KGL 2nd Floor Ceiling Remov al

Yale Kline Geology Code Upgrades Project

New Hav en, CT

Turner Project # 201026

Updated Nov ember 3, 2020

What: Lower Level, 2nd Floor, 3rd Floor Corridor/Elevator Phasing Plan

Where: Corridor 90AK, 290, 390

Start Date: 11/19/2020

Impact: Elevator Shutdown, No Access to corridor in front of elevator. See attached plans.

Contacts:

Vic Hoyecki – Project Superintendent – (203)943-2950

Pam Buonocore – KGL Operations Manager – (203)915-4651

Mark Veroneau – Yale Associate Project Manager – (475)241-2476

UP

FD

CR

CR

DM

P

FD

UP

UP

UP

DN

DN

FD

FD

UP

A3.00K

A3.00K

A3.00KM2

D7

H2

DN

UP

16KGL

14KGL

12KGL

10KGL

8KGL

7KGL

5KGL

3KGL

2KGL

1KGL

BKGL

CKGL

DKGL

EKGL

GKGL

AKGL

742 SF

EXHIBIT PREP & OFFICES11

1144 SF

COLLECTIONS10

1890 SF

VERTEBRATEPALEONTOLOGY

COLLECTIONS21

781 SF

MECH RM23 453 SF

CONSERVATION15

697 SF

EXHIBIT PREP16

366 SF

FREEZERS5

147 SF

FREEZER5B

256 SF

COLLECTION SUPPORT29

452 SF

COLLECTION STORAGE13

1747 SF

COLLECTIONS27

100 SF

EMERGENCYSUPPLIES

7

1596 SF

EXHIBIT SW ING SPACE6

78 SF

ELEC24A

924 SF

MECH ROOM24

3869 SF

MECH RM35

STAIR 292S

415 SF

EXITPASSAGEW AY

92

72 SF

STAIR 592SA

601 SF

MECH ROOM31

387 SF

ELECTRICAL SW ITCHGEAR32

238 SF

MECH ROOM33

774 SF

G&G MACHINE SHOP25

405 SF

G&G MACHINE SHOP25B

128 SF

G&GMACHINE

SHOP26B

42 SF

G&G LAB26A

136 SF

G&GPREPLABS

26C

522 SF

ROCK LAB26

77 SF

ELEV90E

115 SF

ELEV MECH ROOM23B

24 SF

TELCOM90F

1741 SF

CORRIDOR90

553 SF

CORRIDOR90B

783 SF

CORRIDOR91

91 SF

UNISEX RESTROOM8

19 SF

ELEC90G

46 SF

STAIR95S

69 SF

TELCOM90H

14 SF

ELEC94A

STAIR 194S

23 SF

TELCOM90J

6 SF

TELCOM94B

453 SF

LAYOUT14

228 SF

CORRIDOR90A

98 SF

SECURITYCLOSET

5A

338 SF

CORRIDOR94

131 SF

STORAGE91B

1208 SF

PRODUCTION AREA ANDMATERIAL STORAGE

17

2302 SF

CARPENTRY AREA18

189 SF

CLEAN12

588 SF

EXHIBIT SW ING SPACE6A

340 SF

G&G LAB28

94C

92

-1

94

-2

21-1

90L

90J

94A

94S

90

H7-1

90G

5B

90F

23

21-2

19

0E

25

95S

23B

5A-2

5B

-2

26C

26

A2

5B

-2

26B

25

B-1

91B

24

A

24

92

-2

92S

35

92

SA

21-4 21-3

94B

DUST COLLECTION /COMPRESSED AIR

18A

STORAGE94C

CLOSET21B

A6.01K

M13

A6.01K

M10

A6.01K

M6

L2

A4.00K

F2

A4.00K

M2

A4.01K

F2

A4.01K

F8

A4.03K

M8

A4.03K

F1

A4.03K

M1

A4.03K

F8

A4.02K

M7

A4.02K

F1

A4.02K

M1

A4.02K

AR

CH

ITE

CT

UR

AL

PR

OJ

EC

T

LIM

IT L

INE

TO

RE

MA

IN

REFER TO YPM

4KGL

6KGL

W ELDING BOOTH16A

EAKGL

DAKGL

CLOSET21A

SHAFT GABOVE

SHAFT DABOVE

SHAFT FABOVE

SHAFT BABOVE

SHAFT EABOVE

SHAFT AABOVE

139 SF

CUSTODIALSTORAGE

90L

91

206 SF

CORRIDOR91A

228 SF

CORRIDOR90A

M6

M6

A7.02K

M3

25-2

A6.01K

M1

A6.01K

M3

EXISTING DOOR FRAME

EXISTING DOOR FRAME

94

-1

?

