time: 2:00 p.m. project: residential life restroom rehabilitation project … documents... ·...
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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
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
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alls
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Hal
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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.
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
REFER TO DEMO FLOOR PLANS, TYPICAL
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
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
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
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
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
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2
22
E
E
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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
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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:
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1
03.15.2019 CONSTRUCTION DOCUMENT SET
2
03.07. 2019 DESIGN DEVELOPEMENT SET
21 Talcott Notch RoadFarmington, CT 06032
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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
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
1 HOUR RATED THROUGHPENETRATION FIRESTOPSYSTEM. UL SYSTEM NO.1479. (TYPICAL ATALL FLOOR PENETRATIONS).
SCALE:3
WATER CLOSET FLOOR FLANGE DETAIL
NONE
EXISTING WATERCLOSET
SLOPE
EXISTING CAST IRON TRAP
1 HOUR RATED THROUGHPENETRATION FIRESTOPSYSTEM. UL SYSTEM NO.1479. (TYPICAL ATALL FLOOR PENETRATIONS).
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.
PEP ecopassport No LGRP-00289-V01.01-EN Page 2 / 4
Product Environmental ProfileWiremold® Steel Single or Dual-Channel Raceway Systems
Wiremold60 Woodlawn StreetWest Hartford, CT 06110
1.877.BY.LEGRAND (295.3472)www.legrand.us
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 %
PEP ecopassport No LGRP-00289-V01.01-EN Page 3 / 4
Product Environmental ProfileWiremold® Steel Single or Dual-Channel Raceway Systems
Wiremold60 Woodlawn StreetWest Hartford, CT 06110
1.877.BY.LEGRAND (295.3472)www.legrand.us
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%
PEP ecopassport No LGRP-00289-V01.01-EN Page 4 / 4
Product Environmental ProfileWiremold® Steel Single or Dual-Channel Raceway Systems
Wiremold60 Woodlawn StreetWest Hartford, CT 06110
1.877.BY.LEGRAND (295.3472)www.legrand.us
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
associated secondary members
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.
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
REFER TO DEMO FLOOR PLANS, TYPICAL
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
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
EXISTING CEILING TYPES
VERIFY IN FIELD ALL EXISTING WALL, FLOOR & CEILINGTYPES
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
PROJECT:
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
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
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
12
Plans - Hicks Hall Bathroom Ceiling
E-A2.2
C5
SHOWER ROOM
BATHROOMRR1A
RR2A
CORRIDOR
RR3A
BATHROOMRR0A
EXISTING CEILING TYPES
VERIFY IN FIELD ALL EXISTING WALL, FLOOR & CEILINGTYPES
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
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
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.
1 HOUR RATED THROUGHPENETRATION FIRESTOPSYSTEM. UL SYSTEM NO.1479. (TYPICAL ATALL FLOOR PENETRATIONS).
Section A-A
SCALE:5 FIRESTOP COLLAR ASSEMBLY DETAILNONE
SLOPE
EXISTING CAST IRON TRAP
1 HOUR RATED THROUGHPENETRATION FIRESTOPSYSTEM. UL SYSTEM NO.1479. (TYPICAL ATALL FLOOR PENETRATIONS).
SCALE:2 TRENCH DRAIN DETAILNONE
TRENCH DRAIN ASSEMBLY EPOXY FINISHED FLOORPITCHED TO DRAIN.
SLOPE
EXISTING SANITARY LINE
FINISHED FLOOR WATER CLOSETFLOOR FLANGE
1 HOUR RATED THROUGHPENETRATION FIRESTOPSYSTEM. UL SYSTEM NO.1479. (TYPICAL ATALL FLOOR PENETRATIONS).
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
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