TIME: 2:00 p.m. PROJECT: Residential Life Restroom Rehabilitation Project … DOCUMENTS... ·...

BID CLARIFICATION #3 April 5, 2019 DUE DATE: April 16, 2019 TIME: 2:00 p.m. PROJECT: Residential Life Restroom Rehabilitation Project Number: 300112 LOCATION: University of Connecticut Capital Projects & Facilities Procurement 3 Discovery Drive Storrs, CT 06269 Attn: Walt Dalia Please note the following information must be incorporated into your proposal for the Residential Life Restroom Rehabilitation, Project #300112:

1) Attached is the Construction Document Review Report Responses issued by Friar Architecture, Inc. for the East Campus – Residence Hall & Bathroom Renovations. (Grange Hall/Hicks Hall) This contains revisions to Drawings R1.1, A1.0, E-A1.2, E-A2.2 & E-MEP4.1. Included is information on the Hilti Firestop Collar.

2) Attached is the Construction Document Review Report Responses issued by Friar Architecture, Inc. for the North Campus – Residence Hall & Bathroom Renovations. (Hartford Hall/Middlesex Hall/Windham Hall) This contains revisions to Drawings R1.1, A1.0, N-A2.2, N-MEP2.1, & N-MEP4.1. Included is information on the Hilti Firestop Collar and Legrand products.

End of Bid Clarification #3

FRIAR ARCHITECTURE INC. April 4, 2019

2018‐093B Residence Hall & Bathroom Renovations OFMBI ‐ 1 North Campus & East Campus ‐ University of Connecticut

Project No. 300112

NORTH CAMPUS ‐ RESIDENCE HALL & BATHROOM RENOVATIONS Construction Document Review Report Responses Hartford Hall / Middlesex Hall / Windham Hall – PROJECT NO. 300112A UNIVERSITY OF CONNECTICUT STORRS, CONNECTICUT

Index #2, In reference to Sheet # R1.1 & MEP4.1 – One hour through penetration for floors; We have provided a through penetration fire rated protection system. Fire Stop Collar CP 643N, tested in accordance with UL 1479, See enclosed revised Sheet R1.1 & SheetA1.0 for basis of design product.

Index #3, In reference to Sheet # A1.0, N‐A1.1 & N‐A1.4 ‐ General Construction Notes; We will change the note reference to N‐A1.4 from A4.1, See enclosed Sheet A1.0.

Index #4, In reference to Sheet # A1.0, A1.1 & N‐A1.4 ‐ General Construction Notes; We will change the note reference to N‐A1.4 from A4.1, See enclosed Sheet A1.0.

Index #8, In reference to Sheet # N‐A2.2 ‐ Dorm Room lights, surface mounted raceway system & switching; Lighting within the dorm rooms: The 1’ x2’ LED light fixture will be provided by the owner and installed by the contractor. The new switch and new raceway system specifications will be added to sheet N‐MEP1.0, See enclosed Sheet N‐MEP1.0

STORRS ROAD

GRANGE HALL

HICKS HALL

HORSEBARN HILLROAD

NORTHEAGLEVILLE ROAD

30"x48" CLEAR FLOOR SPACE

ABBREVIATIONS / NOTES LEGENDS / NOTES

DEMOLITION TAG

DOOR NUMBER

ROOM NUMBER

PHOTO LOCATION

SOFFITS / OVERHANG ABOVE

NEW CONCRETE BLOCK

NEW STUD CONSTRUCTION

REVISION NUMBER

PHOTO NUMBER

NUMBER

DATUM / ELEVATION / LEVEL LINE

NUMBER

NUMBER

NUMBER/TYPE

NUMBERWALL TYPES

WALL SECTION

COLUMN CENTERLINE

BUILDING SECTION

DETAIL DESIGNATION,

LARGE SCALE PLANS

SECTION NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

NUMBERS - (VERT.)

LETTERS - (HORIZ.)

SHEET NUMBER

DETAIL NUMBERPLAN DETAIL,

ARCHITECTURAL SYMBOLS

(CALL OUT)

MARBLE

GYPSUM BOARD

GLAZING

GLAZED BRICK

GLASS BLOCK

GLASS

ELEVATIONS

CERAMIC TILE

BRICK

ARCHITECTURAL MATERIALS

FACE BRICK

CONCRETE

C.M.U.

CERAMIC TILE

CARPET

BATT INSULATION

ALUMINUM

ACOUSTICAL TILE

ROUGH WOOD

FACING TILESTRUCT. GLAZED

TERRA-COTTA

STEEL

(INTERRUPTED)

(CONTINUOUS)

PLYWOOD (SMALL)

RIGID INSULATION

ROUGH WOOD

PLASTER

NEW FACE BRICK

AREA OF REFUGE WHEELCHAIR SPACEACCESS. CLEAR FLOOR SPACEASSEMBLY WHEELCHAIR SEAT

ACCESSIBLE ELEMENT

EXISTING CONSTRUCTION TO REMAIN

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATIONS

CONCRETE BLOCK

CEILING DESIGNATIONCEILING HEIGHT (NUMBER)

CEILING TYPE (LETTER)

DEMOLITION NOTES

CONSTRUCTION NOTES

10. ALL PARTITIONS ARE TO EXTEND TO UNDERSIDE OF DECK ABOVE.

9. ALL EGRESS DOORS SHALL BE NON-LOCKING IN DIRECTION OF TRAVEL.

8. WHERE REQUIRED, SEISMIC BRACING SHALL BE PROVIDED AT SUSPENDED CEILINGS.

7. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT WALLS AS REQUIRED TO SUPPORTPIPING, CABINETS TV BRACKETS AND RELATED ITEMS.

6. UNLESS OTHERWISE NOTED OR DIMENSIONED, NEW PARTITIONS SHALL BE CENTEREDON BUILDING COLUMN GRID OR WINDOW MULLIONS.

5. CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE TRADE WHOSE WORKRESULTS IN THE NEED FOR CUTTING AND PATCHING UNLESS A SPECIFIC CONTRACTORIS CALLED OUT ON THE DRAWINGS. ALL HOLES LEFT BY REMOVING MECHANICAL,PLUMBING AND ELECTRICAL EQUIPMENT, ETC. SHALL BE PATCHED.

4. ALL NEW WORK SHALL BE IMPLEMENTED SO AS TO PROVIDE A SMOOTH ANDCONTINUOUS SURFACE WITH ALL EXISTING CONDITIONS. CONTRACTOR SHALL BERESPONSIBLE FOR ALL WORK NECESSARY TO ACHIEVE THIS REQUIREMENT, EVENTHOUGH PROCEDURES ARE NOT DETAILED FOR EACH SPECIFIC CONDITION ORCOMBINATION OF CONDITIONS. QUALITY OF WORKMANSHIP, MATERIALS ANDFINISHES SHALL BE EQUAL TO THE LEVEL ESTABLISHED FOR SIMILAR CONSTRUCTION,EXCEPT WHERE EXISTING APPEARANCE IS TO BE MATCHED TO ACHIEVE CONTINUITY.

3. CONTRACT DRAWINGS MAY VARY FROM ACTUAL FIELD CONDITIONS. CONTRACTORSHALL CORRECT DIMENSIONS OF ALL MATERIALS TO CARRY OUT THE INTENT OF THECONTRACT DRAWINGS. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELDBEFORE ORDERING ANY MATERIALS. CONTRACTOR SHALL NOTIFY ARCHITECT PROMPTLYOF ANY CRITICAL DISCREPANCIES BEFORE PROCEEDING WITH WORK.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALLNATIONAL, STATE AND LOCAL CODES AND ORDINANCES.

2. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGCLARIFICATION OF DIMENSIONS FROM THE ARCHITECT BEFORE CONTINUING WITHCONSTRUCTION.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL,STATE, LOCAL CODES & ORDINANCES.

2. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO HOW THEGENERAL EXTENT OF THE WORK ONLY. THE CONTRACTOR SHALL INCLUDE ALLDEMOLITION WORK REQUIRED TO ACCOMPLISH THE INTENT OF THE PLANS ANDSPECIFICATIONS.

3. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING / SITE UNLESS NOTEDOTHERWISE. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TOREMAIN OWNERS PROPERTY. THE PROJECT SITE / BUILDING SHALL BE CLEANED OFDEBRIS ON A DAILY BASIS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY ORPERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION ANDCONSTRUCTION.

5. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPEDOFF BEHIND FINISHES, UNLESS NOTED OTHERWISE. REFER TO MECHANICAL /ELECTRICAL / PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

6. CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS INDICATED.MASONRY SHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING.

7. ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICHARE NOT NOTED TO REMAIN, SHALL BE FILLED AND / OR PATCHED TO MATCH THEADJACENT EXISTING OR NEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

8. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BEFILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISHAS DESIGNATED, INCLUDING ALL REQUIRED RATINGS.

9. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OFDEMOLITION.

GENERAL NOTES1. DIMENSION CRITERIA

A. FROM FACE OF METAL STUD TO FACE OF METAL STUD.B. FROM FACE OF METAL STUD TO FACE OF CONCRETE MASONRY UNIT.C. FROM FACE OF CONCRETE MASONRY UNIT TO FACE OF CONCRETE

MASONRY UNIT.

2. REFER TO SHEET A1.0 FOR WALL TYPES.Code Information

2

R1.1

SECTION

MFR.

LAV.LTG.

MANUFACTURER

LAVATORYLIGHTING

W.C.WATER CLOSET

IN. OR "INFO.

JT.

GYP.BD.

HGT.H.C.

FIXT.

FDFL.

FIN.

ELEV.

EQ.

FT.

EL.

ELEC.

DIM.

DEMO.

C.J.CONT.

TBD

STRUCT.

S.F.

STD.STL.

V.A.T.V.C.T.

TEMP.

INCH OR INCHESINFORMATION

JOINT

GYPSUM BOARD

HANDICAPPEDHEIGHT

U.L.

TYP.

T/O

FIXTUREFLOORFLOOR DRAIN

FINISH, FINISHEDSTOR.

ST. STL.

VINYL COMPOSITION TILEVINYL ASBESTOS TILE

TYPICAL

UNDERWRITER'S

TOP OF

TO BE DETERMINED

SQUARE FEET (FOOT)

STEEL

TEMPERATURE/TEMPORARY

STORAGE

STANDARD

STRUCTURAL

STAINLESS STEEL

REINF.

SPEC.

SHT.SECT.SCHED.

ELEVATOR

FEET, FOOT

EQUAL

ELECTRIC / ELECTRICAL

ELEVATION

SIM.

CONSTRUCTION JOINT

DEMOLITION

DIMENSION

CONTINUOUS

REV.REQ'D.

RAD.

SHEET

SPECIFICATIONSSIMILAR

SCHEDULE

REQUIREDREVISION, REVISED

REINFORCED / REINFORCING

RADIUS

CLG.

B/OBLDG.

ARCH.

A.C.T.

MISC.MIN.

PLYWD.

P.LAM.

MATL.

MAS.

CONTROL OR

BOTTOM OF

CEILINGPTD.

O.C.

ARCHITECTURAL/

BUILDING

ACOUSTIC TILE

MECH.MAX.

M.O.

PLASTIC LAMINATE

ON CENTER

PAINTED

PLYWOOD

MASONRY

MATERIAL

MECHANICAL

MISCELLANEOUSMINIMUM

MAXIMUM

MASONRY OPENING

ABOVE FINISH FLOOR A.F.F.

ALT.ALTERNATELANGLE

@AT

BD.BOARD

CTR.CENTER

CORR.CORRIDOR

DOWN DN.

EXPANSION JOINTEXISTING EXIST.

E.J.

EXP.E.J.EXPANSION JOINT

EXPANSION

HORIZ.HORIZONTALHOLLOW METAL HM.

INTERIORINSULATION

INT.INSUL.

PREFAB.PREFABRICATED

PT.POINT

RM.ROOM

SYSTEMSUSPEND, SUSPENSION

SYS.SUSP.

V.I.F.VERIFY IN FIELDVERTICAL VERT.

W/WITH

ABBREVIATIONS

SSSOLID SURFACE

CTCERAMIC FLOOR TILECTBCERAMIC TILE BASECWTCERAMIC WALL TILE

PPAINT

ELECTRICAL MOUNTING HEIGHTS

CODE INFO

ALL EXISTING ELECTRICAL DEVICES SCHEDULED TO BE REMOVED AND REINSTALLED SHALL BE REINSTALL IN THE SAME LOCATION, UNLESS OTHERWISE NOTED.

ALL MOUNTING HEIGHTS TO BE COORDINATED WITH BLOCK COURSING AS OCCURS. CONSULT ARCHITECT IF EXISTING CONDITIONS DIFFER

CODE INFO

1/2 HOUR RATED FIRE STOPPING SYSTEM - UL SYSTEM NO. W-J-1067:METAL PIPE THROUGH CONCRETE BLOCK WALL ASSEMBLY, INSTALL AT EXISTINGDORMITORY ROOM FIRE PARTITION WALLS,. THE BASIS OF DESIGN: PRODUCT -FS-ONE AS MANUFACTURED BY HILTI, INC. FOR A 1 HOUR RATED WALL

FIRE / SMOKE STOPPING INFO

1 HOUR RATED FIRE STOPPING SYSTEM - UL SYSTEM NO. W-J-1067:METAL PIPE THROUGH CONCRETE BLOCK WALL ASSEMBLY, INSTALL AT EXISTING &NEW FIRE PARTITION WALLS,. THE BASIS OF DESIGN: PRODUCT - FS-ONE ASMANUFACTURED BY HILTI, INC. FOR A 1 HOUR RATED WALL

1 HOUR RATED THROUGH PENETRATION FIRE STOPPING SYSTEM - UL SYSTEM NO.F-E-1004:METAL PIPE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY, INSTALL ATEXISTING CONCRETE FLOORS. THE BASIS OF DESIGN: PRODUCT - FS-ONE ASMANUFACTURED BY HILTI, INC. FOR A 1 HOUR RATED FLOOR/CEILING ASSEMBLY

Roof Construction and

Floor Construction and

Nonbearing walls and partitions (Exterior)

FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601)4.

ExteriorInterior

Bearing walls:

Hr(s)

Hr(s)

Hr(s)Hr(s)

Date of Original Construction

GROUP CLASSIFICATION

CONSTRUCTION TYPE

1.

2.Actual Type Provided: (Existing)

(Primary)

(Incidental)

Renovation

R-2 RESIDENTIAL

20181960's

Primary structural frame Hr(s)

Nonbearing walls and partitions (Interior) Hr(s)

ADDITIONAL BUILDING / CODE INFORMATION

2A

None

1

11

0

1

1

MINIMUM PLUMBING FIXTURE COUNT per (IEBC Chapter 4, Toilets 410.8.11)8.

Existing Showers

Number Provided

SPRINKLER PROTECTION (Existing) 9.

Work Area

MODIFICATIONS6.

OCCUPANCY LOAD - 5.

