VA263-17-R-1144-020.pdf

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HH GG FF EE DD CC

C1P-96

9'-0"

1P-368

8'-0"

1P-369

1P-370

1P-336

1P-332

1P-324

1P-323

C1P-93

1P-343

1P-342

1P-341

C1P-88

9'-0"1P-345

1P-347

1P-346

1P-348

1P-344

1P-355

1P-353

1P-351

1P-349

1P-373

1P-372

1P-371

C1P-91

1P-99

C1P-86A

1P-96

1P-375

S-10

1P-331

1P-340

1P-271

1P-273

1P-275

1P-276

1P-274

1P-272

C1P-105

1P-374

1P-376

1P-374A

1P-374B

C1P-103

2 2

2 2 2

1 1 1

1 1

4 4

5 5

2 7

C1P-94

555 5

44 4

4 48

7 7

6 6

30 x 42

G E

N

R A

L

O

T

S

618-16-111

Project Title

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, MN 55417

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Plot Scale

Drawing Title

Approved: Division Chief

Approved: Service Director

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

o n e -e ig h th i n c f t

-q u a rt r in re s

-h lf i n d n

TRUE NORTH

PLAN NORTH

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

BY THE VARIOUS SUBCONTRACTORS.

I HEREBY CERTIFY THAT THIS PLAN,

SPECIFICATION OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

LICENSED ARCHITECT UNDER

THE LAWS OF THE STATE OF MINNESOTA

C U rs \s tr m k \D ts

\3

B

D

H

F

.r v

/9

/2

:2

:1

M

1/4" = 1'-0"

1322 - A-407

TW DRE

EXPAND OUTPATIENT MENTAL HEALTH

AREA K FIRST FLOOR SW CEILING PLAN

ARCHITECTURAL

05-05-2017 DWG. 33 OF 94

1 AREA K FIRST FLOOR SW CEILING PLAN

KEYED NOTES

1 NEW CEILING, REF FINISH SCHEDULE

2 NEW LIGHT FIXTURE, REF ELECTRICAL.

3 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

SCOPE. PROTECT AREA FROM DAMAGE AS

REQUIRED.

4 EXISTING LIGHT FIXTURE

5 EXISTING HVAC DIFFUSER/GRILLE

6 EXISTING CEILING

7 NEW HVAC DIFFUSER/GRILLE, REF MECHANICAL.

8 EXISTING EXIT SIGN

9 NEW EXIT SIGN. REF ELECTRICAL

RCP GENERAL NOTES

1 REFER SHEET I-114 FOR CEILING FINISH PLAN.

2 CEILING HEIGHTS AT CEILINGS INDICATED AS

EXISTING TO REMAIN ARE APPROXIMATE AND

SHOULD BE VERIFIED IN FIELD.

3 REFER TO SHEET I-601 FOR FINISH TYPE LEGENDS.

4 REFER TO SHEET I-602 FOR ROOM FINISH SCHEDULE.

5 REFER TO SHEET A-500 FOR WINDOW TYPES

DESCRIPTION DATE

BB AA Z Y X

1P-263

1P-265

1P-267

1P-269

1P-271

1P-272

1P-270

1P-268

1P-266

1P-264

1P-262

1P-260

1P-111

1P-261

1P-244

1P-108

1P-107

1P-110

1P-109

C1P-104A

C1P-103A

C1P-107

C1P-109

111 1

1 1 1 1 1 1 1

111 1

11 1 1

1 1 1 1 1 1 1

2 2 2 2 2

2 2 2 2

C1P-106

C1P-108

1 1111 1 1

5 5 5 5 5

5 5 5 5 5

A-411 n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - A-408

AREA K FIRST FLOOR SE CEILING PLAN

05-05-2017 DWG. 34 OF 94

1 AREA K FIRST FLOOR SE CEILING PLAN

RCP GENERAL NOTES

1 REFER SHEET I-114 FOR CEILING FINISH PLAN.

2 CEILING HEIGHTS AT CEILINGS INDICATED AS

EXISTING TO REMAIN ARE APPROXIMATE AND

SHOULD BE VERIFIED IN FIELD.

3 REFER TO SHEET I-601 FOR FINISH TYPE LEGENDS.

4 REFER TO SHEET I-602 FOR ROOM FINISH SCHEDULE.

5 REFER TO SHEET A-500 FOR WINDOW TYPES

1 NEW LIGHT FIXTURE, REF ELECTRICAL.

2 NEW CEILING, REF FINISH SCHEDULE

3 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

4 NEW CEILING EXPANSION JOINT. REF DETAIL

13/A-500

5 NEW HVAC DIFFUSER/GRILLE, REF MECHANICAL.

6 EXISTING LIGHT FIXTURE

LEVEL 1

INTERSTITIAL

10' - 3 1/2"

850' - 7 1/2"

8'

2' - 6"

IN6"

3' -2

-A

2'

0"

ACOUSTIC WOOD

PANELS

ATTACH TO SOFFIT

FRAMING WITH

TORSION SPRING PER

MFR STANDARD

DETAIL

3 5/8"

STUDS @

16" OC

CEILING AS

SCHEDULED

NEW INTERSTITIAL

SLAB ASSEMBLY

REF STRUCT

METAL STUD

BRACE @ 48" OC

840' - 4"

1/

2"1' - 0"1' - 6"

2' - 0"

