1-22-24 - VA STRATTON NEW EMERGENCY DEPT SS_Part2.pdf

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

DECEMBER 16, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

BOLLARD INSTALLATION WITH TURN DETAIL1

TYPICAL BOLLARD ARRAY INSTALLATION DETAIL5

BOLLARD INSTALLATION ACROSS GRADE DETAIL2

REMOVABLE BOLLARD OPTION DETAIL6

10" PAWN DECORATIVE BOLLARD COVER DETAIL3 IMPACT RATED BOLLARD DETAIL4

CONCRETE PAD DETAIL (DEDUCT ALTERNATE NO.4)8

NOTE:

BOLLARD POST DETAIL 7

UTILITY TUNNEL ACCESS

FLEXIBLE MARKER STAKE9 DECONTAMINATION TANK 10

AutoCAD SHX Text

JOHN D. FELLENZER, P.E.

AutoCAD SHX Text

ALBANY, NY

AutoCAD SHX Text

NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text

SITE PLAN: DETAILS

AutoCAD SHX Text

1-GS-905

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 15"

AutoCAD SHX Text 18"

AutoCAD SHX Text 18"

AutoCAD SHX Text 18"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text

#4 REBAR 12" ON CENTER BOTH DIRECTIONS

AutoCAD SHX Text

#4 REBAR 12" ON CENTER BOTH DIRECTIONS

AutoCAD SHX Text

#4 REBAR 12" ON CENTER BOTH DIRECTIONS

AutoCAD SHX Text

1' OC

AutoCAD SHX Text

12" #2 STONE MIRAFI 600X GEOTEXTILE

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text

1. PAD SIZE SHALL BE 12" LARGER ON ALL SIDES THAN PAD SIZE SHALL BE 12" LARGER ON ALL SIDES THAN DECONTAMINATION ENCLOSURE. COORDINATE WITH EXISTING UNIT. 2. PROVIDE PAD WITH 1" HIGH REVEAL ABOVE GRADE AND " CHAMFER PROVIDE PAD WITH 1" HIGH REVEAL ABOVE GRADE AND " CHAMFER 14" CHAMFER ON ALL EDGES

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6" SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE. PAINTED SAFETY YELLOW. (SPACE AS PER PLAN)

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

CONCRETE FILL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

REFLECTIVE VERTICAL BAND

AutoCAD SHX Text

3" FLEXIBLE GUIDE POST (POST BODY SHALL BE WHITE IN COLOR)

AutoCAD SHX Text

SUPPLY WITH 18" BARBED ANCHOR

AutoCAD SHX Text 3"

AutoCAD SHX Text FASTEN TO BARBED ANCHOR AS PER ALL MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS.

AutoCAD SHX Text NOTE: FLEXIBLE MARKER SHALL BE MODEL No. NH304 AS MANUFACTERED BY "FLEXSTAKE" OR APPROVED EQUAL. PROVIDE WITH ADHESIVE SHEETING INDICATING "UTILITY ACCESS BELOW".

AutoCAD SHX Text 18"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text NOTE: 1. MOUNT HIGH LEVEL NEMA 4X ENCLOSURE TO MOUNT HIGH LEVEL NEMA 4X ENCLOSURE TO OUTSIDE WALL OF DECONTAMINATION ROOM. PROVIDE WITH VISUAL FILL LEVEL SENSOR. COORDINATE WITH VA FOR EXACT LOCATION.

HYMAN

HAYES

ASSOCIATES

800 TROY-SCHENECTADY

ROAD, STE 103

LATHAM, NY 12110

(518) 452-3470 www.hymanhayes.com

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

DECEMBER 16, 2022 JDFRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% FOR BID

SRB

AutoCAD SHX Text

JOHN D. FELLENZER, P.E.

AutoCAD SHX Text

ALBANY, NY

AutoCAD SHX Text

NY PROFESSIONAL ENGINEER NO. 069373-1 ISSUED 1992; EXP. 9/25

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text

SITE PLAN: DETAILS - CANOPY FOR COVERED WALKWAY (DEDUCT ALTERNATE NO.2)

AutoCAD SHX Text

1-GS-906

AutoCAD SHX Text NOTES 1. DETAILS ON THIS SHEET PERTAIN TO DEDUCT ALTERNATE NO.2 ONLY. REFER TO DETAILS ON THIS SHEET PERTAIN TO DEDUCT ALTERNATE NO.2 ONLY. REFER TO SHEET 1-GS-101 FOR LOCATION AND ADDITIONAL INFORMATION. 2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY AND NOT TO SCALEDETAILS ON THIS SHEET ARE FOR REFERENCE ONLY AND NOT TO SCALE

UP

UP

EXISTING

MORGUE

EXISTING

AREAWAY

EX

IS

TI

NG

AR

EA

W

AY

EXISTING

WAREHOUSE

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1B40-2 B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B43-3

ELEV.

VEST

B37-1

B37-2

B37

EMPLOYEE

GYM

C51-1 C51-2

ELEV

SW5

STAIR

SW6

STAIR

SW4

STAIR

8 12

4 14

D D

GG

MM

L

J

151.8

N

3 6

Q

R

H.8

F

E E

H

P

11 13 17 182.4

K

K.5

16.1 19 19.1

D.1D.1

F.3

L.5

D.3 D.5

ENGINEERING LLP

FE PROJECT NO: 19-181

22 Mulberry St., Suite 2A, Middletown, NY 10940 t 845-343-1481; fx 855-320-8735

181 Church St., Suite 100, Poughkeepsie, NY 12601 t 845-454-9704; fx 855-320-8735 www.fellp.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

528-809

Project Director

MARCH 18, 2022 JSRevisions: Date:

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT100% SUBMISSION

AEHA

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'A'

WING 'D'

WING 'B'

Adelaide

ENVIRONMENTAL HEALTH

1511 Route 22 - Suite C-24 Brewster, New York 10509 p: 845.278.7710 f: 845.278.7750 adelaidellc.com

Environmental Consultants

BASEMENT ASBESTOS ABATEMENT PLAN1

BASEMENT ASBESTOS ABATEMENT PLAN

GENERAL NOTES:

AA1 REMOVE AND DISPOSE OF CAULK AT SIDES, TOP & BOTTOM OF LOUVERS AND

FROM STRUCTURAL STEEL LINTEL. ALL CAULK SHALL BE REMOVED IN ITS

ENTIRETY FROM LOUVERS, LINTEL AND ALL OTHER ADJACENT BUILDING

COMPONENTS AND/OR SUBSTRATES.

ASBESTOS ABATEMENT KEYNOTES QTY

TYP. FOR 25 LIN. FT.

AA2 REMOVE & DISPOSE OF THERMAL SYSTEMS INSULATION ON CONVECTOR,

PIPES & FITTINGS

TYP. FOR 4 SQ. FT.

& 6 LIN. FT.

TYP. FOR 300 SQ. FT.AA3 REMOVE & DISPOSE OF FLOOR TILE & MASTIC. ALL MASTIC SHALL BE REMOVED

IN ITS ENTIRETY FROM CONCRETE FLOOR SUBSTRATE.

AA1

AA2

AA2

AA2

AA2

AA3

GRADE

LEVEL

UNDER

STAIR

CODE

ACCESSORY LEGEND

ITEM MODEL NUMBER

CODE BLUECB SEE SPECS

C CCLOTHING HOOKCH SEE SPECS

DIAPER CHANGING STATIONDCS SEE SPECS

GRAB BARGB SEE SPECS

LIQUID SOAP DISPENSERLSD SEE SPECS

MOP/ BROOM HOLDERMBH SEE SPECS

MIRRORMR SEE SPECS

NURSE CALLNC SEE SPECS

PAPER TOWEL DISPENSERPTD SEE SPECS

SANITARY NAPKIN DISPOSALSND SEE SPECS

TOILET PAPER DISPENSERTTH SEE SPECS

FIRE EXTINGUISHER CABINETFEC SEE SPECS

ACQUISITION CODE

C C

C C

C C

C C

C C

C C

V C

C C

V C

C C

V C

FEC SIGNAGE

H T

TEL/

DATA

TWIST LOCK

RECEPTACLE

RECEPTACLE

'-6

'-0

DOOR

ACTUATOR

LIGHTING

SWITCHES

HUMIDISTAT

THERMOSTAT

ALARM

PANEL

FIRE HOSE

CABINET (FHC)

'-0

'-0

'-0

ZONE VALVE BOXES

Z.V. Z.V.

ELECTRIC PANEL

(E.P.)

'-6

'-0

FIRE EXTINGUISHER

CABINET (FEC)

'-6

'-0

'-1

CH

'-4

SHARPS BOX

PTD

'-2

LSD

'-6

SND

'-3

'-0

HOLDER OUTLET

AND TOP EDGE OF

DISPOSAL

'-9

DIAPER

CHANGING STATION

M A

T C

H

IN

G S

H O

W E

R S

U R

R O

U N

D S

Y S

T E

M T

O B

E

P R

O V

ID

E

D W

IT

H

M A

N U

F A

C T

U R

E R

'S S

H O

W

B A

S E

SHOWER

GB-1

GB-1

FOLD DOWN BENCH

1'-6"

'-6

'-1

"6"

GB-2

'-0

'-6

2'-0"

CURTAIN ROD

(CR-1)

SHOWER CURTAIN

(SC-1)

4" MAX.