ACCESSIBLE BUILDING7. Designated

Existing

B-BUSINESSSTORAGE

New Construction

X

Existing Bathroom Renovations -

WORK AREA 3.

NoneX

Hr(s)-

(Incidental)

No Change of Use

Refer to Table 601 for all footnotes

2 or 3 Existing/ Floor Existing

2 HOUR RATED WALL - SHAFTS 3 STORIES OR MORE(EXISTING CONSTRUCTION - ASSUMED)

(EXISTING CONSTRUCTION - ASSUMED)1 HOUR RATED WALL - SHAFTS 3 STORIES OR LESS

1/2 HOUR FIRE PARTITION - DORMITORY ROOM WALLS (EXISTING CONSTRUCTION - ASSUMED)

TYPICAL LOCATIONS:

Existing Occupancy Load (WORK AREA) No Change of Occupancy Load

Accessible Showers# to match Existing

NORTH CAMPUS :

HAZARDOUS MATERIAL NOTES

Reference Sheet ALL DEMOLITION WORK IS TO BE PERFORMED IN ACCORDANCE WITH ANAPPROVED ASBESTOS WORK PLAN FROM THE STATE OF CONNECTICUTDEPARTMENT OF PUBLIC HEALTH, UNDER CONTAINMENT WITH A PRESSUREDIFFERENTIAL AND CONTIGUOUS DECONTAMINATION UNITS.

CURRENT AREAS HAVE BEEN TESTED AND HAVE BEEN IDENTIFIED FORABATEMENT. ANY CHANGE IN PROJECT SCOPE WILL NEED TO BE INVESTIGATEDBY THE OWNER'S ABATEMENT CONSULTANT PRIOR TO THE COMMENCEMENT OFWORK BY THE GENERAL CONTRACTOR.

LABORATORIES

ARCHITECT

associated secondary members


Residential Use

First Floor

HARTFORD HALL

MIDDLESEX HALL

SCALE: NOT TO SCALE

BUILDING KEY PLAN

TYPICAL FIRE RATED ASSEMBLIESREFER TO SHEET A1.0 FOR TYPICAL U.L. FIRE RATED ASSEMBLIES REQUIRED ATEXISTING REINFORCED CONCRETE FLOOR SLAB AT EACH SHOWER DRAINLOCATION.

ALL FIRE RATED WALLS ARE TO BE SEALED TOP & BOTTOM, TERMINATE AT THEUNDERSIDE OF THE FLOOR ABOVE OR THE ROOF ABOVE, TYPICAL.

SEAL ALL THROUGH WALL PENETRATIONS TO MAINTAIN CONSISTENT FIRE, SMOKEAND STC RATINGS. ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO ALLELECTRICAL (CONDUITS AND BOXES), MECHANICAL (DUCTS,PIPES), PLUMBING ANDFIRE PROTECTION PIPING. SEE WALL TYPES FOR ASSOCIATED RATINGS.

CONTRACTOR TO VERIFY THAT ALL FIRE RATED ASSEMBLIES ARE CONSTRUCTED INACCORDANCE WITH APPROVED LISTED ASSEMBLIES PER THE CURRENT U.L. FIRERESISTANCE DIRECTORY.

TYPICAL NOTES - CODE RELATED

CONCRETE FILL MATERIAL:CONTRACTOR TO FORM & FILL ALL SLAB OPENINGS CREATED BY THE DEMOLITION PROCESS.ALL FILL SHALL BE COMMERCIAL GRADE FAST SET CONCRETE MIX PRODUCT NO. 1004-51 ASMANUFACTURED BY COMMERCIAL GRADE QUIKRETE / THE QUIKRETE COMPANIES.. TYPICALLOCATIONS:(NOT LIMITED TO) ALL FLOOR MOUNTED TOILET LOCATIONS, PIPE VOIDS FROMDEMO'D PIPING LOCATIONS & FILL MATERIAL AS REQUIRED AT EXISTING SHOWER DRAINLOCATIONS.

CLCUT LINE

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

CONSTRUCTION TAGNUMBER

PROJECT:

UN

IVE

RSIT

Y O

F C

ON

NE

CT

ICU

TU

NIV

ER

SIT

Y P

LA

NN

ING

, D

ESIG

N

& C

ON

ST

RU

CT

ION

31 L

ED

OY

T R

OA

D U

NIT

3038

ST

OR

RS, C

ON

NE

CT

ICU

T 0

6269-3

038

TE

LE

PH

ON

E: (

860)

486-3

127

FA

CSIM

ILE

: (

860)

486-3

177

SCALE: As NotedPRINT DATE: 3.15.2019

DRAFTER:

PROJECT NO: 300112

SHEET TITLE:

WORK ORDER NO:FILE NAME:

PEH

SHEET:

SHEET: of

CERTIFICATION:

REVISIONS:MARK DATE DESCRIPTION

STATUS:

Sto

rrs

CT

. 06269

Res

iden

ce H

all &

AUTHOR: RWR

CONSULTANT:

Bat

hro

om

Ren

ovat

ion

s

UC

ON

N S

torr

s C

amp

us

36

1

03.15.2019 CONSTRUCTION DOCUMENT SET

2

03.07. 2019 DESIGN DEVELOPEMENT SET

21 Talcott Notch RoadFarmington, CT 06032

No

rth

-Win

dh

am, M

iddle

sex

Eas

t-H

icks

& G

ran

ge H

alls

& H

artf

ord

Hal

ls

03.29.2019 ELECTRICAL CLARIFICATIONS PER RFI

04.03.2019 FIRE ALARM CLARIFICATION PER RFI #10

A

B 04.04.2019

04.04.2019 OFMBI - NORTH CAMPUS RESPONSES

OFMBI - EAST CAMPUS RESPONSES

Existing Showers

Number ProvidedWork Area

Existing2 or 3 Existing/ Floor

Existing Accessible Showers# to match Existing

EAST CAMPUS :

First Floor

WINDHAM HALL

SCALE: NOT TO SCALE

BUILDING KEY PLAN

NORTH EAGLEVILLE ROAD

EAST CAMPUS - NORTH CAMPUS -PROJECTNORTH

PROJECTNORTH

CURRENT CODES

CURRENT 2018 STATE BUILDING CODE: 2015 International Building Code *

2015 International Residential Code *

2015 International Energy 2017 National Electrical Code (NFPA 70) *

2009 Accessible and Usable Buildings and 2015 International Mechanical Code *2015 International Plumbing Code *

2015 International Existing Building Code *

Facilities (ICC A117.1-2009)

Conservation Code *

* With Connecticut Amendments and General

2013 NFPA 13 - Installation of Sprinkler Systems

Statute requirements

CHAPTER 3: COMPLIANCE METHODS -

THE INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CHAPTER 3: Compliance Methods: Work Area Compliance Method per Section 301.1.2

CHAPTER 5: CLASSIFICATION OF WORK -Section 504 Alteration Level 2,504.1 Scope. Level 2 alterations include the reconfiguration of space, the addition orelimination of any door or window, the reconfiguration or extension of any system, orthe installation of any additional equipment.

The Alteration must comply with Chapter 7, Alterations - Level 1:Section 701 - General, In Particular Section 701.2 Conformance.Section 702 - Building Elements and MaterialsSection 703 - Fire ProtectionSection 704 - Means of EgressSection 708 - Energy Requirements, In Particular Section 708.1 MinimumRequirements

By complying with the applicable requirements of Chapters 7 of the 2015International Existing Building Code (IEBC) this alteration shall be considered incompliance.

504.2 Application - Level 2 Alterations shall comply with the provisions of Chapter 7:Alterations - Level 1 as well as the provisions of Chapter 8: Alterations - Level 2

A B

A B

SHOWER ROOM FLOOR LOCATIONS (NEW): NEW EPOXY FLOOR SYSTEM, PROVIDEEPOXY MORTAR @ CONCRETE FLOORS TO SLOPE ALL AREAS TO DRAIN 1

4"/FT MIN.EPOXY FLOOR SYSTEM (EFS) TO BE FLUSH WITH TOP OF TRENCH TYPE LINEARSHOWER DRAIN, TYPICAL. PROVIDE NEW CMU CURB THRESHOLD, REFER TO CURBDETAILS. REFER TO PLUMBING DRAWINGS FOR DRAIN TYPES.

SHOWER COMPARTMENT WALL LOCATIONS (PATCH / REPAIR): PATCH & REPAIREXISTING EPOXY WALL SYSTEM OVER EXISTING MASONRY WALLS. REFER TO FINISHSCHEDULE & DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR LOCATIONS.

SHOWER ROOM / BATHROOM WALL LOCATIONS (NEW): INSTALL NEW EPOXY WALLSYSTEM (EWS) OVER EXISTING MASONRY WALLS W/ EXISTING WALL FINISH. REFERTO FINISH SCHEDULE & DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR LOCATIONS.

PROVIDE NEW SHOWER CURTAIN RODS (CURTAINS & HOOKS BY OWNER) REFER TOFINISH SCHEDULE & DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR INFORMATION.COORDINATE FINAL INSTALLATION HEIGHT W/ ARCHITECT.

INSTALL GYPSUM BOARD CEILING SYSTEMS REFER TO CEILING PLANS FORLOCATIONS, TYPICAL

INSTALL ALL SHOWER VALVES, HARDWARE, SHOWER HEADS, AND ESCUTCHEONPLATES. SEE PLUMBING DRAWINGS / SPECS FOR ADDITIONAL REQUIREMENTS.PROVIDE SOLID MASONRY WALL CONSTRUCTION AS REQUIRED FOR VALVEINSTALLATION.

ALL EXISTING STRUCTURAL GLAZED FACING TILE / EXISTING CONCRETE SCHEDULEDFOR NEW EPOXY FLOOR (EFS) & EPOXY WALL (EWS) SHALL BE PREPPED PER EPOXYMANUFACTURER'S REQUIREMENTS.

INSTALL NEW EPOXY WALL SYSTEM (EWS) ON EXISTING STRUCTURAL GLAZEDFACING TILE. "CUT IN" WALL SYSTEM AROUND EXISTING PLUMBING FIXTURES ANDCOUNTERTOPS SCHEDULED TO REMAIN, TYPICAL

INSTALL ALL NEW ROBE HOOKS ON ADJACENT WALL OF ALL SHOWERS, (1) HOOK PERSHOWER HEAD, MOUNTED @ 5'-6" AFF.

PROVIDE TEMPORARY PROTECTION FOR EXISTING SMOKE DETECTORS AND FIRESUPPRESSION HEADS.

INSTALL NEW EPOXY FLOOR SYSTEM (EFS) W/ INTEGRAL BASE (EB) AT BATHROOMLOCATIONS, PROVIDE TRANSITION DETAIL @ ALL DOOR THRESHOLDS.

RE-INSTALL EXISTING GRAB BARS AT ENTRANCE WALLS TO AND FROM SHOWERROOM AREA.

1

4

5

6

7

8

9

2

3

10

11

12

13

14

15

16

17

REINSTALL EXISTING RADIATOR COVERS, PRIME & PAINT.

INSTALL NEW STRUCTURAL GLAZED FACING TILE @ EXISTING WALLVOIDS ABOVE COUNTERTOPS, TYPICAL. CLEAN & PREP FOR NEW EPOXYWALL SYSTEM (EWS)

FILL IN ALL EXISTING GAPS AT THE INTERSECTION OF THE EXISTINGWALL & CEILING W/ PAINTABLE CAULKING, TYPICAL

REFER TO MEP DRAWINGS FOR ALL NEW LIGHT FIXTURES & PLUMBINGFIXTURES.

INSTALL NEW MIRRORS ABOVE BATHROOM VANITIES & BATHROOM @END WALL. REFER INTERIOR ELEVATION SHEETS E-A1.3, E-A2.3 &N-A1.3 FOR LOCATIONS & SHEETS A1.4 FOR SCHEDULES.

REINSTALL ALL EXISTING WALL MOUNTED BATHROOM AREAACCESSORIES: LIGHT FIXTURES, SHELVES, SOAP DISPENSERS, TOILETPAPER DISPENSERS, TOWEL DISPENSERS, TOWEL HOOKS & WALLMOUNTED HARDWARE, SCHEDULED FOR REUSE.

PAINT EXISTING ACCESS PANELS, INTERIOR SIDE OF HOLLOW METALDOOR FRAMES & WALL REGISTERS. REFER TO TYPICAL INTERIORELEVATIONS.

PAINT ALL BATHROOM / SHOWER ROOM CEILING SURFACES

PAINT NEW SHOWER ROOM GYPSUM BOARD FASCIA

INSTALL NEW STAINLESS STEEL BASE RECEPTORS @ ALL REINSTALLEDTOILET PARTITIONS.

REINSTALL ALL TOILET & URINAL PARTITIONS W/ NEW HARDWARE.REFER TO SPECIFICATIONS FOR ADDITIONAL INFO.

REINSTALL EXISTING WALL MOUNTED LIGHT FIXTURE

PAINT ALL EXPOSED SPRINKLER PIPING WITHIN WORK AREAS.

INSTALL NEW LIGHT FIXTURES, REFER TO ELECTRICAL LIGHTINGSCHEDULE

INSTALL ACCESS PANEL IN NEW MASONRY WALL OPENING

18

21

22

23

19

20

25

26

24

27PATCH EXISTING WALL CONSTRUCTION TO MATCH EXISTING ADJACENTWALL. CLEAN, PRIME & PAINT WALL @ AREA OF EXISTING DRINKINGFOUNTAIN (REMOVED) TO MATCH EXISTING ADJACENT FINISHES.

28

1

2

3

4

5

REMOVE ALL EXISTING SHOWER ROOM ACCESSORIES: SHOWER RODS, ROBEHOOKS, HARDWARE & SHOWER CURTAINS. INSTALL NEW SHOWERACCESSORIES PER SCHEDULE

6

7

8

9

10

11

REMOVE ALL EXISTING TOILET PARTITIONS & ASSOCIATED HARDWARE FORNEW FLOOR FINISH. REINSTALL PARTITIONS AFTER NEW FLOORINSTALLATION. REFER TO PLANS & SPECIFICATIONS FOR ADDITIONAL INFO.

REMOVE ALL EXISTING SHOWER ROOM FLOOR SYSTEMS TO EXISTINGSTRUCTURAL CONCRETE FLOOR.

12

14

15

16

REMOVE EXISTING SHOWER VALVES / ESCUTCHEONS, AND SHOWER HEADS.REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

17

DEMOLITION NOTES (CEILING):

REMOVE EXISTING SHOWER DRAIN COVERS, REFER TO PLUMBINGDRAWINGS FOR ADDITIONAL INFORMATION

REMOVE EXISTING SHOWER PARTITIONS; DOORS, TOP RAILS, SHOWER PANELWALLS, WALL RECEPTORS, CEILING RECEPTORS & BASE RECEPTORS.

REMOVE SHOWER ACCESSORIES, EX. HOOKS, RECESSED SHELVES WITHINSHOWER AREAS DESIGNATED FOR NEW WORK.