8A

A7.01K

D13

ABANDONED SUBBASEMENT

BELOW

312 SF

CORRIDOR90AK

EXISTING FLOOR

TO REMAIN

SEAL ALL PENETRATIONS TO ELEVATOR MECHANICAL ROOM

5A-1

5-1

32

33

31

OVERALL PLAN LEGEND

EXISTING W ALLS

NEW W ALLS

EXISTING DOORS

NEW DOORS

AREA BEYOND ARCHITECTURAL PROJECT SCOPE

OW NER FURNISHED

ARCHITECTURAL W OODW ORK AND CASEW ORK

RF-1 - NEW BBT FLOORING INCLUDING EGRESS STAIR TREADS UNLESS NOTED OTHERW ISE IN FLOOR FINISH SCHEDULE

PCF-2 - GROUND, SEALED AND POLISHED CONCRETE

00

0

14KGL

12KGL

DKGL

EKGL

ROOM ABANDONEDD10

A1.00K

KGL - 1st FLOOREL. 47' - 7 7/8"

KGL - BASEMENTEL. 33' - 7 7/8"

KGL - SUB BASEMENTPLAN

EL. 21' - 11 7/8"

EKGL

N KEYPLAN

ESC

ADDITION

PEABODY

KGL

LOADING

PROJECT NAME

ISSUE/REVISION

Central Campus

New Haven, CT 065202 Whitney AvenueOffice of Facilities

Yale University

BUILDING NAME & ADDRESS

PROJECT NUMBER

DRAW ING TITLE

SCALE DRAW N BY

CAD FILENAME DATE

DRAW ING NUMBER

Telephone 860.767.0175

860.767.8719Facsimile

Post Office Box 955

Centerbrook, Connecticut 06409-0955

Architects and Planners, LLP

C E N T E R B R O O K

67 Main Street

LAY E

VXUL TE ATIRE S

Code Consultant

Structural Engineer

Mechanical, Electrical, & Plumbing Engineer

GILZANZ MURRAY STEFICEK LLP

ARUP

PHILIP R. SHERMAN, P.E

Acoustic and Audio Visual Consultant

CAVANAUGH TOCCI ASSOCIATES Inc.

Civil Engineer

LANGAN ENGINEERING

Building Envelope Consultant

LEAVITT ASSOCIATES Inc.

Lighting Designer

CBBLD Inc.

Landscape Architects

JAMES CORNER FIELD OPERATIONS

Specification W riter

KALIN ASSOCIATES Inc.

PHASE

M

L

J

K

A

B

C

D

E

F

G

H

4321 8765 1211109 1413

1/8" = 1'-0"

6/1

1/2

020 6

:38:5

5 P

MC

:\R

evit L

ocal F

iles\1

674 Y

ale

KG

L A

18 C

entr

al_

para

dis

.rvt

Yale Kline GeologyLaboratory Code

Upgrades

17081006

YALE KLINE GEOLOGY LABORATORY

210 W HITNEY AVE, NEW HAVEN, CT 06511

A1.00K

AAE

6/12/202017081006 A1.00K

LOW ER LEVEL FLOOR PLAN

BID DOCUMENTS

1/8" = 1'-0"M1

LOW ER LEVEL PLAN

GENERAL NOTES - FLOOR PLAN

1. DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCERELATIONSHIP CONTAINED ONLY IN THAT ROOM AT AN OPPOSING OR PARALLEL WALLUNLESS NOTED OTHERWISE.