SHOWER HEAD ON

ADJUSTABLE SLIDE

SOFFIT

3" LIGHT VALANCE

COUNTERTOP AND

BACKSPLASH AS

INDICATED

SINK & FAUCET - SEE

PLUMBING DRAWINGS

DOOR SWING

WALL BASE

ADJUSTABLE SHELVES ON BRACKETS

STANDARDS

WIREMOLD/ RECEPTACLE - COORDINATE

WITH ELECTRICAL DRAWINGS

WORK SURFACE

FABRIC WRAPPED

TACK PANEL

BACKSPLASH, AS INDICATED

METAL SUPPORT

BRACKET

WALL CABINET

CABINET

MICROWAVE

OPEN

WALL CABINET

WALL SHELVES

ADJUSTABLE

COUNTER/ SINK BASE CABINET

(1) DRAWER

BASE CABINET/ BASE CABINET

(4) DRAWER

BASE CABINET/

W/ BACKSPLASH

WORKSURFACE

NOTE:

CABINET TYPE LEGEND GRAPHICALLY DENOTES MILLWORK TYPES

FOUND IN INTERIOR ELEVATIONS. SEE MILLWORK SECTIONS DRAWING

SHEET FOR CORRESPONDING MILLWORK SECTIONS.

DOOR PULLS

V A

R

IE

S

C O

U N

T E

R H

E

IG

H T

SLOPED TOP

OPEN

U .N

.O

MICROWAVE

SINK APRON

MR

PTD

'-4

1'-3"

'-1

MIN.

8"

LEG CLEARANCE

11"MIN.

CLEARANCE

9"TOE

'-3

LAVATORY

'-1

'-0

MR

LIQUID SOAP

DISPENSER

LSD

CLEAR KNEE SPACE

TYPICAL MOUNTING HEIGHTS AT TOILET

ROOMS UNLESS OTHERWISE NOTED.

1'-6"

3'-6" 1'-0"

'-1

'-9

'-6

39" TO 41"

3'-0" 6"

TOILET - FLOOR MOUNTED

'-5

'-6

7" TO 9"

'-0

NC

GB

GB

TTH

GB

CUT HORIZONTAL

FASTENER FROM STUD

VERTICAL WALL STUDS AT

16" [406MM] OR 24" [610MM]

O.C.

FASTEN AT BOTH

ENDS WITH MIN. 4

TAPPING SCREWS.

WALL FINISH

ISOMETRIC

PLAN

NOTE:

CONTRACTOR SHALL COORDINATE

LOCATIONS OF HORIZONTAL

FASTENERS.

CODE

ABBREVIATIONS LEGEND (NOT ALL ABBREVIATIONS MAY BE USED)

ABBREVIATED TERM

ARCHITECT/ ARCHITECTURALARCH

BOTTOM OFB/

BUILDINGBLDG

BEARINGBRG

BASE PLATEBP

CANTILEVERCANT

CONTROL, CONTRACTION, CONSTRUCTION JOINTCJ

CENTER LINE℄

CONCRETE MASONRY UNIT(S)CMU

APPROXIMATEAPPROX

CONCRETECONC

CONTINUOUSCONT

COLUMNCOL

COLD-FORMED METAL FRAMING CFMF

COORDINATECOORD

DIAMETERØ

DIMENSIONDIM

DOWNDN

DITTOdo

DRAWINGDWG

EACHEA

EXPANSION JOINT EJ

ELECTRICALELEC

ELEVATIONEL

ELEVATOR ELEV

ENGINEERENGR

EMBEDDED EMBD

EQUALEQ

EQUIPMENT EQUIP

EACH SIDE ES

EACH WAY EW

INTERIOR INT

CODE ABBREVIATED TERM

INVERT INV

KIPSK

LONGLG

LONG LEG VERTICAL LLV

LIGHT WEIGHTLW

LOWLO

MANUFACTURERMANUF

MAXIMUMMAX

MECHANICALMECH

MINIMUMMIN

LONG LEG HORIZONTALLLH

MISCELLANEOUSMISC

MASONRY OPENINGMO

NOT APPLICABLENA

VERTICAL VERT

CODE ABBREVIATED TERM

VERIFY IN FIELD VIF

WITHW/

WORK POINT WP

WALL CONTROL OR CONSTRUCTION JOINT WCJ

WELDED WIRE REINFORCEMENT WWR

PRECAST PC

PRESSURE TREATED PT

RADIUSR

ROOF DRAIN RD

REGISTERED DESIGN PROFESSIONAL RDP

REQUIRED REQD

REINFORCING OR REINFORCED REINF

REVISION OR REVISED REV

ROUGH OPENING RO

SIMILAR SIM

STANDARD STD

SQUARE FEETSF

STAINLESS STEEL SS

STEEL STL

SQUARESQ

TOP OFT/

UNLESS NOTED OTHERWISE UNO

EDGE OF SLAB EOS

FLOOR DRAIN FD

FOUNDATION FDN

FOOTING FTG

GAUGEGA

GALVANIZED GALV

HOLLOW STEEL SECTION HSS

HORIZONTAL HORIZ

HIGH POINT HP

HEATING/ VENTILATING/ AIR CONDITIONING HVAC

INFORMATION INFO

GYPSUM WALL BOARD GYP.

POWDER-ACTUATED FASTENER PAF

PROFESSIONAL ENGINEERPE

POUNDS PER LINEAR FOOT PLF

POUNDS PER SQUARE FOOTPSF

POUNDS PER SQUARE INCH PSI

POUNDS PER CUBIC FOOTPCF

EXISTING EXIST

EXPANSION EXP

EXTERIOR EXT

EDGE OF DECK EOD

NOT IN CONTRACTNIC

NOMINALNOM

NORMAL WEIGHTNW

ON CENTEROC

OUTSIDE DIAMETEROD

OPENINGOPNG

OPPOSITEOPP

PLATEPL

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:2

P

M

1-AS-001

GENERAL NOTES, TYPICAL

ELEVATIONS

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 Checker MM

100% FOR BID

20057

SCALE: 1/2" = 1'-0"1-AS-001

4 TYPICAL MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"1-AS-001

2 TYPICAL TOILET ROOM MOUNTING HEIGHTS

SCALE: 1/2" = 1'-0"1-AS-001

3 TYPICAL CABINET TYPE LEGEND

SCALE: 1/2" = 1'-0"1-AS-001

1 TOILET ROOM FIXTURE LOCATIONS

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNMENT CODES INCLUDING BUT NOT LIMITED TO OSHA, ADA

AND NFPA.

2. ALL ENTRANCES SHALL COMPLY WITH THE ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS, OR VA

BARRIER FREE DESIGN STANDARD WHICHEVER IS MORE STRINGENT.

3. CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND NOTIFY THE VA COR OF ANY INACCURACIES.

4. THE CONTRACTOR SHALL HOLD THE VA COR, ARCHITECT AND ENGINEERS HARMLESS AGAINST ANY AND ALL CLAIMS

ARISING FROM WORK PERFORMED BY THE CONTRACTOR ON THE SITE.

5. COMMENCE WORK IMMEDIATELY UPON AWARD OF THE CONTRACT AND PROCEED DILIGENTLY AND CONTINUOUSLY

TO COMPLETION.

6. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE WORK.

7. PROVIDE ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD

PRACTICES.

8. ALL MATERIALS SHALL BE AS SPECIFIED, OR EQUAL AS APPROVED BY DESIGN TEAM. MATERIALS SPECIFIED INDICATE QUALITY INTENT THAT WILL BE USED AS A BASIS FOR REVIEW OF SUBSTITUTES. FINAL APPROVAL OF PRODUCTS AND EQUALS TO BE PROVIDED BY THE ARCHITECT, ENGINEER AND VA COR AS REQUIRED.

9. PROVIDE VA COR WITH TIMELINE SCHEDULE FOR INSTALLATION OF VA COR-PROVIDED, CONTRACTOR- INSTALLED

EQUIPMENT.

10. ALL ITEMS WHICH ARE NOT SPECIFICALLY REFERRED TO ON THESE DRAWINGS ARE TO BE SELECTED BY THE VA COR FROM THE MANUFACTURER'S STANDARD SAMPLES SHOWING FULL RANGE OF TEXTURES AND COLORS AVAILABLE.

11. FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR INSTALLATION OF ALL MATERIALS.

12. THE WORDS "PROVIDE" OR "SUPPLY" SHALL INCLUDE BOTH FURNISHING AND INSTALLING THE SPECIFIED OR

DETAILED ITEM, IN PLACE AND READY FOR OPERATION AND USE.

13. CONTRACTOR SHALL STORE MATERIALS IN AREAS DESIGNATED BY VA COR. DELIVERY OF MATERIALS SHALL BE AS

DIRECTED BYVA COR.

14. ALL DIMENSIONS SHALL BE FIELD VERIFIED. DO NOT SCALE DRAWINGS. INDICATED DIMENSIONS ARE TO CENTERLINE OF STEEL, FACE OF EXISTING GYPSUM BOARD PARTITIONS, FACE OF STUDS AT NEW GYPSUM BOARD

PARTITIONS OR FACE OF CMU.

15. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE

WORK COMPLETE WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT.