PREP EXISTING BATHROOM TERRAZZO FLOORS PER TERRAZZO FLOORMANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEW TERRAZZOFLOOR FINISHING SYSTEM (ET).

C2

C3

C4

C5 EXISTING SPRINKLER PIPING WITHIN BATHROOM AREAS & SHOWER AREASCLEAN & PREP PIPING FOR NEW PAINT FINISH.

C6

C7

REMOVE EXISTING LIGHT FIXTURES AT SHOWER ROOM, REFER TOELECTRICAL SCHEDULE FOR NEW LIGHTING FIXTURE.

13

DEMO EXISTING GYPSUM BOARD CEILING SYSTEM / FIBERGLASS REINFORCEDPANELS & ASSOCIATED CEILING FRAMING WITHIN SHOWER ROOM FORINSTALLATION OF NEW GYPSUM CEILING SYSTEMS.

18

C1

EXISTING CONCRETE CEILING SYSTEMS WITHIN BATHROOM AREAS &SHOWER AREAS PATCH, CLEAN & PREP CEILINGS FOR NEW PAINT FINISH.

PREP EXISTING BATHROOM STRUCTURAL GLAZED FACING TILE WALLS PEREPOXY MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEWEPOXY WALL SYSTEM (EWS).

REMOVE ALL EXISTING WALL MOUNTED BATHROOM & SHOWER ROOMACCESSORIES: LIGHT FIXTURES, MIRRORS, SHELVES, SOAP DISPENSERS, TOILETPAPER DISPENSERS,TOWEL DISPENSERS, TOWEL HOOKS & WALL MOUNTEDHARDWARE WITHIN BATHROOM AREAS CLEAN & PREP FOR NEW EPOXY WALLSYSTEM. SALVAGE FOR REINSTALLATION PER OWNER'S DIRECTION.

CONTRACTOR IS TO PROPERLY DISPOSE OF EXISTING UNWANTED FIXTURESSCHEDULED FOR REMOVAL. OWNER TO REQUEST ANY FIXTURES TO BESALVAGEABLE & THEREFORE SAVED & STORED FOR OWNER'S REUSE.

EXISTING PLUMBING CHASE ACCESS PANELS, WALL MOUNTED DIFFUSERS& HOLLOW METAL DOOR FRAMES (INTERIOR SIDE) WITHIN BATHROOM &SHOWER AREAS CLEAN & PREP FOR EPOXY WALL SYSTEM.

REMOVE EXISTING ACCESS PANEL, ASSOCIATED FRAME. CUT NEW OPENINGAS REQUIRED TO ALLOW FOR INSTALLATION OF NEW ACCESS PANEL

REMOVE EXISTING LIGHT FIXTURES AT BATHROOM, REFER TO ELECTRICALSCHEDULE FOR NEW LIGHTING FIXTURE.

REMOVE EXISTING WALL ANCHORS AT BATHROOMS & SHOWER ROOMS,PATCH ALL HOLES AT EXISTING TILE WALLS PER EPOXY MANUFACTURER'SREQUIREMENTS FOR INSTALLATION OF NEW EPOXY WALL SYSTEM (EWS)

REMOVE EXISTING STAINLESS STEEL WALL INSERT SHELVING UNITS,TYPICAL AT ALL BATHROOM AREAS.

REMOVE EXISTING RADIATOR COVERS; CLEAN & PREP FOR NEW PAINTFINISH

EXISTING GYPSUM BOARD / PLASTER CEILING SYSTEMS WITHINBATHROOM AREAS & SHOWER AREAS PATCH,SKIM COAT, CLEAN & PREPCEILINGS FOR NEW PAINT FINISH.

REFER TO MEP DRAWINGS FOR ALL EXISTING ELECTRICAL / PLUMBINGFIXTURES SCHEDULED FOR REMOVAL

REMOVE EXISTING WALL MOUNTED DRINKING FOUNTAIN. CUT & REMOVEWATER, PLUMBING & ELECTRICAL COMPLETE TO THE FOUNTAIN PER MEPDRAWINGS. PATCH WALL TO MATCH EXISTING ADJACENT FINISHES.

19 REMOVE EXISTING GRAB BARS LOCATED AT THE ENTRANCE TO THESHOWER ROOM AREAS. SALVAGE FOR REINSTALLATION.

PREP EXISTING DRYING ROOM EXISTING EPOXY FLOOR SYSTEM PER EPOXYMANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEW EPOXYFLOOR SYSTEM (EFS).

20 CUT 12" X 12" MASONRY OPENING IN EXISTING MASONRY WALLCONSTRUCTION FOR INSTALLATION OF NEW DUCTWORK. REFER TO MEPDRAWINGS FOR DUCT SIZES & EXHAUST FAN

20 CUT MASONRY OPENING IN EXISTING MASONRY WALL CONSTRUCTION ASREQUIRED TO ALLOW FOR INSTALLATION OF NEW ACCESS PANEL.

3

Notes & DetailsTypical Legends,

A1.0

GENERAL DEMOLITION NOTESPREP ALL CEILING AREAS FOR NEW PAINT FINISH, TYP.

PREP ALL CMU WALL AREAS FOR WALL FINISHES, TYP.

PREP ALL FLOOR AREAS FOR NEW FLOORING, TYP.

REFER TO PLUMBING DRAWINGS FOR NEW SHOWER DRAINS,FLOOR DRAINS & NEW PIPE PENETRATIONS, TYP.

REMOVE & SALVAGE ALL EXISTING TOILET ACCESSORIESSCHEDULED FOR DEMO. CONSULT OWNER & TURN OVERTO THE OWNER ALL TOILET ACCESSORIES DEEMEDACCEPTABLE, TYPICAL AT ALL BATHROOMS. CONTRACTORTO DISPOSE OF TOILET ACCESSORIES NOT ACCEPTABLE TOTHE OWNER

CONSTRUCTION NOTES: KEYED TO FLOOR/CEILING PLAN

CEILING LEGEND

LIGHT FIXTURE. VERIFY IN FIELD TYPE AND SIZE

CEILING TYPE AND HEIGHT SYMBOL -

EXISTING RECESSED OR SURFACE MOUNTED

CEILING TYPE CEILING HEIGHT

C-X

X'-X"

EXISTING SUPPLY DIFFUSER VERIFY IN FIELD TYPE AND SIZE

CEILING NOTES

E

D

C

A

B

THIS PLAN INDICATES DIRECTIONAL LAYOUT OF CEILING GRIDS. REFER TO CEILING TYPE SCHEDULE.

EQUIPMENT NOT INDICATED ON THESE DRAWINGS.

REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURETYPES, REQUIRED WORK AND FOR OTHER CEILING MOUNTED

CUT NEW CEILING TILES AS REQUIRED FOR INSTALLATIONAROUND NEW OR EXISTING VENT PIPING, EXHAUST DUCTS,

ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLING NEW GRID.

FIELD VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION OF NEW GRIDS. COORDINATE INSTALLATION OF LIGHTING FIXTURES WITH SPRINKLER HEADS, DUCTWORK AND STRUCTURE. NOTIFY

CONDUIT, ETC.

OTHERWISE NOTED.DEMO EXISTING CEILING SYSTEMS WHERE SHOWN AS NEW UNLESS

CEILING TYPE SCHEDULE

PAINTED GYPSUM BOARD CEILING SYSTEM C-1

EXISTING CEILING TO REMAINEX

SPRINKLER HEAD LOCATION

EXISTING RETURN/EXHAUST DIFFUSER VERIFY IN FIELD TYPE AND SIZE

NEW RECESSED LIGHT FIXTURE. FOR TYPE AND SIZE

DEMOLITION NOTES: KEYED TO DEMO FLOOR PLAN

SP

CLEANOUT FOR PIPING CO

A REFER TO ELECTRICAL DRAWINGS. LETTER DENOTES FIXTURE TYPE.

AREA OF EXISTING CEILING SYSTEM TO BEREMOVED. REFER TO CEILING PLANS FOR EXISTINGAREAS AND EXISTING CEILING TYPES

CUTLINE OF EXISTING CEILING

A-

EXISTING WALL TYPES

F-

EXISTING FLOOR / SHOWER

EXISTING CEILING TYPES

VERIFY IN FIELD ALL EXISTING WALL, FLOOR & CEILINGTYPES

C- REFER TO CEILING PLANS, TYPICAL

BASE TYPES

GENERAL NOTEPROVIDE FLOOR PROTECTION AT CORRIDORS & STAIRWAYS.PROVIDE WALL PROTECTION AT EXIT WAYS. REFER TO FINISH SCHEDULE &DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR INFORMATION & LOCATIONS.

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DRAFTER:

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PEH

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REFER TO DEMO FLOOR PLANS, TYPICAL


1 HOUR FIRE RATED THROUGH PENETRATION SYSTEM FOR CONCRETE FLOORS

BASIS OF DESIGN - MANUFACTURER HILTI, INC. FIRESTOP COLLAR (CP 643N) A B

A B

A B

A B

A B

A B

1 HOUR RATED WALL - SHAFTS 3 STORIES OR LESS 2 HOUR RATED WALL - SHAFTS 3 STORIES OR MORE

11'-0" 14'-0" 14'-0"11'-0"

8'-3

"

8'-3

"

34"

3"

BUILDING KEY PLAN

PROJECT NORTH

31

Elevations/SchedulesResident Rm. Plans

N-A2.2

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DRAFTER:

PROJECT NO: 300112

SHEET TITLE:


PEH

SHEET:

SHEET: of

CERTIFICATION:


STATUS:

Sto

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AUTHOR: RWR

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A

B 04.04.2019



WINDHAM HALLMIDDLESEX HALL

Middlesex/Windham

SCALE: 1/4"=1'-0"

TYPICAL RESIDENT ROOM ELEVATIONS

TYPICAL ELEVATIONA

SCALE: 3/8"=1'-0"

RESIDENT ROOM FINISH FLOOR PLAN 1 SCALE: 3/8"=1'-0"

RESIDENT ROOM CEILING PLAN 2

B C DTYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION

FINISH SCHEDULE NOTES:ALL FINISHES COMPROMISED DURING CONSTRUCTION &INSTALLATION NEED TO BE REPLACED AND/OR PAINTED FOR ACOMPLETE INSTALLATION.

FINISH NOTES1. NEW WALLS SHALL RECEIVE THE FOLLOWING: (3) COATS OF

COMPOUND & TAPE. SANDED; ONE COAT OF PRIMER; PAINTED WITH (2)COATS NON-ODOR PRODUCING PAINT TO MATCH EXISTING FINISH ASINDICATED.

2. CONTRACTOR SHALL PATCH AND REPAIR EXISTING SURFACES WHERENECESSARY TO CREATE A SMOOTH AND CONTINUOUS SURFACE WITHNEW WORK AND PRIOR TO PAINTING EXISTING SURFACES. CAULK ALLJOINTS BETWEEN EXISTING SURFACES AND NEW WORK.

3. PAINT ALL DAMAGED WALLS WITHIN SCOPE OF WORK INCLUDING BOTHSIDES OF DOOR FRAMES AND METAL DOORS.

4. CONTRACTOR SHALL PROTECT EXISTING FINISHES TO REMAIN FROMDAMAGE DURING CONSTRUCTION PROJECT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VENTILATING THE AREAIN WHICH CONSTRUCTION IS TAKING PLACE TO REMOVECONTAMINANTS PRODUCED BY OUTGASSING OF NEW MATERIALS, THEUSE OF ADHESIVES AND SOLVENTS, AND ALL OTHER CONSTRUCTIONACTIVITIES. VENTILATION OF THE SPACE SHALL BE ACCOMPLISHEDWITHOUT ALLOWING AIR EXHAUSTED FROM THE CONSTRUCTION AREATO INFILTRATE ANY OTHER PORTION OF THE FLOOR OR BUILDING. THEMETHOD TO BE EMPLOYED SHALL BE APPROVED BY OWNER'SREPRESENTATIVE BEFORE IMPLEMENTATION.

FLOOR BASE

NORTH WAL

L M

OU

NTE

D IT

EMS

FINISH SCHEDULE - MIDDLESEX & WINDHAM HALLS WALL

AREA NAMEROO

M N

UM

BER

ROOM OR

SOUTH EAST WEST

TYPICAL RESIDENT ROOMTYPMIDDLESEX - WINDHAM HALLS

VCT-1 P-1 P-1

MISC.

VCT-1 P-1 P-1 P-1-

MANUFACTURER; THE AZROK COLLECTION, STANDARD VCT,1/8" GAUGE, SIZE - 12 X 12. VCT COLOR NAME / NUMBER:

TYPE

DESCRIPTIONOF WORK

EXIS

TIN

G D

OO

R &

FRA

ME

TO R

EMAI

N

TYPI

CAL

RES.

RO

OM

DOO

R H

EIG

HT

EXIS

TIN

G F

RAM

E, N

EW D

OO

R

DOO

R W

IDTH

MAT

ERIA

L/TY

PE

DOORSIZE

DOOR SCHEDULE - MIDDLESEX & WINDHAM HALLS

THRE

SHO

LD D

ETAI

L

(DO

OR

& F

RAM

E)

JAM

B DE

TAIL

HEA

D DE

TAIL

RATI

NG

FRAME

POSI

TIVE

LAT

CHIN

G H

ARDW

ARE

SEE SCHEDULE /

DOOR HARDWARE-

REMARKSTYP.

INSTALLERS WILL MAKE ANY FINAL ADJUSTMENTS TO ASSURE THESMOOTH OPERATION OF THE DOOR & DOOR HARDWARE

DOOR HARDWARE NOTES

EX EX

CONTRACTOR TO COORDINATE DOOR HARDWARE/ LOCKSMITHCONTRACTOR TO UPDATE EXISTING DOOR HARDWARE FOR OWNER ASREQUIRED

EXIS

TIN

G D

OO

R &

FRA

ME,

NEW

HAR

DWAR

E

MTLWD - - EX -

BUTT

S &

HIN

GES

CYLI

NDE

RS &

LO

CKS

DOO

R SI

LEN

CERS

TYPICAL RES. ROOM DOOR

P-2

CEILING

SAME AS WALL PAINT, PAINT RESIDENT ROOM SIDE TO FACE

MANUFACTURER; SHERWIN WILLIAMSHI-BILD WATER BASED CATALYZED EPOXY SYSTEMCOLOR #SW7007 CEILING BRIGHT WHITELOCATION - RESIDENT ROOM CEILINGS

MANUFACTURER; SHERWIN WILLIAMSHI-BILD WATER BASED CATALYZED EPOXY SYSTEMCOLOR #SW7007 CEILING BRIGHT WHITELOCATION - ALL MISCELLANEOUS CEILING MOUNTED CONDUIT,TRIM & EQUIPMENT - RESIDENT ROOM CEILINGS

MANUFACTURER; SHERWIN WILLIAMSCOLOR #PPG-516-3 BONE WHITE - SUPER PAINT, SEMI GLOSSLOCATION - RESIDENT ROOM WALLS

MANUFACTURER; SHERWIN WILLIAMSCOLOR #PPG-516-3 BONE WHITE - SUPER PAINT, SEMI GLOSSLOCATION - ALL MISCELLANEOUS WALL MOUNTED CONDUIT,TRIM & EQUIPMENT - RESIDENT ROOM WALLS

ASHES / V-214 TO BE INSTALLED WITH 1/4 TURN. APPLY THREE (3) COATS

CEIL

ING

MO

UN

TED

ITEM

S

DOO

R FR

AMES

- RE

SIDE

NT

ROO

MS

P-2 P-1

WALL PAINT, P-1

FIN. FLOOR

FIN. CEILING

FIN. FLOOR

FIN. CEILING

EXISTING DOOR & FRAME TO REMAIN

WALL PAINT P-1

DOOR FRAME PAINT, P-1

ROOF DRAIN PIPING INSULATE PER MEPDRAWINGS. TYPICAL OF 4 LOCATIONS /FLOOR

WALL PAINT, P-1

FIN. FLOOR

FIN. CEILING

EXISTING DOUBLE HUNG WINDOW &FRAME TO REMAIN. CHEMICALLYREMOVE ALL EXISTING PAINT FROMWINDOW FRAME, TYPICAL

WALL PAINT P-1

RADIATOR COVER PAINT, P-1

PIPING INSULATION, REFER TO MEPDRAWINGS, TYP.