2 TYPICAL CODE-REQUIRED MANEUVERING CLEARANCES FOR ACCESSIBILITY AT DOORSIS SHOWN IN THE CODE PLANS LEGEND. THE REQUIRED MANEUVERING CLEARANCESFOR EACH DOOR ARE SHOWN ON THE FLOOR PLAN OR LAYOUT DRAWINGS. THECONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE THE REQUIREMENT FORMANEUVERING CLEARANCES WITH SUBCONTRACTORS, VENDORS AND INSTALLERS ANDVERIFY THAT THE INSTALLED WORK WILL PROVIDE THE REQUIRED MANEUVERINGCLEARANCES. REPORT ALL DEVIATIONS FROM THE MANEUVERING CLEARANCEREQUIREMENTS TO THE ARCHITECT. DO NOT PROCEED WITH THE INSTALLATION OFANY WORK ENCROACHING ON THE REQUIRED MANEUVERING CLEARANCES UNTIL THEISSUE HAS BEEN RESOLVED WITH THE ARCHITECT. MAKE NECESSARY CORRECTIONS.

3. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILSARE TO FACE OF STUD, TO FACE OF MASONRY OR TO CENTER LINE OF COLUMN UNLESSOTHERWISE NOTED.

4. ENSURE FINISH SURFACES ARE FLUSH AND SEAMLESS WHERE PARTITIONS AND/ORFURRING ARE COPLANAR.

5. ALL PIPING, CONDUITS AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BECONCEALED WITHIN PARTITION WALL ASSEMBLY IN FINISHED AREA, U.N.O..