BOTTOM TRACK

3 5/8" METAL STUD

5/8" TYPE X GYP BD WITH WOOD VENEER

SOLID SURFACE COUNTER TOP ON 1" TUBE

STEEL FRAME EACH SIDE OF WALL INSTALL

PER COUNTERTOP SUPPLIER

REQUIREMENTS

2X WOOD BLOCKING

TOP TRACK

3 5/8" STUDS @ 16" OC3 5/8" STUDS @ 16" OC

METAL WALL BASE

DASHED LINE INDICATES

PRIVACY WALL BEYOND

5/8" GYP BD

TYPMICRO PERF

HEADER

ATTACH SOFFIT FRAMING TO HEADER WITH

(2) #10 TEK SCREWS AT EACH STUD

DECORATIVE WOOD PANELS

ATTACH TO SOFFIT FRAMING WITH TORISION

SPRING PER MFR STANDARD DETAIL

ACOUSTIC WOOD PANELS

FASCIA

ATTACH WITH Z-CHANNEL PER

MFR STANDARD DETAIL

ACT CEILING

6" METAL STUD @ 16" OC

ATTACH WITH Z-CHANNEL

1'

EXISTING INTERSTITIAL SLAB ASSEMBLY

WALL BASE

AS SCHEDEULED

PROVIDE 1-1/2"X 1-1/2" ALUMINUM CORNER GUARD AT

OUTSIDE CORNER

ACT CEILING

GYP BD AND STUDS

REF WALL TYPE

NEW INTERSTITIAL SLAB ASSEMBLY

X

6"

A-500

1 1/2"

HEADER

DOOR AND FRAME

PROVIDE 1 1/2" GAP FOR MOVEMENT

STUD TRACK

EXPANSION JOINT BEYOND

PROIVDE 1" CLOSURE STRIP

TO MATCH WOOD PANELS

PROIVDE 1" CLOSURE STRIP

AT INSIDE CORNER TO MATCH

WOOD PANELS

NOTE: WHERE WOOD PANELS EXTEND

ACROSS A BUILDING EXPANSION

JOINT, THE PANELS ARE TO BE

CONTINUOUS WITH SIDE NEAR DOOR

ALLOWED TO SLIP IN ZEE CLIPS

HORIZONTALLY. HOLD CLIPS BACK

MIN 6" FROM EA SIDE OF JOINT

9'

DECORATIVE RESIN

GLAZING

3-5/8" METAL STUD @ 16" OC

STUD TRACK

BASE AS SCHEDULED

INTERSTITIAL SLAB ASSEMBLY

REF STRUCTURAL

CEILING AS SCHEDULED

EXISTING FLOOR SLAB

4" STAND-OFF

TYP OF (3)

3-5/8" METAL STUD BRACE, TYP

6" METAL STUD

6" METAL STUD

LAMINATE

COUNTERTOP

W/ BACKSPLASH

BASE CABINET

OH

NOTE: STANDOFF DIMENSIONS SHOW

DESIGN INTENT. COORDINATE LOCATIONS

WITH LIGHTING GRID SYSTEM

NOTE: NO GLAZING OR

POCKET AT SIM CONDINTION

/8

VIF

9"

VIF

5 7/8"

NEW FLOOR ASSEMBLY

INSTALL SALVAGED GRILLE

5/8" TYPE X GYP BD

3 5/8" METAL STUD @ 16" OC

NOTE: PLENUM AND CAP TO

BE 1HR SMOKE BARRIERS

CONSTRCUTION FOR THEIR

ENTIRETY.

EXISITING WALL

INSTALL SALVAGED RING AND

CLIPS

ANCHOR WITH (2) 3/8" Ø

EXPANSION BOLTS AT EACH

CLIP

STEEL FRAME

MODIFY SALVAGED

FRAMING FROM FIRST

FLOOR FOR NEW SECOND

FLOOR LOCATIONS

NOTE: CONTRACTOR TO PROVIDE STEEL FRAME

AND SLIP CONNECTIONS AT NEW PILASTERS ON

SECOND FLOOR TO BRIDGE EXPANSION JOINT IN

SAME MANNER AS FIRST FLOOR

CEILING AS SCHEDULED

EACH SIDE

3 5/8" METAL STUD @ 16" OC

STUD TRACK TOP AND BOTTOM

ANCHOR TOP TRACK TO SLAB

ABOVE WITH (2) SCREWS AT

EACH STUD

INTERSTITIAL SLAB

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

As indicated

1322 - A-410

ENLARGED SECTIONS

05-05-2017 DWG. 35 OF 94

1" = 1'-0"

1 SECTION AT RECPTION DESK

2 SECTION AT ENTRY

3 SECTION AT GLASS WALL

3/4" = 1'-0"

4 SECTION AT "PILASTER" BASE

1 1/2" = 1'-0"

5 BULKHEAD

1' - 9" 3"

4"

/4

MICROWAVE

MILLWORK WITH PLAM FINISH

FIXED SHELF WITH PLAM FINISH,

TYP

SURFACE MOUNTED DOOR

8'

1' - 10 1/2"

2' - 0"

2"

2"1/

/4

4'

SOILD SURFACE

COUNTER TOP AND

BACKSPLASH

DRAWER, TYP

ADJUSTABLE SHELF

1' - 0"

SINK AND FAUCET

REF MECH

SOLID SURFACE

COUNTERTOP AND

1"

SINK BASE CABINET UNIT

SOILD SURFACE

COUNTER TOP AND

ADJUSTABL

E SHELF

1' - 9"

3"

FACE OF WALL

FINISHED FLOOR

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - A-411

MILLWORK SECTIONS

05-05-2017 DWG. 36 OF 94

1 MICROWAVE CABINET

2 MILLWORK SECTION

3 MILLWORK SECTION AT SINK

4 MILLWORK SECTION

5 SECTION AT EQUIPMENT STORAGE

ANCHOR BOLT

STEEL COLUMN

1 5/8" STUDS AND TRACK

NOTE: COLUMN ENCLOSURE

ASSEMBLY TO BE PER ULX528

1' - 2"

7" 7"

PROVIDE STEEL SURROUND AT COLUMN ENCLOSURES IN

INTERSTITIAL AND BASEMENT AREAS

COORDINATE ALL PATCH / REPAIRING WITH MECHANICAL, ELECTRICAL PLUMBING

AND FIRE SUPRESSION TRADES. REFER TO DEMOLITION SHEETS FOR EQUIPMENT

BEING REMOVED.