TYPICAL

WALL PAINT P-1 @ REINFORCEDCONCRETE BEAM

V.I.F. V.I.F. V.I.F. V.I.F.

V.I.F

.

V.I.F

.

VINYL COMPOSITION TILEFLOORING, VCT -1 TYPICAL

CORRIDORINSTALL NEW TRANSITION STRIP @ DOOR THRESHOLD WHERENEW VINYL COMPOSITION TILE FLOORING, VCT -1 & EXISTINGCORRIDOR VCT TILE FLOORING TRANSITION, TYPICAL

CORRIDOR

MASONRY RESIDENT ROOM WALLSTO REMAIN, TYPICAL

MASONRY CORRIDOR WALLS TOREMAIN, TYPICAL

EXISTING WINDOW TO REMAIN,TYPICAL

MASONRY EXTERIOR WALLCONSTRUCTION TO REMAIN, TYPICAL

REMOVE & REINSTALL RADIATORCOVER FOR INSTALLATION OF NEWVCT FLOORING

EXISTING SUPPLY & RETURN WATERHEATING PIPING TO REMAIN

EXISTING DOOR & FRAME TOREMAIN, TYPICAL

C

D B

A

NA2.2

CEILING PAINT, P -2 TYPICAL

CEILING PAINT, P -2 TYPICAL @ UNDERSIDEOF REINFORCED CONCRETE BEAM, TYPICAL

NEW LIGHT FIXTURE FURNISHED BY OWNER INSTALLED BYCONTRACTOR. NEW SURAFCE MOUNTED RACEWAY SYSTEM &LIGHT SWITCH, REFER TO MEP DRAWING SHEET N-MEP2.1 FORPRODUCT & SPECIFICATION INFO

CEILING PAINT, P -2 TYPICAL @ ALLMISCELLANEOUS CEILING MOUNTED ITEMS

3N-A2.2

NEW SPRINKLER ESCUTCHEONREFER TO MEP DRAWINGS

SCALE: 6"=1'-0"

CEILING DETAIL 3

EXISTING REINFORCED CONCRETE CEILING /FLOOR CONSTRUCTION TO REMAIN

ADHERE FIRE RATED CEILING TRIM TO EXISTINGCONCRETE CEILING.

FASTEN EXISTING CONDUIT TO NEW TRIM W/FASTENING STRAPS AS REQUIRED, TYPICAL

EXISTING FIRE ALARM CONDUIT TO REMAIN.INFILL EXISTING EXISTING VOID FROM CEILINGREMOVAL W/ NEW TRIM. VERIFY IN FIELDHEIGHT, DEPTH & LENGTH OF NEW TRIM

1X FIRE RATED WD. CEILING TRIM TO FOLLOWEXISTING CONDUIT FULL LENGTH FROM WALLTO WALL FOR SUPPORT, TYPICAL

CEILING TRIM TO FOLLOW EXISTING CONDUITFULL LENGTH FROM WALL TO WALL FORSUPPORT, TYPICAL V.I.F. EXTENT OF CONDUIT

V.I.F

.

EXPOSED SPRINKLER PIPING,PAINT P-1

NEW SURFACE MOUNTEDLIGHT SWITCH

EXISTING SURFACE MOUNTEDDATA OUTLETS TO REMAIN

EXISTING SURFACE MOUNTED RACEWAY SYSTEM, CLEAN, PREP, PRIME& PAINT P-1

EXISTING SURFACE MOUNTED RACEWAY SYSTEM, PAINT P-1

NEW SURFACE MOUNTEDCONDUIT

OF WAX FOR FINAL COMPLETIONOF DOOR STOP

TRAN

SITI

ON

STR

IPS

DOOR SCHEDULE / PRODUCT INFO:TRANSITION STRIPS -MANUFACTURER: TARKETTITEM NO: CD-XX-C FOR T- MOULDINGS,CDB-00-A THE TRACK FOR T-MOULDINGSCOLOR - TO BE DETERMINEDLOCATION - RESIDENT ROOM DOOR THRESHOLDS

DOOR SILENCERS -MANUFACTURER: DK HARDWARE SUPPLYCOLOR: GRAY ITEM NO: SR64BGLOCATION - RESIDENT ROOM DOOR FRAMES

PRODUCT INFORMATION

A

AA

BUILDING KEY PLAN

SCALE:

RESIDENT ROOM BASEMENT KEY PLAN MIDDLESEX HALL - WINDHAM HALL

1/16"=1'-0"

PROJECT NORTH

36

Middlesex Hall / Resident Rm. Plans

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860)

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DRAFTER:

PROJECT NO: 300112

SHEET TITLE:


PEH

SHEET:

SHEET: of

CERTIFICATION:


STATUS:

Sto

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AUTHOR: RWR

CONSULTANT:

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No

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CORRIDORC1A

WINDHAM HALLMIDDLESEX HALL

CORRIDORCOC

ROOMDOUBLE

021

ROOMDOUBLE

023

ROOMDOUBLE

019

ROOMDOUBLE

017

ROOMDOUBLE

121

ROOMDOUBLE

119

ROOMDOUBLE

115

ROOMRES. ASST.

113

ROOMDOUBLE

117

ROOMDOUBLE

122

ROOMDOUBLE

120

ROOMDOUBLE

118

ROOMDOUBLE

116

ROOMDOUBLE

114

ROOMDOUBLE

112

ROOMDOUBLE

110

ROOMDOUBLE

108

ROOMDOUBLE

106

ROOMDOUBLE

104

ROOMDOUBLE

102

Windham Hall

SCALE: 3/8"=1'-0"

TYPICAL RESIDENT ROOM DEMO PLAN 1

ROOMDOUBLE

321

ROOMDOUBLE

319

ROOMDOUBLE

315

ROOMRES. ASST.

313

ROOMDOUBLE

317

ROOMDOUBLE

322

ROOMDOUBLE

320

ROOMDOUBLE

318

ROOMDOUBLE

316

ROOMDOUBLE

314

ROOMDOUBLE

312

ROOMDOUBLE

310

ROOMDOUBLE

308

ROOMDOUBLE

306

ROOMDOUBLE

304

ROOMDOUBLE

302

ROOMDOUBLE

421

ROOMDOUBLE

419

ROOMDOUBLE

415

ROOMRES. ASST.

413

ROOMDOUBLE

417

ROOMDOUBLE

422

ROOMDOUBLE

420

ROOMDOUBLE

418

ROOMDOUBLE

416

ROOMDOUBLE

414

ROOMDOUBLE

412

ROOMDOUBLE

410

ROOMDOUBLE

408

ROOMDOUBLE

406

ROOMDOUBLE

404

ROOMDOUBLE

402

ROOMSINGLE

407

ROOMDOUBLE

405

ROOMDOUBLE

403

ROOMSINGLE

400

ROOMDOUBLE

221

ROOMDOUBLE

219

ROOMDOUBLE

215

ROOMRES. ASST.

213

ROOMDOUBLE

217

ROOMDOUBLE

222

ROOMDOUBLE

220

ROOMDOUBLE

218

ROOMDOUBLE

216

ROOMDOUBLE

214

ROOMDOUBLE

212

ROOMDOUBLE

210

ROOMDOUBLE

208

ROOMDOUBLE

206

ROOMDOUBLE

204

ROOMDOUBLE

202

ROOMSINGLE

207

ROOMDOUBLE

205

ROOMDOUBLE

203

SCALE:

RESIDENT ROOM FIRST FLOOR KEY PLAN MIDDLESEX HALL - WINDHAM HALL

1/16"=1'-0"

SCALE:

RESIDENT ROOM SECOND FLOOR KEY PLAN MIDDLESEX HALL - WINDHAM HALL

1/16"=1'-0"

SCALE:

RESIDENT ROOM THIRD FLOOR KEY PLAN MIDDLESEX HALL - WINDHAM HALL

1/16"=1'-0"

SCALE:

RESIDENT ROOM FOURTH FLOOR KEY PLAN MIDDLESEX HALL - WINDHAM HALL

1/16"=1'-0"

CORRIDORC2A

CORRIDORC3A

CORRIDORC4A

EXISTING ROOF DRAIN PIPING.(TYPICAL 4 LOCATIONS / FLOOR)

1

TYPICAL RESIDENT ROOM PLAN -ALL RESIDENT ROOMS SIMILARSCOPE OF WORK

HATCH INDICATES SCOPE OFWORK AREA, TYPICAL

SCALE: 3/8"=1'-0"

TYPICAL RESIDENT ROOM NEW WORK PLAN 2

A

C

AA

B

C

A

DEMOLITION CALLOUT NOTES:

REMOVE EXISTING FIBERGLASS INSULATION. (TYPICAL)

EXISTING JUNCTION BOX AND SMOKE DETECTOR.

REMOVE EXISTING 1' X 2' FLUORESCENT LIGHT FIXTURE.

REMOVE EXISTING EXTERIOR SPRINKLER ESCUTCHEON RING.

REMOVE EXISTING SWITCH & RACEWAY TO EXISTING LIGHT FIXTURE.

A

B

C

NEW WORK CALLOUT NOTES:

INSTALL NEW PVC JACKETED PIPE INSULATION. (TYPICAL OF STORMAND HEATING PIPES)

NOT USED

INSTALL NEW 1' X 2' LED LIGHT FIXTURE. LIGHT FIXTURE TO BEFURNISHED BY OWNER AND INSTALLED BY CONTRACTOR.

INSTALL NEW EXTERIOR SPRINKLER ESCUTCHEON RING. RETAINEXISTING INTERIOR ESCUTCHEON PLATE AND SPRINKLER HEAD.

INSTALL NEW LIGHT SWITCH, SURFACE MTD. BOX, SWITCH COVERAND SURFACE MOUNTED RACEWAY TO OWNER SUPPLIED LIGHTFIXTURE.

A

B

C

D D

D

D

2

2

22

E

E

2

E

E

2

SURFACE MOUNTED RACEWAY SYSTEM:

NOTE: SURFACE MOUNTED RACEWAY BASIS OF DESIGN:

1. RACEWAY - WIREMOLD CAT. NO. 2000BC2. FITTINGS - WIREMOLD CAT. NO. 2017TC, V2011,

2001-V2010A23. DEVICE BOXES - WIREMOLD CAT. NO. V2048

B

PROJECT:

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860)

486-3

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DRAFTER:

PROJECT NO: 300112

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Hartford Hall

PROJECT NORTH

INSULATION, REFERTO SPECIFICATIONS

1. ALL SEAMS AND JOINTS SHALL BE SEALED TO ENSURE ACONTINUOUS VAPOR BARRIER, REFER TO SPECIFICATIONS.

NOTES:

SCALE:1 TYPICAL PIPE PENETRATIONNONE

PIPING, REFER TO PLANSFOR TYPE.

SLAB, REFER TOARCHITECTURAL FOR TYPE.

1 HOUR RATED THROUGHPENETRATION FIRESTOPSYSTEM. UL SYSTEM NO.1479. (TYPICAL ATALL FLOOR PENETRATIONS).

Section A-A

SCALE:4 FIRESTOP COLLAR ASSEMBLY DETAILNONE SCALE:2 TRENCH DRAIN DETAIL

NONE

SLOPE

EXISTING SANITARY LINE

FINISHED FLOOR WATER CLOSETFLOOR FLANGE


SCALE:3

WATER CLOSET FLOOR FLANGE DETAIL

NONE

EXISTING WATERCLOSET

SLOPE

EXISTING CAST IRON TRAP


TRENCH DRAIN ASSEMBLY EPOXY FINISHED FLOORPITCHED TO DRAIN.

Details

29

A A

A

A

PEP ecopassport No LGRP-00289-V01.01-EN Page 1 / 4

Product Environmental Profi leWiremold® Large Steel Single or Dual-Channel Raceway Systems

Wiremold60 Woodlawn StreetWest Hartford, CT 06110

1.877.BY.LEGRAND (295.3472)www.legrand.us

LEGRAND’S ENVIRONMENTAL COMMITMENTS • Incorporate environmental management into our industrial sitesOf all Legrand sites worldwide, over 85% are ISO 14001-certifi ed (sites belonging to the Group for more than fi ve years).

• Offer our customers environmentally friendly solutionsDevelop innovative solutions to help our customers design more energy effi cient, better managed and more environmentally friendly installations.

• Involve the environment in product design and provide informations in compliance with ISO 14025Reduce the environmental impact of products over their whole life cycle.Provide our customers with all relevant information (composition, consumption, end of life, etc.).

PRODUCTS CONCERNED

REFERENCE PRODUCT

FunctionHouse and protect the wiring along 1 meter for a working life duration of 20 years. The installation trunking 2000 Series raceway system with cross-section of 516mm² includes the profi l and accessories that are representative of standard use.

Reference Product

Cat. No. 2000BC Cat. No. 2017TC, V2011,2001-V2010A2 Cat. No. V2048-2, V2048

Raceway Fittings Device Boxes

Single & Dual-Channel raceway system 3/4‘’ X 1 9/32’’

The company reserves the right to change specifi cations and designs without notice. All illustrations, descriptions, dimensions and weights in the document are for guidance and cannot be held binding on the company.

The environmental impact of the referenced products refers to the entire 2000®, 2400®, and 2400D® Series raceway systems as presented in the Wire & Cable management catalog in Steel Surface Raceway Systems.

For 2400®, and 2400D® Series Raceway, see correction factor as defi ned at the end of this document.


Product Environmental ProfileWiremold® Steel Single or Dual-Channel Raceway Systems



MANUFACTURE This Reference Product comes from sites that have received ISO14001 certification.

