57826016_Addendumnumber2_08202026.pdf

TO: Chuck Smith, COR

Edward J. Hines Jr. VAMC

5000 5th Ave, Hines, IL 60141

PROJECT NAME: Renovations to Building 217 – CLIN 001 Phase 2

CONTRACT NO: 36C25223C0071

STATION PROJECT NO: 578-20-002

A/E PROJECT NO: 23-009

Addendum #2

ISSUE DATE: 08/20/2026

The following instructions and the listed documents below are hereby modified to be incorporated as part of the contract documents.

Drawings:

Sheet AD407 ARCHITECTURAL – ENLARGED DEMOLITION PLAN – DEMENTIA UNIT

1. Revision to show demolition of Stairwell Door 1-1.

Sheet AE403.1 ARCHITECTURAL – ENLARGED PLAN – DINING ROOM 2A18

1. Dimension added to clarify height of borrowed light PNL-2 above finished floor.

Sheet AE407 ARCHITECTURAL – ENLARGED PLAN – DEMENTIA UNIT

1. Revision to show installation of new stairwell door 1-1.

Sheet AE601

1. Added Door 1-1 to schedule.

2. Revised Doors 1B80A, 1B80B, and 1B180C to be HM with paint finish.

3. Revised Frame type for Door C148 to F3.

4. Revised Hardware set for door 1B151 to HW-SH-9.

Specifications

Section 08 71 00

1. Added door hardware set HW-1A.

2. Added door hardware set HW-SH-9.

Section 32 90 00

1. Added specification section to provide requirements for re-seeding.

END OF Addendum #2

H

G

F1

E

D

C

B

A

1515.11617

N16N15

S19

S18

S17

S16.1

S15.1

S14.1

N14

N13

N12

N11 N10

N9

N8

N6

ADP.1

ADP.1

ADP.1

ADP.2

ADP.2

ADP.4

ADP.1

ADP.1

ADP.1

ADP.2

ADP.2

ADP.4

ADP.1

ADP.1

ADP.1

ADP.2 ADP.2

ADP.4

ADP.1

ADP.1

ADP.2

ADP.4

ADP.1

ADP.2

ADP.1

ADP.1

ADP.1

ADP.4

ADP.2

ADP.2

ADP.2

ADP.1

ADP.1

ADP.2

ADP.1

ADP.1

ADP.2

ADP.2

ADP.1

ADP.1

ADP.1

ADP.4

ADP.2

ADP.1

ADP.1

ADP.1

ADP.2

ADP.2

ADP.4

ADP.1

ADP.1

ADP.1

ADP.2

ADP.2

ADP.4

ADP.2

ADP.1

ADP.4

ADP.2

ADP.1

ADP.1

ADP.1

ADP.1

ADP.2

ADP.4

ADP.1

ADP.2

ADP.1

ADP.1

ADP.3

ADP.3

ADP.3

ADP.3

ADP.2

ADP.2

ADP.10

ADP.11

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.12

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.18

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.20

ADP.2

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.21

ADP.1

ADP.1 ADP.23

MECHANICAL

1A114

PANTRY

1B136

SOILED

UTILITY

1B146

HAC

1B147

SHOWER

1B135

CONFERENCE

ROOM

1B133

TOILET

1B148

SOILED

UTILITY

1B151

BEDROOM

1B152

TOILET

1B153

BEDROOM

1B155

BEDROOM

1B156

TOILET

1B157

BEDROOM

1B159

TOILET

1B161

BEDROOM

1B160

BEDROOM

1B164

TOILET

1B165

BATH

1B166

BEDROOM

1B167

BEDROOM

1B168

TOILET

1B169

BEDROOM

1B171

BEDROOM

1B172

BEDROOM

1B175

BEDROOM

1B176

TOILET

1B177

BEDROOM

1B178

TOILET

1B179

TOILET

1B173

TOILET

1B174

TOILET

1B170

TOILET

1B158

TOILET

1B154

EQUIP.

ROOM

1B151A

OFFICE

1B139

OFFICE

1B141

ELECT.

1B143

SUPPLY

1B142

STORAGE

1B145

EMS

1B145A

LOUNGE

1B80

BEDROOM

1B162

82 SF

BATH

1B163

313 SF

BEDROOM

1B149

STAFF

TOILET

1B135A

A. REFER TO GI003 “CONSTRUCTION PERIOD STAGING OF WORK –

GENERAL NOTES” REGARDING THE VA’S DISCRETION IN SELECTING

WORK TO BE DONE AFTERHOURS/OFF-HOURS.

B. REFER TO DEMOLITION NOTES ON GI002.

C. ON SURFACES AND PARTITIONS INDICATED TO REMAIN, REMOVE ALL

WALL MOUNTED ITEMS AND DEVICES INCLUDING CORNER GUARDS,

HANDRAILS, CHAIR RAILS, AND ALL SURFACE FINISHES INCLUDING

CERAMIC WALL TILE AND VINYL WALL COVERING. REFER TO NOTES

AND SPECIFICATIONS REGARDING PREPARATION OF SURFACES FOR

NEW FINISHES.

D. WHERE EXISTING CONSTRUCTION IS INDICATED TO BE REMOVED,

REMOVE ALL MOUNTED ACCESSORIES, CORNER GUARDS,

HANDRAILS, ETC. PATCH ABUTTING WALLS, FLOORS, CEILINGS, AND

ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.

REMOVE EXISTING ITEMS SCHEDULED TO REMAIN AS NECESSARY TO

ALLOW THE COMPLETE DEMOLITION WORK. REPAIR/REPLACE SUCH

ITEMS ONCE DEMOLITION IS COMPLETED.

E. IN AREAS OF WORK, CONTRACTOR TO REMOVE ALL EXISTING FLOOR

FINISHES AND ASSOCIATED MASTIC AND PREP FOR NEW FLOORING

AS SCHEDULED.

F. REFER TO CORRESPONDING STRUCTURAL, HAZARDOUS, AND

M/E/P/FP SHEETS FOR FULL SCOPE OF DEMOLITION WORK.

G. SEE M/E/P/FP AND STRUCTURAL DRAWINGS FOR ADDITIONAL

OPENINGS THAT MAY BE REQUIRED THROUGH EXISTING PARTITIONS

AND WALLS INDICATED TO REMAIN. PROVIDE SHOP DRAWINGS FOR

COORDINATION.

GENERAL NOTES DEMOLITION

FLOOR PLAN

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED, INCLUDING ALL

MOUNTED ACCESSORIES, CORNER GUARDS, HANDRAILS,

ETC. PATCH ABUTTING WALLS, FLOORS, CEILINGS AND

ROOF AS REQUIRED. REMOVE EXISTING ITEMS SCHEDULED

TO REMAIN AS NECESSARY TO ALLOW THE COMPLETE

DEMOLITION OF SELECTED ITEMS. REPAIR/REPLACE

EXISTING ITEMS ONCE DEMOLITION IS COMPLETED.