6. PROVIDE BACKING/BLOCKING TO SUPPORT ALL WALL MOUNTED ITEMS.

7 ALL MECHANICAL PADS TO BE 4" HIGH MINIMUM. U.N.O SIZE OF PAD TO BE VERIFIED BYCONTRACTOR.

8 PITCH SLABS (AND OTHER FLOORS) TO FLOOR DRAINS, TYP.

1/8" = 1'-0"G10

SUB BASEMENT PARTIAL PLAN

1/8" = 1'-0"D10

STAIR 95S SECTION

NO. DATE REVISION

011

UP

DNUP

UPDN

16KGL

14KGL

12KGL

10KGL

8KGL

7KGL

5KGL

3KGL

2KGL

1KGL

BKGL

CKGL

DKGL

EKGL

FKGL

GKGL

AKGL

VERTEBRATEPALEONTOLOGY

COLLECTION218

CORRIDOR293C

JOUR OFF217

FAC OFF216

FAC OFF214

FAC OFF211

FAC OFF210

RES LAB209

RES LB SV219A

RES LB SV219B

RES LAB219

ELEC290G

ELEC290H

RES LAB215

INSTA LAB213

STAIR 1290S

KITCH290L

ELEC290M

CORRIDOR290

RES LAB219C

VEST219D

PD OFF220

RES LAB223

JAN291D

MEN225

OFFICE227

PD OFF221B

RES LAB221

RES LAB221A

TELECOM290F

CONF RM208A

FAC OFF208

FAC OFF207

RES LAB206

RES LAB205

OFFICE204

OFFICE203

OFFICE202

OFFICE201

STOR206A

TELECOM290N

EXHIBIT291B

SEMINAR226

EXHIBIT291C

COMP/ TCH228

ATRIUM CORRIDOR291

STAIR 3291S

GSTU OFF230

GSTU OFF231

GSTU OFF229

CORRIDOR292

GSTU OFF232

GSTU OFF233

GSTU OFF235

GSTU OFF234

CORRIDOR293

GSTU OFF237

EXHIBIT291E

LOUNGE258

W OMEN258A

STAIR 2292S

ELEC292A

GSTU OFF239

GSTU OFF238

GSTU OFF240

GSTU OFF241

GSTU OFF242

GSTU OFF243

GSTU OFF244

LOUNGE257

EXHIBIT291F

TELECOM293B

GSTU OFF246

GSTU OFF245

GSTU OFF247

STU OFF254

CORRIDOR294

GSTU OFF252

GSTU OFF253

GSTU OFF256

GSTU OFF248

GSTU OFF250

GSTU OFF249

GSTU OFF251

ELEV290E

4KGL

6KGL

AR

CH

ITE

CT

UR

AL

P

RO

JE

CT

LIM

IT L

INE

TO

RE

MA

IN

EAKGL

DAKGL

SHAFT G

SHAFT F

SHAFT E

SHAFT A

SHAFT B

SHAFT D

SELECTIVE DEMOLITION OF PLASTER CEILING TO EXTENT REQUIRED FOR

MEPFP W ORK ABOVE CEILING. FINISHES ARE TO BE RESTORED IN-KIND

DN

DEMO ALL FIXTURES, FINISHES, CEILING AND

FLOOR. DEMO PARTITIONS AS INDICATED

DEMO ALL FIXTURES, FINISHES, CEILING AND

FLOOR. DEMO PARTITIONS AS INDICATED

DEMOLITION PLAN LEGEND

EXISTING W ALL TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

ABATE EXISTING VAT FLOORING INCLUDING EGRESS STAIR TREADS. CONFIRM W ITH EXTENT OF NEW FLOOR FINISH AND YALE ABATMENT REPORT.

AREA OF W ORK NOT W ITHIN SCOPE

AREA OF CEILING TO BE REMOVED AND REPAIRED/REPLACED

DOOR TO BE REMOVEDEXISTING FRAME TO REMAIN

NOTE:

DEMOLISH ALL CEILINGS W HERE NEW CEILINGS ARE SHOW N ON THE REFLECTED CEILING PLANS. CEILINGS IN CORRIDOR ARE TO BE DEMOLISHED; FIXTURES AND DEVICES ARE TO REMAIN IN PLACE AND PROTECTED DURING CONSTRUCTION.

CEILINGS W ITHIN PROGRAM SPACES ARE TO BE TEPORARILY REMOVED PROTECTED AND REINSTALLED TO ALLOW FOR INSTALLATION OF FIRE PROTECTION SYSTEM. NOTIFY ARCHITECT AND OW NER OF DAMAGED CEILINGS AND CEILING DISCREPENCIES.

N KEYPLAN

ESC

ADDITION

PEABODY

KGL

LOADING

PROJECT NAME

ISSUE/REVISION

Central Campus

New Haven, CT 065202 Whitney AvenueOffice of Facilities

Yale University

BUILDING NAME & ADDRESS

PROJECT NUMBER

DRAW ING TITLE

SCALE DRAW N BY

CAD FILENAME DATE

DRAW ING NUMBER

Telephone 860.767.0175

860.767.8719Facsimile

Post Office Box 955

Centerbrook, Connecticut 06409-0955

Architects and Planners, LLP

C E N T E R B R O O K

67 Main Street

LAY E

VXUL TE ATIRE S

Code Consultant

Structural Engineer

Mechanical, Electrical, & Plumbing Engineer

GILZANZ MURRAY STEFICEK LLP

ARUP

PHILIP R. SHERMAN, P.E

Acoustic and Audio Visual Consultant

CAVANAUGH TOCCI ASSOCIATES Inc.

Civil Engineer

LANGAN ENGINEERING

Building Envelope Consultant

LEAVITT ASSOCIATES Inc.

Lighting Designer

CBBLD Inc.

Landscape Architects

JAMES CORNER FIELD OPERATIONS

Specification W riter

KALIN ASSOCIATES Inc.

PHASE

M

L

J

K

A

B

C

D

E

F

G

H

4321 8765 1211109 1413

As indicated

6/1

1/2

020 6

:50:1

2 P

MC

:\R

evit L

ocal F

iles\1

674 Y

ale

KG

L A

18 C

entr

al_

para

dis

.rvt

Yale Kline GeologyLaboratory Code

Upgrades

17081006

YALE KLINE GEOLOGY LABORATORY

210 W HITNEY AVE, NEW HAVEN, CT 06511

D1.02K

Author

6/12/202017081006 D1.02K

SECOND FLOOR DEMOLITIONPLAN

BID DOCUMENTS

1/8" = 1'-0"M1

2ND FLOOR DEMOLITION PLAN

GENERAL NOTES - DEMOLITION

1. THE DEMOLITION NOTES ARE A DESCRIPTIVE GUIDE ONLY, WITH THE EXCEPTION OF ITEMS SPECIFICALLY INDICATED TOREMAIN. IT IS NOT THE INTENT TO POINT TO EACH AND EVERY ITEM. THE CONTRACTOR WILL BE RESPONSIBLE FORREMOVING ALL QUANTITIES OF EACH ITEM. THE DEMOLITION DRAWINGS INDICATE GENERAL LAYOUT OF WALLS,COLUMNS, STAIRS, DOORS, AND WINDOWS. EXACT LOCATION, SIZE, AND QUANTITY OF THESE ITEMS MAY DIFFER FROMTHOSE INDICATED ON PLANS. REFER TO SPECIFICATIONS FOR CONTRACTOR OBLIGATIONS IN REGARDS TOVERIFICATION OF EXISTING CONDITIONS AND SCOPE OF WORK.