Total weight of Reference Product 1.14 lbs (with unit packaging)

Plastics as % of weight Metals as % of weight Other as % of weight

Steel 95.5 %

Packaging as % of weight

Paper 3.9 %

PE 0.5 %

Wood 0.1 %

Total plastics 0 % Total metals 95.5 % Total other and packaging 4.5 %

Estimated recycled material content: 37 % by mass.

CONSTITUENT MATERIALS This Reference Product contains no substances prohibited by the regulations applicable at the time of its introduction to the market.It respects the restrictions on use of hazardous substances as defined in the RoHS directive 2011/65/CE.

DISTRIBUTION Products are distributed from logistics centers located to optimize transport efficiency using EPA SmartWay® certified carriers to reduce greenhouse gases emissions. The Reference Product is therefore transported over an average distance of 1425 miles by truck from our warehouse to the local point of distribution into the market in North America.

INSTALLATION For the installation of the product, only standard tools are needed.

USE Servicing and maintenance :Under normal conditions of use, this product requires no servicing or maintenance.

Consumables :No consumables are necessary to use the Reference Product.

END OF LIFE Development teams integrate product end-of-life factors in the design phase.

Hazardous waste* contained in the product: no hazardous waste(*) Hazardous waste as defined by European Commission decision 2000/532/EC.

• Recycling rate: Calculated using the method described in the IEC/TR 62635 technical report, the recyclability rate of the product is estimated as 99.5 %. This value is based on data collected from a technological channel using industrial procedures. It does not pre-validate the effective use of this channel for end-of-life electrical and electronic products.

Separated into: - metal materials (excluding packaging) : 95.5 % - packaging (all types of materials) : 4.0 %





Manufacture Packaging taken into account. As required by the «PEP ecopassport» programme all transports for the manufactu-ring of the Reference Product, including materials and components, has been taken in account. The waste generated during manufacturing phase has been taken into account.

Distribution Transport between the last Group distribution centre and an average delivery to the sales area

Installation The end-of-life of the packaging is taken into account at this phase

Use • Under normal conditions of use, this type of product requires no servicing or maintenance.• No consumables are necessary to use this type of product.• Product category: Cable Management, trunking system.• Use scenario : no energy consumption during the 20 years working life. This modelling duration does not constitute a minimum durabilty requirement.• Energy model: Electricity Mix; United States - 2009.

End of life The default end of life scenario maximizing the environmental impacts

Software and database used

EIME V5 and its database «CODDE-2015-04» and the indicators defined ine the PCR ed3 in alignment with the EN 15804 standard.

ENVIRONMENTAL IMPACTS The evaluation of environmental impacts examines the stages of the Reference Product life cycle: manufacturing, distribution, installation, use and end-of-life. IIt is representative from products marketed and used in North America.

For each phase, the following modelling elements were taken in account:

SELECTION OF ENVIRONMENTAL IMPACTS

The values of the 27 impacts defined in the PCR-ed3-EN-2015 04 02 are available in the digital database of pep-ecopassport.org website.

Total for Life cycle

Raw material and manufacture Distribution Installation Use End of life

Global warming 2.00E+00 kgCO2 eq. 1.88E+00 94% 8.98E-02 4% 2.09E-03 < 1% 0.00E+00 0% 3.09E-02 2%

Ozone depletion 2.83E-08 kgCFC-11 eq. 2.79E-08 99% 1.82E-10 < 1% 1.82E-11 < 1% 0.00E+00 0% 1.98E-10 < 1%

Acidification of soils and water 6.59E-03 kgSO2 eq. 6.05E-03 92% 4.04E-04 6% 9.52E-06 < 1% 0.00E+00 0% 1.31E-04 2%

Water eutrophication 9.31E-04 kg(PO4)3- eq. 6.07E-04 65% 9.28E-05 10% 1.19E-05 1% 0.00E+00 0% 2.19E-04 24%

Photochemical ozone formation 7.75E-04 kgC2H4 eq. 7.36E-04 95% 2.87E-05 4% 6.91E-07 < 1% 0.00E+00 0% 9.81E-06 1%

Depletion of abiotic resources - elements 4.74E-07 kgSb eq. 4.69E-07 99% 3.60E-09 < 1% 9.45E-11 < 1% 0.00E+00 0% 1.30E-09 < 1%

Total useof primary energy 1.21E+02 MJ 1.20E+02 99% 1.20E+00 < 1% 2.61E-02 < 1% 0.00E+00 0% 3.70E-01 < 1%

Net useof fresh water 1.32E-02 m3 1.32E-02 100% 8.04E-06 < 1% 7.41E-07 < 1% 0.00E+00 0% 7.89E-06 < 1%

Depletion of abiotic resources - fossil fuels

2.06E+01 MJ 1.89E+01 92% 1.26E+00 6% 2.86E-02 < 1% 0.00E+00 0% 4.06E-01 2%

Water pollution 2.59E+01 m3 6.39E+00 25% 1.48E+01 57% 3.05E-01 1% 0.00E+00 0% 4.41E+00 17%

Air pollution 2.88E+02 m3 2.82E+02 98% 3.68E+00 1% 2.13E-01 < 1% 0.00E+00 0% 1.75E+00 < 1%





Registration N°: LGRP-00289-V01.01-EN Drafting rules: PEP-PCR-ed3-EN-2015 04 02Supplemented by PSR-0003-ed1.1-EN-2015 10 16

Verifier accreditation N°: VH02 Information and reference documents : www.pep-ecopassport.org

Date of issue: 01-2017 Validity period: 5 years

Independent verification of the declaration and data, in compliance with ISO 14025:2010 Internal External

The PCR review was conducted by a panel of experts chaired by Philippe Osset (SOLINNEN)

The elements of the present PEP cannot be compared with elements from another program

Document in compliance with ISO 14025 : 2010: «Environmental labels and declarations. Type III environmental declarations»

Environmental data in alignment with EN 15804 : 2012 + A1 : 2013

For products covered by the PEP other than the Reference product, the environmental impacts of each phase of the lifecycle are calculated with :

2000 2400/2400DCORRECTION FACTOR OVERALL 1.00 2.45

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

GWP ODP A EP POCP ADPe PE FW ADPf WP AP

End of life

Use

Installation

Distribution

Manufacturing

% ENVIRONMENTAL IMPACT PER LIFE CYCLE STAGE OF REFERENCE PRODUCT

Hilti FirestopSaving livesthrough innovationand education

Product Information

Hilti. Outperform. Outlast.Hilti, Inc. (U.S.) 1-800-879-8000 • www.us.hilti.com • en español 1-800-879-5000 • Hilti Firestop Systems Guide

IntroductionApplications and Products

Selector Guide

Through-PenetrationJoint

Reference D

ata

Firestop Collar (CP 643N)

Product description ■ A ready-to-use firestop collar, made of a galvanized steel housing

and intumescent inserts for firestopping combustible pipes

Product features ■ Ready-to-use collar ■ No construction required ■ Fast installation time ■ Adjustable mounting tabs ■ Low profile for tight installations

Areas of application ■ Firestopping combustible pipes up to 6" diameter in penetrations

through fire walls and floors ■ Suitable for the following pipe materials: ■ PVC, CPVC, ABS, PVDF, PP and FRPP

For use with ■ Concrete, masonry, wood floor and gypsum wall assemblies ■ Wall and floor assemblies rated up to 4 hours

Types of installation ■ Wall: two collars, one on each side ■ Floor: one collar on underside (bottom)

Example ■ Waste water pipes ■ Fresh water pipes

Installation instructions for CP 643NNotice • Before handling, read Material Safety Data Sheet and

product label for safe usage and health information. • Instructions below are general guidelines — always

refer to the applicable drawing in the UL Fire Resistance Directory or Hilti Firestop Systems Guide for complete installation information

Opening1. Clean the plastic pipes. Expansion of the

intumescent material during a fire acts to close the plastic pipe. Very dirty pipes (ie: with remains of mortar) may lead to a delay in this closing action. Soiled plastic pipes should, therefore, be cleaned in the area where the CP 643N Firestop Collar is to be installed.

Application of firestop system2. Seal the opening if required. Gaps may be closed

with FS-ONE. The approved methods vary and are given in the specific UL system.

3. Close the CP 643N Firestop Collar. Place the CP 643N Firestop Collar around the plastic pipe and lock the closure by applying firm pressure until it latches.

4. Attach fastening hooks. The fastening hooks can be attached to various points on the metal hous ing. This allows the fastening points to be made to suit the space available in each case. The hooks must be positioned as symmetrically as possible. The required number of fastening hooks is indicated on the packaging.

5. Fastening the CP 643N Firestop Collar. Only when fastened properly can CP 643N offer protection against fire.

a. Mark the fastening points.b. Drill holes with a Hilti rotary hammer drill (i.e.

TE 4-A18) or, depending on base material, fasten using Hilti powder-actuated tool.

c. To secure the CP 643N Firestop Collar, use Hilti anchors/fasteners.

d. For maintenance reasons, a penetration can be permanently marked with an identification plate and fastened in a visible position next to the seal.

Not for use• With metal pipes• In highly corrosive surroundings• With unapproved anchors/fasteners

Storage• Store only in the original packaging in a location

protected from moisture

1. Clean plastic pipe. 2. Close remaining gap to provide smoke and gas resistant seal.

3. Close collar. 4. Attach fastening hooks. 5. Fasten collar and identification plate (if required).

FM

R

FILL, VOID OR CAVITY MATERIALS CLASSIFIED BY

UNDERWRITERS LABORATORIES, INC.FOR USE IN TROUGH-PENETRATION

FIRESTOP SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY

66Y7

FIRESTOP DEVICE FOR USE IN THROUGH-PENETRATION

FIRESTOP SYSTEMSSEE UL FIRE RESISTANCE DIRECTORY

5N76

Technical Data CP 643N Pipe outsideDescription dia (in.)

Collar Collar No. of outside Height hooks and dia. (in.) (in.) fasteners

CP 643-50/1.5"N 1.4–2.0 2.8 0.9 2CP 643-63/2"N 2.0–2.5 3.4 1.3 2CP 643-90/3"N 2.6–3.6 4.9 1.7 3CP 643-110/4"N 3.6–4.5 6.0 1.9 3CP 643-160/6"N 6.6 9.8 1.9 4Temperature resistance -40°F to 140°F (–40°C to 60°C)Intumescent activation Approx. 392°F (200°C)Expansion ratio (unrestricted) Up to 1:10Tested in accordance with• UL 1479 • ASTM E 814 • ASTM G21

Visit fbcsystemcompatible.com. FBC™ is a trademark of the Lubrizol Corporation.

FRIAR ARCHITECTURE INC. April 4, 2019

2018‐093B Residence Hall & Bathroom Renovations OFMBI ‐ 1 North Campus & East Campus ‐ University of Connecticut

Project No. 300112

EAST CAMPUS ‐ RESIDENCE HALL & BATHROOM RENOVATIONS Construction Document Review Report Responses Grange Hall / Hicks Hall – PROJECT NO. 300112B UNIVERSITY OF CONNECTICUT STORRS, CONNECTICUT

Index #2, In reference to Sheet #’s R1.1 & MEP4.1 – One hour through penetration for floors; We have provided a through penetration fire rated protection system. Fire Stop Collar CP 643N, tested in accordance with UL 1479, See enclosed revised Sheet R1.1 & Sheet A1.0 for basis of design product.

Index #3, In reference to Sheet #’s A1.0, E‐A1.1 & E‐A1.4 ‐ General Construction Notes; We will change the note reference to E‐A1.4 & E‐A2.4 from A4.1, See enclosed Sheet A1.0.

Index #4, In reference to Sheet #’s A1.0, E‐A1.1 & E‐A1.4 ‐ General Construction Notes; We will change the note reference to E‐A1.4 & E‐A2.4 from A4.1, See enclosed Sheet A1.0.

Index #8, In reference to Sheet #’s E‐A1.2 & E‐A2.2 – New Shower Ceiling Type; We will add a note to the Grange Hall 1st / 2nd / 3rd Floor Ceiling Plan, C‐1 denotes new gypsum board ceiling system, See enclosed Sheet E‐A1.2. Refer to Detail 1/E‐A1.2 for typical construction. We will add a note to the Hicks Hall 1st / 2nd / 3rd Floor Ceiling Plan, C‐1 denotes new gypsum board ceiling system, See Enclosed Sheet E‐A2.2. Refer to Detail 1/E‐A2.2 for typical construction.

STORRS ROAD

GRANGE HALL

HICKS HALL

HORSEBARN HILLROAD

NORTHEAGLEVILLE ROAD

30"x48" CLEAR FLOOR SPACE

ABBREVIATIONS / NOTES LEGENDS / NOTES

DEMOLITION TAG

DOOR NUMBER

ROOM NUMBER

PHOTO LOCATION

SOFFITS / OVERHANG ABOVE

NEW CONCRETE BLOCK

NEW STUD CONSTRUCTION

REVISION NUMBER

PHOTO NUMBER

NUMBER

DATUM / ELEVATION / LEVEL LINE

NUMBER

NUMBER

NUMBER/TYPE

NUMBERWALL TYPES

WALL SECTION

COLUMN CENTERLINE

BUILDING SECTION

DETAIL DESIGNATION,

LARGE SCALE PLANS

SECTION NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

NUMBERS - (VERT.)

LETTERS - (HORIZ.)

SHEET NUMBER

DETAIL NUMBERPLAN DETAIL,

ARCHITECTURAL SYMBOLS

(CALL OUT)

MARBLE

GYPSUM BOARD

GLAZING

GLAZED BRICK

GLASS BLOCK

GLASS

ELEVATIONS

CERAMIC TILE

BRICK

ARCHITECTURAL MATERIALS

FACE BRICK

CONCRETE

C.M.U.

CERAMIC TILE

CARPET

BATT INSULATION

ALUMINUM

ACOUSTICAL TILE

ROUGH WOOD

FACING TILESTRUCT. GLAZED

TERRA-COTTA

STEEL

(INTERRUPTED)

(CONTINUOUS)

PLYWOOD (SMALL)

RIGID INSULATION

ROUGH WOOD

PLASTER

NEW FACE BRICK

AREA OF REFUGE WHEELCHAIR SPACEACCESS. CLEAR FLOOR SPACEASSEMBLY WHEELCHAIR SEAT

ACCESSIBLE ELEMENT

EXISTING CONSTRUCTION TO REMAIN

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATIONS

CONCRETE BLOCK

CEILING DESIGNATIONCEILING HEIGHT (NUMBER)

CEILING TYPE (LETTER)

DEMOLITION NOTES

CONSTRUCTION NOTES

10. ALL PARTITIONS ARE TO EXTEND TO UNDERSIDE OF DECK ABOVE.

9. ALL EGRESS DOORS SHALL BE NON-LOCKING IN DIRECTION OF TRAVEL.

8. WHERE REQUIRED, SEISMIC BRACING SHALL BE PROVIDED AT SUSPENDED CEILINGS.

7. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT WALLS AS REQUIRED TO SUPPORTPIPING, CABINETS TV BRACKETS AND RELATED ITEMS.