INTERSTITIAL SPACE

CEILING

20 GA SHEET METAL OVER OPENING

20 GA SHEET METAL OVER OPENING

PROVIDE ANCHOR BOLTS

THRU PATCH / REPAIR

EXISTING INTERSTITIAL

SLAB

CAP OPENING WITH GYP.

CONCRETE

3/

1 1/2"1 1/2"

3" CONT ALUM

RETAINER .080"

VINYL COVER

.080"

MOUNTING BRACKET

1/4-20x5" HEX HEAD SCREW

W/ PHILLIPS HEAD SLOT

A-410

NEW WALL

REINSTALL

SALVAGED GRILLE

EXISTING PILATER WALL

GYP BD, REF SECTION

RESIN GLAZING

STANDOFF BEYOND

METAL STUD AND STUD TRACK

LIGHTING UNIT

1/2"x1/2" ALUMINUM ANGLE

CC

NEW SLAB AND FOOTING

2" EXISTING INTERSTITIAL SLAB

JOINT COVER

NEW BEAM AND INTERSTITIAL SLAB

FIRE BLANKET FOR 2HR FIRE RATING

NEW FLOOR FINISH

NEW EXPANSION JOINT ASSEMBLY

INSTALL PER MFR INSTRUCTIONS

GRIND OUT SLAB FOR INSTALATION

OF EXPANSION JOINT

2 HR FIRE BARRIER PER JOINT MFR

GYP BD AND STUDS

REF WALL TYPE

1 1/2"

PROVIDE GAP FOR MOVEMENT

PROVIDE 1" CLOSURE STRIP

TO MATCH WOOD PANELS

NEW FLOOR FINISH

NEW EXPANSION JOINT ASSEMBLY

INSTALL PER MFR INSTRUCTIONS

GRIND OUT SLAB FOR INSTALATION

OF EXPANSION JOINT

2 HR FIRE BARRIER PER JOINT MFR

1/2"

1"

BACK TO BACK WALL WALL ANGLE

RIVET TOGETHER

CEILING TILE AS SCHEDULED

CEILING GRID AND

SUSPENSION SYSTEM

PVC JOINT COVER EA SIDE

CONCEALED JOINT

FRAME EA SIDE

GYP BD

METAL STUD EA SIDE

CONCEALED

JOINT FRAME EA

SIDE

FIRE STOPPING

CONCEALED JOINT

FRAME EA SIDE

RAILING

REF INTERIORS

CORNER GUARD

REF INTERIORS

FACE OF JAMB

RAILING

CORNER DOOR FRAME

2" EQ 2" EQ 2" EQ 2"

7'

6' - 0"

1/2" VARIES 1/2"

5/

8"

CORRIDOR SIDE ROOM SIDE

GYP BD WALL ON

METAL STUDS

REMOVEABLE STOP

GLAZING

REF SPECIFICATIONS

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - A-500

DETAILS

05-05-2017 DWG. 37 OF 94

1 TYPICAL 2HR COLUMN ENCLOSURE

3 REPAIR AT INTERSTITIAL SLAB

3" = 1'-0"

4 HAND RAIL DETAIL

6 PILASTER BASE

7 GLASS WALL TRANSITION

2 COLUMN AT BASEMENT

10 EXPANSION JOINT @ INTERSTITIAL SLAB

11 FLOOR EXPANSION JOINT @ TILE AND TERAZZO

17 CEILING EXPANSION PARALELL TO WALL

12 FLOOR EXPANSION JOINT @ CARPET AND LVT

13 EXPANSION JOINT @ ACT

14 GYP WALL EXPANSION JOINT

15 GYP WALL EXPANSION JOINT RATED

16 GYP WALL EXPANSION JOINT INSIDE CORNER

5 HAND RAIL END PLAN VIEW

1/2" = 1'-0"

8 TYPE A WINDOW

9 WINDOW FRAME

171615141312

2 3 4 4 4 4 4 455 66666 66 66 66 6677

DD CC BB AA Z Y X

6 53 3 3 26

11111

6 5 6

4' - 6 7/8"

EQ EQ

3 5/8".

1/2".

(1) 3 5/8" STUDS

EACH END 4'-0"

TALL

EACH SIDE OF GLASS

1/2" PLYWOOD

3/8" DECORATIVE

GLASS

STOP CORNER

GUARDS AT

UNDERSIDE OF WALL

CAPS

3/8" DECORATIVE

GLASS WITH SMOOTH

CURVED EDGES AT

EXPOSED AREAS

WOOD VENEER

CONTINUOUS

SEALANT AT TOP OF

BASE

A-501

SECTION B

NTS

SECTION A

ELEVATION

3/8" DECORATIVE GLASS

WITH SMOOTH CURVED

EDGES AT EXPOSED AREAS

ALUM. CORNER GUARD

STOP AT UNDERSIDE OF

WALL CAPS

HILTI X-DNI 42P8 24" OC TYP

CONTINUOUS SEALANT

AT TOP OF BASE

3-5/8"x18 GAUGE METAL STUDS

6" RADIUS

COUNTERTOP

WALL CAP

WOOD VENEER

CONT SEALANT EA SIDE

SOLID SURFACE WALL CAP

CONT SEALANT EA SIDE OF WALL

ALUM ANGLE EA SIDE OF GLAZING

FASTEN AT 12" OC

WET GLAZE SYSTEM

STUD AND CAPTURE TRACK

DECORATIVE GLAZING

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

:3

1322 - A-501

INTERIOR ELEVATIONS

05-05-2017 DWG. 38 OF 94

1/8" = 1'-0"

