B-Architecture-Part 4.pdf

PDF 6 MB Posted Feb 29, 2024

Attached to: 36C10F24R50018 Balance of Work VAMC Manhattan, NY -- Y1DA
Solicitation number: QSE--36C10F24R50018
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Feb 29, 2024

This document provides details for a federal contract opportunity to construct balance of work at the Veterans Affairs Medical Center in Manhattan, New York. The solicitation number is 36C10F24R50018 and is being issued by the Department of Veterans Affairs Office of Construction and Facilities Management to construct the remaining work from hurricane recovery efforts at the Manhattan VAMC campus. Interested parties should respond by the specified deadline to provide construction services for completing the hurricane recovery program at this location. The opportunity is set aside for small businesses and provides details on the scope of balance of construction work required as well as agency contacts for any questions.

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100 SQ. IN. MAX

4" X 25" @

RATED DOORS

TA OR FIRE

RESISTANT

AS SCHEDULED

3'- 6"

THIN SET TILE **

GROUT

STANDARD HM

FRAME

ADJUSTABLE

ANCHORS

1/2

3/4

1/4

CAULK ALL

AROUND

GROUT

STANDARD HM

FRAME

ADJUSTABLE

ANCHORS

1/2

FRAMES IN MASONRY PARTITION

*** FRAME WIDTH FOR NOMINAL MASONRY

6 3/4" w/ 6" CMU

MASONRY BLOCK WITH

CERAMIC TILE FINISH

** COORDINATE TILE / SIDE & FINISH WITH

FINISH SCHEDULE

GROUT CELL SOLID

AT ANCHORS

JAMB JAMB

GROUT CELL SOLID AT

ANCHORS

ALIGN SETTING BED

CAULK ALL AROUND

CERAMIC TILE **

1. ALL DOORS SHALL BE FLUSH - 1 3/4" (44mm) THICK UNLESS

NOTED OTHERWISE.

2. EVEN NUMBERS ARE METAL; ODD NUMBERS ARE WOOD.

3. MAXIMUM 1/2" UNDERCUT AT FIRE RATED DOORS. VERIFY

EXISTING SLAB CONDITION.

4. FOR DOOR PERFORMANCE LEVEL REQUIREMENTS, SEE

SPECIFICATION 08 11 13.

5. VERIFY ALL DIMENSIONS BASED UPON FIELD CONDITIONS PRIOR

TO FABRICATIONS OR INSTALLATION. TYPICAL OF ALL OPENINGS.

GENERAL DOOR NOTES:

HM FRAME

16" 115 16"

2" 5/8

4 1/2" (V.I.F.)

EXISTING MASONRY

WALL WITH PLASTER

FINISHED (V.I.F.)

REPAIR ALL DAMAGE

PLASTER AS REQUIRED

TO MATCH AND ALIGN

WITH ADJACENT SURFACE

REPAIR DAMAGED AREAS

AND FILL VOID

WITH CEMENT GROUT

SEALANT / FIRE STOP

ASSEMBLY AT RATED

WALL

(TYPICAL BOTH SIDES)

1/4" 1/4"

PAINT ENTIRE EXPOSED

WALL SURFACES TO

MATCH EXISTING

L4"x3"x1

4" WITH 6" BEARING

ON BOTH SIDES

SAWCUT EXISTING

MASONRY

WALL AS REQUIRED TO

RECEIVE NEW OPENING

FILL VOID SOLID

WITH CEMENT GROUT

115 16

2" 5/8"

SAWCUT EXISTING

MASONRY

WALL AS REQUIRED TO

RECEIVE NEW OPENING

REPAIR ALL DAMAGE

PLASTER AS REQUIRED

TO MATCH AND ALIGN

WITH ADJACENT SURFACE

HM FRAME

FILL VOID SOLID

WITH CEMENT

GROUT

SEALANT / FIRE STOP ASSEMBLY AT

RATED WALL (TYPICAL BOTH SIDES)

REPAIR DAMAGED AREAS

AND FILL VOID

WITH CEMENT GROUT

1/4"

MASONRY ANCHOR

PER MANUFACTURER

115 16

2" 5/8"

SAWCUT EXISTING

MASONRY

WALL AS REQUIRED TO

RECEIVE NEW OPENING

REPAIR ALL DAMAGE

PLASTER AS REQUIRED

TO MATCH AND ALIGN

WITH ADJACENT SURFACE

HM FRAME

FILL VOID SOLID WITH

CEMENT GROUT

SEALANT / FIRE STOP ASSEMBLY AT

RATED WALL (TYPICAL BOTH SIDES)

REPAIR DAMAGED

AREAS

AND FILL VOID

WITH CEMENT

GROUT

1/4"

MASONRY ANCHOR

PER

MANUFACTURER

EXISTING MASONRY BLOCK

WITH

CERAMIC TILE FINISH

JAMB

THIN SET TILE1/2

" 1/4

" 3

4" FRAME BACKBEND1/4

1/4

2" 5/8

16"115

16"

1/2"1/2"

SEALANT ALL

AROUND

SEALANT

ALL

AROUND

NOMINAL CMU

SEE PARTITION TYPES

BOND BEAM

LINTEL

(REINFORCEMENT

PER LINTEL

SCHEDULE)

HM FRAME

1'- 4"

HEAD

(OPENINGS 5'-4" TO MAX 8'-0" WIDE)

GROUT SOLID

2" 5/8

16"115

16"

1/2"1/2"

SEALANT ALL

AROUND

SEALANT ALL

AROUND

NOMINAL CMU

SEE PARTITION TYPES

BOND BEAM

LINTEL

(REINFORCEMENT

PER LINTEL

SCHEDULE)

HM FRAME

HEAD

OPENINGS LESS THAN 5'-4" WIDE)

GROUT SOLID

ADD RETURN

ON FRAME WHERE

DRYWALL FINISH

IS REQUIRED

1/2"*1/2"*

5/8

1 15/16" VARIES 1 15/16"

GAGE AS

SPECIFIED

STANDARD DOOR FRAME

* 2

-2 " D

-0 " D

* 34" BACKBENDS FOR

TILE TO BUTT AGAINST

WHERE TILE IS

SCHEDULED

SEE DOOR SCHEDULE

*4" @ CMU

HEADER @ 7'-0"

DOOR

F3 - DOUBLE

EGRESS

2" / 4

3/8" X 3" EXPANSION

ANCHOR

NOTE: REFER TO SPECS & SECURITY DWGS

FOR HARDWARE SETS AND LOCATIONS.

COORDINATE WITH ELECTRICAL SECURITY PLANS

CYL

MORTISE LOCK CASE

1 1/2" x 3/4" x 1/8" STEEL FRAMING

CHANNEL (HORIZ. AND VERTICAL)

LEVER ACTUATOR

STAINLESS STEEL

PULL

2" NO. 6 GA.

DIAMOND WIRE

MESH

1 1/2" PAIR OF 3 1/2"

HEAVY DUTY

HINGES - NRP

CORRIDOR G113 SIDE

2- 1/8

1/8"

2" JAMB OPENING WIDTH

FINISHED DOOR WIDTHFINISHED DOOR WIDTH

CAM-LIFT HINGE 1/8"

1/8"

SEMI-MORTISED

ASTRAGAL

SCHEDULED

LOCKSET

HARDWARE

SEALANT ALL

AROUND

GROUT

ADJUSTABLE

ANCHORS

1/2

GROUT CELL SOLID

AT ANCHORS

FRAMES IN MASONRY PARTITION

JAMB

SOUND SEAL

DOOR

BOTTOM

SEAL

3/1 6"

1/8 "2"

SEALANT ALL

AROUND

NOMINAL CMU

SEE PARTITION TYPES

BOND BEAM

LINTEL

(REINFORCEMENT

PER LINTEL

SCHEDULE)

GROUT SOLID

THRESHOLD SET IN BED

OF SEALANT

FINISHED FLOOR

HEAD & THRESHOLD

(OPENINGS 5'-4" TO MAX 8'-0" WIDE)

SEALANT & BACKER ROD

8" BENT HD GALV. STL

PLATE THRESHOLD W/ (3)

4" DIA. F.H. CTSK BOLTS &

EXP ANCHORS (MIN.)