DEMOLITION PLAN LEGEND

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

BUILDING 217 KEY PLANN

08/20/2026

ARCHITECTURAL - ENLARGED DEMOLITION

PLAN - DEMENTIA UNIT

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

AD407

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

N 1/8" = 1'-0"

ARCHITECTURAL - DEMOLITION PLAN - ENLARGED - DEMENTIA UNIT

ADP.1 REMOVE REMOVE EXISTING PLUMBING FIXTURE AND ALL ASSOCIATED

CARRIERS IN THEIR ENTIRETY. SEE PLUMBING DRAWINGS FOR EXTENT

OF PIPING AND ACCESSORY DEMOLITION.

ADP.2 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY.

ADP.3 REMOVE EXISTING CASEWORK IN ITS ENTIRETY.

ADP.4 REMOVE EXISTING METAL FOOTLOCKER IN ITS ENTIRETY. PATCH AND

PAINT EXISTING WALLS WITHIN ALCOVE CREATED BY REMOVAL OF

FOOTLOCKER AS TO LEAVE NO EVIDENCE OF PATCHING.

ADP.10 REMOVE EXISTING FURNITURE SYSTEM NURSES STATION IN ITS

ENTIRETY.

ADP.11 REMOVE PORTION OF EXISTING WALL TO ALLOW FOR INSTALLATION

OF DOOR.

ADP.12 REMOVE EXISTING QUARTZ WINDOW SILL IN ITS ENTIRETY. PREP

OPENING FOR INSTALLATION OF WINDOW SILL AS SCHEDULED.

ADP.18 REMOVE PORTION OF EXISTING CONCRETE SLAB ON GRADE.

ADP.20 REMOVE EXISTING GYPSUM BOARD AND INSULATION ON INTERIOR

FACE OF EXISTING WALL. PREP EXISTING STUDS FOR INSTALLATION

OF INSULATION AND GYPSUM BOARD.

ADP.21 REMOVE EXISTING FLOOR FINISH IN ITS ENTIRETY. LEVEL EXISTING

SUBFLOOR, ASSUME MINIMUM 3/4" DEPTH OF LEVELING. PREP FLOOR

PER MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF NEW

FINISHES.

ADP.23 REMOVE EXISTING HIGH DENSITY STORAGE SHELVING AND TRACKS IN

THEIR ENTIRETY.

DEMOLITION PLAN KEY NOTES

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

100% CONSTRUCTION DOCUMENTS 06/10/2026

Addendum #2 08/20/2026

AE551

Sim

RB-1

WP-1

RB-1 RB-1

WP-1

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

WP-13 WP-13 WP-13

PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2 PNL-2

SS-3

EQ EQ EQ EQ EQ EQ EQ EQ

5'

- 0

AE552

Sim

3'

- 0

AE551

Sim

RB-1

WP-1

RB-1

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0780

F0225

F0225 F0225

F0225

F0225 F0780

F0225WP-1

WP-13

AE551

Sim

AE551

Sim

F0225

F0225

F0780

F0225

F0225 F0225 F0225 F0225 F0225

SS-3

WP-1

WP-1

WP-1

F0225 F0225 F0225

RB-1WP-13

SS-3

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

08/20/2026

ARCHITECTURAL - ENLARGED PLAN - DINING

ROOM 2A18

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

AE403.1

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

1/2" = 1'-0"

ELEVATION - 2A18 EAST

1/2" = 1'-0"

ELEVATION - 2A18 NORTH

1/2" = 1'-0"

ELEVATION - 2A18 WEST

1/2" = 1'-0"

ELEVATION - 2A18 SOUTH

Revisions: Date:

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

100% CONSTRUCTION DOCUMENTS 06/10/2026

FEC

F E

C

FEC

FEC

H

G

F1

E

D

C

B

A

1515.11617

N16

N15

S19

S18

S17

S16.1

S15.1

S14.1

N14

N13

N12

N11

N10

N9

N8

N6

109 SF

CLEAN

UTILITY

1B152

240 SF

DEMENTIA

PATIENT

ROOM

1B155

239 SF

DEMENTIA

PATIENT

ROOM

1B156

245 SF

DEMENTIA

PATIENT

ROOM

1B159

149 SF

MULTIPURPOSE

ROOM

1B160

238 SF

DEMENTIA

PATIENT

ROOM

1B162

236 SF

DEMENTIA

PATIENT

ROOM

1B164

232 SF

DEMENTIA

PATIENT

ROOM

1B167

238 SF

DEMENTIA

PATIENT

ROOM

1B168

235 SF

DEMENTIA

PATIENT

ROOM

1B171

239 SF

DEMENTIA

PATIENT

ROOM

1B172

235 SF

DEMENTIA

PATIENT

ROOM

1B175

8' -

3/4

242 SF

DEMENTIA

PATIENT

ROOM

1B176

0"

8' - 5 7/16"

' - 1

1 9 /16

' - 1

0 1 1/1

6"

' - 2

/16

1/

8"

/8

/1

6"

9/

1' - 0"

72 SF

BATHROOM

1B165

64 SF

BATHROOM

1B166

66 SF

BATHROOM

1B169

65 SF

BATHROOM

1B170

67 SF

BATHROOM

1B173

65 SF

BATHROOM

1B174

75 SF

BATHROOM

1B177

67 SF

BATHROOM

1B154

65 SF

BATHROOM

1B157

67 SF

BATHROOM

1B158

60 SF

PUBLIC

TOILET

1B161

78 SF

BATHROOM

1B163

1B135A

1B80B

1B80A

1B176

1B175

1B171

1B168

1B167

1B164

1B158

1B

1B154

1B180C

1B172

A E .5

A E .4

110 SF

SOILED

UTILITY

1B153

27 SF

CLEAN

LINEN

1B151

1B151

3' - 6"

5' - 6"

7' - 8 1

/4"

6' - 9 9

/16

' - 4

7/1 6"

' - 9

/16

6' - 8 1

5/1 6"

A E

.3

5/

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

1' - 6 7/16"

1' - 2 9/16"

1' - 3 1/8"

1' - 0 5/16"

3' - 0"

3' - 0"

3' - 0"

3' - 0"

1' - 0 1/4"

1' - 0 1/4"

44 SF

STAFF

TOILET

1B135A

347 SF

STAFF

WORK

AREA

1B142

210 SF

SHOWER

ROOM

1B135

6' - 7 1/8"

A E .2

AE407.1

AE407.2

AE407.6

A E

.2

A E

.2

1B159 1B156

1B155

1B

1B153

1B162

1B

1B165

1B

1B169

1B

1B173

1B

1B177

A E .2

3/

4"

5/ 8"

3/

4"

/8

/8

7'

- 1

/8

STAIR

1-1

1-1

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK –

GENERAL NOTES” REGARDING THE VA’S DISCRETION IN SELECTING

WORK TO BE DONE AFTERHOURS/OFF-HOURS.

B. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK

C. REFER TO GENERAL NOTES ON GI001 AND GI002.

D. REFER TO SHEET SERIES AF AND QH FOR FINISHES AND EQUIPMENT.

E. REFER TO SHEET ANNN FOR DETAILS FOR WALL GUARDS, CRASH

RAILS, HANDRAILS, INTEGRAL COVE BASE, CORNER GUARDS.

F. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING

FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL

DRAWINGS FOR FULL SCOPE OF CONSTRUCTION WORK.

G. UNLESS OTHERWISE NOTED ALL WALLS TO BE TYPE '1'. REFER TO

SHEET AE501 FOR PARTITION TYPES.

H. REFER TO SHEET AE601 FOR DOOR AND WINDOW SCHEDULES.

I. ALL DIMENSIONS ARE TO THE FINISHED FACE.

J. SEAL/FIRESTOP ALL OPENINGS IN ALL FIRE RATED WALLS TO

CREATE A CONTINUOUS SYSTEM. INCLUDES ALL EXPOSED CONDUIT

AND PIPING.

K. EACH PARTITION NOTED TO CARRY AN ACOUSTIC RATING SHALL

CARRY THAT RATING IN THE ENTIRETY OF ITS CONSTRUCTION TO

CREATE A CONTINUOUS SYSTEM. INCLUDES PLACEMENT AND

SEALING OF PENETRATIONS, JUNCTION BOXES, ETC. UNLESS NOTED

OTHERWISE, PARTITIONS SHALL EXTEND TO THE STRUCTURE ABOVE

AND ACCOMMODATE ITS PROFILE.

L. NEW DOOR INSTALLATIONS SHALL COMPLY WITH THE FOLLOWING

UNLESS OTHERWISE NOTED: (A) ON THE PUSH SIDE OF DOORS:

PROVIDE A MINIMUM CLEARANCE OF 12" AT THE LOCK/LATCH SIDE

FACE OF DOOR FRAME OPENING TO ANY FIXED CONSTRUCTION

THAT WOULD BE ADJACENT TO THE FACE OF PARTITION. (B) ON THE

PULL SIDE OF DOORS: PROVIDE A MINIMUM CLEARANCE OF 18" AT

THE LOCK/LATCH SIDE FACE OF DOOR FRAME OPENING TO ANY

FIXED CONSTRUCTION THAT WOULD BE ADJACENT TO THE FACE OF

PARTITION. (C) IN METAL FRAMED GYPSUM BOARD PARTITIONS

TYPICALLY ON THE PULL SIDE OF DOORS WHERE THE HINGE SIDE OF

A DOOR FRAME IS PLACED ADJACENT TO ANY FIXED CONSTRUCTION,

LOCATE THE DOOR SIDE FRAME OPENING 4" FROM THE FIXED

CONSTRUCTION.

M. PROVIDE METAL BACKING PLATE AT ALL WALL MOUNTED ITEMS, SEE

EQUIPMENT PLANS AND SCHEDULES.

N. NEW SUBSURFACE FLOOR PREPARATION: THE EXISTING CONCRETE

FLOOR SUB-SURFACES RESULTING FROM THE REMOVAL OF OLD

FLOOR FINISHES (I.E., CERAMIC TILE, VCT, MASTICS, VINYL SHEETS,

ABATEMENTS, CARPETING, ETC.) OR GOING OVER CONCRETE FLOOR

REPAIRS OR INFILLS SHALL BE ENTIRELY SKIM COATED TO A

SMOOTH AND LEVEL FINISH, TO BE LEVEL WITH ALL ADJACENT

FLOOR SURFACES REQUIRING EXISTING FLOOR FINISH REMOVALS

AND/OR NEW FLOOR FINISHES, SUCH THAT THE FINAL FINISHED

FLOORS ARE SMOOTH AND LEVEL AND HAVE FINISH TRANSITIONS AS

SHOWN AND INTENDED. FOR BIDDING PURPOSES, FLOOR SKIM

COATING SHALL BE FIGURED AT 3/4” THICKNESS AVERAGE

O. FURRED PARTITIONS EXTEND TO STRUCTURE ABOVE, UNLESS

NOTED OTHERWISE.

GENERAL NOTES FLOOR PLAN

EXISTING

CONSTRUCTION

TO REMAIN

NEW PARTITION

WALL

MATCHLINE

LIMITS OF NEW

CONSTRUCTION

FIRE

EXTINGUISHER

CABINET - REFER

TO DETAIL AE561

FLOOR PLAN LEGEND

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

BUILDING 217 KEY PLANN

08/20/2026

ARCHITECTURAL - ENLARGED PLAN -

DEMENTIA UNIT

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

AE407

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

N 1/8" = 1'-0"

ARCHITECTURAL - ENLARGED PLAN - DEMENTIA UNIT

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

100% CONSTRUCTION DOCUMENTS 06/10/2026

P

P

P

E

DOOR AND FRAME TYPE ELEVATIONS

SE

E

DO

OR

S

CH

ED

UL

E

SEE DOOR SCHEDULE

FRAME TYPE F1

SE

E

DO

OR

S

CH

ED

UL

E

DOOR TYPE D1

SEE DOOR SCHEDULE

DOOR TYPE D2

SEE DOOR SCHEDULE

SE

E

DO

O

R

SC

HE

DU

LE

DOOR TYPE D3

SEE DOOR SCHEDULE

SE

E

DO

OR

S

CH

ED

UL

E

3' - 6" 1' - 6"EQ EQ

2" 2"2"

SE

E

DO

OR

S

CH

ED

UL

E

SEE DOOR SCHEDULE

FRAME TYPE F2

2" 2"2"

DOOR TYPE D4

10" 10"

SEE DOOR SCHEDULE

SE

E

DO

OR

S

CH

ED

UL

E

1'

- 0

2"

2"

FRAME TYPE F3

SE

E

DO

OR

S

CH

ED

UL

E

SEE DOOR SCHEDULE

5"

5" 5"

SE

E

DO

OR

S

CH

ED

UL

E

DOOR TYPE D5 DOOR TYPE D6

SE

E

DO

OR

S

CH

ED

UL

E

SEE DOOR SCHEDULE SEE DOOR SCHEDULE

1 15/16" 1 9/16"

/8

1/2" 1/2"

SEE PARTITION TYPE

VARIES

SEALANT AT BOTH

SIDES

HOLLOW METAL

FRAME

(2) 3 5/8" X 20 GA

STUDSVARIES

/1

/1

5/8"2"

/2

/2

S E

E P

A R

T

IT

IO

N

T Y

P E

V A

R

IE

S

FACE OF PERPENDICULAR

PARTITION

SEALANT AT BOTH SIDES

JAMB ANCHORS. (3)

ANCHORS PER JAMB

HOLLOW METAL

FRAME

RETURN FRAME. TYP.