1 CORRIDOR ELEVATION

2 CORRIDOR ELEVATION

3 PRIVACY WALL

GENERAL NOTES

1. REFER TO SHEET I-601 FOR FINISH TYPE LEGENDS.

2. REFER TO SHEET I-602 FOR ROOM FINISH SCHEDULE.

3. REFER TO SHEET A-602 FOR DOOR TYPES

4 PRIVACY WALL CAP

1 NEW LIGHT FIXTURE, REF ELECTRICAL.

2 OPEN TO BEYOND

3 INSTALL NEW DECORATIVE WOOD AND METAL HAND

RAIL. REFER TO DETAILS 4 & 5/A-500

4 STONE VENEER SM-2

5 NEW DOOR AND FRAME

6 NEW WALL, REF WALL TYPE

7 WOOD VENEER PANELS WITH ALUMINUM REVEALS

AND ALUMINUM CORNER TRIM AT OUTSIDE

CORNERS

REFRIGERATOR

SHELVING UNIT

WITH DRAWER

FF

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - A-502

INTERIOR ELEVATIONS

05-05-2017 DWG. 39 OF 94

1 BREAKEROOM ELEVATION 1

1 OR 2 HOUR

GYPSUM

WALLBOARD

ASSEMBLY

FIRESTOP

SYSTEM

STEEL, IRON, CONDUIT,

COPPER TUBING OR

COPPER PIPE. PIPE,

CONDUIT OR TUBING

SHALL BE RIGIDLY

SUPPORTED ON BOTH

SIDES OF WALL.

METAL PIPE OR CONDUIT

1 HR. OR 2 HR.

GYPSUM WALLBOARD

MINERAL WOOL

BATT INSULATION

METALLIC

SLEEVE

1 HR. OR 2 HR. FIRE

RATED GYPSUM WALL

CABLE

BUNDLE

SAFING

INSUL.

STEEL

SLEEVE

SEAL THE BACK OF

ELECTRIC JUNCTION

BOX W/ SEALANT OR

FIRESTOPPING PUTTY

PAD (TYP)

SOUND ATTENUATION

BLANKET INSULATION

AS REQUIRED BY

PARTITION TYPE

NOTE:

DO NOT INSTALL BOXES

BACK-TO-BACK

TWO BEADS MINIMUM OF

ACOUSTICAL SEALANT (TYP)

NOTE: PUTTY PAD NOT FOR USE WITH

RF SHIELDED PARTITIONS

*NOTE: ANNULAR

SPACE = MIN. 1/4",

MAX. 3/4".

STEEL DUCT

SHALL BE

RIGIDLY

SUPPORTED ON

BOTH SIDES OF

WALL ASSEMBLY

AFTER SEALING

SPACE BETWEEN

DUCT AND WALL

BOARD, FASTEN GALV.

STEEL ANGLE TO

DUCT WITH NO. 8 (OR

LARGER) STEEL SHEET

METAL SCREWS.

1 HR. OR 2 HR. FIRE

RATED GYPSUM WALL

16GA. GALV.

STEEL ANGLE

RECTANGULAR

STEEL DUCT,

MIN. 24 GA.

PIECES OF WRAP/STRIP

CABLE TRAY

1 & 2 HOUR FIRE

RATED GYPSUM

WALLBOARD ASSEMBLY

FIRE BARRIER

COMPOSITE SHEET

GYPSUM WALLBOARD

STEEL DUCT RIGIDLY

SUPPORTED ON

BOTH SIDES OF WALL

ASSEMBLYFIRESTOP

SEMI-RECESSED

FIRE EXTINGUISHER

CABINET

PIPE INSULATION

GYPSUM

WALLBOARD

STEEL PIPE

SOLID

CONCRETE OR

UL CLASSIFIED

BLOCK WALL

METAL

PIPE OR

CONDUIT

BATT

INSULATION

CONCRETE FLOOR

BATT

INSULATION

CABLE

BUNDLE

STEEL, IRON

OR COPPER

PIPE

METAL JACKET

SOLID CONCRETE FLOOR

FIRE BARRIER

COMPOSITE

SHEET

FIRE

BARRIER

WRAP/STRIP

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - A-590

TYPICAL PENETRATION DETAILS

05-05-2017 DWG. 40 OF 94

PIPE PENETRATION

THRU RATED GYP. WALL

MULTIPLE PIPE

PENETRATION THRU GYP. WALL

3 CABLE BUNDLE IN GYP. WALL

TYP. JUNCTION BOX

SEALING @ ALL FIRE RATED,

RESTRICTED & STC GWB PARTITIONS

5 METAL DUCT THRU RATED GYP. WALL

6 CABLE TRAY THRU RATED WALL

DUCT PENETRATION

THRU RATED GYP. WALL

SEMI-RECESSED FIRE

EXTINGUISHER MOUNTING HEIGHT

INSULATED PIPE

IN GYP. WALL

MULTIPLE PIPE PENETRATION

THRU CONCRETE WALL

11 PIPE PENETRATION THRU RATED FLOOR

MULTIPLE PIPE

PENETRATION THRU RATED FLOOR

13 CABLE TRAY THRU RATED FLOOR

MK MK

WIDTH HEIGHT WIDTH HEIGHT

DOOR SIZES

IN [mm]

A 1'-6" [457]

6'-8" [2032]

7'-8" [2337] UNASSIGNED

C 2'-2" [660]

B 2'-0" [610]

D 2'-4" [711]

E 2'-6" [762]

F 2'-8" [813]

G 2'-10" [864]

H 3'-0" [914]

I 3'-2" [965]

J 3'-4" [1016]

K 3'-8" [1118]

L 3'-10" [1168]

M 1'-6" [457]

7'-0" [2134]

2'-2" [660]

2'-0" [610]

2'-4" [711]

2'-6" [762]

2'-8" [813]

3'-0" [914]

3'-4" [1016]

3'-6" [1067]

3'-8" [1118]

3'-10" [1168]