LINE OF WALL BEYOND

CMU W/ CORES GROUTED

SOLID

DRILL AND EPOXY

ANCHOR # 5 DOWEL

AT 16" O.C. @ THE

THRESHOLD

SCHEDULED DOOR /

FRAME / HDW

FLOOR LINE - EXISTING

SLAB

CONT. SHIM SPACERS

WELDED TO THRESHOLD

8" 1/4

1 1

/2"

1/2"

NTSA1 SIDE-HINGED DOOR TYPES

B-AE601

DOOR SCHEDULE & DETAILS

DZ JH / DZ

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh 1, 2 and 6

Key Plan

Balance of Work

9/12/2022

NTSA3 FRAME TYPES

3" = 1'-0"D1 CMU FRAMES

0 3" 6" 9"

E4 HEAD - EXISTING CMU / PLASTERE1 JAMB - EXISTING CMU / PLASTER

1121W 1121W STAIR 3' - 8" 7' - 0" HM HM 90

DOOR AND FRAME / GATE DOOR SCHEDULE

IDENTIFICATION DIMENSIONS PANEL FRAME

FIRE

RATING

HARDWARE

GROUP NOTESDOOR NO ROOM NO ROOM NAME

WIDTH

H TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH

DETAILS

W1 W2

TOTAL

WIDTH HEAD JAMB

714 714 STORAGE 3' - 0" 7' - 0" 6 HM PT - F1 HM PT E4/B-AE601 E1/B-AE601 45 HW-5

715 715 SHAFT 2' - 6" 7' - 0" 6 HM - F1 HM HW-5 REPLACE DOOR AND FRAME IN EXISTING WALL OPENING. VERIFY DIMENSIONS IN

FIELD PRIOR TO FABRICATION AND INSTALLATION OF NEW DOOR AND FRAME.

G383 G383 FEMALE TOILET 3' - 0" 7' - 0" 6 HM - HM HW-1

G605 G605 FEMALE LOCKER

3' - 0"

7' - 0" 6 HM - HM 45 HW-SH-1A

G609 G609 STORAGE 2' - 6" 7' - 0" 6 HM

FR-1

HM HW-5-

G611 G611 TOILET 3' - 0" 7' - 0" 6 HM - HM HW-2D

G607.1 G607 BREAK AREA

G383A G383A LACTATION ROOM 3' - 0" 7' - 0" 6 HM - HM

3' - 0"

G603 G603 MALE LOCKER 7' - 0" 6 HM - HM 45 HW-SH-1A3' - 0"

7' - 0" 2 HM HM 45 HW-SH-1A

HW-2D

HW-6

LEVEL

D1/B-AE601 D1/B-AE601

3 FR-12

3" = 1'-0"C1 INTERIOR DOOR FRAMES

0 3" 6" 9"

3" = 1'-0" 0 3" 6" 9"

0 3" 6" 9" 3" = 1'-0"

F1 F1 F1 F1 F1

F1 F1

E4/B-AE601 E1/B-AE601

D1/B-AE601 D1/B-AE601

E4/B-AE601 E1/B-AE601

PROVIDE 34" BACKBENDS AT FRAME FOR TILE FINISH

G956

G954 MECHANICAL ROOM 3' - 0" 7' - 0" HM HM - HW-11APT PT3 -6/6 F2

G632 G632 TEL RM 3' - 0" 7' - 0" 6 HM - HM HW-SH-32 PT PT -F1 D1/B-AE601 D1/B-AE601

F1 JAMBS - WIRE MESH SWING GATE

0 3" 6" 9" 3" = 1'-0"

3' - 0" -G607.2 G607 BREAK AREA 7' - 0" - - HM 45 HW-SH-1A- PT PTF1 D1/B-AE601 D1/B-AE601 RE-INSTALL SALVAGED DOOR INTO NEW HM FRAME. COORDINATE HINGE LOCATIONS.

*NOTE: VERIFY ALL DIMENSIONS BASED UPON FIELD CONDITIONS PRIOR TO FABRICATION OR INSTALLATION, TYPICAL TO ALL DOOR OPENINGS.

G113A G113 CORRIDOR 3' - 0" 6' - 0" WM STL - HW-G1PREFIN PREFIN- -WM - - F1/B-AE601 SEE SPECIFICATION SECTION 10 22 13 FOR REMAINDER OF HARDWARE

D1/B-AE601 D1/B-AE6013' - 0" 6' - 0"

G956 MECHANICAL ROOM 3' - 0" 7' - 0" HM HM - HW-9BPT PT3 -6/6 F2 D6/B-AE601 D6/B-AE6013' - 0" 6' - 0"

G954

ME.01 EXTERIOR MECHANICAL EXTERIOR 3' - 0" 8' - 0" FENCE STL PIPE - HW-E4CPOLYMER

COAT

POLYMER

COAT

- -FENCE - - - SEE SPECIFICATION SECTION 32 31 13 FOR REMAINDER OF HARDWARE.; PROVIDE

POLYMER COAT (BLACK) TO MATCH FENCE FABRIC.

STC

3" = 1'-0"D6 CMU FRAMES - STC RATED

0 3" 6" 9"

G953A

G953 BUILDING SUPPORT 3' - 0" * 7' - 0" * HM HM - HW-9APT PT- - F2 * - -3' - 0" * 6' - 0" *

G953 BUILDING SUPPORT HM HM - HW-9APT PT- - F2 * - -

G953 -

3' - 0" * 7' - 0" *3' - 0" * 6' - 0" *

* EXISTING DOOR & FRAME; SUPPLEMENTAL HARDWARE INSTALLATION ONLY.

REMOVE EXISTING DOOR COORDINATOR; PATCH AND REPAIR HOLES IN DOOR AND

FRAME AND REPAINT ENTIRE DOOR / FRAME. PROVIDE GROUT AT THRESHOLD AS

REQUIRED FOR DIFFERENCE AT SLAB / FINISH FLOOR ELEVATION.

- * EXISTING DOOR & FRAME; SUPPLEMENTAL HARDWARE INSTALLATION ONLY.

REMOVE EXISTING DOOR COORDINATOR; PATCH AND REPAIR HOLES IN DOOR AND

FRAME AND REPAINT ENTIRE DOOR / FRAME. PROVIDE GROUT AT THRESHOLD AS

REQUIRED FOR DIFFERENCE AT SLAB / FINISH FLOOR ELEVATION.

F6 THRESHOLD - CMU

0 3" 6" 9" 3" = 1'-0"

SEE DETAIL F2 / B-AE601 FOR ELEVATED THRESHOLD REQUIREMENTS.

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

BOND BEAM W/2 # 5 GROUT

SOLID

CEILING LINE (AS SCHEDULED)

HORIZ. JOINT REINF @16"OC

CUT TOP COURSE TO FIT

STRUCTURAL DECK

FLOOR LINE

VERTICAL REINFORCING # 5 @

48 IN OC, GROUT SOLID

B-AE603

C8/D8

LAP VERTICAL REINFORCING

30 IN, TYP.

GROUT FIRST COURSE SOLID

(ENTIRE LENGTH OF WALL)

DRILL AND EPOXY ANCHOR # 5 DOWEL

AT 32" O.C.

B-AE603

HIGHER PRIORITY WALL

LOWER PRIORITY WALL

HIGHER PRIORITY WALL

LOWER PRIORITY WALL

HIGHER PRIORITY WALL

(MAINTAIN CONTINUITY)

NOTES:

WHERE WALLS OF DIFFERENT FUNCTIONS/ RATINGS INTERSECT:

WALLS OF HIGHER PRIORITY SHALL BE CONTINUOUS.

LOWER PRIORITY WALLS SHALL "ABUT" AND BE "SEALED TO"

HIGHER PRIORITY WALLS, BUT SHALL NOT INTERRUPT CONTINUITY

OF THE HIGHER PRIORITY WALL.