DOUBLE STUDS BACK

TO BACK

V A

R

IE

S

18" MIN.

VARIES

SEALANT AT BOTH

SIDES

HM FRAME

(2) 4" X 20 GA

STUDS

SEE PARTITION

TYPE

REFER TO PLANS AND

DOOR SCHEDULE FOR

DOOR TYPE.

5 3/4"

2"

1/

4"

1/2" 1/2"

EQ 1 9/16" EQ

VA

RI

ES

SEALANT-BOTH

SIDES

MINIMUM (3) JAMB ANCHORS.

ATTACH JAMB TABS TO

DOUBLE STUDS, TYPICAL.

FLOOR

ANCHOR.

HM FRAME

(3) STUD CLIP ANCHORS

PER JAMB.

RETURN-LEG, TYP.

DOUBLE STUD, TYP.

S E

A

R T

IT

IO

N

T Y

P E

DOOR

EQ

9/

EQ

3/

4"

1/ 2"

1/ 2"

2"

3 1/4"

VARIES

SEE

PARTITION

TYPE

1/

2" 1/

8"

3/ 4"

3/ 8"

VA

RI

ES

S

A

R T

IT

IO

N

T Y

P E

3 1/2"

1/8"

1 3/4"

3/8"

1/

2"

3 9/16" 3 1/2"

1/8"

1 15/16" 1 15/16"

/8

CONTINUOUS BACKER

ROD AND CAULK AT EACH

SIDE.HM FRAME

GROUT FILL FRAME.

A

LI

G N

7 5/8"

NOTE:

• COORDINATE FRAME

DEPTH W/WALL

COMPONENT THICKNESS.

1" INCREMENT ON

STANDARD FRAM SIZES (4

3/4" - 8 3/4").

• COORDINATE DOOR AND

FRAME WITH COURSING OF

MASONRY OPENING.

GYPSUM WALL BOARD ON METAL

STUD FRAMING. SEE PARTITION

TYPE.

CORNER GUARD

STEEL LINTEL. REFER TO

LINTEL INFORMATION

SCHEDULE ON

STRUCTURAL SHEETS.

PAINT STEEL PLATE

TO MATCH DOOR

FRAME

FURRING TO

MATCH

ADJACANT SIDE

WHERE

APPLICABLE

/1

/1

5/8"2"

ALIG

N

NOTE:

• COORDINATE FRAME

DEPTH W/WALL

COMPONENT THICKNESS.

1" INCREMENT ON

STANDARD FRAM SIZES (4

3/4" - 8 3/4").

• COORDINATE DOOR AND

FRAME WITH COURSING OF

MASONRY OPENING.

CONTINUOUS BACKER ROD

AND SEALANT AT EACH

SIDE.

GROUT FILL FRAME.

HOLLOW METAL FRAME.

MASONRY ANCHOR.

GROUT FILL CMU CELL.

CMU WALL.

GYPSUM WALL BOARD ON METAL

STUD FRAMING. SEE PARTITION

TYPE.CORNER GUARD

FURRING TO MATCH

ADJACANT SIDE

WHERE APPLICABLE

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

08/20/2026

ARCHITECTURAL - DOOR SCHEDULE AND

DETAILS

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-26-016

AE601

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

DOOR SCHEDULE

DOOR FRAME

FIRE RATING

HARDWARE

SET NOTESMARK

SIZE

MATERIAL FINISH ELEVATION GLAZING MATERIAL ELEVATION

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

1-1 3' - 8" 7' - 0" 1 3/4" HM PAINT D1 HM F1 9/AE601 10/AE601 90 MIN HW-1A

1A43A 18' - 0" 8' - 6" 2 5/8" ALUM CLEAR ANODIZED SEE AE602 IG-1 ALUM 1/AE602 1/AE603 3/AE603 1/AE603 PER MANUF. SEE DETAILS ON AE602 & AE603

1A43NN 19' - 3 5/8" 8' - 6" 2 5/8" ALUM CLEAR ANODIZED SEE AE602 IG-1 ALUM 2/AE602 1/AE603 3/AE603 1/AE603 PER MANUF. SEE DETAILS ON AE602 & AE603

1A103 4' - 0" 7' - 0" 1 3/4" ALUM CLEAR ANODIZED D6 IG-1 ALUM 5/AE601 6/AE601 7/AE601 PER MANUF. BASIS OF DESIGN: KAWNEER 350

MEDIUM STILE

1A103B 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-SH-3

1A103C 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 HW-11

1A103D 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 HW-11

1A103E 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 HW-11

1A104A 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-4G

1A104B 3' - 0" 7' - 0" 1 3/4" ALUM CLEAR ANODIZED D5 IG-1 ALUM 5/AE601 6/AE601 7/AE601 PER MANUF. BASIS OF DESIGN: KAWNEER 350

MEDIUM STILE

1A104C 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-4G

1A104D 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WALNUT D1 HM F1 1/AE601 2/AE601 HW-R7

1A105 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-1L

1A106 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-1L

1A107 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-1L

1A108 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-1L

1A108A 6' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 45 MIN HW-11

1A108B 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 45 MIN HW-5F

1A108C 4' - 0" 7' - 0" 1 3/4" ALUM CLEAR ANODIZED D6 IG-1 ALUM 5/AE601 6/AE601 7/AE601 PER MANUF. BASIS OF DESIGN: KAWNEER 350

MEDIUM STILE

1A108D 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WALNUT D1 HM F1 1/AE601 2/AE601 45 MIN HW-5

1A109 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-1L

1A111 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-3E

1A112 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-2

1A118A 6' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 HW-R7

1A118B 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-6

1A118C 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-5

1A127AA 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R2C

1A141 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-3E

1A142 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-1L

1B80A 6' - 0" 7' - 0" 1 3/4" HM PAINT D2 HM F1 1/AE601 2/AE601 HW-SH-10A PROVIDE AUTOMATIC DOOR

OPERATOR

1B80B 6' - 0" 7' - 0" 1 3/4" HM PAINT D2 HM F1 1/AE601 2/AE601 HW-SH-10A PROVIDE AUTOMATIC DOOR

OPERATOR

1B135A 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-SH-3D

1B151 6' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 HW-SH-9

1B152 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-SH-3C

1B153 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-SH-3C

1B154 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B155 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B156 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B157 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B158 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B159 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B162 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B163 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B164 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B165 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B166 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B167 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B168 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B169 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B170 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B171 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B172 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B173 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B174 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B175 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B176 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D4 HM F1 1/AE601 2/AE601 HW-R1