6. UNLESS OTHERWISE NOTED OR DIMENSIONED, NEW PARTITIONS SHALL BE CENTEREDON BUILDING COLUMN GRID OR WINDOW MULLIONS.

5. CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF THE TRADE WHOSE WORKRESULTS IN THE NEED FOR CUTTING AND PATCHING UNLESS A SPECIFIC CONTRACTORIS CALLED OUT ON THE DRAWINGS. ALL HOLES LEFT BY REMOVING MECHANICAL,PLUMBING AND ELECTRICAL EQUIPMENT, ETC. SHALL BE PATCHED.

4. ALL NEW WORK SHALL BE IMPLEMENTED SO AS TO PROVIDE A SMOOTH ANDCONTINUOUS SURFACE WITH ALL EXISTING CONDITIONS. CONTRACTOR SHALL BERESPONSIBLE FOR ALL WORK NECESSARY TO ACHIEVE THIS REQUIREMENT, EVENTHOUGH PROCEDURES ARE NOT DETAILED FOR EACH SPECIFIC CONDITION ORCOMBINATION OF CONDITIONS. QUALITY OF WORKMANSHIP, MATERIALS ANDFINISHES SHALL BE EQUAL TO THE LEVEL ESTABLISHED FOR SIMILAR CONSTRUCTION,EXCEPT WHERE EXISTING APPEARANCE IS TO BE MATCHED TO ACHIEVE CONTINUITY.

3. CONTRACT DRAWINGS MAY VARY FROM ACTUAL FIELD CONDITIONS. CONTRACTORSHALL CORRECT DIMENSIONS OF ALL MATERIALS TO CARRY OUT THE INTENT OF THECONTRACT DRAWINGS. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN FIELDBEFORE ORDERING ANY MATERIALS. CONTRACTOR SHALL NOTIFY ARCHITECT PROMPTLYOF ANY CRITICAL DISCREPANCIES BEFORE PROCEEDING WITH WORK.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALLNATIONAL, STATE AND LOCAL CODES AND ORDINANCES.

2. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGCLARIFICATION OF DIMENSIONS FROM THE ARCHITECT BEFORE CONTINUING WITHCONSTRUCTION.

1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL,STATE, LOCAL CODES & ORDINANCES.

2. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO HOW THEGENERAL EXTENT OF THE WORK ONLY. THE CONTRACTOR SHALL INCLUDE ALLDEMOLITION WORK REQUIRED TO ACCOMPLISH THE INTENT OF THE PLANS ANDSPECIFICATIONS.

3. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING / SITE UNLESS NOTEDOTHERWISE. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TOREMAIN OWNERS PROPERTY. THE PROJECT SITE / BUILDING SHALL BE CLEANED OFDEBRIS ON A DAILY BASIS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY ORPERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION ANDCONSTRUCTION.

5. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPEDOFF BEHIND FINISHES, UNLESS NOTED OTHERWISE. REFER TO MECHANICAL /ELECTRICAL / PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

6. CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS INDICATED.MASONRY SHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING.

7. ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICHARE NOT NOTED TO REMAIN, SHALL BE FILLED AND / OR PATCHED TO MATCH THEADJACENT EXISTING OR NEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

8. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BEFILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISHAS DESIGNATED, INCLUDING ALL REQUIRED RATINGS.

9. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OFDEMOLITION.

GENERAL NOTES1. DIMENSION CRITERIA

A. FROM FACE OF METAL STUD TO FACE OF METAL STUD.B. FROM FACE OF METAL STUD TO FACE OF CONCRETE MASONRY UNIT.C. FROM FACE OF CONCRETE MASONRY UNIT TO FACE OF CONCRETE

MASONRY UNIT.

2. REFER TO SHEET A1.0 FOR WALL TYPES.Code Information

2

R1.1

SECTION

MFR.

LAV.LTG.

MANUFACTURER

LAVATORYLIGHTING

W.C.WATER CLOSET

IN. OR "INFO.

JT.

GYP.BD.

HGT.H.C.

FIXT.

FDFL.

FIN.

ELEV.

EQ.

FT.

EL.

ELEC.

DIM.

DEMO.

C.J.CONT.

TBD

STRUCT.

S.F.

STD.STL.

V.A.T.V.C.T.

TEMP.

INCH OR INCHESINFORMATION

JOINT

GYPSUM BOARD

HANDICAPPEDHEIGHT

U.L.

TYP.

T/O

FIXTUREFLOORFLOOR DRAIN

FINISH, FINISHEDSTOR.

ST. STL.

VINYL COMPOSITION TILEVINYL ASBESTOS TILE

TYPICAL

UNDERWRITER'S

TOP OF

TO BE DETERMINED

SQUARE FEET (FOOT)

STEEL

TEMPERATURE/TEMPORARY

STORAGE

STANDARD

STRUCTURAL

STAINLESS STEEL

REINF.

SPEC.

SHT.SECT.SCHED.

ELEVATOR

FEET, FOOT

EQUAL

ELECTRIC / ELECTRICAL

ELEVATION

SIM.

CONSTRUCTION JOINT

DEMOLITION

DIMENSION

CONTINUOUS

REV.REQ'D.

RAD.

SHEET

SPECIFICATIONSSIMILAR

SCHEDULE

REQUIREDREVISION, REVISED

REINFORCED / REINFORCING

RADIUS

CLG.

B/OBLDG.

ARCH.

A.C.T.

MISC.MIN.

PLYWD.

P.LAM.

MATL.

MAS.

CONTROL OR

BOTTOM OF

CEILINGPTD.

O.C.

ARCHITECTURAL/

BUILDING

ACOUSTIC TILE

MECH.MAX.

M.O.

PLASTIC LAMINATE

ON CENTER

PAINTED

PLYWOOD

MASONRY

MATERIAL

MECHANICAL

MISCELLANEOUSMINIMUM

MAXIMUM

MASONRY OPENING

ABOVE FINISH FLOOR A.F.F.

ALT.ALTERNATELANGLE

@AT

BD.BOARD

CTR.CENTER

CORR.CORRIDOR

DOWN DN.

EXPANSION JOINTEXISTING EXIST.

E.J.

EXP.E.J.EXPANSION JOINT

EXPANSION

HORIZ.HORIZONTALHOLLOW METAL HM.

INTERIORINSULATION

INT.INSUL.

PREFAB.PREFABRICATED

PT.POINT

RM.ROOM

SYSTEMSUSPEND, SUSPENSION

SYS.SUSP.

V.I.F.VERIFY IN FIELDVERTICAL VERT.

W/WITH

ABBREVIATIONS

SSSOLID SURFACE

CTCERAMIC FLOOR TILECTBCERAMIC TILE BASECWTCERAMIC WALL TILE

PPAINT

ELECTRICAL MOUNTING HEIGHTS

CODE INFO

ALL EXISTING ELECTRICAL DEVICES SCHEDULED TO BE REMOVED AND REINSTALLED SHALL BE REINSTALL IN THE SAME LOCATION, UNLESS OTHERWISE NOTED.

ALL MOUNTING HEIGHTS TO BE COORDINATED WITH BLOCK COURSING AS OCCURS. CONSULT ARCHITECT IF EXISTING CONDITIONS DIFFER

CODE INFO

1/2 HOUR RATED FIRE STOPPING SYSTEM - UL SYSTEM NO. W-J-1067:METAL PIPE THROUGH CONCRETE BLOCK WALL ASSEMBLY, INSTALL AT EXISTINGDORMITORY ROOM FIRE PARTITION WALLS,. THE BASIS OF DESIGN: PRODUCT -FS-ONE AS MANUFACTURED BY HILTI, INC. FOR A 1 HOUR RATED WALL

FIRE / SMOKE STOPPING INFO

1 HOUR RATED FIRE STOPPING SYSTEM - UL SYSTEM NO. W-J-1067:METAL PIPE THROUGH CONCRETE BLOCK WALL ASSEMBLY, INSTALL AT EXISTING &NEW FIRE PARTITION WALLS,. THE BASIS OF DESIGN: PRODUCT - FS-ONE ASMANUFACTURED BY HILTI, INC. FOR A 1 HOUR RATED WALL

1 HOUR RATED THROUGH PENETRATION FIRE STOPPING SYSTEM - UL SYSTEM NO.F-E-1004:METAL PIPE THROUGH CONCRETE FLOOR/CEILING ASSEMBLY, INSTALL ATEXISTING CONCRETE FLOORS. THE BASIS OF DESIGN: PRODUCT - FS-ONE ASMANUFACTURED BY HILTI, INC. FOR A 1 HOUR RATED FLOOR/CEILING ASSEMBLY

Roof Construction and

Floor Construction and

Nonbearing walls and partitions (Exterior)

FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601)4.

ExteriorInterior

Bearing walls:

Hr(s)

Hr(s)

Hr(s)Hr(s)

Date of Original Construction

GROUP CLASSIFICATION

CONSTRUCTION TYPE

1.

2.Actual Type Provided: (Existing)

(Primary)

(Incidental)

Renovation

R-2 RESIDENTIAL

20181960's

Primary structural frame Hr(s)

Nonbearing walls and partitions (Interior) Hr(s)

ADDITIONAL BUILDING / CODE INFORMATION

2A

None

1

11

0

1

1

MINIMUM PLUMBING FIXTURE COUNT per (IEBC Chapter 4, Toilets 410.8.11)8.

Existing Showers

Number Provided

SPRINKLER PROTECTION (Existing) 9.

Work Area

MODIFICATIONS6.

OCCUPANCY LOAD - 5.

ACCESSIBLE BUILDING7. Designated

Existing

B-BUSINESSSTORAGE

New Construction

X

Existing Bathroom Renovations -

WORK AREA 3.

NoneX

Hr(s)-

(Incidental)

No Change of Use

Refer to Table 601 for all footnotes

2 or 3 Existing/ Floor Existing

2 HOUR RATED WALL - SHAFTS 3 STORIES OR MORE(EXISTING CONSTRUCTION - ASSUMED)

(EXISTING CONSTRUCTION - ASSUMED)1 HOUR RATED WALL - SHAFTS 3 STORIES OR LESS

1/2 HOUR FIRE PARTITION - DORMITORY ROOM WALLS (EXISTING CONSTRUCTION - ASSUMED)

TYPICAL LOCATIONS:

Existing Occupancy Load (WORK AREA) No Change of Occupancy Load

Accessible Showers# to match Existing

NORTH CAMPUS :

HAZARDOUS MATERIAL NOTES

Reference Sheet ALL DEMOLITION WORK IS TO BE PERFORMED IN ACCORDANCE WITH ANAPPROVED ASBESTOS WORK PLAN FROM THE STATE OF CONNECTICUTDEPARTMENT OF PUBLIC HEALTH, UNDER CONTAINMENT WITH A PRESSUREDIFFERENTIAL AND CONTIGUOUS DECONTAMINATION UNITS.

CURRENT AREAS HAVE BEEN TESTED AND HAVE BEEN IDENTIFIED FORABATEMENT. ANY CHANGE IN PROJECT SCOPE WILL NEED TO BE INVESTIGATEDBY THE OWNER'S ABATEMENT CONSULTANT PRIOR TO THE COMMENCEMENT OFWORK BY THE GENERAL CONTRACTOR.

LABORATORIES

ARCHITECT



Residential Use

First Floor

HARTFORD HALL

MIDDLESEX HALL

SCALE: NOT TO SCALE

BUILDING KEY PLAN

TYPICAL FIRE RATED ASSEMBLIESREFER TO SHEET A1.0 FOR TYPICAL U.L. FIRE RATED ASSEMBLIES REQUIRED ATEXISTING REINFORCED CONCRETE FLOOR SLAB AT EACH SHOWER DRAINLOCATION.

ALL FIRE RATED WALLS ARE TO BE SEALED TOP & BOTTOM, TERMINATE AT THEUNDERSIDE OF THE FLOOR ABOVE OR THE ROOF ABOVE, TYPICAL.

SEAL ALL THROUGH WALL PENETRATIONS TO MAINTAIN CONSISTENT FIRE, SMOKEAND STC RATINGS. ALL PENETRATIONS INCLUDING BUT NOT LIMITED TO ALLELECTRICAL (CONDUITS AND BOXES), MECHANICAL (DUCTS,PIPES), PLUMBING ANDFIRE PROTECTION PIPING. SEE WALL TYPES FOR ASSOCIATED RATINGS.

CONTRACTOR TO VERIFY THAT ALL FIRE RATED ASSEMBLIES ARE CONSTRUCTED INACCORDANCE WITH APPROVED LISTED ASSEMBLIES PER THE CURRENT U.L. FIRERESISTANCE DIRECTORY.

TYPICAL NOTES - CODE RELATED

CONCRETE FILL MATERIAL:CONTRACTOR TO FORM & FILL ALL SLAB OPENINGS CREATED BY THE DEMOLITION PROCESS.ALL FILL SHALL BE COMMERCIAL GRADE FAST SET CONCRETE MIX PRODUCT NO. 1004-51 ASMANUFACTURED BY COMMERCIAL GRADE QUIKRETE / THE QUIKRETE COMPANIES.. TYPICALLOCATIONS:(NOT LIMITED TO) ALL FLOOR MOUNTED TOILET LOCATIONS, PIPE VOIDS FROMDEMO'D PIPING LOCATIONS & FILL MATERIAL AS REQUIRED AT EXISTING SHOWER DRAINLOCATIONS.

CLCUT LINE

REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION

CONSTRUCTION TAGNUMBER

PROJECT:

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DRAFTER:

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SHEET TITLE:


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SHEET:

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STATUS:

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Existing Showers

Number ProvidedWork Area

Existing2 or 3 Existing/ Floor

Existing Accessible Showers# to match Existing

EAST CAMPUS :

First Floor

WINDHAM HALL

SCALE: NOT TO SCALE

BUILDING KEY PLAN

NORTH EAGLEVILLE ROAD

EAST CAMPUS - NORTH CAMPUS -PROJECTNORTH

PROJECTNORTH

CURRENT CODES

CURRENT 2018 STATE BUILDING CODE: 2015 International Building Code *

2015 International Residential Code *

2015 International Energy 2017 National Electrical Code (NFPA 70) *

2009 Accessible and Usable Buildings and 2015 International Mechanical Code *2015 International Plumbing Code *

2015 International Existing Building Code *

Facilities (ICC A117.1-2009)

Conservation Code *

* With Connecticut Amendments and General

2013 NFPA 13 - Installation of Sprinkler Systems

Statute requirements

CHAPTER 3: COMPLIANCE METHODS -

THE INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CHAPTER 3: Compliance Methods: Work Area Compliance Method per Section 301.1.2

CHAPTER 5: CLASSIFICATION OF WORK -Section 504 Alteration Level 2,504.1 Scope. Level 2 alterations include the reconfiguration of space, the addition orelimination of any door or window, the reconfiguration or extension of any system, orthe installation of any additional equipment.