2 THIS DRAWING DOES NOT SHOW, NOR IS IT INTENDED TO SHOW THE FULL EXTENT OF DEMOLITION REQUIRED FORUNDERSLAB WORK.

3. DASHED LINES WITH ASSOCIATED TAG OR NOTE INDICATE CONSTRUCTION TO BE DEMOLISHED AND REMOVED.

4. COORDINATE THE WORK OF THIS DRAWING WITH ALL LANDSCAPE, CIVIL, ARCHITECTURAL, STRUCTURAL, SITE UTILITY,PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. REFER TO MECHANICAL, ELECTRICAL,PLUMBING, AND STRUCTURAL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL SCOPE.

5. PROVIDE BRACING AND/OR SHORING AS REQUIRED TO MAINTAIN ADEQUATE SAFETY STANDARDS AND STRUCTURALINTEGRITY OF THE BUILDING. PROVIDE TEMPORARY RAILINGS AND FALL PROTECTION TO MAINTAIN ADEQUATE SAFETYPROVISIONS.

6. CONTRACTOR TO COORDINATE WITH OWNER ITEMS TO BE SAVED OR REUSED. COORDINATE LOCATION(S) FORSTORAGE WITH OWNER.

7. VERIFY REMOVAL OF HM FRAMES AT DEMOLISHED DOORS AS INDICATED IN DOOR AND FRAME SCHEDULE.

8. REMOVE EXISTING CASEWORK IN SPACES TO BE RENOVATED ADN CONFIRM DISPOSAL WITH OWNER AND ARCHITECT.

9. ABATE VYNIL ASBESOTS TILE TO EXTENT DEFINED IN YALE HAZARDOUS ABATEMENT REPORT

10. REMOVE EXISTING FLOOR AND CEILING FINISHES TO TEH EXTENT REQUIRED TO INSTALL NEW PER FLOOR AND CEILINGPLANS

11. MAINTAIN EMERGENCY EGRESS THROUGHOUT DEMOLITION. ALL EXITS SHALL BE READILY ACCESSIBLE AT ALL TIMES.

12. OBEY ALL CODES, STATUTES AND LAWS AS APPLICABLE TO DEMOLITION WORK IN AN OCCUPIED BUILDING AND FORREMOVAL OF MATERIAL, INCLUDING OSHA REGULATIONS.

13. DISPOSE OF ALL UNWANTED MATERIALS AND OTHER DEMOLITION DEBRIS OFF SITE PER APPLICABLE CODES ANDREGULATIONS.

14. OVER DEMOLITION SHALL BE CORRECTED SUCH THAT SURFACES TO BE REBUILT MATCH MATERIAL, STRUCTURALINTEGRITY, AND APPEARANCE OF THOSE THAT WERE REMOVED.

15. CREATE ROUGH OPENINGS FOR NEW HM FRAMES PER DOOR SCHEDULE.

16 REMOVE EXISTING FINISHES (PAINT, GWB, ETC.) IN AREAS THAT ARE DETERIORATING AND THAT MUST BE REMOVEDPRIOR TO THE PROPER APPLICATION OF NEW FINISHES UNTIL WORKABLE SUBSTRATES OR UNDAMAGED ADJACENTFINISHES ARE REACHED INCLUDING WINDOW JAMBS.

17 PATCH, REPAIR AND PAINT ALL EXISTING PARTITIONS THAT REQUIRE DEMOLITION TO INSTALL SWITCHES, FIRE ALARMSAND ALL OTHER ITEMS. REFER TO ELECTRICAL, MECHANICAL AND PLUMBING PLANS FOR LOCATIONS.

18 CORE EXISTING CONCRETE FLOORING FOR UTILITY PIPING AS REQUIRED. COORDINATE WITH MECHANICAL, ELECTRICALAND PLUMBING REQUIREMENTS. REFER TO MEP DRAWINGS.