1B177 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1B178A 4' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 45 MIN HW-5F

1B178B 3' - 4" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 45 MIN HW-5F

1B179 3' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-4B

1B180C 7' - 0" 8' - 0" 1 3/4" HM PAINT D2 HM F1 3/AE601 4/AE601 HW-SH-10

1C104 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F1 1/AE601 2/AE601 HW-R7A

1C105 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

1C178 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F1 1/AE601 2/AE601 HW-R7A

1C179 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

2A18A 6' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D2 HM F1 1/AE601 2/AE601 HW-R7

2C4 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F1 1/AE601 2/AE601 HW-R7A

2C5 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

2C78 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F1 1/AE601 2/AE601 HW-R7A

2C79 3' - 6" 7' - 0" 1 3/4" WD PINNACLE WLANUT D1 HM F1 1/AE601 2/AE601 HW-R3

B148 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F3 1/AE601 2/AE601 HW-R3

B149 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F1 1/AE601 2/AE601 HW-R7A

C148 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F3 1/AE601 2/AE601 HW-R3

C149 5' - 0" 7' - 0" 1 3/4" WD PINNACLE WLANUT D3 HM F1 1/AE601 2/AE601 HW-R7A

3" = 1'-0"

TYPICAL HEADER AT STUD WALL

3" = 1'-0"

TYPICAL JAMB AT STUD WALL

3" = 1'-0"

DOUBLE EGRESS HEADER

3" = 1'-0"

DOUBLE EGRESS JAMB

3" = 1'-0"5

STOREFRONT DOOR HEADER

3" = 1'-0"6

STOREFRONT DOOR JAMB

3" = 1'-0"7

STOREFRONT DOOR SILL

3" = 1'-0"8

STOREFRONT DOOR MEETING STILE

Revisions: Date:

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

100% CONSTRUCTION DOCUMENTS 06/10/2026

Addendum #2 08/20/2026

3" = 1'-0"9

TYPICAL HEADER AT CMU WALL W/ FURRING

3" = 1'-0"10

TYPICAL JAMB AT CMU WALL W/ FURRING

Edward Hines Jr. VA Medical Center

Hines, IL 60141

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-1

SECTION 08 71 00

DOOR HARDWARE

PART 1 - GENERAL

1.1 DESCRIPTION

Door hardware and related items necessary for complete installation and operation of doors.

1.2 RELATED WORK

Caulking: Section 07 92 00 JOINT SEALANTS.

Application of Hardware: Section 08 14 00, WOOD DOORS Section 08 11 13, HOLLOW METAL DOORS AND FRAMES Section 08 41 13, ALUMINUM-FRAMED

ENTRANCES AND STOREFRONTS Section 08 71 13, AUTOMATIC DOOR OPERATORS

Section 08 71 13.11, LOW ENERGY DOOR OPERATORS

Finishes: Section 09 06 00, SCHEDULE FOR FINISHES.

Painting: Section 09 91 00, PAINTING.

Card Readers: Section 28 13 00, PHYSICAL ACCESS CONTROL SYSTEMS.

Electrical: Division 26, ELECTRICAL.

Fire Detection: Section 28 31 00, FIRE DETECTION AND ALARM.

1.3 GENERAL

All hardware shall comply with ABAAS, (Architectural Barriers Act

Accessibility Standard) unless specified otherwise.

Provide rated door hardware assemblies where required by most current version of the International Building Code (IBC).

Hardware for Labeled Fire Doors and Exit Doors: Conform to requirements of NFPA 80 for labeled fire doors and to NFPA 101 for exit doors, as well as to other requirements specified. Provide hardware listed by UL, except where heavier materials, large size, or better grades are specified herein under paragraph HARDWARE SETS. In lieu of UL labeling and listing, test reports from a nationally recognized testing agency may be submitted showing that hardware has been tested in accordance with UL test methods and that it conforms to NFPA requirements.

Hardware for application on metal and wood doors and frames shall be made to standard templates. Furnish templates to the fabricator of these items in sufficient time so as not to delay the construction.

The following items shall be of the same manufacturer, except as otherwise specified:

1. Mortise locksets.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-2

2. Hinges for hollow metal and wood doors.

3. Surface applied overhead door closers.

4. Exit devices.

5. Floor closers.

1.4 WARRANTY

Automatic door operators shall be subject to the terms of FAR Clause

52.246-21, except that the Warranty period shall be two years in lieu of one year for all items except as noted below:

1. Locks, latchsets, and panic hardware: 5 years.

2. Door closers and continuous hinges: 10 years.

1.5 MAINTENANCE MANUALS

In accordance with Section 01 00 00, GENERAL REQUIREMENTS Article titled

"INSTRUCTIONS", furnish maintenance manuals and instructions on all door hardware. Provide installation instructions with the submittal documentation.

1.6 SUBMITTALS

Submittals shall be in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. Submit 6 copies of the schedule per Section

01 33 23. Submit 2 final copies of the final approved schedules to VAMC

Locksmith as record copies (VISN Locksmith if the VAMC does not have a locksmith).

Hardware Schedule: AHC certified hardware consultant to prepare and submit hardware schedule in the following form:

Hardware

Item

Quantity Size Reference

Publication

Type No.

Finish Mfr.

Name and

Catalog

No.

Key

Control

Symbols

UL Mark

(if fire rated and listed)

ANSI/BHMA

Finish

Designation

Samples and Manufacturers' Literature:

1. Samples: All hardware items (proposed for the project) that have not been previously approved by Builders Hardware Manufacturers

Association shall be submitted for approval. Tag and mark all items with manufacturer's name, catalog number and project number.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-3

2. Samples are not required for hardware listed in the specifications by manufacturer's catalog number, if the contractor proposes to use the manufacturer's product specified.

Certificate of Compliance and Test Reports: Submit certificates that hardware conforms to the requirements specified herein. Certificates shall be accompanied by copies of reports as referenced. The testing shall have been conducted either in the manufacturer's plant and certified by an independent testing laboratory or conducted in an independent laboratory, within four years of submittal of reports for approval.

1.7 DELIVERY AND MARKING

Deliver items of hardware to job site in their original containers, complete with necessary appurtenances including screws, keys, and instructions. Tag one of each different item of hardware and deliver to

COR for reference purposes. Tag shall identify items by Project

Specification number and manufacturer's catalog number. These items shall remain on file in COR's office until all other similar items have been installed in project, at which time the COR will deliver items on file to Contractor for installation in predetermined locations on the project.