4'-0" [1219]

3'-0" [914]

8'-0" [2438]

P

Q

V

W

Y

Z

DOOR MODIFICATIONS

LL

LP

LAMINATED GLASS

DOUBLE GLAZED

TEMPERED GLASS

ELECTRIC HOLD

LEAD LINED

LIGHT PROOF LOUVER

MECH. SEAL FOR

LIGHT PROOF &

SOUND RETARDING

FULL LITE DOOR TO

USE DECORATIVE GLASS

TEMPERED GLASS

UNDERCUT 1" [25mm]

LEAD GLASS

DOOR SYMBOL

FRAME TYPE

(JAMB DETAIL)

DOOR

TYPE

MODIFICATION

DOOR SIZE

F1 2

DOUBLE LETTERS

EQUAL SIZE OF LEAF

FOR PAIR OF

DOORS

LEGEND (SEE

ELEVATIONS)

GLASS OR LOUVER

REQUIRED BY

MODIFICATION

GLASS OR LOUVER

REQUIRED BY

ELEVATION TYPE

NOTES:

1.

2.

3.

4.

ALL DOORS SHALL BE FLUSH - 1 3/4" [44mm] THICK UNLESS NOTED OTHERWISE.

TOP & SIDE RAILS SHALL BE 9" [229mm] MIN. BOTTOM RAILS SHALL BE 12" MIN. [305mm].

DOOR TYPES 7, 8, & 9 SHALL NOT BE USED FOR OPPOSING DOORS.

EVEN NUMBERS ARE METAL; ODD NUMBERS ARE WOOD.

10E

DOOR HARDWARE

GROUP

REF SPECIFICATIONS

1/2" MIN.

JAMB ANCHORS

(FURNISHED WITH FRAME)

IE

SVARIES

IN

STUD

MINUS 3/16"

JAMB DEPTH

WIDTH

STUD

FRAME FACE

MINUS 3/16

MINUS 3/16

FRAME FACE

12"MIN.

5/8"MAX.

DETAIL

CONST.

JOINT

SEC. B

GYPSUM WALL

BD. PANELS

CONTROL

JOINT

PROVIDE

SOUND

DEADENING

WHERE

REQ'D.

SANITARY

STOP

FRAME

ANCHOR

CLIP

SHIM AS

JAMB

ANCHOR

DOUBLE STUDSDETAIL

CRIPPLE STUD DO

NOT ANCHOR TO

BEARING STUD

A A

NOTE 1:

OMIT BRACE WHEN "D"

DIMENSION IS LESS THAN 2'-0"

SECTION B

VERTICAL STUDS @ 1'-4" MAX.

PROVIDE CONTINUOUS BRACING WHEN

STUDS EXCEED 10'-0" & ARE

FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE

- COORDINATE W/HINGE

REINFORCEMENT.

SEE NOTE 1

RUNNER

BET.

STUDS

SEE DOOR

SCHEDULE

SHIM AS

ISOMETRIC OF CONSTR. JT.ELEVATION AT DOOR FRAME DETAIL DDETAIL CSECTION A

MET.

FRAME

STANDARD FRAME

FOR DRYWALL REF 3-

A602 FOR FRAME

PROFILE

CAULK ALL

AROUND BOTH

SIDES

JAMB ANCHORS

DOUBLE

STUDS BACK

TO BACK

DRYWALL, THICKNESS

SINGLE OR DOUBLE AS

REQUIRED

RETURN ON FRAME GAGE AS SPECIFIED

5/

8"

WIDTH + 1/8" MIN

THROAT OPENING = PARTITION 1/2"

DOOR SIDE

1 15/16" VARIES VARIES

2" 2"

2" 2"

F7 F1

24 2620

DUTCH DOOR

19 22 2523

383630

SECURITY

RM. DR.

GENERAL NOTE:

ALL 'B' LABELED A

90 MINUTE

RATING.

'A' LABEL

'B' LABEL

'C' LABEL

SOUND RATED DETENTION TYPE

SECURITY

VAULT DOOR

SECURITY DOOR

INTEGRATED

15/17

229 mm

100 SQ IN MAX.

[.062 SQ m]

4"x25" [102x635mm]

T.A. OR W/F

LOUVER SIZE AS

MUNTINS

AS REQ'D.

LOUVERS

AS REQ'D.

305 mm

100 SQ IN MAX.

[.062 SQ m]

4"x25" [102x635mm]

1296 SQ IN [.84 SQ m]

MAX. EACH LEAF

4"x25" [102x635mm] 'F'

GLASS

SHELF

8"x10" [203x254mm]

LEAD GLASS IF

REQ'D. (DR. 15)

7"

5'

LEAD LINED

RAY PROOF L. IF

REQ'D. (DR. 15)

5'

COMBINATION LOCK

& HANDLE

T.A. VIEWER 22

9" 61

INTEGRATED

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - A-602

DOOR TYPE DIAGRAMS

05-05-2017 DWG. 41 OF 94

1. ALL DOOR TYPES SHOWN MAY NOT BE USED.

2. ALL DOOR SIZES SHOWN MAY NOT BE USED.

3. METRIC DIMENSIONS (WHERE SHOWN) ARE FOR REFERENCE

ONLY. IMPERIAL DIMENSIONS GOVERN.