The Alteration must comply with Chapter 7, Alterations - Level 1:Section 701 - General, In Particular Section 701.2 Conformance.Section 702 - Building Elements and MaterialsSection 703 - Fire ProtectionSection 704 - Means of EgressSection 708 - Energy Requirements, In Particular Section 708.1 MinimumRequirements

By complying with the applicable requirements of Chapters 7 of the 2015International Existing Building Code (IEBC) this alteration shall be considered incompliance.

504.2 Application - Level 2 Alterations shall comply with the provisions of Chapter 7:Alterations - Level 1 as well as the provisions of Chapter 8: Alterations - Level 2

A B

A B

SHOWER ROOM FLOOR LOCATIONS (NEW): NEW EPOXY FLOOR SYSTEM, PROVIDEEPOXY MORTAR @ CONCRETE FLOORS TO SLOPE ALL AREAS TO DRAIN 1

4"/FT MIN.EPOXY FLOOR SYSTEM (EFS) TO BE FLUSH WITH TOP OF TRENCH TYPE LINEARSHOWER DRAIN, TYPICAL. PROVIDE NEW CMU CURB THRESHOLD, REFER TO CURBDETAILS. REFER TO PLUMBING DRAWINGS FOR DRAIN TYPES.

SHOWER COMPARTMENT WALL LOCATIONS (PATCH / REPAIR): PATCH & REPAIREXISTING EPOXY WALL SYSTEM OVER EXISTING MASONRY WALLS. REFER TO FINISHSCHEDULE & DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR LOCATIONS.

SHOWER ROOM / BATHROOM WALL LOCATIONS (NEW): INSTALL NEW EPOXY WALLSYSTEM (EWS) OVER EXISTING MASONRY WALLS W/ EXISTING WALL FINISH. REFERTO FINISH SCHEDULE & DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR LOCATIONS.

PROVIDE NEW SHOWER CURTAIN RODS (CURTAINS & HOOKS BY OWNER) REFER TOFINISH SCHEDULE & DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR INFORMATION.COORDINATE FINAL INSTALLATION HEIGHT W/ ARCHITECT.

INSTALL GYPSUM BOARD CEILING SYSTEMS REFER TO CEILING PLANS FORLOCATIONS, TYPICAL

INSTALL ALL SHOWER VALVES, HARDWARE, SHOWER HEADS, AND ESCUTCHEONPLATES. SEE PLUMBING DRAWINGS / SPECS FOR ADDITIONAL REQUIREMENTS.PROVIDE SOLID MASONRY WALL CONSTRUCTION AS REQUIRED FOR VALVEINSTALLATION.

ALL EXISTING STRUCTURAL GLAZED FACING TILE / EXISTING CONCRETE SCHEDULEDFOR NEW EPOXY FLOOR (EFS) & EPOXY WALL (EWS) SHALL BE PREPPED PER EPOXYMANUFACTURER'S REQUIREMENTS.

INSTALL NEW EPOXY WALL SYSTEM (EWS) ON EXISTING STRUCTURAL GLAZEDFACING TILE. "CUT IN" WALL SYSTEM AROUND EXISTING PLUMBING FIXTURES ANDCOUNTERTOPS SCHEDULED TO REMAIN, TYPICAL

INSTALL ALL NEW ROBE HOOKS ON ADJACENT WALL OF ALL SHOWERS, (1) HOOK PERSHOWER HEAD, MOUNTED @ 5'-6" AFF.

PROVIDE TEMPORARY PROTECTION FOR EXISTING SMOKE DETECTORS AND FIRESUPPRESSION HEADS.

INSTALL NEW EPOXY FLOOR SYSTEM (EFS) W/ INTEGRAL BASE (EB) AT BATHROOMLOCATIONS, PROVIDE TRANSITION DETAIL @ ALL DOOR THRESHOLDS.

RE-INSTALL EXISTING GRAB BARS AT ENTRANCE WALLS TO AND FROM SHOWERROOM AREA.

1

4

5

6

7

8

9

2

3

10

11

12

13

14

15

16

17

REINSTALL EXISTING RADIATOR COVERS, PRIME & PAINT.

INSTALL NEW STRUCTURAL GLAZED FACING TILE @ EXISTING WALLVOIDS ABOVE COUNTERTOPS, TYPICAL. CLEAN & PREP FOR NEW EPOXYWALL SYSTEM (EWS)

FILL IN ALL EXISTING GAPS AT THE INTERSECTION OF THE EXISTINGWALL & CEILING W/ PAINTABLE CAULKING, TYPICAL

REFER TO MEP DRAWINGS FOR ALL NEW LIGHT FIXTURES & PLUMBINGFIXTURES.

INSTALL NEW MIRRORS ABOVE BATHROOM VANITIES & BATHROOM @END WALL. REFER INTERIOR ELEVATION SHEETS E-A1.3, E-A2.3 &N-A1.3 FOR LOCATIONS & SHEETS A1.4 FOR SCHEDULES.

REINSTALL ALL EXISTING WALL MOUNTED BATHROOM AREAACCESSORIES: LIGHT FIXTURES, SHELVES, SOAP DISPENSERS, TOILETPAPER DISPENSERS, TOWEL DISPENSERS, TOWEL HOOKS & WALLMOUNTED HARDWARE, SCHEDULED FOR REUSE.

PAINT EXISTING ACCESS PANELS, INTERIOR SIDE OF HOLLOW METALDOOR FRAMES & WALL REGISTERS. REFER TO TYPICAL INTERIORELEVATIONS.

PAINT ALL BATHROOM / SHOWER ROOM CEILING SURFACES

PAINT NEW SHOWER ROOM GYPSUM BOARD FASCIA

INSTALL NEW STAINLESS STEEL BASE RECEPTORS @ ALL REINSTALLEDTOILET PARTITIONS.

REINSTALL ALL TOILET & URINAL PARTITIONS W/ NEW HARDWARE.REFER TO SPECIFICATIONS FOR ADDITIONAL INFO.

REINSTALL EXISTING WALL MOUNTED LIGHT FIXTURE

PAINT ALL EXPOSED SPRINKLER PIPING WITHIN WORK AREAS.

INSTALL NEW LIGHT FIXTURES, REFER TO ELECTRICAL LIGHTINGSCHEDULE

INSTALL ACCESS PANEL IN NEW MASONRY WALL OPENING

18

21

22

23

19

20

25

26

24

27PATCH EXISTING WALL CONSTRUCTION TO MATCH EXISTING ADJACENTWALL. CLEAN, PRIME & PAINT WALL @ AREA OF EXISTING DRINKINGFOUNTAIN (REMOVED) TO MATCH EXISTING ADJACENT FINISHES.

28

1

2

3

4

5

REMOVE ALL EXISTING SHOWER ROOM ACCESSORIES: SHOWER RODS, ROBEHOOKS, HARDWARE & SHOWER CURTAINS. INSTALL NEW SHOWERACCESSORIES PER SCHEDULE

6

7

8

9

10

11

REMOVE ALL EXISTING TOILET PARTITIONS & ASSOCIATED HARDWARE FORNEW FLOOR FINISH. REINSTALL PARTITIONS AFTER NEW FLOORINSTALLATION. REFER TO PLANS & SPECIFICATIONS FOR ADDITIONAL INFO.

REMOVE ALL EXISTING SHOWER ROOM FLOOR SYSTEMS TO EXISTINGSTRUCTURAL CONCRETE FLOOR.

12

14

15

16

REMOVE EXISTING SHOWER VALVES / ESCUTCHEONS, AND SHOWER HEADS.REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION

17

DEMOLITION NOTES (CEILING):

REMOVE EXISTING SHOWER DRAIN COVERS, REFER TO PLUMBINGDRAWINGS FOR ADDITIONAL INFORMATION

REMOVE EXISTING SHOWER PARTITIONS; DOORS, TOP RAILS, SHOWER PANELWALLS, WALL RECEPTORS, CEILING RECEPTORS & BASE RECEPTORS.

REMOVE SHOWER ACCESSORIES, EX. HOOKS, RECESSED SHELVES WITHINSHOWER AREAS DESIGNATED FOR NEW WORK.

PREP EXISTING BATHROOM TERRAZZO FLOORS PER TERRAZZO FLOORMANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEW TERRAZZOFLOOR FINISHING SYSTEM (ET).

C2

C3

C4

C5 EXISTING SPRINKLER PIPING WITHIN BATHROOM AREAS & SHOWER AREASCLEAN & PREP PIPING FOR NEW PAINT FINISH.

C6

C7

REMOVE EXISTING LIGHT FIXTURES AT SHOWER ROOM, REFER TOELECTRICAL SCHEDULE FOR NEW LIGHTING FIXTURE.

13

DEMO EXISTING GYPSUM BOARD CEILING SYSTEM / FIBERGLASS REINFORCEDPANELS & ASSOCIATED CEILING FRAMING WITHIN SHOWER ROOM FORINSTALLATION OF NEW GYPSUM CEILING SYSTEMS.

18

C1

EXISTING CONCRETE CEILING SYSTEMS WITHIN BATHROOM AREAS &SHOWER AREAS PATCH, CLEAN & PREP CEILINGS FOR NEW PAINT FINISH.

PREP EXISTING BATHROOM STRUCTURAL GLAZED FACING TILE WALLS PEREPOXY MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEWEPOXY WALL SYSTEM (EWS).

REMOVE ALL EXISTING WALL MOUNTED BATHROOM & SHOWER ROOMACCESSORIES: LIGHT FIXTURES, MIRRORS, SHELVES, SOAP DISPENSERS, TOILETPAPER DISPENSERS,TOWEL DISPENSERS, TOWEL HOOKS & WALL MOUNTEDHARDWARE WITHIN BATHROOM AREAS CLEAN & PREP FOR NEW EPOXY WALLSYSTEM. SALVAGE FOR REINSTALLATION PER OWNER'S DIRECTION.

CONTRACTOR IS TO PROPERLY DISPOSE OF EXISTING UNWANTED FIXTURESSCHEDULED FOR REMOVAL. OWNER TO REQUEST ANY FIXTURES TO BESALVAGEABLE & THEREFORE SAVED & STORED FOR OWNER'S REUSE.

EXISTING PLUMBING CHASE ACCESS PANELS, WALL MOUNTED DIFFUSERS& HOLLOW METAL DOOR FRAMES (INTERIOR SIDE) WITHIN BATHROOM &SHOWER AREAS CLEAN & PREP FOR EPOXY WALL SYSTEM.

REMOVE EXISTING ACCESS PANEL, ASSOCIATED FRAME. CUT NEW OPENINGAS REQUIRED TO ALLOW FOR INSTALLATION OF NEW ACCESS PANEL

REMOVE EXISTING LIGHT FIXTURES AT BATHROOM, REFER TO ELECTRICALSCHEDULE FOR NEW LIGHTING FIXTURE.

REMOVE EXISTING WALL ANCHORS AT BATHROOMS & SHOWER ROOMS,PATCH ALL HOLES AT EXISTING TILE WALLS PER EPOXY MANUFACTURER'SREQUIREMENTS FOR INSTALLATION OF NEW EPOXY WALL SYSTEM (EWS)

REMOVE EXISTING STAINLESS STEEL WALL INSERT SHELVING UNITS,TYPICAL AT ALL BATHROOM AREAS.

REMOVE EXISTING RADIATOR COVERS; CLEAN & PREP FOR NEW PAINTFINISH

EXISTING GYPSUM BOARD / PLASTER CEILING SYSTEMS WITHINBATHROOM AREAS & SHOWER AREAS PATCH,SKIM COAT, CLEAN & PREPCEILINGS FOR NEW PAINT FINISH.

REFER TO MEP DRAWINGS FOR ALL EXISTING ELECTRICAL / PLUMBINGFIXTURES SCHEDULED FOR REMOVAL

REMOVE EXISTING WALL MOUNTED DRINKING FOUNTAIN. CUT & REMOVEWATER, PLUMBING & ELECTRICAL COMPLETE TO THE FOUNTAIN PER MEPDRAWINGS. PATCH WALL TO MATCH EXISTING ADJACENT FINISHES.

19 REMOVE EXISTING GRAB BARS LOCATED AT THE ENTRANCE TO THESHOWER ROOM AREAS. SALVAGE FOR REINSTALLATION.

PREP EXISTING DRYING ROOM EXISTING EPOXY FLOOR SYSTEM PER EPOXYMANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF NEW EPOXYFLOOR SYSTEM (EFS).

20 CUT 12" X 12" MASONRY OPENING IN EXISTING MASONRY WALLCONSTRUCTION FOR INSTALLATION OF NEW DUCTWORK. REFER TO MEPDRAWINGS FOR DUCT SIZES & EXHAUST FAN

20 CUT MASONRY OPENING IN EXISTING MASONRY WALL CONSTRUCTION ASREQUIRED TO ALLOW FOR INSTALLATION OF NEW ACCESS PANEL.

3

Notes & DetailsTypical Legends,

A1.0

GENERAL DEMOLITION NOTESPREP ALL CEILING AREAS FOR NEW PAINT FINISH, TYP.

PREP ALL CMU WALL AREAS FOR WALL FINISHES, TYP.

PREP ALL FLOOR AREAS FOR NEW FLOORING, TYP.

REFER TO PLUMBING DRAWINGS FOR NEW SHOWER DRAINS,FLOOR DRAINS & NEW PIPE PENETRATIONS, TYP.

REMOVE & SALVAGE ALL EXISTING TOILET ACCESSORIESSCHEDULED FOR DEMO. CONSULT OWNER & TURN OVERTO THE OWNER ALL TOILET ACCESSORIES DEEMEDACCEPTABLE, TYPICAL AT ALL BATHROOMS. CONTRACTORTO DISPOSE OF TOILET ACCESSORIES NOT ACCEPTABLE TOTHE OWNER

CONSTRUCTION NOTES: KEYED TO FLOOR/CEILING PLAN

CEILING LEGEND

LIGHT FIXTURE. VERIFY IN FIELD TYPE AND SIZE

CEILING TYPE AND HEIGHT SYMBOL -

EXISTING RECESSED OR SURFACE MOUNTED

CEILING TYPE CEILING HEIGHT

C-X

X'-X"

EXISTING SUPPLY DIFFUSER VERIFY IN FIELD TYPE AND SIZE

CEILING NOTES

E

D

C

A

B

THIS PLAN INDICATES DIRECTIONAL LAYOUT OF CEILING GRIDS. REFER TO CEILING TYPE SCHEDULE.

EQUIPMENT NOT INDICATED ON THESE DRAWINGS.

REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURETYPES, REQUIRED WORK AND FOR OTHER CEILING MOUNTED

CUT NEW CEILING TILES AS REQUIRED FOR INSTALLATIONAROUND NEW OR EXISTING VENT PIPING, EXHAUST DUCTS,

ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLING NEW GRID.