16. PROTECT FINISHED FLOORS AND OTHER SURFACES WITH DURABLE SHEET MATERIALS FROM TRAFFIC, DIRT, WEAR, DAMAGE OR MOVEMENT OF HEAVY OBJECTS.

17. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH DURING CONSTRUCTION. LEAVE PROJECT AREA BROOM CLEAN AT THE END OF EACH DAY. REMOVE ALL DEBRIS FROM THE SITE IN ACCORDANCE WITH STATE AND

LOCAL CODES. COORDINATE REMOVAL WITH VA COR.

18. PERFORM FINAL CLEANING AT THE END OF THE CONTRACT. CLEAN INTERIOR SURFACES, EQUIPMENT AND

FIXTURES. REPLACE FILTERS AT MECHANICAL EQUIPMENT.

19. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE

WORK AREA TO MINIMIZE DAMAGE.

20. USE SUITABLE METHODS TO LIMIT DUST AND DIRT FROM ADJACENT AREAS. CLEAN ADJACENT SURFACES DIRTIED BY

THE REMOVALS.

ACQUISITION CODE LEGEND:

C C - CONTRACTOR FURNISHED AND INSTALLED

V C - VA FURNISHED, CONTRACTOR INSTALLED

V V - VA FURNISHED AND INSTALLED

N.T.S1-AS-001

5 ANCHORAGE - TYPICAL GRAB BARS AND CABINETS

Revisions: Date:

A08

PARTITION TYPE

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

7/8" x 20 GA FURRING HAT

CHANNEL AT 16" O.C.

EXISTING WALL ASSEMBLY

SCALE: 1" = 1'-0"

1 1/2"

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 1/2" ACOUSTICAL BATT

INSULATION

3 5/8" 20 GA AT 16" O.C.

STEEL STUD FRAMING

J08

PARTITION TYPE

SCALE: 1" = 1'-0"

4 1/4"

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J18

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

6" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

L18

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

7 1/4"

1" GYP. WALLBOARD

LINER, ONE SIDE

2 1/2" C-H STUD x 20 GA. AT 24"

O.C. STEEL STUD FRAMING

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

R25

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 43 UL DESIGN No. U415

(1 HR. RATING ASSEMBLY)

3 1/8"

MASONRY JOINT

REINFORCEMENT

D04

PARTITION TYPE

SCALE: 1" = 1'-0"

8" (NOMINAL) CONCRETE

MASONRY UNIT

UL DESIGN No. U905

(WHERE 1 HR / 2 HR.

RATING NOTED)

10 5/8"

LOOSE MASONRY FILL

INSULATION (AS INDICATED)

1 1/2" RIGID INSULATION

7/8" FURRING CHANNEL

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

(2) LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD, EACH

SIDE - STAGGER JOINTS

3 1/2" ACOUSTICAL

BATT INSULATION

J14

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 56 UL DESIGN No. U411 (WHERE 2 HR.

RATING NOTED)

6 1/8"

(2) LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD,

EACH SIDE

3 1/2" ACOUSTICAL BATT

INSULATION

3 5/8" 20 GA AT 16" O.C.

STEEL STUD FRAMING

J09

PARTITION TYPE

SCALE: 1" = 1'-0"

4 7/8"

MASONRY JOINT

REINFORCEMENT

E04

PARTITION TYPE

SCALE: 1" = 1'-0"

4" (NOMINAL) CONCRETE

MASONRY UNIT

UL DESIGN No. U905

(WHERE 1 HR / 2 HR.

RATING NOTED)

3 5/8"

LOOSE MASONRY FILL

INSULATION (AS INDICATED)

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

3 5/8" x 20 GA. AT 16" O.C.

STEEL STUD FRAMING

(1) LAYER 1/2" IMPACT-

RESISTANT GYPSUM

WALLBOARD

J16

PARTITION TYPE

SCALE: 1" = 1'-0"

3 1/2" ACOUSTICAL BATT

INSULATION

1/2" RESILIENT CHANNEL

6"

NOTE:

PROVIDE CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AROUND PERIMETER OF WALL

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J36

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, BOTH SIDES

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J40

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" LEAD LINED TYPE "X" GYPSUM

WALLBOARD (1/16" THICK LEAD) UP

TO 7'-0" AFF , ONE SIDE

NOTE: THICKNESS AND EXTENT OF LEAD

SHIELDING TO BE CONFIRMED WITH SITE

SPECIFIC EQUIPMENT AND PHYSICIST REPORT

G30

PARTITION TYPE

2 1/2" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

2 1/2" ACOUSTICAL

BATT INSULATION

SCALE: 1" = 1'-0"

3 1/8"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE

3 1/2" ACOUSTICAL

BATT INSULATION

J34

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

4 7/8"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J43

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

4 7/8"

5/8" LEAD LINED TYPE "X"

GYPSUM WALLBOARD (X"

THICK LEAD), ONE SIDE

6" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

L34

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

7 1/4"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE

6" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

L36

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

7 1/4"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, BOTH SIDES

5/8" LEAD LINED TYPE "X" GYPSUM

WALLBOARD (1/16" THICK LEAD)

UP TO 7'-0" AFF, ONE SIDE

3 5/8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

3 1/2" ACOUSTICAL

BATT INSULATION

J41

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

NOTE: THICKNESS AND EXTENT OF LEAD

SHIELDING TO BE CONFIRMED WITH SITE

SPECIFIC EQUIPMENT AND PHYSICIST REPORT

PARTITION TYPE SYMBOLS

--S

PARTITION TYPE

HOURLY FIRE RATING: PARTITION EXTENDS

TO BOTTOM OF STRUCTURE ABOVE.

PARTITION TYPE

PARTITION EXTENDS TO DECK ABOVE

AND SEALED WITH SAFING.

FRAMING EXTENDS TO BOTTOM OF

STRUCTURE ABOVE.

PARTITION TYPE

FINISHES ONE SIDE EXTEND TO 6" ABOVE

HIGHEST ADJACENT CEILING. FINISHES

ONE SIDE EXTEND TO BOTTOM OF

STRUCTURE ABOVE.

PARTITION FRAMING EXTENDS TO

STRUCTURE ABOVE. GYPSUM WALL BOARD

TERMINATES 6" ABOVE HIGHEST ADJACENT

CEILING.

PARTITION TYPE

SUFFIX "S" INDICATES SMOKE PARTITION -

SEAL ONE SIDE TO DECK AND AROUND

ALL PENETRATIONS.

INFILL OPENING. MATCH WALL THICKNESS

AND ALIGN WITH EXISTING WALL.

INFILL

PARTIAL HEIGHT WALL TO UNDERSIDE OF

COUNTER UNLESS OTHERWISE NOTED.

PART

--S SUFFIX "S" INDICATES SMOKE PARTITION -

SEAL TO DECK AND AROUND ALL

PENETRATIONS.

1. THE PARTITION TYPE SYMBOLS WILL KEY THE PARTITION TYPES ON PLANS.

2. ANY PENETRATION THROUGH HOURLY RATED PARTITIONS SHALL BE

FIRESTOPPED WITH MATERIALS TO EQUAL THE HOURLY RATING OF THE

PARTITION SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. EXISTING WALLS

WITH NEW PENETRATIONS ARE TO BE SEALED AS REQUIRED TO MAINTAIN

RATING.

3. ALL NEW PARTITIONS TO BE UNLESS OTHERWISE NOTED.

COORDINATE WITH PARTITION TYPE SCHEDULE.

4. ALL CHASES AND DUCT/ PIPE/ COLUMN ENCLOSURES TO BE UNLESS

OTHERWISE NOTED.

5. SEE ROOM FINISH SCHEDULE & INTERIOR ELEVATIONS FOR TILE LOCATIONS AND

HEIGHTS.

6. PROVIDE TYPE "X" MMMR GYPSUM WALLBOARD IN LIEU OF STANDARD TYPE "X"

GYPSUM WALLBOARD AT THE FOLLOWING LOCATIONS, UNLESS NOTED

OTHERWISE ON PLANS AND SECTIONS:

- TOILET AND SHOWER ROOMS

- BASEMENT SPACES AND OTHER BELOW GRADE AREAS

- INSIDE FACE OF EXTERIOR WALLS.

PARTITION TYPE NOTES

J18

J08

G08

PARTITION TYPE

2 1/2" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

2 1/2" ACOUSTICAL

BATT INSULATION

SCALE: 1" = 1'-0"

3 1/8"

3 1/2" ACOUSTICAL BATT

INSULATION

3 5/8" 20 GA AT 16" O.C.

STEEL STUD FRAMING

J30

PARTITION TYPE

SCALE: 1" = 1'-0"

4 1/4"

5/8" CEMENT BACKER BOARD TO TOP

OF TILE, 5/8" TYPE "X" GYPSUM

WALLBOARD ABOVE, ONE SIDE 5/8" TYPE "X" GYPSUM

WALLBOARD, ONE SIDE

3 5/8" x 20 GA. AT 16" O.C.

STEEL STUD FRAMING

(1) LAYER 1/2" IMPACT-RESISTANT

GYPSUM WALLBOARD

J39

PARTITION TYPE

SCALE: 1" = 1'-0"

3 1/2" ACOUSTICAL BATT

INSULATION

1/2" RESILIENT CHANNEL

6"

NOTE:

PROVIDE CONTINUOUS BEAD OF ACOUSTICAL

SEALANT AROUND PERIMETER OF WALL

5/8" TYPE "X" CEMENT BACKER

BOARD TO TOP OF TILE, ONE SIDE

5/8" TYPE "X" GYPSUM

WALLBOARD, EACH SIDE

8" x 20 GA AT 16" O.C.