4. PROVIDE SANITARY STOPS AT ALL DOORS EXCEPT IN RATED

WALLS

12" = 1'-0"

6 VA_DOOR_LEGEND

12" = 1'-0"

4 TYPICAL WALL FRAMING AT DOOR

1 FRAMES IN METAL STUD PARTITIONS

6" = 1'-0"

2 TYPICAL DOOR FRAME PROFILE

3 TYPICAL DOOR FRAME ELEVATIONS

5 DOOR TYPE DIAGRAMS

5/8" CEMENT BACKER BOARD

EXTEND FROM FLOOR TO TOP OF STONE VENEER

5/8" GYP BD ABOVE TOP OF STONE VENEER

CULTURED STONE VENEER

REF FINISH SCHEDULE

J

1HR PARTITION PER UL

U419, SEAL FOR

SMOKE BARRIER

1 1/2" DECORATIVE WOOD VENEER PANEL

2HR PARTITION PER UL

U419

1HR PARTITION PER UL

U419

5/8" GLASS MAT TILE BACKER

WALL TILE

1 1/2" DECORATIVE WOOD VENEER PANEL

X1

TAIL SIDE HEAD SIDE

HEAD SIDETAIL SIDE

STUD SIZES

1 MATCH ADJACENT EXISTING FRAMING

2 1 5/8" 4 3 5/8" 6 6" 8 8"

LETTER INDICATES WALL TYPE

NUMBER IDICATES STUD SIZE

K

U408

U419, SEAL FOR SMOKE

BARRIER

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

:4

1322 - A-603

WALL TYPES

05-05-2017 DWG. 42 OF 94

WALL TYPES

1. ALL WALLS TO EXTEND TO UNDERSIDE OF INTERSTITIAL SLAB.

PATCH ANY FIREPROOFING DAMAGED OR DISTURBED BY THIS

WORK TO LIKE-NEW CONDITION.

2. AT RATED WALLS, EXTEND NEW WORK UP TO MEET EXISTING AND

JOIN SO AS TO MAINTAIN FIRE RATING.

3. ALL WALL TO RECEIVE SOUND BATTS. MIN STC 45.

TYP OF

(10)

11 111

2 4

1 21

1 4

111 2

5 4

1 22

1 22 1

44 22

AD4003

HH GG FF EE DD CC BB AA Z Y X

1010 1111 11 101010 101010 101010 101010 1010 101010 101010 101010 11 1111111111 11 1111 11 11111111 111111 10 n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD110

AREA K FIRST FLOOR DEMOLITION PLAN

05-05-2017 DWG. 17 OF 94

1 AREA K FIRST FLOOR DEMOLITION PLAN

1 REMOVE EXISTING WALL OR FURRING IN ITS

2 REMOVE EXISTING DOOR AND FRAME IN ITS

3 REMOVE EXISTING PLUMBING FIXTURE, REF

PLUMBING

4 REMOVE EXISTING HANDRAIL AND SAVE FOR REUSE.

5 REMOVE EXISTING WALL AS REQUIRED FOR NEW

WORK.

6 REMOVE EXISTING CABINETRY.

7 REMOVE EXISTING PLANTS, SOIL AND OTHER

APPURTENANCES TO PLANTER.

8 SALVAGE EXISTING GRILLE AND STEEL ANGLE

FRAMES FOR REUSE

9 REMOVE EXISTING SLOPED LIGHTWEIGHT

CONCRETE PLANTER BOTTOM. DO NOT DAMAGE

FLOOR SLAB SYSTEM BELOW. LIGHTWEIGHT

CONCRETE IS APPROXIMATELY 4" THICK AT DRAIN,

SLOPING UP AT 1/4" PER 1'-0".

10 *BID ALTERNATE* REMOVE EXISTING FLOOR AND

WALL EXPANSION JOINT AND COVER. PREPARE

SURFACES FOR NEW EXPANSION JOINT AND COVER.

11 REMOVE EXISTING FLOOR AND WALL EXPANSION

JOINT AND COVER. PREPARE SURFACES FOR NEW

EXPANSION JOINT AND COVER.

12 REMOVE EXISTING LIGHT FIXTURE

13 REMOVE WALL FINISHES AS REQUIRED FOR

PLUMBING WORK.

14 REMOVE EXISTING DOOR AND FRAME. SAVE FOR

REUSE.

15 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

16 REMOVE EXISTING DOOR SLAB. SAVE HARDWARE

FOR REUSE. PREP FRAME FOR NEW SLAB.

17 REMOVE EXISTING APPLIANCES

18 REMOVE EXISTING FIRE SHUTTER IN ITS ENTIRETY.

19 REMOVE WALL AS REQUIRED FOR FIRE SUPRESSION

WORK

DEMOLITION GENERAL NOTES

1 DEMOLITION SHOWN ON THIS SHEET IS NOT

INTENDED TO BE INCLUSIVE OF ALL TRADES.

2 CONTRACTOR SHALL COORDINATE DEMOLITION

WITH ALL TRADES AND PROVIDE ALL DEMOLITION

REQUIRED TO EXECUTE THE NEW WORK AS

INDICATED IN THE CONTRACT DOCUMENTS.

3 ALL EQUIPMENT SHOWN TO BE REMOVED IS TO BE

REMOVED BY CONTRACTOR UNLESS NOTED

OTHERWISE.

4 EXISTING EQUIPMENT SHOWN AS DEMOLISHED TO

BE TURNED OVER TO OWNER.

5 PREPARE ALL EXPOSED SUBSTRATES TO RECEIVE

NEW FINISHES.

6 COORDINATE DISPOSAL OF ALL REMOVED DOORS

AND FRAMES WITH OWNER.

7 CONTRACTOR TO TAKE REASONABLE STEPS TO

MAINTAIN FIRE RESISTANCE RATINGS DURING

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

DURING CONSTRUCTION. REFER TO

SPECIFICATIONS.

8 OWNER RESERVES THE RIGHT OF FIRST REFUSAL

FOR ALL ITEMS REMOVED DURING DEMOLITION.

9 FINISHES NOT INDICATED TO BE REMOVED SHALL

BE PROTECTED FROM DAMAGE. REPAIR OF

DAMAGED FINISHES SHALL BE AT THE EXPENSE OF

THE CONTRACTOR.