19 COORDINATE ANY WORK AT ADJACENT SPACES OR FLOORS WITH ARCHITECT AND OWNER.

20 PATCH, REPAIR AND FINISH EXPOSED AND DAMAGED SURFACES TO MATCH ADJACENT SURFACE UNLESS NOTEDOTHERWISE.

21. CONTRACTOR TO VERIFY AND COORDINATE ALL DIMENSIONS AND WORK OF ALL TRADES PRIOR TO BEGINNING WORK.

22 CAP AND MAKE SAFE ALL EXISTING HVAC, GAS, PLUMBING SUPPLY, WASTE, FIRE PROTECTION, AND ELECTRIC LINES TOBE ABANDONED BELOW EXISTING FLOOR. COORDINATE DISCONNECTION WITH OWNER, ARCHITECT, AND ENGINEER.

23 REFINISH OR REPLACE DAMAGED WALLS AND CEILINGS AS REQUIRED IN ORDER TO OBTAIN A UNIFORM AND UNFLAWEDFINISH. PATCHED SURFACES SHALL BE INDISTINGUISHABLE FROM UNAFFECTED AREAS.

24 COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES, AND MATERIALS STORED AT GRADE (IF ANY) WITH THEARCHITECT AND BUILDING OWNER IN THE FIELD, PRIOR TO PLACEMENT.

25 COORDINATE ACCEPTABLE USE OF STAIRS, HALL, COMMON SPACES OUTSIDE THE WORK AREA DURING DEMOLITIONWITH THE ARCHITECT AND BUILDING OWNER IN THE FIELD PRIOR TO START OF WORK. PROTECT SUCH SPACES ASREQUIRED.

26 DAILY OPERATIONS OF THE OWNER (AND ITS TENANT) MUST NOT BE DISRUPTED. THROUGHOUT THE PROJECTCONSTRUCTION TRAFFIC AND BUILDING ACCESS MUST BE COORDINATED WITH THE ARCHITECT AND BUILDING OWNER.

27 REMOVE EXISTING ELECTRICAL WIRING, OUTLETS, AND DEVICES WHERE THEY INTERFERE WITH NEW CONSTRUCTION.REFER TO ELECTRICAL DRAWINGS FOR EXTENT OF WORK.

28 CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY PARTITIONS IN ORDER TO ISOLATE WORK ZONES,WEATHER-TIGHT, AND AS DICTATED BY PHASING AND OCCUPANCY. SUBMIT FOR ARCHITECT AND OWNER APPROVAL, APLAN AND SCHEDULE SHOWING THE VARIOUS TEMPORARY PARTITIONS, TYPES, DOORS, LOCATIONS, ANDWEATHER-TIGHT MEANS AND METHODS. THIS SUBMITTAL DOES NOT NEGATE THE CONTRACTOR FROM PROVIDING ANYAND ALL TEMPORARY PARTITIONS TO ENSURE A WEATHER-TIGHT AND SAFE ENVIRONMENT FOR THE OCCUPANTS ANDCONTENTS OF THE BUILDINGS.

NO. DATE REVISION

007

KGL 2nd Floor Corridor/Elevator Shutdown Abatement WorkYale Kline Geology Laboratory Code Upgrades ProjectNew Haven, CTTurner Project No. 201026Data Date: November 18, 2020By: VJH