1.8 PREINSTALLATION MEETING

Convene a preinstallation meeting not less than 30 days before start of installation of door hardware. Require attendance of parties directly affecting work of this section, including Contractor and Installer, Architect, Project Engineer and VA Locksmith, Hardware Consultant, and

Hardware Manufacturer’s Representative. Review the following:

1. Inspection of door hardware.

2. Job and surface readiness.

3. Coordination with other work.

4. Protection of hardware surfaces.

5. Substrate surface protection.

6. Installation.

7. Adjusting.

8. Repair.

9. Field quality control.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-4

10. Cleaning.

1.9 INSTRUCTIONS

Hardware Set Symbols on Drawings: Except for protective plates, door stops, mutes, thresholds and the like specified herein, hardware requirements for each door are indicated on drawings by symbols. Symbols for hardware sets consist of letters (e.g., "HW") followed by a number.

Each number designates a set of hardware items applicable to a door type.

Keying: All cylinders shall be keyed into existing Grand Master Key

System. Provide removable core cylinders that are removable only with a special key or tool without disassembly of knob or lockset. Cylinders shall be 7 pin type. Keying information shall be furnished at a later date by the COR.

1.10 APPLICABLE PUBLICATIONS

The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. In text, hardware items are referred to by series, types, etc., listed in such specifications and standards, except as otherwise specified.

ASTM International(ASTM):

F883-13.................Padlocks

E2180-18................Standard Test Method for Determining the

Activity of Incorporated Antimicrobial Agent(s)

In Polymeric or Hydrophobic Materials

American National Standards Institute/Builders Hardware Manufacturers

Association (ANSI/BHMA):

A156.1-06...............Butts and Hinges

A156.2-03...............Bored and Pre-assembled Locks and Latches

A156.3-08...............Exit Devices, Coordinators, and Auto Flush Bolts

A156.4-08...............Door Controls (Closers)

A156.5-14...............Cylinders and Input Devices for Locks.

A156.6-05...............Architectural Door Trim

A156.8-05...............Door Controls-Overhead Stops and Holders

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-5

A156.11-14..............Cabinet Locks

A156.12-05 .............Interconnected Locks and Latches

A156.13-05..............Mortise Locks and Latches Series 1000

A156.14-07 .............Sliding and Folding Door Hardware

A156.15-06..............Release Devices-Closer Holder, Electromagnetic and Electromechanical

A156.16-08..............Auxiliary Hardware

A156.17-04 .............Self-Closing Hinges and Pivots

A156.18-06..............Materials and Finishes

A156.20-06 .............Strap and Tee Hinges, and Hasps

A156.21-09..............Thresholds

A156.22-05..............Door Gasketing and Edge Seal Systems

A156.23-04..............Electromagnetic Locks

A156.24-03..............Delayed Egress Locking Systems

A156.25-07 .............Electrified Locking Devices

A156.26-06..............Continuous Hinges

A156.28-07 .............Master Keying Systems

A156.29-07 .............Exit Locks and Alarms

A156.30-03 .............High Security Cylinders

A156.31-07 .............Electric Strikes and Frame Mounted Actuators

A156.36-10..............Auxiliary Locks

A250.8-03...............Standard Steel Doors and Frames

National Fire Protection Association (NFPA):

80-10...................Fire Doors and Other Opening Protectives

101-09..................Life Safety Code

Underwriters Laboratories, Inc. (UL):

Building Materials Directory (2008)

Architectural Barriers Act Accessibility Standards (ABAAS)

PART 2 - PRODUCTS

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-6

2.1 BUTT HINGES

ANSI A156.1. Provide only three-knuckle hinges, except five-knuckle where the required hinge type is not available in a three-knuckle version (e.g., some types of swing-clear hinges). The following types of butt hinges shall be used for the types of doors listed, except where otherwise specified:

1. Exterior Doors: Type A2112/A5112 for doors 900 mm (3 feet) wide or less and Type A2111/A5111 for doors over 900 mm (3 feet) wide. Hinges for exterior outswing doors shall have non-removable pins. Hinges for exterior fire-rated doors shall be of stainless steel material.

2. Interior Doors: Type A8112/A5112 for doors 900 mm (3 feet) wide or less and Type A8111/A5111 for doors over 900 mm (3 feet) wide.

Hinges for doors exposed to high humidity areas (shower rooms, toilet rooms, kitchens, janitor rooms, etc. shall be of stainless steel material.

Provide quantity and size of hinges per door leaf as follows:

1. Doors up to 1210 mm (4 feet) high: 2 hinges.

2. Doors 1210 mm (4 feet) to 2260 mm (7 feet 5 inches) high: 3 hinges minimum.

3. Doors greater than 2260 mm (7 feet 5 inches) high: 4 hinges.

4. Doors up to 900 mm (3 feet) wide, standard weight: 114 mm x 114 mm

(4-1/2 inches x 4-1/2 inches) hinges.

5. Doors over 900 mm (3 feet) to 1065 mm (3 feet 6 inches) wide, standard weight: 127 mm x 114 mm (5 inches x 4-1/2 inches).

6. Doors over 1065 mm (3 feet 6 inches) to 1210 mm (4 feet), heavy weight: 127 mm x 114 mm (5 inches x 4-1/2 inches).

7. Provide heavy-weight hinges where specified.

8. At doors weighing 330 kg (150 pounds) or more, furnish 127 mm (5 inch) high hinges.

See Articles "MISCELLANEOUS HARDWARE" and "HARDWARE SETS" for pivots and hinges other than butts specified above and continuous hinges specified below.

2.2 CONTINUOUS HINGES

ANSI/BHMA A156.26, Grade 1-600.

1. Listed under Category N in BHMA's "Certified Product Directory."

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-7

General: Minimum 0.120-inch- (3.0-mm-) thick, hinge leaves with minimum overall width of 4 inches (102 mm); fabricated to full height of door and frame and to template screw locations; with components finished after milling and drilling are complete

Continuous, Barrel-Type Hinges: Hinge with knuckles formed around a

Teflon-coated 6.35mm (0.25-inch) minimum diameter pin that extends entire length of hinge.

1. Base Metal for Exterior Hinges: Stainless steel.

2. Base Metal for Interior Hinges: Stainless steel.

3. Base Metal for Hinges for Fire-Rated Assemblies: Stainless steel.

4. Provide with non-removable pin (hospital tip option) at lockable outswing doors.

5. Where required to clear adjacent casing, trim, and wall conditions and allow full door swing, provide wide throw hinges of minimum width required.