WALL PRIORITY LEGEND

WALL FUNCTION PRIORITY

1 HR FIRE & SMOKE

1 HR FIRE

SOUND CONTROL WALLS (NON FR)

SMOKE PARTITIONS (NON FR)

OTHER WALLS

HIGHER

LOWER

4 HR FIRE & SMOKE

3 HR FIRE & SMOKE

2 HR FIRE & SMOKE

2 HR FIRE

HVAC

DUCT

SECTION ELEVATION

HVAC

DUCT

CMU WALL

FOR DUCT LARGER THAN 2'-0"

PROVIDE CMU BOND BEAM

LINTEL (SEE SCHEDULE - BELOW)

18 GA GALV FLANGE @

ALL SIDES ATTACH TO

METAL DUCT

FIRE RETARDANT SEALANT

@ DUCT & WALL FLANGES

1 1 /4"

MINERAL FIBER FIRE SAFEING

AND INTUMESCENT SEALANT

4"-12" CMU WALLS (SEE

FLOOR PLANS FOR PARTITION

TYPES

3" x 3" CONT 18 GA

GALV FLANGE (ALL

SIDES)

*NOTE: SEE FIRESTOP ASSEMBLY DETAILS ON B-AE508 FOR ADDITIONAL REQUIREMENTS

SEE LINTEL SCHEDULE

ON THIS SHEET

FIRE DAMPER WITH

STL CLOSURE ANGLE

BOTH SIDES OF WALL

CMU PARTITION

(FIRE RATED)

FIRE DAMPER; SEE MECHANICAL

INTUMESCENT SEALANT ALL SIDES

MINERAL FIBER SAFEING AND

INTUMESCENT SEALANT

DETAIL 1A - "FIRE-RATED WALLS"- ADDITIONAL NOTES:

1. CONDITIONS INDICATED TO SHOW DESIGN INTENT. THEY ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR A UL-APPROVED TOP-OF-WALL DESIGNS THAT ARE APPROPRIATE FOR CONDITIONS.

2. REFER TO SPECIFICATION SECTION 07 84 00 / "FIRESTOPPING" FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITION FOR FIRE-RATED WALLS.

SLOTTED TOP TRACK

STUD

DESIGN BASIS: UL-HW-D-0042

METAL DECK

(PERPENDICULAR TO FLUTES)

DESIGN BASIS: UL-HW-D-0264

METAL DECK

(PARALLEL TO FLUTES)

1" 1" 2"x20 GA STRAPS @ 16" O.C.

DESIGN BASIS: UL-HW-D-0259

STEEL BEAM

20 GA Z-BARS TO

ACCOMMODATE

SFRM

SPRAY-APPLIED

FIRE-RESISTIVE

MATERIAL (SFRM)

FIBER BLANKET (SAB)

1 OR 2 LAYERS OF GWB; SEE

WALL TYPE

FIRE STOP JOINT SPRAY

MINERAL WOOL FORMING

MATERIAL

3/4 " 3/4

FIRE STOP JOINT SPRAY

SLOTTED TOP TRACK

STUD

FIBER BLANKET (SAB)

1 OR 2 LAYERS OF GWB; SEE

WALL TYPE

3/4

MINERAL WOOL

FORMING MATERIAL

HVAC

DUCT

SEALANT & BACK-UP FIRESTOP

SEALANT @ RATED WALLS (ALL SIDES)

TYPE 'X' GYP BD ENLOSURE

WHERE OPNG WIDTH EXCEEDS

8'-0"

HVAC

DUCT

#5 REBAR @ JAMBS OF OPENING

SEE TOP OF WALL DETAIL C8 & D8/C-AE603

FINISHED FLOOR

UNDERSIDE OF STRUCTURE

ABOVE OR TOP OF

PARTITION

CORNER / END OF

PARTITION MASONRY

OPENING

SEE LINTEL SCHEDULE

ON THIS SHEET - BELOW

#4 BAR TYP GROUT

CORES SOLID

SEE TOP OF WALL DETAILS

OF CMU PARTITIONS

NOTE:

SEE DETAIL FOR TYPICAL

REINFORCING

MASONRY

OPENING

SECTION ELEVATION

EXISTING

CONCRETE

WALL W/ SAW

CUT OPN'G

EXISTING CONCRETE WALL:

3/8" THICK ANGLE

EACH SIDE W/ 5 - 3/8" DIA

EXPANSION ANCHORS

(EMBEDMENT = 2")

8" 8"

1. SEE FLOOR PLANS FOR EXTENT OF EACH WALL TYPE.

2. WALL TYPES ARE TITLED TO GENERALLY DESCRIBE AN

ASSEMBLY'S FIRE-RESISTIVE "CAPABILITY". IN SOME

CASES, ARCHITECT MAY HAVE EMPLOYED A GIVEN WALL

TYPE FOR ITS SOUND CONTROL OR OTHER PROPERTIES.

THUS IT IS POSSIBLE THAT WALL TYPES CHOSEN MAY

PROVIDE GREATER FR CAPABILITY THAN ACTUALLY

REQUIRED BY BUILDING CODE. UTILIZE WALL TYPES

INDICATED BY FLOOR PLAN CALL-OUTS.

3. CONTACT ARCHITECT WHERE WALLS LACK A WALL TYPE

CALL-OUT.

4. "STC" REFERS TO SOUND TRANSMISSION CLASS; A

RATING SYSTEM THAT DESCRIBES THE ABILITY OF AN

ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND.

CONFIGURE SOUND-RATED WALL ASSEMBLIES

ACCORDING TO THE MINIMUM REQUIREMENTS

STIPULATED IN THE STC TESTS LISTED.

5. "SAB" REFERS TO SOUND ATTENUATION BATTS

SPECIFIED IN SECTION 07 21 13. WHERE SAB ARE

INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM

FLOOR TO STRUCTURE ABOVE. SEE CONSTRUCTION / ICRA

BARRIERS WHERE SAB ARE ALSO REQUIRED.

6. HEAD-OF-WALL FIRESTOPPING AND SEALING OF THRU-

WALL PENETRATIONS: REFER TO SECTION 07 84 00 /

FIRESTOPPING.

7. ACOUSTICAL SEALANTS: SPECIFIED IN SECTION 09 29 00.

8. AT CMU INFILL OF OPENINGS AND CONTINUATIONS OF

EXISTING WALLS, CMU SHALL BE TOOTHED INTO EXISTING

ADJACENT MASONRY.

CMU (SASH BLOCK)

PREMOLDED CONTROL JOINT @

NON-RATED CMU ONLY, DELETE

PREMOLDED CONTROL JOINTS &

REFER TO THE UL DIRECTORY FOR

UL LISTED RATED JOINT DESIGNS.

MATCH RATING OF JOINT DESIGN

TO PARTITION RATING.

SEALANT AND BACKER ROD @

NON-RATED PARTITION

FIRE RATED JT ASSEMBLY @ RATED

PARTITION (EACH SIDE)

NOTE: DO NOT BRIDGE CONTROL JOINT

WITH HORIZONTAL REINFORCEMENT

SCHEDULED CMU

GROUT SOLID AROUND

FIRE EXTINGUISHER

CABINET

8" MIN

" M

SCHEDULED CMU

NOTES: 1. FIRE EXTINGUISHER TO BE RECESSED AND SUPPORTED BY CMU WALL AND SEALED

AROUND ALL EDGES.

2. PROVIDE FIRE RATED CABINET IN ALL RATED WALLS

3. NOTIFY ARCHITECT PRIOR TO FABRICATION, WHERE WALL DEPTH IS NOT SUFFICIENT TO

ACCEPT A FULLY RECESSED FIRE EXTINGUISHER CABINET.

GROUT SOLID AROUND

FIRE EXTINGUISHER

CABINET (ALL SIDES)

8" MIN

" M

PLAN SECTION

2 12 GALLON FIRE

EXTINGUISHER

(JSN # A1000)

2 12 GALLON FIRE

EXTINGUISHER

(JSN#A1000)

STRUCTURAL DECK

3" X 4.1# STEEL CAPRAIL WITH

"U" BOLYS AT 2'-4" O.C.