STEEL STUD FRAMING

5 1/2" ACOUSTICAL

BATT INSULATION

M18

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 49 UL DESIGN No. U465

(WHERE 1 HR.

RATING NOTED)

9 1/4"

8" x 20 GA AT 16" O.C. STEEL

STUD FRAMING

(2) LAYERS 5/8" TYPE "X"

GYPSUM WALLBOARD, EACH

SIDE - STAGGER JOINTS

5 1/2" ACOUSTICAL

BATT INSULATION

M14

PARTITION TYPE

SCALE: 1" = 1'-0"

STC 56 UL DESIGN No. U411

(WHERE 2 HR.

RATING NOTED)

10 1/2"

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:2

P

M

1-AS-002

PARTITION TYPES STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 Checker MM

100% FOR BID

20057Revisions: Date:

UP

UP

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B43-3

ELEV.

VEST

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1B40-2 B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B37-1

B37-2

EXISTING UTILITY TUNNEL

EXISTING AREAWAY

SW6

STAIR

ELEV

B44

CANTEEN

C51-2 C51-1

SW5

STAIR

SW4

STAIR

120'-6" MAX TRAVEL

REM

O

TENESS

O F E

XIT

S 8

1'

M

AX D

IA

G

O

NAL

6'

C O

M M

O N

P A

T H

EXISTING

WAREHOUSE

B37

EMPLOYEE

GYM

NOTE: CONTRACTOR MUST MAINTAIN A

CLEAR EGRESS PATH TO SW5 AT ALL TIMES.

BASEMENT

IT

E004

BIOMED

E005

STORAGE

E001

PASSAGEWAY

B001

MECH.

B43-4

C-WING

HEALTHCARE

OCCUPANCY

HEALTHCARE

OCCUPANCY

B-WING

HEALTHCARE

OCCUPANCY

LIFE SAFETY LEGEND:

SMOKE BARRIER - 1 HR FIRE RATED

EXIT SIGN (E-EXISTING)

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

EXIT

FIRE EXTINGUISHER CABINETFEC

SMOKE PARTITION - 0 HR FIRE RATED

(LIMIT TRANSFER OF SMOKE)

1 HR FIRE RATED BARRIER (45 MINUTE

DOOR)

2 HR FIRE RATED BARRIER (1 1/2 HR

DOOR AND FIRE DAMPERS)

CORRIDOR WALL - SMOKE PARTITION - 0 HR

FIRE RATED (LIMIT TRANSFER OF SMOKE)

LIFE SAFETY SCHEDULE - BASEMENT (FULL BUILD OUT)

MAX. TRAVEL

DISTANCE

OCCUPANCY

CONSTRUCTION

TYPE

NEW HEALTHCARE

CHAPTER 18

ACTUAL / REMARKS

(IF APPLICABLE)2021

CODE NFPA 101

I (332)

TABLE 18.1.6.1

MINIMUM

CORRIDOR WIDTH

REQ'D # EXITS

200'

18.2.6.2.2

120'-6" (COMPLIES)

30'

18.2.5.3

4'-0" (COMPLIES)

3'-8" STAFF AREAS

18.2.3.4

VARIES: 4'-4" MIN

(COMPLIES)

2 REQ'D

7.4.1.1

2 EXITS

(COMPLIES)

MAXIMUM DEAD

END CORRIDOR

FGI GUIDELINES

6'-0" (PUBLIC W/

STRETCHER)

5'-0" (PATIENT AREAS)

3'-8" (STAFF)

8'-0" (SEMI-RESTRICTED

O.R.)

3.7-7.2.2.1/3.1-7.2.2.1

PROJECT/BUILDING INFORMATION

BUILDING IS FULLY SPRINKLERED

PROJECT IS LOCATED AT THE FIRST FLOOR & BASEMENT

REMOTENESS OF

EXITS

NOT LESS THAN 1/3 MAX

DISTANCE (186'/ 3 = 62')

7.5.1.4

-- 81'-0" (COMPLIES)

I (332)

REQUIRED EGRESS

WIDTH (STAIRS)

.3" / OCCUPANT=39"

TABLE 7.3.3.1

44" (COMPLIES)

REQUIRED STAIR

DIMENSIONS (NEW)

WIDTH (MIN.)

LANDINGS

RISERS

TREADS

HEAD HEIGHT

MAX HT BETWEEN

LANDINGS

COMPLIES

OCCUPANT LOAD 1 OCCUPANT/500 SF

TABLE 7.3.1.2

23 OCCUPANTS

RATING-STORAGE 100

SF OR GREATER

RATING-SOILED

MAXIMUM SMOKE

COMPARTMENT

TRAVEL DISTANCE

MAXIMUM SMOKE

COMPARTMENT

PROJECT SQUARE FOOTAGE, FIRST FLOOR: ADDITION = 11,145 SF, RENOVATION = 260 SF

REQUIRED EGRESS

WIDTH (PROJECT

CORRIDOR)

.2" / OCCUPANT=26"

(36" MIN)

TABLE 7.3.3.1

-- (COMPLIES)

NO RATING REQUIRED

LIMIT THE TRANSFER OF

SMOKE

18.3.6.2.2

SMOKE LIMITING

PARTITION

2-HR2 HR-4 STORIES & MORE

7.1.3.2.1 (3)

RATINGS -

CORRIDORS

RATINGS -

STAIRS

2-HR

(FLOOR)

1 HR-3 STORIES & LESS

BUT NO LESS THAN FLOOR

RATING

8.6.5

RATINGS -

SHAFTS

22,500 GSF

18.3.7.1(3)

N/A--

200' 18.3.7.1(5)

N/A--

1-HR

18.3.2.1.2 (5)

N/A--

1-HR

18.3.2.1.2 (7)

N/A--

FGI (2018)

N/A

TABLE 7.2.2.2.1.1 (a)

COMMON PATH

OF TRAVEL

100' 18.2.5.2

60' - 6" (COMPLIES)

44" TABLE 7.2.2.2.1.2 (B)

44" 7.2.2.3.2.3

7" MAX

11" MIN

6' - 8" MIN

12'-0"

MAXIMUM PROBABLE

OCCUPANTS

EXT. BEARING WALLS: 3 HRS

COLUMNS & BEAMS: 3 HRS

(2 IF SUPPORTING ONLY 1

FLR/ ROOF)

FLOOR-CEILING: 2 HRS

ROOF-CEILING: 1.5 HOURS

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:5

P

M

1-LS-100

BASEMENT LIFE SAFETY PLAN AND

SCHEDULE

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

Approver

March 18, 2022 MH JD

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-LS-100

1 BASE BID - BASEMENT LIFE SAFETY PLAN

UP

LIFE SAFETY LEGEND:

SMOKE BARRIER - 1 HR FIRE RATED

EXIT SIGN (E-EXISTING)

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

EXIT

FIRE EXTINGUISHER CABINETFEC

SMOKE PARTITION - 0 HR FIRE RATED

(LIMIT TRANSFER OF SMOKE)

1 HR FIRE RATED BARRIER (45 MINUTE

DOOR)

2 HR FIRE RATED BARRIER (1 1/2 HR

DOOR AND FIRE DAMPERS)

CORRIDOR WALL - SMOKE PARTITION - 0 HR

FIRE RATED (LIMIT TRANSFER OF SMOKE)

LIFE SAFETY SCHEDULE - BASEMENT ALTERNATE

MAX. TRAVEL

DISTANCE

OCCUPANCY

CONSTRUCTION

TYPE

NEW HEALTHCARE

CHAPTER 18

ACTUAL / REMARKS

(IF APPLICABLE)2021

CODE NFPA 101

I (332)

TABLE 18.1.6.1

MINIMUM

CORRIDOR WIDTH

REQ'D # EXITS

200'

18.2.6.2.2

60'-8"' (COMPLIES)

30'

18.2.5.3

4'-0" (COMPLIES)

3'-8" STAFF AREAS

18.2.3.4

VARIES: 4'-4" MIN

(COMPLIES)

1 REQ'D

7.4.1.1

1 EXIT

(COMPLIES)

MAXIMUM DEAD

END CORRIDOR

FGI GUIDELINES

6'-0" (PUBLIC W/

STRETCHER)

5'-0" (PATIENT AREAS)

3'-8" (STAFF)

8'-0" (SEMI-RESTRICTED

O.R.)

3.7-7.2.2.1/3.1-7.2.2.1

PROJECT/BUILDING INFORMATION

BUILDING IS FULLY SPRINKLERED

PROJECT IS LOCATED AT THE FIRST FLOOR & BASEMENT

REMOTENESS OF

EXITS

NOT LESS THAN 1/3 MAX

DISTANCE (78')

7.5.1.4

-- N/A (1 EXIT)

I (332)

REQUIRED EGRESS

WIDTH (STAIRS)

.3" / OCCUPANT=39"

TABLE 7.3.3.1

44" (COMPLIES)

REQUIRED STAIR

DIMENSIONS (NEW)

WIDTH (MIN.)