6. Provide with manufacturer’s cut-outs for separate mortised power transfers and/or mortised automatic door bottoms where they occur.

7. Where thru-wire power transfers are integral to the hinge, provide hinge with easily removable portion to allow easy access to wiring connections.

8. Where models are specified that provide an integral wrap-around edge guard for the hinge edge of the door, provide manufacturer’s adjustable threaded stud and machine screw mechanism to allow the door to be adjusted within the wrap-around edge guard.

2.3 DOOR CLOSING DEVICES

Closing devices shall be products of one manufacturer for each type specified.

2.4 OVERHEAD CLOSERS

Conform to ANSI A156.4, Grade 1.

Closers shall conform to the following:

1. The closer shall have minimum 50 percent adjustable closing force over minimum value for that closer and have adjustable hydraulic back check effective between 60 degrees and 85 degrees of door opening.

2. Where specified, closer shall have hold-open feature.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-8

3. Size Requirements: Provide multi-size closers, sizes 1 through 6, except where multi-size closer is not available for the required application.

4. Material of closer body shall be forged or cast.

5. Arm and brackets for closers shall be steel, malleable iron or high strength ductile cast iron.

6. Where closers are exposed to the exterior or are mounted in rooms that experience high humidity, provide closer body and arm assembly of stainless steel material.

7. Closers shall have full size metal cover; plastic covers will not be accepted.

8. Closers shall have adjustable hydraulic back-check, separate valves for closing and latching speed, adjustable back-check positioning valve, and adjustable delayed action valve.

9. Provide closers with any accessories required for the mounting application, including (but not limited to) drop plates, special soffit plates, spacers for heavy-duty parallel arm fifth screws, bull-nose or other regular arm brackets, longer or shorter arm assemblies, and special factory templating. Provide special arms, drop plates, and templating as needed to allow mounting at doors with overhead stops and/or holders.

10. Closer arms or backcheck valve shall not be used to stop the door from overswing, except in applications where a separate wall, floor, or overhead stop cannot be used.

11. Provide parallel arm closers with heavy duty rigid arm.

12. Where closers are to be installed on the push side of the door, provide parallel arm type except where conditions require use of top jamb arm.

13. Provide all surface closers with the same body attachment screw pattern for ease of replacement and maintenance.

14. All closers shall have a 1 ½” (38mm) minimum piston diameter.

2.5 FLOOR CLOSERS AND FLOOR PIVOT SETS

Comply with ANSI A156.4. Provide stainless steel floor plates for floor closers and floor pivots, except where metal thresholds occur. Provide cement case for all floor closers. Floor closers specified for fire doors shall comply with Underwriters Laboratories, Inc., requirements

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-9 for concealed type floor closers for classes of fire doors indicated on drawings. Hold-open mechanism, where required, shall engage when door is opened 105 degrees, except when door swing is limited by building construction or equipment, the hold-open feature shall engage when door is opened approximately 90 degrees. The hold-open mechanism shall be selectable on/off by turning a screw through the floor plate. Floor closers shall have adjustable hydraulic back-check, adjustable close speed, and adjustable latch speed. Provide closers with delayed action where a hold-open mechanism is not required. Floor closers shall be multi-sized. Single acting floor closers shall also have built in dead stop. Where required, provide closers with special cement cases appropriate for shallow deck installation or where concrete joint lines run through the floor blockout. At offset-hung doors installed in deep reveals, provide special closer arm and spindle to allow for installation. Where stone or terrazzo is applied over the floor closer case, provide closer without floor plate and with extended spindle

(length as required) and special cover pan (depth as required) to allow closer to be accessed without damaging the material applied over the closer. Pivots for non-labeled doors shall be cast, forged or extruded brass or bronze.

Where floor closer appears in hardware set provide the following as applicable.

1. Double Acting Floor Closers: Type C06012.

2. Single Acting Floor Closer: Type C06021 (center pivoted).

(Intermediate pivot is not required).

3. Single Acting Floor Closers: Type C06041 (offset pivoted).

4. Single Acting Floor Closer for Labeled Fire Doors: Type C06051

(offset pivoted).

5. Single Acting Floor Closers For Lead Lined Doors: Type C06071 (offset pivoted).

2.6 DOOR STOPS

Conform to ANSI A156.16.

Provide door stops wherever an opened door or any item of hardware thereon would strike a wall, column, equipment or other parts of building construction. For concrete, masonry or quarry tile construction, use expansion shields for mounting door stops.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-10

Where cylindrical locks with turn pieces or pushbuttons occur, equip wall bumpers Type L02251 (rubber pads having concave face) to receive turn piece or button.

Provide floor stops (Type L02141 or L02161) in office areas; Type L02121 x 3 screws into floor elsewhere. Wall bumpers, where used, must be installed to impact the trim or the door within the leading half of its width. Floor stops, where used, must be installed within 4-inches of the wall face and impact the door within the leading half of its width.

Where drywall partitions occur, use floor stops, Type L02141 or L02161 in office areas, Type L02121 elsewhere.

Provide stop Type L02011, as applicable for exterior doors. At outswing doors where stop can be installed in concrete, provide stop mated to concrete anchor set in 76mm (3-inch) core-drilled hole and filled with quick-setting cement.

Omit stops where floor mounted door holders are required and where automatic operated doors occur.

Provide appropriate roller bumper for each set of doors (except where closet doors occur) where two doors would interfere with each other in swinging.

Provide appropriate door mounted stop on doors in individual toilets where floor or wall mounted stops cannot be used.

Provide overhead surface applied stop Type C02541, ANSI A156.8 on patient toilet doors in bedrooms where toilet door could come in contact with the bedroom door.

Provide door stops on doors where combination closer magnetic holders are specified, except where wall stops cannot be used or where floor stops cannot be installed within 4-inches of the wall.

Where the specified wall or floor stop cannot be used, provide concealed overhead stops (surface-mounted where concealed cannot be used).

2.7 OVERHEAD DOOR STOPS AND HOLDERS

Conform to ANSI Standard A156.8. Overhead holders shall be of sizes recommended by holder manufacturer for each width of door. Set overhead holders for 110 degree opening, unless limited by building construction or equipment. Provide Grade 1 overhead concealed slide type: stop-only at rated doors and security doors, hold-open type with exposed hold-open on/off control at all other doors requiring overhead door stops.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-11

2.8 FLOOR DOOR HOLDERS

Conform to ANSI Standard A156.16. Provide extension strikes for Types

L01301 and L01311 holders where necessary.