1 14" X 12" X 18" CHANNEL FOR

CENTRAL RAILS (2) REQUIRED

2" NO. 6 GA DIAMOND

WIRE MESH

1 12" X 34" X 18" STEEL FRAMING

CHANNEL

FLAT BAR AS REQUIRED BY

SPECIFICATION

CAST FLOOR SHOE W/

(2) 38" X 1 78" STUD

EXPANSION BOLTS

4" X 2" X 14" THICK STEEL ANGLE CLIP

WITH 38" STUD EXPANSION BOLTS

CONC CURB / FIN FLR

SLAB

BOND BEAM W/2 # 5 GROUT

SOLID

HORIZ. JOINT REINF @16"OC

STRUCTURAL DECK

FLOOR LINE

VERTICAL REINFORCING # 5 @

48 IN OC, GROUT SOLID

LAP VERTICAL REINFORCING

30 IN, TYP.

GROUT FIRST COURSE SOLID

(ENTIRE LENGTH OF WALL)

DRILL AND EPOXY ANCHOR # 5 DOWEL

AT 32" O.C.

B-AE603

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh 1, 2 and 6

Key Plan

Balance of Work

9/12/2022

B-AE603

DZ JH / DZ

0 3" 6" 9" 1" = 1'-0"C1 DUCTS THRU CMU WALLS (TYPICAL)

3"=1'-0" 1" = 1'-0"D4 HEAD OF WALL CONDITIONS - STUD WALLS - GYP BD

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

3/4" = 1'-0"F7 LARGE DUCT OPENING THRU CMU WALL

0 1'-0" 2'-0" 3'-0"

1 1/2" = 1'-0"E5 ELEVATION VIEW - REINFORCING AT TYPICAL OPENINGS AT CMU PARTITION

0 6" 1'-0" 1'-6" 1" = 1'-0"E1 OPENING THRU EXISTING CONCRETE AND CMU WALLS

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

1" = 1'-0"F1

0 6" 1'-0" 2'-0" NTSF2 MASONRY WALL STEEL LINTEL SCHEDULE

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

NTSB1 WALL PRIORITY LEGEND

CMU PARTITION - DETAIL

NTSF4 TYP. BOND BEAM LINTEL SCHEDULE AND DETAILS UNLESS NOTED OTHERWISE

1 1/2" = 1'-0"C8

INTERIOR NON-BEARING MASONRY WALLS REINFORCEMENT - DETAILS

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

1 1/2" = 1'-0"D8

INTERIOR NON-BEARING MASONRY WALLS REINFORCEMENT

WALL PERPENDICULAR TO DECK - DETAILS

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

1 1/2" = 1'-0"F8 0 6" 1'-0" 1'-6"

PARTITION TYPES

INTERIOR NON-BEARING MASONRY WALLS REINFORCEMENT

WALL PARALLEL TO DECK - DETAILS

MARK

CMU

SIZE FIRE RATING

FIRE-RESISTANCE

SOUND

ATTENUATION

CommentsUL NO. STC

Y4 3 5/8" - - 44-47

Y6 5 5/8" - - 46-57

Y8 7 5/8" - - 48-55

Y61 5 5/8" 1 HOUR / SMOKE U906 46-57

Y62 5 5/8" 2 HOUR / SMOKE U906 46-57

Y6A 5 5/8" 51 GROUT FILL SOLID THE ENTIRE WALL; MINERAL WOOL PACK

SEAL ALL VOIDS & PENETRATIONS

PROVIDE MINERAL WOOL PACKING AT ALL WALL VOIDS

PARTITION GENERAL NOTES

1" = 1'-0"E2 CONTROL JOINT @ CMU

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

FE CABINET (2 12 GALLON) DETAILS

WIRE MESH PARTITION

PARTITION TYPES AND DETAILS

MARK

CMU

SIZE FIRE RATING

FIRE-RESISTANCE

SOUND

ATTENUATION

CommentsUL NO. STC

M6 5 5/8" - - - -

CMU PARTITION - DETAIL

SCALE: NONE SCALE: NONE

SCALE: NONE

AutoCAD SHX Text ATTACH 4"x4"x "x8" LONG 14"x8" LONG ANGLES TO PLATE @ 4'-0" O.C. W/ WELDING OR EXPANSION BOLTS, 2 PER ANGLE, 560-LB TOTAL SHEAR CAPACITY (TYP.) STAGGER ANGLES

AutoCAD SHX Text 8"x18"x " THICK 18" THICK PLATE, SEE NOTES

AutoCAD SHX Text

SEE NOTE 3

AutoCAD SHX Text #5 @ 32" O.C. (DOWELS) AT NEW CONCRETE SLABS AT EXISTING SLAB PROVIDE #5 DRILLED AND SET W/ EPOXY IN SLAB AT 32" O.C.

AutoCAD SHX Text TWO " DIA. x 3" MIN. 58" DIA. x 3" MIN. EMBEDMENT EXPANSION BOLTS EACH SIDE

AutoCAD SHX Text TWO " DIA. x 3" MIN. 58" DIA. x 3" MIN. EMBEDMENT EXPANSION BOLTS PER ANGLE.

AutoCAD SHX Text L 4x4x "x8" LONG @ 4'-0" O.C. EACH 14"x8" LONG @ 4'-0" O.C. EACH SIDE OF WALL (TYP). STAGGER ANGLES

AutoCAD SHX Text MINERAL WOOL PACKING FOR ALL WALLS. AT FIRE RATED / SMOKE WALLS, PROVIDE CONT. FIRE STOP JOINT SPRAY WITH 2" MIN. OVERLAP (EA SIDE)

AutoCAD SHX Text NOTES: 1. PROVIDE INTERMDIATE PLATE WHEN FLUTES OF METAL DECK ARE PREVENTING ATTACHMENT OF ANGLE DIRECTLY. 2. DO NOT BEND OR HEAT DOWELS.

AutoCAD SHX Text MINERAL WOOL PACKING FOR ALL WALLS. AT FIRE RATED / SMOKE WALLS PROVIDE CONT. FIRE STOP JOINT SPRAY WITH 2" MIN. OVERLAP (EA SIDE)

AutoCAD SHX Text

3. MIN 1 " DISTANCE TO BOLT LOCATION TO THE EDGE OF PLATE 12" DISTANCE TO BOLT LOCATION TO THE EDGE OF PLATE AND/OR DECK IS REQUIRED.

AutoCAD SHX Text

4. BREAK CORE WALLS WHERE INTERFERENCE WITH DOWELS OCCURS. 5. LOCATION OF #4 SLAB BARS TO BE COORDINATED THROUGH THE SHOP DRAWING PROCESS. 6. WALL FINISH IS SHOWN ON ARCH. DWGS. 7. REFER TO FIRESTOPPING DETAILS FOR RATED PARTITIONS.

AutoCAD SHX Text

BASIS OF DESIGN: UL-HW-D-1045

AutoCAD SHX Text CUT TOP COURSE AS REQUIRED TO FIT MAX 3 " GAP FROM B/O DECK / SLAB12" GAP FROM B/O DECK / SLAB

AutoCAD SHX Text

BOND BEAM PER PARTITION SCHEDULE

AutoCAD SHX Text

BOND BEAM PER PARTITION SCHEDULE

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

NOMINAL

AutoCAD SHX Text

SIZE (IN)

AutoCAD SHX Text

LINTEL

AutoCAD SHX Text

REQUIRED REINFORCING FOR CLEAR SPAN

AutoCAD SHX Text 6x8

AutoCAD SHX Text 6x16

AutoCAD SHX Text 8x8

AutoCAD SHX Text 8x16

AutoCAD SHX Text L<=3'-4"

AutoCAD SHX Text 1-#4

AutoCAD SHX Text 2-#4

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1-#4

AutoCAD SHX Text 2-#4

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 1-#4

AutoCAD SHX Text 2-#4

AutoCAD SHX Text 5'-4"

AutoCAD SHX Text 2-#4

AutoCAD SHX Text 2-#5

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 2-#5

AutoCAD SHX Text 6'-8"

AutoCAD SHX Text 2-#5

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 2-#5

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 2-#5

AutoCAD SHX Text NOTES: 1. WALL LOAD ASSUMED 300 lbs. PER LINEAR FOOT MAX. WALL LOAD ASSUMED 300 lbs. PER LINEAR FOOT MAX. 2. LINTELS ARE REQUIRED FOR ANY OPENING EXCEEDING 12".LINTELS ARE REQUIRED FOR ANY OPENING EXCEEDING 12".