LANDINGS

RISERS

TREADS

HEAD HEIGHT

MAX HT BETWEEN

LANDINGS

COMPLIES

OCCUPANT LOAD 1 OCCUPANT/500 SF

TABLE 7.3.1.2

8 OCCUPANTS

RATING-STORAGE 100

SF OR GREATER

RATING-SOILED

MAXIMUM SMOKE

COMPARTMENT

TRAVEL DISTANCE

MAXIMUM SMOKE

COMPARTMENT

REQUIRED EGRESS

WIDTH (PROJECT

CORRIDOR)

.2" / OCCUPANT=26"

(36" MIN)

TABLE 7.3.3.1

-- (COMPLIES)

NO RATING REQUIRED

LIMIT THE TRANSFER OF

SMOKE

18.3.6.2.2

SMOKE LIMITING

PARTITION

2-HR2 HR-4 STORIES & MORE

7.1.3.2.1 (3)

RATINGS -

CORRIDORS

RATINGS -

STAIRS

2-HR

(FLOOR)

1 HR-3 STORIES & LESS

BUT NO LESS THAN FLOOR

RATING

8.6.5

RATINGS -

SHAFTS

22,500 GSF

18.3.7.1(3)

200'

18.3.7.1(5)

1-HR

18.3.2.1.2 (5)

N/A--

1-HR

18.3.2.1.2 (7)

N/A--

FGI (2018)

N/A

TABLE 7.2.2.2.1.1 (a)

COMMON PATH

OF TRAVEL

100' 18.2.5.2

60' - 8" (COMPLIES)

44" TABLE 7.2.2.2.1.2 (B)

44" 7.2.2.3.2.3

7" MAX

11" MIN

6' - 8" MIN

12'-0"

MAXIMUM PROBABLE

OCCUPANTS

EXT. BEARING WALLS: 3 HRS

COLUMNS & BEAMS: 3 HRS

(2 IF SUPPORTING ONLY 1

FLR/ ROOF)

FLOOR-CEILING: 2 HRS

ROOF-CEILING: 1.5 HOURS

PROJECT SQUARE FOOTAGE, FIRST FLOOR: ADDITION = 3,670 SF, RENOVATION = 260 SF

N/A

N/A

WING

'B'

EXISTING UTILITY

TUNNEL

EXISTING

AREAWAY

E X

IS

T

IN

G

E

A W

A Y

ADDITION

FOUNDATION

WALLS

INFILL

J08

WAREHOUSE

B40-8

MORGUE

ELEVATOR RM

B43-2

B41

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1 B40-2B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B43-3

ELEV.

VEST

B37-1

B37-2

B43-4

MECH.

FULL HT.

BASEMENT

±3,300 SF TOTAL

CRAWL SPACE

SLAB AT 5'-0" BELOW

BOTTOM OF FLOOR

STRUCTURE

(8,900 SF)

B44

CANTEEN

EXISTING UTILITY TUNNEL

(BELOW CRAWL SPACE)

SW6

STAIR

ACCESS TO

CRAWL SPACE

METAL ACCESS STAIR

REMOVE PORTION OF TUNNEL WALL

AND ROOF FOR CONNECTION OF

WATER LINES REF. MECH. DWGS

EXISTING

AREAWAY

B37

EMPLOYEE

GYM

SW5

STAIR

E0070

E0071

E002

IT

E004

BIOMED

E005

E001A

PASSAGEWAY

B001

E005 E004

'-0

E003

ELEV

E001

NOTE: CONTRACTOR MUST

MAINTAIN A CLEAR EGRESS

PATH TO SW5 AT ALL TIMES.

60'-8" MAX TRAVEL

UTILITY

E071

60'-8" MAX COMMON PATH OF TRAVEL

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:0

:5

P

M

1-LS-100A

BASEMENT LIFE SAFETY PLAN AND

SCHEDULE- DEDUCT ALTERNATE 1&5

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

Approver

March 18, 2022 Checker Author

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-LS-100A

DEDUCT ALTERNATE 1 AND

5 - BASEMENT FLOOR PLAN

DN

LIFE SAFETY LEGEND:

SMOKE BARRIER - 1 HR FIRE RATED

EXIT SIGN (E-EXISTING)

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

EXIT

FIRE EXTINGUISHER CABINETFEC

SMOKE PARTITION - 0 HR FIRE RATED

(LIMIT TRANSFER OF SMOKE)

1 HR FIRE RATED BARRIER (45 MINUTE

DOOR)

2 HR FIRE RATED BARRIER (1 1/2 HR

DOOR AND FIRE DAMPERS)

CORRIDOR WALL - SMOKE PARTITION - 0 HR

FIRE RATED (LIMIT TRANSFER OF SMOKE)

E100

VESTIBULE

E103A

PUBLIC

TOILET

E104

TRIAGE

E105

EXAM

E106

EXAM

E107

SANE

EXAM

E107A

TOILET/

SHWR

E126

CORRIDOR

E108

EXAM

76 SF

E109

CLEAN

LINEN

E111A

EMS

E110

TOILET

E111

VESTIBULE

142 SF

E131

CLEAN

UTILITY

E130

NURSE

STATION

E125

EXAM

E124

EXAM

E123

EXAM

E122

EXAM

E121

EXAM

E132

CORRIDOR

E112

RESUSCITATION

112 SF

E134

MEDS

NURSE STATION

E133

E113

ISO EXAM

E113A

TOILET

E115

ANTE

ROOM/

DECON

WORK

E114

DECON

E116

BARIATRIC/

ISOLATION

ROOM

E116A

TOILET

E117

TOILET

E118

EXAM

E119

EXAM

E120

EXAM -MH

E140

BREAK/

KITCHEN

E143

OFFICE -

SHARED

E144

OFFICE -

DIRECTOR

E136

STAFF

TOILET

E151

CT

E149

OFFICE

E147B

TOILET

E X

IT

A

C C

E S

S C

O R

R

ID

O R

E

E154A

TOILET/

SHWR

E154

LOCKER

ROOM

E150

HAC

E148

STORAGE

211 SF

E147

STORAGE

SW15

STAIR

E137

SOILED

HOLDING

E135A

NOURISHMENT

E135

CORRIDOR

E

C O

R R

ID

O

R

FEC

FEC

SMOKE COMPARTMENT MAIN LOBBY

(10295 SF, 3365SF ADDED

TO EXISTING SMOKE

COMPARTMENT)

SMOKE COMPARTMENT A

(10570 SF)

M A

X S

M O

K E

C O

M P

A R

T M

E N

T T

R A

V E

L D

IS

T

A N

C E

'-1

M A

X D

E

D

N

D

X-RAY

E153

CORRIDOR

E157

STORAGE

E159

GRIEVING

E158

MAX COMMON

PATH 37'-8"

M A

X T

R A

V E

L

CORRIDOR

E155

E128

CORRIDOR

E141

STORAGE

E101

RECEPTION

EXISTING AREAWAY

E X

IS

T

IN

G

A R

E A

W A

Y

CHECK-IN

E102

E102A

WAITING

FEC

S T

R E

T C

H E

R

E A

E A

S T

R E

T C

H E

R

EXIT

PASSAGEWAY

R E M

O

TE

N E S

S

O F

E X

IT

S

M A

X D

IA

G

O N

A L

6'

THROUGHOUT THE DURATION OF

CONSTRUCTION, INSURE THAT A

CLEAR EGRESS PATH IS MAINTAINED

FROM STAIR OUT OF AREAWAY

EXISTING PHARMACY

AIR HANDLERS

SW 6

STAIR

E104A

PATIENT

TOILET

MAIL/ COPY

E142

OFFICE - MD

E145E138

RESIDENT

WORK

E145A

TOILET/

SHWR -

MD

LIFE SAFETY SCHEDULE - FIRST FLOOR

MAX. TRAVEL

DISTANCE

OCCUPANCY

CONSTRUCTION

TYPE

NEW HEALTHCARE

CHAPTER 18

ACTUAL / REMARKS

(IF APPLICABLE)2021

CODE NFPA 101

I (332)

TABLE 18.1.6.1

MINIMUM

CORRIDOR WIDTH

REQ'D # EXITS

200' 18.2.6.2.2

91'-0"' (COMPLIES)

30'

18.2.5.3

12'-0" (COMPLIES)

8'-0" PATIENT AREAS

3'-8" STAFF AREAS

18.2.3.4

VARIES: 8' MIN

(COMPLIES)

2 REQ'D

7.4.1.1

4 EXITS

COMPLIES

MAXIMUM DEAD

END CORRIDOR

FGI GUIDELINES

6'-0" (PUBLIC W/

STRETCHER)

5'-0" (PATIENT AREAS)

3'-8" (STAFF)

8'-0" (SEMI-RESTRICTED

O.R.)

3.7-7.2.2.1/3.1-7.2.2.1

PROJECT/BUILDING INFORMATION

BUILDING IS FULLY SPRINKLERED

PROJECT IS LOCATED AT THE FIRST FLOOR & BASEMENT

REMOTENESS OF

EXITS

NOT LESS THAN 1/2 MAX

DISTANCE (78')

7.5.1.4

-- 81'-0" (COMPLIES)

I (332)

REQUIRED EGRESS

WIDTH (STAIRS)

.3" / OCCUPANT=39"

TABLE 7.3.3.1

44" (COMPLIES)

REQUIRED STAIR

DIMENSIONS (NEW)

WIDTH (MIN.)