No Access Start Date: 11/19/20Corridor Open Date: 11/30/20

Containment

Shower

DN

UP

A3.00K

A3.00K

A3.00KM2

D7

H2

16KGL

14KGL

12KGL

10KGL

8KGL

7KGL

5KGL

3KGL

2KGL

1KGL

BKGL

CKGL

DKGL

EKGL

FKGL

GKGL

AKGL

INSSTR LAB321B OFFICE

321A

RESLB SV321

STOR321CA

STOR331CB

INSTR LAB321C

PREP RM321D

DARKRM

321E

RES LAB322

RES LAB322B

RES LAB325A

RES LAB325

OFFICE327B

RES LAB327A

RESLB SV327

PREP RM327C

TELECOM390F

EXHIBIT391C

ELEV390E

PD OFF326

RES LAB324

CONST TMP324A

RESCI OFF323

ELEC390G

E FAC OFF320

FAC OFF319

FAC OFF316

CORRIDOR390

ELEC390H

INACTIVE390J

RES LAB315A

RES LAB315

FAC OFF314

PD OFF318

RES LAB317

INACTIVE390K

OFF SV390L

STAIR 1390S

ELEC390M

COPY311B

RES LAB313

RES LAB312B

RES LAB312

FAC OFF310

FAC OFF309

PD OFF306

FAC OFF305

PD OFF311A

STOR311

RESCI OFF308

KITCH307

STUDY328

CIRCUL328A

EXHIBIT391B

TELECOM390N

W OMEN330A

JAN329

CORRIDOR330

CORRIDOR391

STAIR 3391S

RES LAB332A

RES LAB332B

RESLBSV332

RESLBSV

332C

RES LAB332D

RESLBSV333

OFFICE304

OFFICE303

OFFICE302

OFFICE301

FAC OFF345

RES LAB344

RES LAB343

RES LAB342

RES LAB340

TELCOM392F

EXHIBIT391F

RESLB SV392E

RESLB SV392D

STOR392H

RESLB SV392G

MEN346

EXHIBIT391E

STAIR 2392S

ELEC392A

RES LAB334A

RES LAB SV334

RES LAB334C

STOR392C

CORRIDOR392

OFFICE339

VISIT OFF337

FAC OFF336

A6.01K

E10

A6.02K

F11

A6.01K

E13

A6.01K

M8

L2

A4.00K

F2

A4.00K

M2

A4.01K

F2

A4.01K

F8

A4.03K

M8

A4.03K

F1

A4.03K

M1

A4.03K

F8

A4.02K

M7

A4.02K

F1

A4.02K

M1

A4.02K

4KGL

6KGL

AR

CH

ITE

CT

UR

AL

P

RO

JE

CT

LIM

IT L

INE

TO

RE

MA

IN

EAKGL

DAKGL

SHAFT G

SHAFT F

SHAFT E

SHAFT A

SHAFT B

SHAFT D

A6.52K

C12

A6.50K

C12

A6.53K

C12

A6.54K

C12

A6.51K

D9

A6.55K

C12

390N

30

5-2

345

30

2-2

30

3-2

344

34

3

34

2

39

2E

39

2D

39

2H

39

2G

34

0X

39

2C

392A

392S

333

392K

33

6

332D-2

332D-1

332C

332B

33

2A

330-1330-2

329

327C390F

326325

327327B

32

7A

325A-2

32

5A

-1

322B

324A

324

323

322

321E

390G

321

321C

32

1C

33

1C

B

321B

32

1A

32

0

31

8-2

31

9

31

63

17

31

53

15

A

31

4

390M

390S

392F

332-2

332-1

332A-1

318-1 31

1A

-13

11

-2

311

308

307

34

6

33

7

33

9

313-2

312B

312

310

309

306

305-1

303-1

302-1

301

328-2

39

0H

RES LAB334B

STOR392BA

OFF SV335

EQUIP392K

STOR392J

304

33

4C

334B

33

4A

392B

392J

CORR392B

313-1Y

G03

391S

A8.01K

M9

39

1-3

39

1-2

39

1-1

39

1-4

32

8-1

X

ALTERNATE #1 - INSTALL FORBO BULLETIN BOARD. REFER TO INTERIOR ELEVATIONS

FOR EXTENT.

39

0E

?

392BA

321D

OVERALL PLAN LEGEND

EXISTING W ALLS

NEW W ALLS

EXISTING DOORS

NEW DOORS

AREA BEYOND ARCHITECTURAL PROJECT SCOPE

OW NER FURNISHED

ARCHITECTURAL W OODW ORK AND CASEW ORK

RF-1 - NEW BBT FLOORING INCLUDING EGRESS STAIR TREADS UNLESS NOTED OTHERW ISE IN FLOOR FINISH SCHEDULE

PCF-2 - GROUND, SEALED AND POLISHED CONCRETE

00

0

N KEYPLAN

ESC

ADDITION

PEABODY

KGL

LOADING

PROJECT NAME

ISSUE/REVISION

Central Campus

New Haven, CT 065202 Whitney AvenueOffice of Facilities

Yale University

BUILDING NAME & ADDRESS

PROJECT NUMBER

DRAW ING TITLE

SCALE DRAW N BY

CAD FILENAME DATE

DRAW ING NUMBER

Telephone 860.767.0175

860.767.8719Facsimile

Post Office Box 955

Centerbrook, Connecticut 06409-0955

Architects and Planners, LLP

C E N T E R B R O O K

67 Main Street

LAY E

VXUL TE ATIRE S

Code Consultant

Structural Engineer

Mechanical, Electrical, & Plumbing Engineer

GILZANZ MURRAY STEFICEK LLP

ARUP

PHILIP R. SHERMAN, P.E

Acoustic and Audio Visual Consultant

CAVANAUGH TOCCI ASSOCIATES Inc.