AutoCAD SHX Text NOTES: 1. PROVIDE BLOCK LINTELS FOR ALL OPENINGS IN INTERIOR BLOCK PARTITIONS PROVIDE BLOCK LINTELS FOR ALL OPENINGS IN INTERIOR BLOCK PARTITIONS AND WALLS FOR WHICH STEEL LINTELS ARE NOT SHOWN. 2. PROVIDE 8" MIN. BEARING AT EACH END. PROVIDE 8" MIN. BEARING AT EACH END. 3. REFER TO ARCH. DWGS. FOR SIZE AND LOCATION OF DOOR, LOUVER AND REFER TO ARCH. DWGS. FOR SIZE AND LOCATION OF DOOR, LOUVER AND WINDOW OPENINGS. COORDINATE WITH HVAC AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT(S) AND GANGED ELECTRICAL CONDUIT OPENINGS. 4. GROUT FOR BOND BEAMS TO COMPLY WITH ASTM C476, 3000 PSI GROUT, GROUT FOR BOND BEAMS TO COMPLY WITH ASTM C476, 3000 PSI GROUT, FOR REINFORCED MASONRY. 5. EMBED WALL REINFORCEMENT INTO BOND BEAM, SEE "INTERIOR WALL EMBED WALL REINFORCEMENT INTO BOND BEAM, SEE "INTERIOR WALL REINFORCEMENT ELEVATION" FOR REINFORCEMENT.

AutoCAD SHX Text

CMU LINTEL SCHEDULE

AutoCAD SHX Text #3 16"O.C.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SEE NOTE 5

AutoCAD SHX Text

GROUT CELLS SOLID

AutoCAD SHX Text

REBARS, SEE LINTEL SCHEDULE

AutoCAD SHX Text

REBARS SEE SCHEDULE BELOW

AutoCAD SHX Text

GROUT CELLS SOLID

AutoCAD SHX Text

SEE NOTE 5

AutoCAD SHX Text

FOR CLEAR OPENINGS 5'-4" TO MAX. 8'-0" WIDE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1"

AutoCAD SHX Text

%%UFOR CLEAR OPENINGS LESS THAN 5'-4" WIDE

AutoCAD SHX Text

FINISH

AutoCAD SHX Text 6"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text LINTEL NOTES: 1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS EXCEEDING 12" WIDE IN PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS EXCEEDING 12" WIDE IN ACCORDANCE WITH THE SCHEDULE ABOVE. INSTALL LONG LEG VERTICAL. 2. OPENING WIDTH SHALL BE CLEAR WIDTH TO BLOCK WALL. OPENING WIDTH SHALL BE CLEAR WIDTH TO BLOCK WALL. 3. PROVIDE LINTELS AT ALL MECHANICAL OPENINGS AND GANG ELECTRICAL CONDUIT PROVIDE LINTELS AT ALL MECHANICAL OPENINGS AND GANG ELECTRICAL CONDUIT PENETRATIONS OF MASONRY WALLS. COORDINATE SIZE AND LOCATIONS OF OPENINGS WITH APPROPRIATE TRADES. 4. PROVIDE 6" MINIMUM BEARING AT EACH END, BUT NOT LESS THAN 1" PER FOOT OF SPAN. PROVIDE 6" MINIMUM BEARING AT EACH END, BUT NOT LESS THAN 1" PER FOOT OF SPAN. FILL 2 COURSES OF MASONRY BELOW BEARING POINT WITH GROUT. 5. WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TO ADJACENT WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TO ADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORT. 6. WHERE LINTELS OCCUR IN EXTERIOR WALLS, MINIMUM ANGLE THICKNESS SHALL BE " AND WHERE LINTELS OCCUR IN EXTERIOR WALLS, MINIMUM ANGLE THICKNESS SHALL BE " AND 516" AND SHALL BE HOT DIPPED GALVANIZED. 7. WHERE WALL THICKNESS EXCEEDS 12", PROVIDE ONE ADDITIONAL ANGLE FOR EACH ADDITION WHERE WALL THICKNESS EXCEEDS 12", PROVIDE ONE ADDITIONAL ANGLE FOR EACH ADDITION OF 4" OF WALL. 8. THIN FILM INTUMESCENT FIRE-RESISTIVE MATERIAL SHALL BE APPLIED TO ALL SURFACES OF THIN FILM INTUMESCENT FIRE-RESISTIVE MATERIAL SHALL BE APPLIED TO ALL SURFACES OF INTERIOR LINTELS AT OPENINGS EXCEEDING 4'-0"; SEE SPECIFICATION SECTION 07 81 23.

AutoCAD SHX Text

MAX. WALL OPENING

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text L5x3 x 12x 14

AutoCAD SHX Text

MASONRY WALL THICKNESS

AutoCAD SHX Text L3 x3x 12x3x 14

AutoCAD SHX Text L4x3 x 12x 14

AutoCAD SHX Text

4" WALL

AutoCAD SHX Text

6" WALL

AutoCAD SHX Text

8" WALL

AutoCAD SHX Text

12" WALL

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text L6x3 x 12x 14

AutoCAD SHX Text 2- L3 x2 x 12x2 x 12x 14

AutoCAD SHX Text 2- L3 x3 x 12x3 x 12x 14

AutoCAD SHX Text 2- L4x3 x 12x 14

AutoCAD SHX Text 2- L5x3 x 12x 14

AutoCAD SHX Text 2- L5x3x 14

AutoCAD SHX Text 2- L6x3 x 12x 38

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

AutoCAD SHX Text W 8x28 W/ 12" BEARING EA SIDE

AutoCAD SHX Text W 10x49 W/ 12" BEARING EA SIDE

AutoCAD SHX Text

MASONRY WALL STEEL LINTEL SCHEDULE

AutoCAD SHX Text 2- L5x5x 516

AutoCAD SHX Text 2- L5x5x 38

AutoCAD SHX Text 2- L5x5x 12

AutoCAD SHX Text 2- L5x5x 58

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

FEMALE

LOCKER

G605

MALE

LOCKER

G603

FEMALE

TOILET

G383

STORAGE

G609G609

BREAK

AREA

G607

TOILET

G610

CORRIDOR

G245NG245N

LACTATION

ROOM

G383A

VENDING /

KITCHENETTE

G608

CORRIDOR

0241N

TOILET

G611

CLOSET

OSOS

BUILDING 1

S S

S S S S

S S

S S S

S S

OSOS

OS OS

B-AE502

G607

9'-0"

G608G608

9'-0"

7'-2"

G609

9'-0"

G383G383

9'-0"

6'-

0" 6'-

9'-2" 8'-0" EQ EQ

6'-

0" 6'-

8'-6" 8'-6" 4'-0"

TYP

B-AE502

6'-4 1/2"

EXP

10'-0" 10'-0" 10'-0" 1'-10"

G605

8'-6"

G603

8'-6"

EQ EQ

G610

9'-0"

G611

9'-0"

ALIGN

B-AE502

2'- 6"

6'- 0"

EQ EQ

G383A

9'-0"

7'-5 12"

1'-8"

+/-1'-9 1/2"

B-AE502

SIM

B-AE502

SIM

ALIGN

7'-8 12"

7'-10"

B-AE504

4'-0"

6'-3"

1914 21

1312 1615

REFLECTED CEILING NOTES:

1. REVIEW PROJECT GENERAL NOTES ON SHEET B-AE002 PRIOR TO START OF WORK.

2. CENTER GRID IN ROOM, IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED.

3. REFER TO HVAC, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CEILING DEVICE INFORMATION. BRING CONFLICTS TO ATTENTION OF THE

A/E FOR FINAL COORDINATION AND RESOLUTION.