LANDINGS

RISERS

TREADS

HEAD HEIGHT

MAX HT BETWEEN

LANDINGS

COMPLIES

OCCUPANT LOAD 1 OCCUPANT/240 SF

TABLE 7.3.1.2

61 OCCUPANTS

RATING-STORAGE 100

SF OR GREATER

RATING-SOILED

MAXIMUM SMOKE

COMPARTMENT

TRAVEL DISTANCE

MAXIMUM SMOKE

COMPARTMENT

PROJECT SQUARE FOOTAGE, FIRST FLOOR: ADDITION = 13,930 SF, RENOVATION = 655 SF

REQUIRED EGRESS

WIDTH (PROJECT

CORRIDOR)

.2" / OCCUPANT=26"

(36" MIN)

TABLE 7.3.3.1

-- (COMPLIES)

NO RATING REQUIRED

LIMIT THE TRANSFER OF

SMOKE

18.3.6.2.2

SMOKE LIMITING

PARTITION

2-HR2 HR-4 STORIES & MORE

7.1.3.2.1 (3)

RATINGS -

CORRIDORS

RATINGS -

STAIRS

2-HR

(FLOOR)

1 HR-3 STORIES & LESS

BUT NO LESS THAN FLOOR

RATING

8.6.5

RATINGS -

SHAFTS

22,500 GSF

18.3.7.1(3)

A: 10,570 SF

B: 10,295 SF

200'

18.3.7.1(5)

177'-10"' (COMPLIES)--

1-HR

18.3.2.1.2 (5)

1-HR--

1-HR

18.3.2.1.2 (7)

1-HR--

FGI (2018)

N/A

TABLE 7.2.2.2.1.1 (a)

COMMON PATH

OF TRAVEL

100' 18.2.5.2

37' - 8" (COMPLIES)

44" TABLE 7.2.2.2.1.2 (B)

44" 7.2.2.3.2.3

7" MAX

11" MIN

6' - 8" MIN

12'-0"

MAXIMUM PROBABLE

OCCUPANTS

EXT. BEARING WALLS: 3 HRS

COLUMNS & BEAMS: 3 HRS

(2 IF SUPPORTING ONLY 1

FLR/ ROOF)

FLOOR-CEILING: 2 HRS

ROOF-CEILING: 1.5 HOURS

ADDITION FOOTPRINT = 14,760 GROSS SF

SCALE: 1/8" = 1'-0"1-LS-101

1 LIFE SAFETY PLAN - FIRST FLOOR

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:4

:0

P

M

1-LS-101

FIRST FLOOR LIFE SAFETY PLAN

AND SCHEDULE

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 MH JD

100% FOR BID

20057Revisions: Date:

UP

DEMOLITION LEGEND:

EXISTING DOOR TO REMAIN

PARTITION TO BE REMOVED

DOOR AND FRAME TO BE REMOVED

PLUMBING FIXTURE TO REMAIN

PLUMBING FIXTURE TO BE REMOVED

EXISTING WALL TO REMAIN

AREA NOT HATCHED INDICATES REMOVAL OF ALL ITEMS

INCLUDING, BUT NOT LIMITED TO PARTITIONS, VINYL WALL

COVERINGS, ALL FINISH FLOOR MATERIALS, WALL BASE

AND ASSOCIATED ADHESIVES AND MASTICS, FLOOR

ACCESS PANELS, FLOOR DRAINS, DOORS, FRAMES, WALL

PROTECTION, MILLWORK, CASEWORK, BENCHES,

SHELVING, AND STANDARDS, WHITEBOARDS, BULLETIN

BOARDS, LIGHT FIXTURES, GYPSUM BOARD CEILINGS AND

SOFFITS, SUSPENDED CEILING SYSTEMS, DIFFUSERS,

GRILLES, COAT RACKS, PLUMBING FIXTURES, TOILET

ACCESSORIES, WALL BUMPERS, CHAIR RAILS.

COORDINATE DUCTWORK, ELECTRICAL AND ALL MEDICAL

GAS SYSTEM REMOVALS WITH MEP ENGINEER.

COORDINATE WITH COR FOR THE ITEMS THAT REQUIRE

SALVAGING. COORDINATE STORAGE OF SALVAGED ITEMS

WITH COR.

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

EXISTING

MORGUE

UNDERGROUND GEOTHERMAL

PIPING LOCATED BELOW GRADE

TO REMAIN. VERIFY LOCATION

PRIOR TO ANY SITE WORK.

EXISTING UTILITY

TUNNEL

REMOVE METAL STAIRS BETWEEN

BASEMENT AND FIRST FLOOR LEVELS

INCLUDING CLAY TILE WALL BELOW

EXISTING

AREAWAY

E X

IS

T

E

A W

A Y

EXISTING CAGE FRAME TO

REMAIN. REMOVE WIRE MESH

PANELS (TO FIRST FLOOR).

REMOVE METAL STAIR ASSEMBLY -

INCLUDING GRATE AND RAILING

REMOVE WINDOWS IN

LOCATIONS INDICATED. TURN

OVER TO COR.

REMOVE WINDOW A/C UNIT.

TURN OVER TO COR.

REMOVE FAN UNIT.

TURN OVER TO COR.

EXISTING

WAREHOUSE

MANHOLE LID AND TANK

BELOW TO REMAIN

RETAINING WALL FOOTING TO REMAIN

SAW CUT AT AREAWAY

SLAB. REMOVE WALL ABOVE

REMOVE RETAINING WALL.

AND AREAWAY MAT SLAB

REMOVE RETAINING WALL.

FOOTING TO REMAIN

REMOVE WINDOWS AND ANY

ASSOCIATED SECURITY

SCREENS IN LOCATIONS

INDICATED. TURN OVER TO COR.

REMOVE WINDOW A/C UNIT.

TURN OVER TO COR.

REMOVE WINDOWS AND ANY

ASSOCIATED SECURITY

SCREENS IN ALL LOCATIONS

INDICATED. TURN OVER TO COR.

REMOVE EXISTING DOOR & FRAME

COMPLETE INCLUDING THRESHOLD. 3

1-AD-101

1-AD-101

1-AD-101

SIM.

SIM.

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1B40-2 B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B43-3

ELEV.

VEST

B37-1

B37-2

REMOVE DRAINS: ALL

FLOOR DRAINS AND

ASSOCIATED PIPING

'-1

/2

B37

EMPLOYEE

GYM

C51-1 C51-2

ELEV

EXISTING

AREAWAY

EXISTING

PHARMACY AHU

(AT GRADE)

EXISTING

PHARMACY AHU (AT

GRADE)

SW5

STAIR

SW6

STAIR

REMOVE DRAINS: ALL

FLOOR DRAINS AND

ASSOCIATED PIPING

REMOVE PORTION OF

RETAINING WALL. SAWCUT

DOWN TO AREAWAY SLAB.

REMOVE PORTION OF PRECAST TUNNEL

WALL AND ROOF FOR CONNECTION OF HOT

AND CHILLED WATER LINES. PROVIDE

ADDITIONAL SUPPORT FOR ELECTRICAL AND

MECHANICAL PIPING AS REQUIRED BY

REMOVALS. REFER TO MECHANICAL DWGS

FOR MORE INFORMATION

REMOVE DOOR AND PORTION

OF ADJACENT WALL

RELOCATE STORAGE

SHELVES PER OWNERS

REQUEST

REMOVE PORTION OF

FOUNDATION WALL FOR

INSTALLATION OF NEW

DOOR OPENING

1-AD-100

MECH.

B43-4

CANTEEN

B44

EXISTING FENCE (AT

GRADE)

TRANSFOR

MER (AT

GRADE)

TRANSFO

RMER (AT

GRADE)

THE PHARMACY SPACES ARE

UNDER RESTRICTED ACCESS.

COORDINATE ALL WORK IN THIS

AREA WITH COR.

REMOVE

LOUVER

TRANSFORMERS AT GRADE

TO BE REMOVED- REF.

ELECTRICAL DWGS.

7'-3" +/-4'-0"

'-0

APPROXIMATE LOCATION

OF PRECAST JOINT

NOTE: CONTRACTOR TO MAINTAIN CLEAR

EGRESS PATH FROM EGRESS STAIR TO

ADJACENT SIDEWALK THROUGH OUT THE

DURATION OF CONSTRUCTION

SAWCUT MAT SLAB AT

BUILDING FOUNDATION WALL

T/SLAB FIRST FLOOR

0'-0"

2ND FLOOR

11'-11"

3-E-3RD FLOOR

24'-7 1/4"

T/SLAB BASEMENT

-11'-11"

REMOVE EXISTING RETAINING

WALLS/ AREAWAY SLAB, AND

RAILINGS

AREAWAY MAT SLAB

TO REMAIN

REMOVE PANEL BETWEEN

WINDOWS

REMOVE STONE TRIM DETAIL AROUND

WINDOWS AS INDICATED. CUT STONE

BACK TO BE FLUSH W/ ADJACENT WALL.

REMOVE EXISTING RAILINGS,

RETAINING WALLS &

AREAWAY SLAB

REMOVE WINDOWS AND FRAMES

IN LOCATIONS INDICATED. TURN

OVER TO OWNER

EXISTING WINDOWS TO REMAIN.