2.9 LOCKS AND LATCHES

Conform to ANSI A156.2. Locks and latches for doors 45 mm (1-3/4 inch) thick or over shall have beveled fronts. Lock cylinders shall have not less than seven pins. Cylinders for all locksets shall be removable core type. Cylinders shall be furnished with construction removable cores and construction master keys. Cylinder shall be removable by special key or tool. Construct all cores so that they will be interchangeable into the core housings of all mortise locks, rim locks, cylindrical locks, and any other type lock included in the Great Grand Master Key System.

Disassembly of lever or lockset shall not be required to remove core from lockset. All locksets or latches on double doors with fire label shall have latch bolt with 19 mm (3/4 inch) throw, unless shorter throw allowed by the door manufacturer’s fire label. Provide temporary keying device or construction core to allow opening and closing during construction and prior to the installation of final cores.

In addition to above requirements, locks and latches shall comply with following requirements:

1. Mortise Lock and Latch Sets: Conform to ANSI/BHMA A156.13. Mortise locksets shall be per Hines VA Lock Hardware Standards. All locksets and latchsets, except on designated doors in Psychiatric (Mental

Health) areas, shall have lever handles fabricated from cast stainless steel. Provide sectional (lever x rose) lever design matching [__________]. No substitute lever material shall be accepted. All locks and latchsets shall be furnished with 122.55 mm

(4-7/8-inch) curved lip strike and wrought box. At outswing pairs with overlapping astragals, provide flat lip strip with 21mm (7/8-inch) lip-to-center dimension. Lock function F02 shall be furnished with emergency tools/keys for emergency entrance. All lock cases installed on lead lined doors shall be lead lined before applying final hardware finish. Furnish armored fronts for all mortise locks.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-12

Where mortise locks are installed in high-humidity locations or where exposed to the exterior on both sides of the opening, provide non-ferrous mortise lock case.

2. Cylindrical Lock and Latch Sets: levers shall meet ADA (Americans with Disabilities Act) requirements. Cylindrical locksets shall be per Hines VA Lock Hardware Standards. All locks and latchsets shall be furnished with 122.55 mm (4-7/8-inch) curved lip strike and wrought box. At outswing pairs with overlapping astragals, provide flat lip strip with 21mm (7/8-inch) lip-to-center dimension. Provide lever design to match design selected by Architect or to match existing lever design. Where two turn pieces are specified for lock

F76, turn piece on inside knob shall lock and unlock inside knob, and turn piece on outside knob shall unlock outside knob when inside knob is in the locked position. (This function is intended to allow emergency entry into these rooms without an emergency key or any special tool.)

3. Auxiliary locks shall be as specified under hardware sets and conform to ANSI A156.36.

2.10 PUSH-BUTTON COMBINATION LOCKS

ANSI/BHMA A156.5, Grade 1. Battery operated pushbutton entry.

Construction: Heavy duty mortise lock housing conforming to ANSI/BHMA

A156.13, Grade 1. Lever handles and operating components in compliance with the ABAAS and the ADA Accessibility Guidelines. Match lever handles of locks and latchsets on adjacent doors.

Special Features: Key override to permit a master keyed security system and a pushbutton security code activated passage feature to allow access without using the entry code.

2.11 ELECTROMAGNETIC LOCKS

ANSI/BHMA A156.23; electrically powered, of strength and configuration indicated; with electromagnet attached to frame and armature plate attached to door. Listed under Category E in BHMA's "Certified Product

Directory."

1. Type: Full exterior or full interior, as required by application indicated.

2. Strength Ranking: 1500 pound force (6672 N.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-13

3. Inductive Kickback Peak Voltage: Not more than 0 V.

4. Residual Magnetism: Not more than 4 pound force (18 N to separate door from magnet.

Delayed-Egress Locks: BHMA A156.24.

1. Means of Egress Doors: Lock releases within 15 seconds after applying a force not more than 15 pound force (67 N) for not more than 3 seconds, as required by NFPA 101.

2. Security Grade: Activated from secure side of door by initiating device.

3. Movement Grade: Activated by door movement as initiating device.

4. The lock housing shall not project more than 4-inches (101mm) from the underside of the frame head stop.

2.12 ELECTRIC STRIKES

ANSI/ BHMA A156.31 Grade 1.

General: Use fail-secure electric strikes at fire-rated doors.

2.13 KEYS

Stamp all keys with change number and key set symbol. Furnish keys in quantities as follows:

Locks/Keys Quantity

Cylinder locks 2 keys each

Cylinder lock change key blanks

100 each different key way

Master-keyed sets 6 keys each

Grand Master sets 6 keys each

Great Grand Master set 5 keys

Control key 2 keys

Psychiatric keys shall be cut so that first two bittings closest to the key shoulder are shallow to provide greater strength at point of greatest torque.

2.14 KEY CABINET

2.15 ARMOR PLATES, KICK PLATES, MOP PLATES AND DOOR EDGING

Conform to ANSI Standard A156.6.

Provide protective plates and door edging as specified below:

1. Kick plates, mop plates and armor plates of metal, Type J100 series.

Renovations to Building 217

Bancroft Architects + Engineers

01-01-24

Contract No. 36C25223C0071

Station Project No. 578-26-016

Bancroft-AE Project No. 23-009 06/10/2026

08 71 00-14

2. Provide kick plates and mop plates where specified. Kick plates shall be 254 mm (10 inches) or 305 mm (12 inches) high. Mop plates shall be

152 mm (6 inches) high. Both kick and mop plates shall be minimum

1.27 mm (0.050 inches) thick. Provide kick and mop plates beveled on all 4 edges (B4E). On push side of doors where jamb stop extends to floor, make kick plates 38 mm (1-1/2 inches) less than width of door, except pairs of metal doors which shall have plates 25 mm (1 inch) less than width of each door. Extend all other kick and mop plates to within 6 mm (1/4 inch) of each edge of doors. Kick and mop plates shall butt astragals. For jamb stop requirements, see specification sections pertaining to door frames.

3. Kick plates and/or mop plates are not required on following door sides:

a. Armor plate side of doors;

b. Exterior side of exterior doors;

c. Closet side of closet doors;

d. Both sides of aluminum entrance doors.

4. Armor plates for doors are listed under Article "Hardware Sets".

Armor plates shall be thickness as noted in the hardware set, 875 mm

(35 inches) high and 38 mm (1-1/2 inches) less than width of doors, except on pairs of metal doors. Provide armor plates beveled on all 4 edges (B4E). Plates on pairs of metal doors shall be 25 mm (1 inch) less than width of each door. Where top of intermediate rail of door is less than 875 mm (35 inches) from door bottom, extend armor plates to within 13 mm (1/2 inch) of top of intermediate rail. On doors equipped with panic devices, extend armor plates to within 13 mm (1/2 inch) of panic bolt push bar.

5. Where louver or grille occurs in lower portion of doors, substitute stretcher plate and kick plate in…