4. CENTER ALL CEILING FIXTURES, ACCESSORIES AND SPRINKLER HEADS WITHIN ACOUSTICAL CEILING TILE, UNLESS OTHERWISE NOTED.

5. IN GYPSUM BOARD CEILING CONSTRUCTION, ALIGN ALL CEILING FIXTURES, ACCESSORIES AND SPRINKLER HEADS WITH ADJACENT FIXTURES, UNLESS OTHERWISE NOTED. BRING ALL CONFLICTS TO ATTENTION OF A/E FOR FINAL COORDINATION AND RESOLUTION.

6. WHERE PLANS OR RCP CALLS FOR EXPOSED CEILINGS, CONTRACTOR SHALL CLEAN AND PREPARE THE UNDERSIDE OF THE EXISTING STRUCTURE

FOR NEW FINISHES PER DRAWINGS AND SPECIFICATIONS.

7. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS BUILDABLE AS SHOWN.REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS AND SPECIFICATIONS FOR THE DESIGN OF EACH SYSTEMS (DUCT SIZE, CIRCUITING, ETC.). DEVICES LOCATIONS SHALL BE AS SHOWN ON THE ARCHITECTURAL RCP's. IN CASES WHERE CONFLICTS ARISE BETWEEN THE LIGHTING AND OTHER CEILING DEVICES, CONTRACTOR SHALL OBTAIN WRITTEN

CLARIFICATION FROM THE A/E PRIOR TO START OF WORK IN QUESTION AND RELATED WORK.

8. LOCATE LIGHT SWITCHES 44 IN. (CL) ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.

9. CEILING TILE/GRID/HANGERS ARE NOT DESIGNED TO SUPPORT THE WEIGHT OF ADDITIONAL EQUIPMENT OR MATERIALS. SUPPORT CABLE, CONDUIT, FIXTURES, ETC. INDEPENDENTLY FROM THE STRUCTURE.

11. COORDINATE PLACEMENT OF REQUIRED WALL OR CEILING ACCESS PANELS WITH MEP EQUIPMENT REQUIRING ACCESS; A/E TO REVIEW PRIOR TO FRAMING. IMMEDIATELY ALERT A/E TO ACCESS PANELS REQUIRED BUT NOT INDICATED ON THE RCP.

12. LOCATE NEW SPRINKLER HEADS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13, INTERNATIONAL PLUMBING CODE (IPC) AND OTHER

APPLICABLE CODES.

13. SPRINKLER HEADS SHOWN ON THE ARCHITECTURAL RCP INDICATE HEAD LOCATIONS IN AREAS WHERE COORDINATION WITH ARCHITECTURAL DETAILS IS CRITICAL. CODE COMPLIANCE AND SPECIFIED COVERAGE MUST BE MAINTAINED. REFER TO FIRE PROTECTION DRAWINGS FOR REQUIRED SPRINKLER HEAD COVERAGE AND ADDITIONAL INFORMATION. IN LOCATIONS WHERE THE FIRE PROTECTION AND ARCHITECTURAL DRAWINGS ARE IN CONFLICT, CONTRACTOR SHALL OBTAIN WRITTEN CLARIFICATION FROM THE A/E PRIOR TO START OF WORK.

14. SPRINKLER CONTRACTOR SHALL VERIFY ALL COVERAGE OF NEW AND EXISTING (IF ANY) SPRINKLER HEADS. IF CODE CALLS FOR ADDITIONAL HEADS OR RELOCATION OF HEADS, CONTRACTOR TO INCLUDE THE COST FOR THIS WORK IN HIS BASE CONTRACT WORK PROPOSAL. CONTRACTOR SHALL FURNISH A/E WITH STAMPED SPRINKLER DRAWINGS PRIOR TO INSTALLATION OF SPRINKLER SYSTEM.

15. SUBMIT FIRE SPRINKLER LAYOUT FOR COORDINATION/APPROVAL BY A/E. PATTERN OF SPRINKLER LAYOUT SHALL COORDINATE WITH PATTERN OF

LIGHTING LAYOUT AND WITH OTHER CEILING COMPONENTS.

10. ACCESS PANELS ARE REQUIRED TO BE PROVIDED AS PART OF THE BASE CONTRACT WORK AT ALL GWB CEILINGS WHERE ACCESS TO NEW AND EXISTING FIRE ALARM ELECTRICAL JUNCTION BOXES / DEVICES AND MEP/ FIRE PROTECTION SYSTEM EQUIPMENT REQUIRING MAINTENANCE AND ACCESS.

COORDINATE FINAL MEP AND FIRE PROTECTION SHOP DRAWINGS WITH ACCESS DOOR LOCATIONS..

16. AT CORRIDORS AND ROOMS WITHOUT CEILINGS, OVERHEAD M,E,P SYSTEMS SHALL BE INSTALLED AT A MINIMUM OF 8'-0" CLEAR

ACOUSTICAL TILE CEILING (24X24)

GYPSUM CEILING

HVAC SUPPLY DIFFUSER

HVAC RETURN DIFFUSER

CEILING MOUNTED LOW VOLTAGE

OCCUPANCY SENSOR

RECESSED 1' X 4' LIGHT FIXTURE

ACCESS DOORS - COORDINATE EXACT

LOCATIONS WITH DIVISION 23; FIELD

COORDINATE LOCATIONS

SECURITY CAMERA (BY VA)

REFLECTED CEILING SYMBOLS

RECESSED 2' X 4' LIGHT FIXTURE

101101

9'-0"

ROOM NUMBER AND CEILING HEIGHT

PENDANT LINEAR LIGHT FIXTURE

CEILING MOUNTED RECESSED

WALLWASHER LIGHTING FIXTURE

EXIT LIGHT OUTLET WITH FIXTURE - SHADING INDICATES

LOCATION OF FACE(S). ARROWS INDICATE DIRECTIONAL

ARROWS WHERE REQUIRED. WALL MOUNTED SIGNS AT +

90" CENTERED ABOVE DOOR WHERE APPLICABLE

WALL MOUNTED LINEAR LIGHTING FIXTURE

RECESSED LINEAR LIGHTING FIXTURE -

LENGTH AS SHOWN ON THE PLANS

PENDANT INDUSTRIAL LIGHT FIXTURE

CEILING MOUNTED RECESSED DOWNLIGHT

RECESSED 2' X 2' LIGHT FIXTURE

PENDANT SPRINKLER

UPRIGHT SPRINKLER

U-3

M G

2'-6"

M G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh 1, 2 and 6

Key Plan

Balance of Work

9/12/2022

B-AE801

PARTIAL GROUND FLOOR

REFLECTED CEILING PLAN

DZ JH / DZ

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

8'4'0 16'

PARTIAL GROUND REFLECTED CEILING PLAN

PLAN

NORTH

1 EXISTING LIGHT FIXTURE TO BE RE-INSTALLED.

2 REFER B1/B-AE502 FOR CEILING-HUNG TOILET PARTITION DETAIL.

PATCH AND REPAIR / EXTEND EXISTING GWB CEILING AS REQUIRED DUE TO ADJACENT CONSTRUCTION OR DEMOLITION WORK.

PROVIDE ACCESS PANEL SIZED FOR TRAP PRIMER MAINTENANCE / VALVES ABOVE GWB CEILING. COORDINATE FINAL LOCATION WITH PLUMBING.

EXTEND EXISTING ACT ASSEMBLY AS REQUIRED DUE TO ADJACENT CONSTRUCTION OR DEMOLITION WORK. REPLACE CUT GRID ASSEMBLY ASSEMBLIES WITH "NEW".