FIELD VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION OF NEW GRIDS. COORDINATE INSTALLATION OF LIGHTING FIXTURES WITH SPRINKLER HEADS, DUCTWORK AND STRUCTURE. NOTIFY

CONDUIT, ETC.

OTHERWISE NOTED.DEMO EXISTING CEILING SYSTEMS WHERE SHOWN AS NEW UNLESS

CEILING TYPE SCHEDULE

PAINTED GYPSUM BOARD CEILING SYSTEM C-1

EXISTING CEILING TO REMAINEX

SPRINKLER HEAD LOCATION

EXISTING RETURN/EXHAUST DIFFUSER VERIFY IN FIELD TYPE AND SIZE

NEW RECESSED LIGHT FIXTURE. FOR TYPE AND SIZE

DEMOLITION NOTES: KEYED TO DEMO FLOOR PLAN

SP

CLEANOUT FOR PIPING CO

A REFER TO ELECTRICAL DRAWINGS. LETTER DENOTES FIXTURE TYPE.

AREA OF EXISTING CEILING SYSTEM TO BEREMOVED. REFER TO CEILING PLANS FOR EXISTINGAREAS AND EXISTING CEILING TYPES

CUTLINE OF EXISTING CEILING

A-

EXISTING WALL TYPES

F-

EXISTING FLOOR / SHOWER



C- REFER TO CEILING PLANS, TYPICAL

BASE TYPES

GENERAL NOTEPROVIDE FLOOR PROTECTION AT CORRIDORS & STAIRWAYS.PROVIDE WALL PROTECTION AT EXIT WAYS. REFER TO FINISH SCHEDULE &DETAIL SHEETS E-A1.4, E-A2.4 & N-A1.4 FOR INFORMATION & LOCATIONS.

PROJECT:

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SHEET:

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1 HOUR FIRE RATED THROUGH PENETRATION SYSTEM FOR CONCRETE FLOORS

BASIS OF DESIGN - MANUFACTURER HILTI, INC. FIRESTOP COLLAR (CP 643N) A B

A B

A B

A B

A B

A B

1 HOUR RATED WALL - SHAFTS 3 STORIES OR LESS 2 HOUR RATED WALL - SHAFTS 3 STORIES OR MORE

GYPSUM BOARD, PAINTED

METAL STUDS @ 16" O.C.ATTACH TO DECK ABOVE

1/2" WATER RESISTANT

METAL TRIM & CAULKING ATJOINT. PATCH EXISTING PLASTEREDGE AS REQUIRED, TYPICAL

REFER TO CEILING PLANS FOR CEILINGHEIGHTS, VERIFY IN FIELD EXISTING HEIGHTS

EXISTING PLASTER CEILINGSYSTEM TO REMAIN (V.I.F.)

HEAVY DUTY CORNER BEAD

EDGE OF WALL BEYOND

1"

EXISTING REINFORCED CONCRETEFLOOR SYSTEM

GYPSUM BOARD, PAINTED1/2" WATER RESISTANT

10"

V.I.F

.

6" METAL STUDS @ 16" O.C.ATTACH TO WALL W/ TRACK

SCALE:

GRANGE HALL -1ST / 2ND / 3RD FLOOR PLAN - CEILING DEMO PLAN

1/4"=1'-0"

GROUND FLOOR KEY PLAN

SCALE:

GRANGE HALL -GROUND FLOOR - CEILING DEMO PLAN

1/4"=1'-0"

1ST / 2ND / 3RD FLOOR KEY PLAN

PROJECT NORTH

SHEET:

SHEET: of

5

Plans - Grange Hall Bathroom Ceiling

E-A1.2

C5

1E-A1.2

SCALE:

GRANGE HALL -1ST / 2ND / 3RD FLOOR CEILING PLAN

1/4"=1'-0"

SCALE:

GRANGE HALL -GROUND FLOOR - CEILING PLAN

1/4"=1'-0"

SHOWER ROOM SHOWER ROOM

BATHROOMRR1A

RR2A

CORRIDOR

RR3A

BATHROOMRR1A

RR2A

RR3A

CORRIDOR

BATHROOMRR0A

ROOM005A

ROOM005B

BATHROOMRR0A

ROOM005A

ROOM005B

CORRIDOR



C1 PAINTED CONCRETE CEILING

C2 PAINTED GYPSUM BOARD / PLASTER CEILINGSYSTEM

C3

C4

FIBERGLASS REINFORCED PANEL / GYPSUMBOARD CEILING SYSTEM

ACOUSTICAL TILE CEILING SYSTEM

C3

C1

C-1

6'-10"

GROUND FLOOR - BATHROOMWORK AREA

TYPICAL FLOOR - BATHROOMWORK AREA

C2

C5

C2

C3

CL

C4 C6 C7

C1

C4

C2

C3

C5C4 C6 C7

C4

C4

CORRIDOR

20

21

2010

25 26

5

2010

25 26

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EX

7'-7"V.I.F.

EX

7'-7"V.I.F.

SCALE: 1-1/2"=1'-0"

SHOWER ROOM FASCIA / CEILING DETAIL 1

NOTE: C-1 DENOTES NEW GYPSUM BOARDCEILING SYSTEM AT SHOWER ROOM

B

GYPSUM BOARD, PAINTED

METAL STUDS @ 16" O.C.ATTACH TO DECK ABOVE

1/2" WATER RESISTANT

METAL TRIM & CAULKING ATJOINT. PATCH EXISTING PLASTEREDGE AS REQUIRED, TYPICAL

REFER TO CEILING PLANS FOR CEILINGHEIGHTS, VERIFY IN FIELD EXISTING HEIGHTS

EXISTING PLASTER CEILINGSYSTEM TO REMAIN (V.I.F.)

HEAVY DUTY CORNER BEAD

EDGE OF WALL BEYOND

1"

EXISTING REINFORCED CONCRETEFLOOR SYSTEM

GYPSUM BOARD, PAINTED1/2" WATER RESISTANT

10"

V.I.F

.

6" METAL STUDS @ 16" O.C.ATTACH TO WALL W/ TRACK

SCALE:

HICKS HALL 1ST / 2ND / 3RD FLOOR PLAN - CEILING DEMO PLAN

1/4"=1'-0"

GROUND FLOOR KEY PLAN

SCALE:

HICKS HALL 1ST / 2ND / 3RD FLOOR PLAN - CEILING PLAN

1/4"=1'-0"

SCALE:

HICKS HALL GROUND FLOOR PLAN - CEILING DEMO PLAN

1/4"=1'-0" SCALE:

HICKS HALLGROUND FLOOR PLAN - CEILING PLAN

1/4"=1'-0"

1ST / 2ND / 3RD FLOOR KEY PLAN

PROJECT NORTH

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DRAFTER:

PROJECT NO: 300112

SHEET TITLE:


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SHEET:

SHEET: of

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STATUS:

Sto

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12

Plans - Hicks Hall Bathroom Ceiling

E-A2.2

C5

SHOWER ROOM

BATHROOMRR1A

RR2A

CORRIDOR

RR3A

BATHROOMRR0A



C1 PAINTED CONCRETE CEILING

C2 PAINTED GYPSUM BOARD / PLASTER CEILINGSYSTEM

C3

C4

FIBERGLASS REINFORCED PANEL / GYPSUMBOARD CEILING SYSTEM

ACOUSTICAL TILE CEILING SYSTEM

C3C1 C2

C5

C2

C3

CL

EX EX

C4 C6 C7

C1

C1

EX

C3

C5C4 C6C4

C4

CORRIDOR

REFER TO E-A2.2 FOR TYPICAL SHOWER ROOM /BATHROOM DIMENSIONS & RENOVATION SCOPE

REFER TO SHEET E-A2.4 FOR TYPICAL FINISH PLAN,FINISH SCHEDULE, PRODUCT INFO & INTERIORELEVATION LOCATIONS

REFER TO SHEET NO. A1.0 FOR DEMOLITION KEY NOTESAND CONSTRUCTION KEY NOTES.C7

C5 EPOXY SYSTEM

C5

EX

1E-A2.2

SHOWER ROOM BATHROOMRR1A

RR2A

RR3A

CORRIDOR

BATHROOMRR0A

CORRIDOR

C-1

6'-8"

20

21

2010

25 26

5

2010

25 26GROUND FLOOR - BATHROOMWORK AREA

TYPICAL FLOOR - BATHROOMWORK AREA

EX

7'-7"

V.I.F.

EX

7'-7"

V.I.F.

SCALE: 1-1/2"=1'-0"

SHOWER ROOM FASCIA / CEILING DETAIL 1

B NOTE: C-1 DENOTES NEW GYPSUM BOARDCEILING SYSTEM AT SHOWER ROOM

PROJECT:

UN

IVE

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ON

NE

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SIT

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ON

ST

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CT

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31 L

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3038

ST

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6269-3

038

TE

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ON

E: (

860)

486-3

127

FA

CSIM

ILE

: (

860)

486-3

177


DRAFTER:

PROJECT NO: 300112

SHEET TITLE:


PEH

SHEET:

SHEET: of

CERTIFICATION:


STATUS:

Sto

rrs

CT

. 06269

Res

iden

ce H

all &

AUTHOR: RWR

CONSULTANT:

Bat

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Ren

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UC

ON

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1


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A

B 04.04.2019



Hicks & Grange Hall

PROJECT NORTH

INSULATION, REFERTO SPECIFICATIONS

1. ALL SEAMS AND JOINTS SHALL BE SEALED TO ENSURE ACONTINUOUS VAPOR BARRIER, REFER TO SPECIFICATIONS.

NOTES:

SCALE:1 TYPICAL PIPE PENETRATIONNONE

PIPING, REFER TO PLANSFOR TYPE.

SLAB, REFER TOARCHITECTURAL FOR TYPE.


Section A-A

SCALE:5 FIRESTOP COLLAR ASSEMBLY DETAILNONE

SLOPE

EXISTING CAST IRON TRAP


SCALE:2 TRENCH DRAIN DETAILNONE

TRENCH DRAIN ASSEMBLY EPOXY FINISHED FLOORPITCHED TO DRAIN.

SLOPE

EXISTING SANITARY LINE

FINISHED FLOOR WATER CLOSETFLOOR FLANGE


SCALE:4

WATER CLOSET FLOOR FLANGE DETAIL

NONE

EXISTING WATERCLOSET

SCALE:3 EXHAUST FAN DETAILNONE

EXISTING FLOOR

EXHAUST FAN DUCT SLEEVE

EXHAUST REGISTERMOUNT TO EXTERIORWALL, SEAL OPENING

WIRE BACK TO SOURCE POWER

EPOXY FINISHED FLOORPITCHED TO DRAIN.

Details

18

B B

B

B

Hilti FirestopSaving livesthrough innovationand education

Product Information

Hilti. Outperform. Outlast.Hilti, Inc. (U.S.) 1-800-879-8000 • www.us.hilti.com • en español 1-800-879-5000 • Hilti Firestop Systems Guide

IntroductionApplications and Products

Selector Guide

Through-PenetrationJoint

Reference D

ata

Firestop Collar (CP 643N)

Product description ■ A ready-to-use firestop collar, made of a galvanized steel housing

and intumescent inserts for firestopping combustible pipes

Product features ■ Ready-to-use collar ■ No construction required ■ Fast installation time ■ Adjustable mounting tabs ■ Low profile for tight installations

Areas of application ■ Firestopping combustible pipes up to 6" diameter in penetrations

through fire walls and floors ■ Suitable for the following pipe materials: ■ PVC, CPVC, ABS, PVDF, PP and FRPP

For use with ■ Concrete, masonry, wood floor and gypsum wall assemblies ■ Wall and floor assemblies rated up to 4 hours

Types of installation ■ Wall: two collars, one on each side ■ Floor: one collar on underside (bottom)

Example ■ Waste water pipes ■ Fresh water pipes

Installation instructions for CP 643NNotice • Before handling, read Material Safety Data Sheet and

product label for safe usage and health information. • Instructions below are general guidelines — always

refer to the applicable drawing in the UL Fire Resistance Directory or Hilti Firestop Systems Guide for complete installation information

Opening1. Clean the plastic pipes. Expansion of the

intumescent material during a fire acts to close the plastic pipe. Very dirty pipes (ie: with remains of mortar) may lead to a delay in this closing action. Soiled plastic pipes should, therefore, be cleaned in the area where the CP 643N Firestop Collar is to be installed.

Application of firestop system2. Seal the opening if required. Gaps may be closed

with FS-ONE. The approved methods vary and are given in the specific UL system.

3. Close the CP 643N Firestop Collar. Place the CP 643N Firestop Collar around the plastic pipe and lock the closure by applying firm pressure until it latches.

4. Attach fastening hooks. The fastening hooks can be attached to various points on the metal hous ing. This allows the fastening points to be made to suit the space available in each case. The hooks must be positioned as symmetrically as possible. The required number of fastening hooks is indicated on the packaging.

5. Fastening the CP 643N Firestop Collar. Only when fastened properly can CP 643N offer protection against fire.

a. Mark the fastening points.b. Drill holes with a Hilti rotary hammer drill (i.e.

TE 4-A18) or, depending on base material, fasten using Hilti powder-actuated tool.

c. To secure the CP 643N Firestop Collar, use Hilti anchors/fasteners.

d. For maintenance reasons, a penetration can be permanently marked with an identification plate and fastened in a visible position next to the seal.

Not for use• With metal pipes• In highly corrosive surroundings• With unapproved anchors/fasteners

Storage• Store only in the original packaging in a location

protected from moisture

1. Clean plastic pipe. 2. Close remaining gap to provide smoke and gas resistant seal.

3. Close collar. 4. Attach fastening hooks. 5. Fasten collar and identification plate (if required).

FM

R

FILL, VOID OR CAVITY MATERIALS CLASSIFIED BY

UNDERWRITERS LABORATORIES, INC.FOR USE IN TROUGH-PENETRATION

FIRESTOP SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY

66Y7

FIRESTOP DEVICE FOR USE IN THROUGH-PENETRATION

FIRESTOP SYSTEMSSEE UL FIRE RESISTANCE DIRECTORY

5N76

Technical Data CP 643N Pipe outsideDescription dia (in.)

Collar Collar No. of outside Height hooks and dia. (in.) (in.) fasteners

CP 643-50/1.5"N 1.4–2.0 2.8 0.9 2CP 643-63/2"N 2.0–2.5 3.4 1.3 2CP 643-90/3"N 2.6–3.6 4.9 1.7 3CP 643-110/4"N 3.6–4.5 6.0 1.9 3CP 643-160/6"N 6.6 9.8 1.9 4Temperature resistance -40°F to 140°F (–40°C to 60°C)Intumescent activation Approx. 392°F (200°C)Expansion ratio (unrestricted) Up to 1:10Tested in accordance with• UL 1479 • ASTM E 814 • ASTM G21

Visit fbcsystemcompatible.com. FBC™ is a trademark of the Lubrizol Corporation.

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