Civil Engineer

LANGAN ENGINEERING

Building Envelope Consultant

LEAVITT ASSOCIATES Inc.

Lighting Designer

CBBLD Inc.

Landscape Architects

JAMES CORNER FIELD OPERATIONS

Specification W riter

KALIN ASSOCIATES Inc.

PHASE

M

L

J

K

A

B

C

D

E

F

G

H

4321 8765 1211109 1413

1/8" = 1'-0"

6/1

1/2

020 6

:40:0

6 P

MC

:\R

evit L

ocal F

iles\1

674 Y

ale

KG

L A

18 C

entr

al_

para

dis

.rvt

Yale Kline GeologyLaboratory Code

Upgrades

17081006

YALE KLINE GEOLOGY LABORATORY

210 W HITNEY AVE, NEW HAVEN, CT 06511

A1.30K

ECS

6/12/202017081006 A1.30K

THIRD FLOOR PLAN

BID DOCUMENTS

1/8" = 1'-0"M1

3rd FLOOR PLAN

GENERAL NOTES - FLOOR PLAN

1. DIMENSIONS NOTED AS "EQUAL" OR "EQ" WITHIN A ROOM REFER TO A DISTANCERELATIONSHIP CONTAINED ONLY IN THAT ROOM AT AN OPPOSING OR PARALLEL WALLUNLESS NOTED OTHERWISE.

2 TYPICAL CODE-REQUIRED MANEUVERING CLEARANCES FOR ACCESSIBILITY AT DOORSIS SHOWN IN THE CODE PLANS LEGEND. THE REQUIRED MANEUVERING CLEARANCESFOR EACH DOOR ARE SHOWN ON THE FLOOR PLAN OR LAYOUT DRAWINGS. THECONTRACTOR SHALL BE FULLY RESPONSIBLE TO COORDINATE THE REQUIREMENT FORMANEUVERING CLEARANCES WITH SUBCONTRACTORS, VENDORS AND INSTALLERS ANDVERIFY THAT THE INSTALLED WORK WILL PROVIDE THE REQUIRED MANEUVERINGCLEARANCES. REPORT ALL DEVIATIONS FROM THE MANEUVERING CLEARANCEREQUIREMENTS TO THE ARCHITECT. DO NOT PROCEED WITH THE INSTALLATION OFANY WORK ENCROACHING ON THE REQUIRED MANEUVERING CLEARANCES UNTIL THEISSUE HAS BEEN RESOLVED WITH THE ARCHITECT. MAKE NECESSARY CORRECTIONS.

3. DIMENSIONS SHOWN ON ARCHITECTURAL FLOOR PLANS AND ENLARGED PLAN DETAILSARE TO FACE OF STUD, TO FACE OF MASONRY OR TO CENTER LINE OF COLUMN UNLESSOTHERWISE NOTED.

4. ENSURE FINISH SURFACES ARE FLUSH AND SEAMLESS WHERE PARTITIONS AND/ORFURRING ARE COPLANAR.

5. ALL PIPING, CONDUITS AND RELATED MECHANICAL AND ELECTRICAL ITEMS SHALL BECONCEALED WITHIN PARTITION WALL ASSEMBLY IN FINISHED AREA, U.N.O..

6. PROVIDE BACKING/BLOCKING TO SUPPORT ALL WALL MOUNTED ITEMS.

7 ALL MECHANICAL PADS TO BE 4" HIGH MINIMUM. U.N.O SIZE OF PAD TO BE VERIFIED BYCONTRACTOR.

8 PITCH SLABS (AND OTHER FLOORS) TO FLOOR DRAINS, TYP.

NO. DATE REVISION

014