PROTECT WINDOW GLASS

DURING CONSTRUCTION

REMOVE

LOUVER

REMOVE WINDOW

PORTION OF RETAINING WALL

AND RAILING TO BE REMOVED.

REFERENCE. DEMO PLAN

AREAWAYAREAWAY

EXISTING WINDOW BE REMOVED

FOR INSTALLATION OF NEW ROOF

ACCESS DOOR.

APPROXIMATE LEVEL

OF NEW ROOF LINE

'-1

FOOTING TO REMAIN

REMOVE AREAWAY MAT

SLAB. SAWCUT AT BUILDING

FOUNDATION WALL

REMOVE AREAWAY SLAB

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:0

P

M

1-AD-100

BASEMENT LEVEL DEMOLITION

PLAN

STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 JD JR

100% FOR BID

20057

PROJECT

NORTH

DEMOLITION NOTES:

1. DRAWINGS SHOW GENERAL SCOPE OF REMOVAL WORK. CONTRACTOR IS REQUIRED TO

VISIT SITE TO CONFIRM EXACT ITEMS AND MATERIALS TO BE REMOVED.

2. CONTRACTOR IS TO PROVIDE ALL WORK AS REQUIRED TO ALLOW FOR INSTALLATION OF

NEW WORK AS SHOWN ON DRAWINGS.

3. PROVIDE NEW OPENINGS IN EXISTING CONSTRUCTION. REMOVE ONLY AS MUCH EXISTING

CONSTRUCTION AS REQUIRED TO PROVIDE NEW OPENING. COORDINATE SIZE OF OPENING

WITH FLOOR PLAN

4. COORDINATE ACTUAL SIZE, LOCATION AND EXTENT OF FLOOR SLAB REMOVAL WITH

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. SAW CUT CONCRETE SLAB.

JACKHAMMERS ARE NOT ALLOWED.

5. REMOVE EXISTING FLOORING IN AREAS OF NEW WORK IN THEIR ENTIRETY TO ALLOW FOR

SMOOTH SUBSTRATE FOR NEW FLOORING.

6. SHORE EXISTING CONSTRUCTION AS REQUIRED FOR DEMOLITION AND REMOVALS.

7. REMOVE DEBRIS FROM DEMOLITION AREA AS IT IS PRODUCED. LEGALLY DISPOSE OF

MATERIALS OFF SITE.

8. PROMPTLY REPAIR ADJACENT SURFACES DAMAGED BY THE DEMOLITION.

9. ALL DOORS, EQUIPMENT, FIXTURES, REGISTERS AND OTHER ITEMS REMOVED DURING

DEMOLITION ARE TO REMAIN THE PROPERTY OF THE OWNER UNLESS OTHERWISE DIRECTED

BY THE COR.

10. REUSE ITEMS REMOVED AS INDICATED ON DRAWINGS OR AS DIRECTED BY COR.

11. REMOVE ALL EXISTING EXPOSED OR CONCEALED CONDUIT, WIRING INSTALLATION, WIRING

DEVICES, ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, AND EQUIPMENT RENDERED

OBSOLETE BY THE DEMOLITION OR ALTERATION. REMOVE PIPING TO THE NEAREST MAIN.

12. RESTORE ANY EXISTING ELECTRICAL INSTALLATION DISTURBED DURING THE COURSE OF

CONSTRUCTION AND NOT INDICATED FOR REMOVAL.

13. ALL EXTERIOR DOORS AND WINDOWS TO REMAIN, UNLESS OTHERWISE INDICATED.

15. PROVIDE FIRE SAFING AND FIRESTOP SEALANT ALL ABANDONED PIPING AND CONDUIT

REMOVALS AS REQUIRED TO MAINTAIN WALL/ FLOOR RATINGS.

16. COORDINATE ALL REMOVALS SO AS TO PREVENT DEBRIS FROM FALLING INTO CEILING

BELOW.

SCALE: 1/8" = 1'-0"1-AD-100

1 BASEMENT DEMOLITION PLAN

SCALE: 1/8" = 1'-0"1-AD-100

2 PARTIAL ELEVATION- DEMOLITION

DUCT TO BE

REMOVED

REMOVE RETAINING WALL AND

RAILING.

EXISTING AREAWAY

TO REMAIN

MECHANICAL UNIT TO BE

RELOCATED. SEE MECHANICAL

DRAWINGS. TBD

REMOVE SMOKING

SHELTER AND VESTIBULE

IN ITS ENTIRETY. PROVIDE

TEMP WATER PROOFING

AS REQUIRED

VESTIBULE

NOTE: INSURE WATERPROOFING OF

BASEMENT ROOF AND SITE DRAINAGE

IS MAINTAINED THROUGH OUT

DEMOLITION AND NEW CONSTRUCTION.

REMOVE RETAINING WALL AND

RAILING.

SAWCUT REMOVALS AT EXISTING

WALL TO REMAIN, TYP.

EDGE OF WAREHOUSE BELOW GRADE. FIELD

VERIFY LOCATION AND REMOVE

GRADE/PAVEMENT AS REQUIRED TO COMPLETE

NEW WORK. SEE BASEMENT LEVEL DEMOLITION

PLAN SHEET FOR ADDITIONAL INFO.

APPROX. LOCATION OF BELOW GRADE

TUNNEL. FIELD VERIFY LOCATION.

1-AD-101

1-AD-101

1-AD-101

1 1 1

REMOVE PORTION OF

RETAINING WALL. SAWCUT

AT AREAWAY SLAB.

COORDINATE EXTENT OF

REMOVALS WITH NEW

WORK PLANS.

1-AD-101

REMOVE STONE TRIM AROUND

WINDOWS

REMOVE PORTION OF RAILING

BACK TO NEAREST VERTICAL

SUPPORT. COORDINATE

EXTENT OF RAILING REMOVALS

WITH NEW WORK PLANS

EXISTING

PHARMACY

'-0

REMOVE GLASS/

ALUMINUM COVERED

ENTRY IN ITS ENTIRETY

REMOVE PORTION OF CHASE

WALL FOR INSTALLATION OF

MECHANICAL PIPING.

BULK STORAGE

B123

CLEAN ROOM

B122C

ANTEROOM

B122AVEST

B122B

SUPRV. OFFICE

B125

RECEIVING

B126

PROCUREMENT

B126

PTS CLOS.

B127

PHARM. MGR

OFFICE

B106

OFFICE

B104

PUBLIC

INTERVIEW

B107

INTAKE

B106

RESIDENT

OFFICE

B102

STAIR

SW4

LINE INDICATES

RESTRICTED ACCESS

BEYO

ND THIS PO

INT

LINE INDICATES

RESTRICTED ACCESS

BEYO

ND THIS PO

INT

REMOVE RETAINING WALL AND

RAILING.

OUTPAITENT

DISPENSING

B111

DISPENSING

STORAGE

B112

INPATIENT

DAYCAGE

B121

OFFICE

B119

EXTEMP.

COMPD.

B120

OUTPATIENT

DAYCAGE

B118

1-AD-100

DEMOLITION LEGEND:

EXISTING DOOR TO REMAIN

PARTITION TO BE REMOVED

DOOR AND FRAME TO BE REMOVED

PLUMBING FIXTURE TO REMAIN

PLUMBING FIXTURE TO BE REMOVED

EXISTING WALL TO REMAIN

AREA NOT HATCHED INDICATES REMOVAL OF ALL ITEMS

INCLUDING, BUT NOT LIMITED TO PARTITIONS, VINYL WALL

COVERINGS, ALL FINISH FLOOR MATERIALS, WALL BASE

AND ASSOCIATED ADHESIVES AND MASTICS, FLOOR

ACCESS PANELS, FLOOR DRAINS, DOORS, FRAMES, WALL

PROTECTION, MILLWORK, CASEWORK, BENCHES,

SHELVING, AND STANDARDS, WHITEBOARDS, BULLETIN

BOARDS, LIGHT FIXTURES, GYPSUM BOARD CEILINGS AND

SOFFITS, SUSPENDED CEILING SYSTEMS, DIFFUSERS,

GRILLES, COAT RACKS, PLUMBING FIXTURES, TOILET

ACCESSORIES, WALL BUMPERS, CHAIR RAILS.

COORDINATE DUCTWORK, ELECTRICAL AND ALL MEDICAL

GAS SYSTEM REMOVALS WITH MEP ENGINEER.

COORDINATE WITH COR FOR THE ITEMS THAT REQUIRE

SALVAGING. COORDINATE STORAGE OF SALVAGED ITEMS

WITH COR.

EXISTING AREA TO REMAIN

(NOT IN CONTRACT)

SAWCUT AND REMOVE SECTION

OF RETAINING WALL. COORDINATE

EXTENT OF REMOVAL WITH ELEVATION OF

NEW SLAB AND UNDERGROUND UTILITIES.

REMOVE EXISTING RAILING COMPLETELY

EXISTING RETAINING WALL TO REMAIN

EXISTING FOOTING TO REMAIN

EXISTING BUILDING EXTERIOR

WALL TO REMAIN. SEE DEMO

PLANS FOR EXISTING WINDOW

DEMOLITION

REMOVE AREAWAY SLAB

T/SLAB BASEMENT FLOOR

-11'-11"

AREAWAY

STAIR

SW 6

STAIR LANDING AT 1ST

FLOOR TO REMAIN

STAIR FROM 1ST FLOOR

LANDING TO BASEMENT TO

BE REMOVED

TEMPORARILY

SUPPORT STAIR AS

REQUIRED

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/1

/2

:3

:1

P

M

1-AD-101

FIRST FLOOR DEMOLITION PLAN STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 Checker JR

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-AD-101

1 FIRST FLOOR DEMOLITION PLAN

EXISTING O.R.