10 TERMINATE EXSITING FINISHES TO REMAIN IN

CLEAN EDGE READY TO RECEIVE NEW FINISHES

11 FIRE PROTECTION, PLUMBING, MECHANICAL AND

ELECTRICAL SYSTEMS NOT SHOWN FOR CLARITY.

REFER TO RESPECTIVE DRAWINGS FOR

DEMOLITION OF THOSE SYSTEMS

12 REMOVAL OF EXISTING FURNISHINGS, STAFF

BELONGINGS AND OTHER SIMILAR ITEMS WILL BE

PERFORMED BY VA STAFF. COORDINATE WITH COR.

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD115

AREA K FIRST FLOOR INTERSTITIAL DEMOLITION PLAN

05-05-2017 DWG. 18 OF 94

1 AREA K FIRST FLOOR INTERSTITIAL DEMOLITION PLAN

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

2 SALVAGE EXISTING GRILLE AND STEEL ANGLE

3 REMOVE EXISTING INTERSTITIAL SLAB ASSEMBLY AS

REQUIRED FOR NEW WORK. REF STRUCTURAL.

4 REMOVE EXISTING WALL AS REQUIRED FOR NEW

5 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD120

AREA K SECOND FLOOR DEMOLITION PLAN

05-05-2017 DWG. 19 OF 94

1 AREA K SECOND FLOOR DEMOLITION PLAN

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

2 REMOVE PILASTER AS REQUIRED FOR

INSTALLATION OF NEW PILASTER BASE

3 REMOVE EXISTING WALL AS REQUIRED FOR NEW

4 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

LEVEL 2

859' - 0"

1716151413

1 7 11

CC BB AA Z Y X

4 7 7 7133

2 3 5 6

17 16 15 14 13

10 1

14 1 15414 115 4

14 4

1 15

414 1

10 3 1

101515 4 14 15 14

DDCCBBAAZYX

33 10

101011010

10 3

1 1010101012 n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD400

DEMOLITION ELEVATIONS

05-05-2017 DWG. 20 OF 94

3 DEMOLITION ELEVATION

4 DEMOLITION ELEVATION

1 DEMOLITION ELEVATION

2 DEMOLITION ELEVATION

DEMO ELEVATION GENERAL NOTES

2 CONTRACTOR SHALL COORDINATE DEMOLITION WITH

ALL TRADES AND PROVIDE ALL DEMOLITION

4 EXISTING EQUIPMENT EXCLUSIVE OF EXISTING CT

SHOWN AS DEMOLISHED TO BE TURNED OVER TO

OWNER.

NEW NEW FINISHES.

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

DURING CONSTRUCTION. REFER TO SPECIFICATIONS.

9 FINISHES NOT INDICATED TO BE REMOVED SHALL BE

PROTECTED FROM DAMAGE. REPAIR OF DAMAGED

FINISHES SHALL BE AT THE EXPENSE OF THE

CONTRACTOR.

10 TERMINATE EXSITNG FINISHES TO REMAIN IN CLEAN

EDGE READY TO RECIEVE NEW FINISHES.

11 DEMOLITION ELEVATIONS ARE FOR REFERENCE

ONLY. CONTRACTOR SHALL BEAR FULL

RESPONSIBLITY FOR COORDINATING DEMOLITION

REQUIRED FOR NEW WORK.

1 EXISTING WALL TO REMAIN. PROTECT FROM

DAMAGE AND SHORE AS REQUIRED.

2 REMOVE EXISTING DOOR AND FRAME IN THEIR

4 REMOVE EXISTING WALL OR FURRING IN ITS

5 REMOVE EXISTING HANDRAIL AND SAVE FOR REUSE.

6 REMOVE EXISTING CURTAIN WALL SYSTEM IN ITS

7 EXISTING WINDOW SYSTEM BEYOND.

8 REMOVE EXISTING LAY-IN CEILING SYSTEM.

9 REMOVE EXISTING GYP BOARD CEILING.

10 EXISTING WINDOW SYSTEM TO REMAIN. PROTECT

FROM DAMAGE.

11 EXISTING DOOR TO REMAIN. ENSURE PROPER

FUNCTION OF DOOR AND HARDWARE. PROTECT

12 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

13 REMOVE EXISTING PLANTS. SALVAGE ALL POTTED

PLANTS AND OTHER PLANTS AS FEASIBLE. VINES

NEED NOT BE SALVAGED UNLESS POSSIBLE. SHORE

PLANTER AS REQUIRED TO LEAVE IN PLACE.

14 EXISTING RAILING TO REMAIN. PROTECT FROM

DAMAGE.

15 EXISTING DOOR TO REMAIN. NO WORK, PROTECT

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD401

REFERENCE DETAILS

05-05-2017 DWG. 21 OF 94

REFERENCE DETAIL GENERAL NOTES

1 DETAILS ON THIS SHEET ARE FROM THE ORIGINAL

CONSTRUCTION DRAWINGS AND ARE FOR

CONTRACTOR'S REFERENCE ONLY.

1 PLAN @ SEATING AREA, TYPICAL

2 PLANTER DIVIDER WALL

3 PLANTER WALL A@ LAMP POST

4 TYPICAL PLANTER WALL

5 BENCH @ PLANTER WALL

TYP OF

(10)

11 111

2 4

1 21

1 4

111 2

5 4

1 22

1 22 1

44 22

1010 1111 11 101010 101010 101010 101010 1010 101010 101010 101010 11 1111111111 11 1111 11 11111111 111111 10 n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD110

AREA K FIRST FLOOR DEMOLITION PLAN

05-05-2017 DWG. 17 OF 94

1 AREA K FIRST FLOOR DEMOLITION PLAN

2 REMOVE EXISTING DOOR AND FRAME IN ITS

3 REMOVE EXISTING PLUMBING FIXTURE, REF

PLUMBING

4 REMOVE EXISTING HANDRAIL AND SAVE FOR REUSE.

5 REMOVE EXISTING WALL AS REQUIRED FOR NEW

6 REMOVE EXISTING CABINETRY.

7 REMOVE EXISTING PLANTS, SOIL AND OTHER

APPURTENANCES TO PLANTER.