EXTEND EXISTING GWB CEILING / SUSPENSION ASSEMBLY AT SAME ELEVATION AS EXISTING INTO THE "NEW" CONSTRUCTION / CEILING AREA.6

ELECTRICAL PULL BOX; PAINT ALL EXPOSED SURFACES P-1 SEMI-GLOSS (GLOSS LEVEL 5). SEE ELECTRICAL FOR LABELING REQUIREMENTS.8

CAREFULLY REMOVE / SALVAGE / AND PROTECTIVELY STORE FOR RE-USE THE EXISTING ACOUSTICAL CEILING TILES AND SUSPENSION GRID SYSTEM AS REQUIRED TO INSTALL THE SPRINKLER SYSTEM TIE-IN / MODIFICATIONS. SEE B-FX110 FOR SPRINKLER PIPE ROUTING. REMOVAL OF ACT ASSEMBLY IS REQUIRED TO BE CONDUCTED AFTER-HOURS TO AVOID CONFLICT WITH VAMC OPERATIONS. COORDINATE / SCHEDULE DEMOLITION ACTIVITIES AND ACCESS WITH VA CFM OFFICE TWO WEEKS (MIN.) IN ADVANCE OF WORK. AREA OF WORK SHALL BE CLEANED UP AND READY FOR VAMC OPERATIONS BY THE NEXT BUSINESS DAY. DAMAGED ACT AND SUSPENSION GRID AS A RESULT OF WORK ACTIVITIES SHALL BE REPLACED WITH NEW COMPONENTS TO MATCH EXISTING

NEW LIGHT FIXTURE TO MATCH EXISTING ON INDEPENDENT SUPPORT ASSEMBLIES FROM DECK ABOVE. COORDINATE WITH ELECTRICAL DRAWINGS.10

KEYNOTES#

(SPECIFIC TO THIS

DRAWING ONLY)

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

8'4'0 16'

PARTIAL GROUND FLOOR REFLECTED CEILING PLAN

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

8'4'0 16'

PARTIAL GROUND FLOOR REFLECTED CEILING PLAN

PLAN

NORTH

PLAN

NORTH

RE-INSTALL SALVAGED LIGHT FIXTURE ON "NEW" SUPPORT ASSEMBLIES FROM DECK ABOVE. COORDINATE WITH ELECTRICAL DRAWINGS

EXISTING FIXTURE TO BE DEMO'ED. SEE DETAIL F6 / B-AD101 AND ELECTRICAL DRAWINGS FOR REQUIREMENTS.12 PROVIDE ACCESS PANEL SIZED FOR VALVE(S) ACCESS ABOVE GWB CEILING. COORDINATE FINAL LOCATION WITH PLUMBING.13

EXISTING FIXTURE TO BE SALVAGED; SEE DEMOLITION PLAN DETAIL F6 / B-AD101 AND ELECTRICAL DRAWINGS FOR REQUIREMENTS.

AutoCAD SHX Text

ELEC

AutoCAD SHX Text G616

AutoCAD SHX Text

TELEPHONE EQUIPMENT

AutoCAD SHX Text G116W

AutoCAD SHX Text

MECHANICAL RM

AutoCAD SHX Text G500A

AutoCAD SHX Text

STAIR

AutoCAD SHX Text 121W

AutoCAD SHX Text G119W

AutoCAD SHX Text

G122WA

AutoCAD SHX Text G129W

AutoCAD SHX Text

ENGINEERING STORAGE

AutoCAD SHX Text G133W

AutoCAD SHX Text

AutoCAD SHX Text G116

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 143C

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text G130W

AutoCAD SHX Text

LAUNDRY CHUTE

AutoCAD SHX Text G144W

AutoCAD SHX Text

MAIL / COPY

AutoCAD SHX Text G140W

AutoCAD SHX Text

STAIR

AutoCAD SHX Text 1-4

AutoCAD SHX Text

KITCHENETTE

AutoCAD SHX Text 0142C

AutoCAD SHX Text

CLOTHING STORAGE

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

CAB

AutoCAD SHX Text G001W

AutoCAD SHX Text

MALE TOILET

AutoCAD SHX Text G382

AutoCAD SHX Text

SHAFT

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

ELEV LOBBY

AutoCAD SHX Text G001

AutoCAD SHX Text

WASHER DRYER

AutoCAD SHX Text G003

AutoCAD SHX Text

CLOSET

AutoCAD SHX Text G004

AutoCAD SHX Text

FEMALE TOILET

AutoCAD SHX Text G606

AutoCAD SHX Text

MALE TOILET

AutoCAD SHX Text G604

AutoCAD SHX Text

PE #1

AutoCAD SHX Text

PE #2

AutoCAD SHX Text

PE #3

AutoCAD SHX Text

PE #4

AutoCAD SHX Text

PE #5

AutoCAD SHX Text

PE #6

AutoCAD SHX Text

PE #7

AutoCAD SHX Text

PE #8

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SE #12

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SE #10

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SE #9

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MECHANICAL RM

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FSP

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FSP

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FSP

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FSP

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FSP

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SPR

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SPR

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SPR

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SPR

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SPR

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SPR

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MATCHLINE, FOR CONTINUATION, SEE C-FX101

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SPR

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FUTURE SIM CENTER

AutoCAD SHX Text G614

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PLUMBING EQUIPMENT

AutoCAD SHX Text G955

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TEL. RM.

AutoCAD SHX Text G632

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ELEC. ROOM

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IT (TR-C)

AutoCAD SHX Text G922

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BUILDING SUPPORT

AutoCAD SHX Text G953

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STAIR

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AREAWAY (E)

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BLDG 3

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BLDG 2

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BLDG 4 / 5

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E A S T 25 TH STREET

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BLDG 1

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14B 15B 16B 17B 18B 19B 20B 21B 22B 23B

G010AG010A

9'-0"

G011G011

9'-0"

G012G012

9'-0"

4'- 0"

2'-

0" EQEQ

4'- 0"

2'-

0"EQEQ

7'-2"

9'-0" 9'-0"

REFLECTED CEILING NOTES:

1. REVIEW PROJECT GENERAL NOTES ON SHEET B-AE002 PRIOR TO START OF WORK.

2. CENTER GRID IN ROOM, IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTED.

3. REFER TO HVAC, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL CEILING DEVICE INFORMATION. BRING CONFLICTS TO ATTENTION OF THE

A/E FOR FINAL COORDINATION AND RESOLUTION.

4. CENTER ALL CEILING FIXTURES, ACCESSORIES AND SPRINKLER HEADS WITHIN ACOUSTICAL CEILING TILE, UNLESS OTHERWISE NOTED.

6. WHERE PLANS OR RCP CALLS FOR EXPOSED CEILINGS, CONTRACTOR SHALL CLEAN AND PREPARE THE UNDERSIDE OF THE EXISTING STRUCTURE

FOR NEW FINISHES PER DRAWINGS AND SPECIFICATIONS.

CLARIFICATION FROM THE A/E PRIOR TO START OF WORK IN QUESTION AND RELATED WORK.

8. LOCATE LIGHT SWITCHES 44 IN. (CL) ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED.

9. CEILING TILE/GRID/HANGERS ARE NOT DESIGNED TO SUPPORT THE WEIGHT OF ADDITIONAL EQUIPMENT OR MATERIALS. SUPPORT CABLE, CONDUIT, FIXTURES, ETC. INDEPENDENTLY FROM THE STRUCTURE.

12. LOCATE NEW SPRINKLER HEADS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13, INTERNATIONAL PLUMBING CODE (IPC) AND OTHER

APPLICABLE CODES.

15. SUBMIT FIRE SPRINKLER LAYOUT FOR COORDINATION/APPROVAL BY A/E. PATTERN OF SPRINKLER LAYOUT SHALL COORDINATE WITH PATTERN OF

LIGHTING LAYOUT AND WITH OTHER CEILING COMPONENTS.

COORDINATE FINAL MEP AND FIRE PROTECTION SHOP DRAWINGS WITH ACCESS DOOR LOCATIONS..

16. AT CORRIDORS AND ROOMS WITHOUT CEILINGS, OVERHEAD M,E,P SYSTEMS SHALL BE INSTALLED AT A MINIMUM OF 8'-0" CLEAR

ACOUSTICAL TILE CEILING (24X24)

GYPSUM CEILING

HVAC SUPPLY DIFFUSER

HVAC RETURN DIFFUSER

SEMI-RECESSED SPRINKLER

CEILING MOUNTED LOW VOLTAGE

OCCUPANCY SENSOR

RECESSED 1' X 4' LIGHT FIXTURE

ACCESS DOORS - COORDINATE EXACT

LOCATIONS WITH DIVISION 23; FIELD

COORDINATE LOCATIONS

SECURITY CAMERA (BY VA)

REFLECTED CEILING SYMBOLS

UPRIGHT SPRINKLER

RECESSED 2' X 4' LIGHT FIXTURE

101101

9'-0"

ROOM NUMBER AND CEILING HEIGHT

PENDANT LINEAR LIGHT FIXTURE

CEILING MOUNTED RECESSED

WALLWASHER LIGHTING FIXTURE

EXIT LIGHT OUTLET WITH FIXTURE - SHADING INDICATES

LOCATION OF FACE(S). ARROWS INDICATE DIRECTIONAL

ARROWS WHERE REQUIRED. WALL MOUNTED SIGNS AT +

90" CENTERED ABOVE DOOR WHERE APPLICABLE

WALL MOUNTED LINEAR LIGHTING FIXTURE

RECESSED LINEAR LIGHTING FIXTURE -

LENGTH AS SHOWN ON THE PLANS

PENDANT INDUSTRIAL LIGHT FIXTURE

CEILING MOUNTED RECESSED DOWNLIGHT

RECESSED 2' X 2' LIGHT FIXTURE

VRF CASSETTE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh 1, 2 and 6

Key Plan

Balance of Work

9/12/2022

B-AE803

BUILDING 2 PARTIAL GROUND

FLOOR REFLECTED CEILING PLAN

DZ JH / DZ

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

8'4'0 16'

PARTIAL GROUND REFLECTED CEILING PLAN

PLAN

NORTH

KEYNOTES#

(SPECIFIC TO THIS

DRAWING ONLY)

RE-INSTALL EGGCRATE CEILING ASSEMBLY TO LIKE NEW CONDITION AT AREAS REMOVED FOR NEW DUCTWORK / VRF SYSTEM INSTALLATION. DAMAGED CEILING COMPONENTS AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO MATCH EXISTING.

PATCH AND REPAIR / RE-INSTALL MOISTURE RESISTANT GWB CEILING ASSEMBLY, LIGHTS, ACCESS DOORS AS REQUIRED AT AREA REMOVED FOR THE NEW DUCTWORK /

VRF SYSTEM INSTALLATION. PAINT P-1.

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STORAGE

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CARPENTRY SHOP

AutoCAD SHX Text G013A

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PLUMBING STORAGE

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TRANSPORTATION

AutoCAD SHX Text G008S

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OXYGEN

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TANK

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STAIR #2

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LOCKER RM

AutoCAD SHX Text G010A

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TOILET

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TOILET

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BREAK RM

AutoCAD SHX Text G010

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ELEV

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MACH

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ELEV

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STORAGE

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SPRINKLER

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VALVES

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STORAGE

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SRC

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BF1

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BF2

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BLDG 3

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BLDG 2

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BLDG 4 / 5

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E A S T 25 TH STREET

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BLDG 1

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G605

MALE

LOCKER

G603

FEMALE

TOILET

G383

STORAGE

G609G609

BREAK

AREA

G607

TOILET

G610

CORRIDOR

G245NG245N

LACTATION

ROOM

G383A

S S

S S S S

SSS

S S

VENDING /

KITCHENETTE

G608

CORRIDOR

0241N

S S S

TOILET

G611

S S

CLOSET

B-AE501

CT-1

LK-1

LK-1LK-1

P-2

P-5

LK-1

P-2

-3

B-AE501

3 CT-1

VP-3

4 54 5

B-AE501

4 5

B-AE501

4 5

B-AE501

CG-2

CG-2 CG-2 CG-2

CG-2

4 5

CG-2

RES 5-2

CG-2 CG-2

CG-2

22 23

BUILDING 1

S S

S S S S

SSS

S S

S S S

S S

FINISH NOTES:

1. FINISH PLANS ARE TO DENOTE LOCATIONS WHERE CHANGE IN FINISH / MULTIPLE FINISHES OCCUR. REFER TO B-AF602 FOR COMPLETE SCHEDULE ON FINISHES

AND COLORS.

2. REFER TO SHEET AE001 FOR TYPICAL PLAN LEGENDS AND SYMBOLS .

3. REFER TO SHEET B-AE002 FOR GENERAL NOTES.

4. MANUFACTURER’S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES AND PATTERNS. PRODUCTS OF OTHER MANUFACTURER’S EQUIVALENT TO COLORS, FINISHES, TEXTURES AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS WILL BE ACCEPTABLE UPON APPROVAL IN WRITING BY VA CFM OFFICE / A/E FOR FINISH REQUIREMENTS.

5. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.

6. ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED AS PER MANUFACTURE’S SPECIFICATIONS AND ALL CONSTRUCTION SHALL BE INDUSTRY STANDARD OR

BETTER.

7. ONLY NEW ITEMS OF RECENT MANUFACTURING AND FREE OF DEFECTS SHALL BE PERMITTED IN THE WORK UNLESS OTHERWISE NOTED. REJECTED ITEMS SHALL BE REMOVED IMMEDIATELY FROM THE WORK AND REPLACED WITH ITEMS OF QUALITY SPECIFIED AT NO COST TO THE GOVERNMENT.

8. WHERE ITEMS OF SURFACES ARE NOT SPECIFICALLY MENTIONED, PAINT THE SAME AS SIMILAR ADJACENT MATERIALS OR AREA. IF COLOR OR FINISH IS NOT

DESIGNATED, ARCHITECT WILL SELECT FROM STANDARD COLORS OR FINISHES AVAILABLE.

9. PAINT ALL WALLS AND GWB CEILINGS P-1, UON. ALL METAL DOORS AND WINDOW FRAMES SHALL PAINTED TO MATCH ADJACENT WALL FINISH, UON. REFER TO

SHEET B-AE602 FOR EXCEPTIONS.

10. DO NOT INCLUDE PAINTING WHEN FACTORY-FINISHING OR INSTALLER FINISHING IS SPECIFIED FOR SUCH ITEMS AS, BUT NOT LIMITED TO, METAL TOILET ENCLOSURES, PRE-FINISHED PARTITION SYSTEMS, ACOUSTICAL MATERIALS, ARCHITECTURAL WOODWORK AND CASEWORK, STAINLESS STEEL ELEVATOR ENTRANCE DOORS AND FRAMES, LIGHT FIXTURES, SWITCHGEAR AND DISTRIBUTION CABINETS. GRILLES, WALL / CEILING DIFFUSERS, ELECTRICAL PANELS, ACCESS PANELS, ETC. WHICH ARE EXPOSED IN FINISH SPACES SHALL BE PAINTED IN SEMI-GLOSS (GLOSS LEVEL 5) PAINT TO MATCH THE SURFACE ON WHICH THEY OCCUR.

11. REFER TO B-AE800 SERIES DRAWINGS FOR CEILING FINISH DISTRIBUTION AND CEILING HEIGHTS.

12. REFER TO B-AF601 AND B-AE 100 SERIES DRAWINGS FOR EXTENT OF WALL PROTECTION.

13. WHERE EXPOSED CEILING IS INDICATED, PAINT OVERHEAD EXPOSED STRUCTURE, PIPING, DUCT WORK, AND OTHER CEILING ELEMENTS NOT PROHIBITED BY CODE, P-2, UON. PROTECT SPRINKLERS PRIOR TO PAINTING. REFER TO SPECIFICATIONS FOR INFORMATION REGARDING PAINTING OF MECHANICAL, ELECTRICAL, AND FIRE PROTECTION EQUIPMENT. REFER TO IDENTITY SCHEDULE IN SPECIFICATION SECTION 09 91 00 "PAINTING" FOR LABELING.

14. FLOORING FINISHES TO RUN UNDER ALL MILLWORK, EQUIPMENT, LOCKERS AND RAISED MECHANICAL / EQUIPMENT PLATFORMS.

15. REFER TO B-AI201 FOR TYPICAL MOUNTING HEIGHTS.

16. ALL NEW AND EXISTING HOUSEKEEPING PADS WITHIN THE PROJECT LIMITS TO BE PAINTED P-7 (FEDERAL SAFETY YELLOW).

FINISH PATTERN LEGEND:

1914 21

1312 1615

CT-1

RES 5-2

M G

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA…

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File details come from the government source that posted it. Updated Feb 29, 2024.