MECHANICAL ROOM

SCALE: 1/2" = 1'-0"1-AD-101

3 DEMO-EXISTING RETAINING WALL

1 PROTECT WINDOWS THROUOUT DURATION OF CONSTRUCTION

2 REMOVE EXISTING WINDOW ASSEMBLY, SILL AND WALL BELOW

TO LEVEL OF FIRST FLOOR SLAB. EXISTING LINTEL TO REMAIN.

3 REMOVE STAIR ASSEMBLY BETWEEN 1ST AND BASEMENT

LEVEL ONLY.

4 REMOVE EXISTING EXTERIOR STAIRS AND RAILING

COMPLETELY.

5 REMOVE EXISTING PLANTERS COMPLETELY.

6 REMOVE CONCRETE WALK. SEE CIVIL DRAWINGS.

DEMOLITION KEY NOTES:

7 REMOVE AIR CURTAIN COMPLETELY, SEE MEP DEMOLITION

DRAWINGS

8 REMOVE FAN COIL UNITS, SEE MEP DEMOLITION DRAWINGS

SCALE: 1/4" = 1'-0"1-AD-101

2 PARTIAL DEMO PLAN- STAIR 6

UP

UP

ALIGN

ALIGN

8 12

4 14

DD

GG

M

L

J

151.8

N

3 6

Q

R

H.8

WING

'B'

EXISTING

AREAWAY

E X

IS

T

E

A W

A Y

F

E

E

H

P

11 13 17 182.4

1-AS-400

1-AS-400

1-AS-701

K

1-AS-403

1-AS-401

1-AS-402

1-AS-402

1-AS-401

1-AS-401

1-AS-403

1-AS-402

1-AS-402

1-AS-403

1-AS-404

1-AS-401

WAREHOUSE

B40-8

MORGUE

B43-2

ELEVATOR

RM

B41

B42

B36-1

B36-2

B39

PUBLICATIONS

B39B40-1B40-2B40-3

MORGUE

B40-6

B40-7

B40-7

OFFICE

B43-3

ELEV.

VEST

B37-1B37-2

B43-4

MECH.FULL BASEMENT

±10,600 SF

TOTAL

FULL HEIGHT CHAIN

LINK FENCE

PHARMACY HVAC UNITS

(ON GRADE ABOVE)

EXISTING UTILITY TUNNEL

SW6

STAIR

B44

CANTEEN

B37

EMPLOYEE

GYM

C51-2 C51-1

1HR

J08

ELEV

1HR

J08

INFILL

J08

EXISTING

AREAWAY

INFILL WINDOW OPENING

WITH MECHANICAL LOUVER.

REF. MECH. DWGS

1HR

J08

1HR

J08

1HR

J08

1HR

J08

E044

E001E002 J18

E001A

EXISTING MECHANICAL

FENCE ENCLOSURE

6'-2"

3' -1

0"

K.5

16.1 19 19.1

D.1 D.1

F.3

L.5

D.3

D.5

E001B

'-8

E173

4'-1"

'-1

'-4

PITCH

SLAB

CONCRETE

SHEAR WALL

H.3

E005 E004

PROVIDE 2 HOUR RATED ENCLOSURE

AT TUNNEL MECHANICAL ACCESS

OPENING

J18

J18

IT

E004

BIOMED

E005 PASSAGEWAY

B001

1HR

J08

13.9

SW4

STAIR

SW15

STAIR

G08

OPEN BASEMENT

E001

2.5

TYP AT EXIST.

CONCRETE

WALLS

12'-4" 3'-1"

5'-0 1/2"

1HR

J08

E003

E002A

7'-3" 4'-0"

CRAWL SPACE SLAB ABOVE

'-0

4" 4"

OPENING

2HR

J14

2HR

J14

E006

2HR

J14

INSTALL 3" WIDE BLACK / YELLOW

TRAFFIC GRADE REFLECTIVE SAFETY

TAPE AT TOP EDGE OF TUNNEL.

2'-2"

D04

D04

D04

1-AS-703

10'-0"

OPEN BASEMENT

E002

1HR

J08

PROVIDE COMPRESSIBLE SEALANT AT

BOTTOM OF GRADE BEAM TO TOP OF

EXISTING TUNNEL (TYP. OF 3 SIDES)

INFILL REMOVED

DUCT OPENING

1HR

J08

RATED WALL (TOP OF TUNNEL

TO BOTTOM OF DECK)

1-AS-100

1HR

J08

INFILL

R25

G08

CENTER ON COL.

LINE "G" ABOVE

FLOOR PLAN LEGEND:

FIRE EXTINGUISHER CABINET

DETAIL/CALLOUT KEY

ROOM TAG

ELEVATION KEY

SECTION KEY

ALIGN KEY

DOOR NUMBER

CORNER GUARD

EXISTING DOOR AND FRAME

NEW DOOR AND FRAME

EXISTING WALL

X

AX.XX

FEC

CG

X

AX.XX

X

AX.XX

NEW PARTITION

X WINDOW TAG/ DESIGNATION

WALL MOUNTED GAS OUTLET

(0-OXYGEN, V-VACUUM, MA-MEDICAL AIR)

AX.XX

HATCH INDICATED AREA NOT IN CONTRACT

XXXX

Room name

XXXX

DIMENSION TO CENTERLINE OF OBJECT

EXP-X EXPANSION JOINT SEE SPECIFICATIONS

T/SLAB FIRST FLOOR

0'-0"

G

T/SLAB BASEMENT

-11'-11"

E

MECHANICAL TUNNEL

CRAWL SPACE SLAB

(BEHIND TUNNEL)

2 HR RATED

ENCLOSURE

2 HR RATED ENCLOSURE.

CENTER ON BEAM ABOVE

PORTION OF TUNNEL TO BE

REMOVED. RE-SUPPORT ALL

ATTACHED PIPING AND CONDUIT

AS REQUIRED.

SCALE: 1/8" = 1'-0"1-AS-100

1 BASE BID - BASEMENT FLOOR PLAN

CONSTRUCTION NOTES:

1. LOCATE HINGE SIDE OF DOOR FRAMES 4" FROM PERPENDICULAR

WALL UNLESS OTHERWISE INDICATED.

2. CONTRACTOR TO COORDINATE LOCATION OF ALL PARTITIONS

ENCLOSING EQUIPMENT WITH APPROVED SHOP DRAWINGS.

3. PROVIDE 1/2" X 6" FIRE RETARDANT PLYWOOD BLOCKING OR 6" HIGH X

18 GA SHEET BLOCKING PARTITIONS AT ALL LOCATIONS WITH

SURFACE APPLIED EQUIPMENT OR ACCESSORIES SUCH AS

HANDRAILS, TOILET ACCESSORIES, WALL BUMPERS. WALL MOUNTED

DOORS STOPS AND FOR SUPPORT OF WALL CABINETS, SHELVES,

EQUIPMENT, ETC.

4. CONFIRM CHASE WALL DIMENSIONS WITH PLUMBING CONTRACTOR,

NOTIFY ARCHITECT OF ANY DISCREPANCIES.

5. CUT AND PATCH EXISTING CONSTRUCTION AS REQUIRED TO

COMPLETE THE WORK.

6. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC.

SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE

WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR

NOT.

7. RESTORE DAMAGED AND EXPOSED FINISHES OR PATCHED AREAS IN A

MANNER WHICH ELIMINATES EVIDENCE OF PATCHING AND

REFINISHING.

8 PROVIDE WINDOW SHADES ON INTERIOR SIDE OF ALL EXTERIOR

WINDOWS, EXCEPT IN WAITING AND VESTIBULES. REFER TO

SPECIFICATIONS FOR MORE INFORMATION.

9 AT ALL WALL MOUNTED TELEVISION SUPPORTS, PROVIDE (3) 3-5/8" X

20 GA NESTED METAL STUDS AT 2'-0" O.C. WITH 1/2" FIRE RETARDANT

PLYWOOD BLOCKING. AREA TO BE COVERED SHOULD BE APPROX.

3'-0" HIGH CENTERED ON TV LOCATION. FRAME WITH 2X6 FRAMING

BETWEEN STUDS. COORDINATE FINAL LOCATION WITH COR.

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

WING 'E'

PROJECT

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C T e m p \R e v it F ile s \2

V A

E D

C e n tr a l_ je re m y d e la b ru e re

.r v t

/2

/2

:3

:3

P

M

1-AS-100

BASEMENT FLOOR PLAN STRATTON VA MEDICAL CENTER

NEW EMERGENCY DEPARTMENT

HOLLAND AVENUE ALBANY, NY

528-809

March 18, 2022 MH JD

100% FOR BID

20057Revisions: Date:

SCALE: 1/4" = 1'-0"1-AS-100

2 SECTION AT MECHANICAL TUNNEL

UP

A

LI

G N

8 12

4 14

D

G

MM

L

J

151.8

N

Q

R

H.8

F

E

H

PP

11 13 17…