8 SALVAGE EXISTING GRILLE AND STEEL ANGLE

9 REMOVE EXISTING SLOPED LIGHTWEIGHT

CONCRETE PLANTER BOTTOM. DO NOT DAMAGE

FLOOR SLAB SYSTEM BELOW. LIGHTWEIGHT

CONCRETE IS APPROXIMATELY 4" THICK AT DRAIN,

SLOPING UP AT 1/4" PER 1'-0".

10 *BID ALTERNATE* REMOVE EXISTING FLOOR AND

WALL EXPANSION JOINT AND COVER. PREPARE

SURFACES FOR NEW EXPANSION JOINT AND COVER.

11 REMOVE EXISTING FLOOR AND WALL EXPANSION

JOINT AND COVER. PREPARE SURFACES FOR NEW

EXPANSION JOINT AND COVER.

12 REMOVE EXISTING LIGHT FIXTURE

13 REMOVE WALL FINISHES AS REQUIRED FOR

PLUMBING WORK.

14 REMOVE EXISTING DOOR AND FRAME. SAVE FOR

REUSE.

15 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

16 REMOVE EXISTING DOOR SLAB. SAVE HARDWARE

FOR REUSE. PREP FRAME FOR NEW SLAB.

17 REMOVE EXISTING APPLIANCES

18 REMOVE EXISTING FIRE SHUTTER IN ITS ENTIRETY.

19 REMOVE WALL AS REQUIRED FOR FIRE SUPRESSION

WORK

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

Thomas JB Warner 05-05-17

22297 n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD115

AREA K FIRST FLOOR INTERSTITIAL DEMOLITION PLAN

05-05-2017 DWG. 18 OF 94

1 AREA K FIRST FLOOR INTERSTITIAL DEMOLITION PLAN

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

2 SALVAGE EXISTING GRILLE AND STEEL ANGLE

3 REMOVE EXISTING INTERSTITIAL SLAB ASSEMBLY AS

REQUIRED FOR NEW WORK. REF STRUCTURAL.

4 REMOVE EXISTING WALL AS REQUIRED FOR NEW

5 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD120

AREA K SECOND FLOOR DEMOLITION PLAN

05-05-2017 DWG. 19 OF 94

1 AREA K SECOND FLOOR DEMOLITION PLAN

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

2 REMOVE PILASTER AS REQUIRED FOR

INSTALLATION OF NEW PILASTER BASE

4 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

1716151413

1 7 11

CC BB AA Z Y X

4 7 7 7133

2 3 5 6

17 16 15 14 13

10 1

14 1 15414 115 4

14 4

1 15

414 1

10 3 1

101515 4 14 15 14

DDCCBBAAZYX

33 10

101011010

10 3

1 1010101012 n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENING SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED

PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY

1322 - AD400

DEMOLITION ELEVATIONS

05-05-2017 DWG. 20 OF 94

3 DEMOLITION ELEVATION

4 DEMOLITION ELEVATION

1 DEMOLITION ELEVATION

2 DEMOLITION ELEVATION

DEMO ELEVATION GENERAL NOTES

2 CONTRACTOR SHALL COORDINATE DEMOLITION WITH

ALL TRADES AND PROVIDE ALL DEMOLITION

4 EXISTING EQUIPMENT EXCLUSIVE OF EXISTING CT

SHOWN AS DEMOLISHED TO BE TURNED OVER TO

OWNER.

NEW NEW FINISHES.

CONSTRUCTION AND/OR ENSURE FIRE SAFETY

DURING CONSTRUCTION. REFER TO SPECIFICATIONS.

9 FINISHES NOT INDICATED TO BE REMOVED SHALL BE

PROTECTED FROM DAMAGE. REPAIR OF DAMAGED

FINISHES SHALL BE AT THE EXPENSE OF THE

CONTRACTOR.

10 TERMINATE EXSITNG FINISHES TO REMAIN IN CLEAN

EDGE READY TO RECIEVE NEW FINISHES.

11 DEMOLITION ELEVATIONS ARE FOR REFERENCE

ONLY. CONTRACTOR SHALL BEAR FULL

RESPONSIBLITY FOR COORDINATING DEMOLITION

REQUIRED FOR NEW WORK.

1 EXISTING WALL TO REMAIN. PROTECT FROM

DAMAGE AND SHORE AS REQUIRED.

2 REMOVE EXISTING DOOR AND FRAME IN THEIR

4 REMOVE EXISTING WALL OR FURRING IN ITS

5 REMOVE EXISTING HANDRAIL AND SAVE FOR REUSE.

6 REMOVE EXISTING CURTAIN WALL SYSTEM IN ITS

7 EXISTING WINDOW SYSTEM BEYOND.

8 REMOVE EXISTING LAY-IN CEILING SYSTEM.

9 REMOVE EXISTING GYP BOARD CEILING.

10 EXISTING WINDOW SYSTEM TO REMAIN. PROTECT

11 EXISTING DOOR TO REMAIN. ENSURE PROPER

FUNCTION OF DOOR AND HARDWARE. PROTECT

12 HATCH INDICATES AREA IS PRIMARILY OUTSIDE

13 REMOVE EXISTING PLANTS. SALVAGE ALL POTTED

PLANTS AND OTHER PLANTS AS FEASIBLE. VINES

NEED NOT BE SALVAGED UNLESS POSSIBLE. SHORE

PLANTER AS REQUIRED TO LEAVE IN PLACE.

14 EXISTING RAILING TO REMAIN. PROTECT FROM

DAMAGE.

15 EXISTING DOOR TO REMAIN. NO WORK, PROTECT

n i n n

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN W