Attachment 9 -589A5-21-700_Topeka EHRM_IFB R2 Drawings_Vol 3-2.pdf

T.O. ROOF DECK

16' - 6 1/2"

T.O COPING (DCA)

19' - 0 5/8"

D

T/O STEEL (DCA)

16' - 0"

PRECAST CONCRETE COPING 1

ROOF ASSEMBLY RA -1

PER ROOF NOTES IN THIS SHEET.

6" METAL STUD FRAMING

1/2" DENSEGLAS (OR VA APPROVED

EQUAL)

TO EDGE OF SLAB; REF. STRUCT.

1' - 6 1/2"

THRU-WALL STAINLESS STEEL FLASHING

ANCHOR BOLT EMBEDED

IN EPOXY; PER SPECS.

SLOPED

STEEL MEMBER; REF. STRUCT.

5/8" GYPSUM BOARD, TYP.

1 1/2" CONTINUOUS RIGID INSULATION

(R-7.5 MIN.)

FULL-DEPTH FACE BRICK MATCHING

EXISTING VA BUILDING BRICK

SPECIFICATIONS

WEATHER BARRIER

3/4" SHEATHING

3 1/2" THICK MINERAL WOOL

INSULATION (R-13 MIN.)

2" AIR GAP

12" STRUCTURAL STEEL STUD WALL FRAMING;

REF, STRUCT. DRAWINGS

EXTEND ROOF MEMBRANE UP AND

OVER PARAPET & DOWN FRONT FACE MIN. 4"

EXTEND VAPOR BARRIER UP

AND OVER SHEATHING AND

DOWN BACK FACE MIN. 4"

CEILING, REF. CEILING PLAN

FINISH FLOOR

0"

D

CONCRETE FLOOR SLAB;

REFER STRUCTURAL

5/8" GYP. BD

1 1/2" CONTINUOUS RIGID

INSULATION (R-7.5 MIN)

FLOORING AND WALL BASE;

REF. FINISH SCHEDULE

THRU-WALL STAINLESS

STEEL FLASHING

FULLY GROUTED CAVITY

1' - 6 1/2" 8"

WEATHER BARRIER

M

IN

. T

YP

6"

T.O. ROOF DECK

16' - 6 1/2"

T.O COPING (DCA)

19' - 0 5/8"

5 6

T/O STEEL (DCA)

16' - 0"

T/O STEEL (LINK)

13' - 0"

STEEL MEMBER; REF. STRUCT.

ROOF ASSEMBLY RA -2

PER ROOF NOTES IN THIS SHEET.

PRECAST CONCRETE COPING (BEYOND)

METAL ROOF DECK; REF. STRUCT.

PRECAST CONCRETE COPING 1

ROOF ASSEMBLY RA -1

PER ROOF NOTES IN THIS SHEET.

1 1/2" CONTINUOUS RIGID INSULATION

(R-7.5 MIN.)

6" METAL STUD FRAMING

ANCHOR BOLT EMBEDED

IN EPOXY; PER SPECS.

SLOPED

THRU-WALL STAINLESS STEEL FLASHING

FULL-DEPTH FACE BRICK MATCHING

EXISTING VA BUILDING BRICK

SPECIFICATIONS

STEEL BRICK LEDGE; REF. STRUCT.

5/8" GYP. BD

THRU-WALL STAINLESS

STEEL FLASHING

1/2" DENSEGLAS (OR VA APPROVED

EQUAL)

EXTEND ROOF MEMBRANE UP AND

OVER PARAPET & DOWN

FRONT FACE MIN. 4"

EXTEND VAPOR BARRIER UP AND

OVER SHEATHING AND DOWN BACK

FACE MIN. 4"

TO EDGE OF SLAB; REF. STRUCT.

1'-6 1/2"

CEILING, REF. CEILING PLAN

STEEL MEMBER; REF. STRUCT.

T/O STEEL (LINK)

13' - 0"

7"

BLDG. JT.

2"

EXISTING WALL

TO REMAIN (BUILDING 21)

ROOF ASSEMBLY RA -2

PER ROOF NOTES IN THIS

SHEET.

PROVIDE 24 GA SURFACE MOUNTED

COUNTERFLASHING IN A BED OF

SEALANT AT EXISTING WALL. TOOL

SEALANT IN PLACE AT TOP OF

COUNTER FLASHING.

2" ALUMINUM ROOF TO WALL

EXPANSION JOINT ASSEMBLY,

MECHANICALLY FASTENED TO

EXISTING WALL AND WITH FULL

BED OF SEALANT

STEEL MEMBER;

REF. STRUCT.

METAL ROOF DECK; REF. STRUCT.

CONTINUOUS WOOD BLOCKING

16" TALL CURB

1'

- 1

0" M

IN

DENSGLASS SHEATHING

CEILING, REF. CEILING PLAN

C.3

T/O STEEL (LINK)

13' - 0"

STEEL MEMBER; REF. STRUCT.

ROOF ASSEMBLY RA -2

PER ROOF NOTES IN THIS

SHEET.

SLOPED

CEILING, REF. CEILING PLAN

STEEL LEDGE; REF. STRUCT.

THRU-WALL METAL

FLASHING

THRU-WALL STAINLESS

STEEL FLASHING

ANCHOR BOLT EMBEDED IN

EPOXY; PER SPECS

3 1/2 THICK MINERAL WOOL INSULATION (R-13 MIN.)

ROOF ASSEMBLY NOTES:

RA-1

TPO ROOFING MEMBRANE OVER 1/4" COVERBOARD, OVER RIGID INSULATION

TAPERED AS REQUIRED TO MEET 1/4" SLOPE, OVER COMPOSITE ROOF DECK PER

STRUCTURAL DRAWINGS.

RA-2

TPO ROOFING MEMBRANE OVER 1/4" COVERBOARD, OVER RIGID INSULATION

TAPERED AS REQUIRED TO MEET 1/4" SLOPE, OVER METAL ROOF DECK PER

STRUCTURAL DRAWINGS.

RETURN BRICK AT OPENINGS, TYP.

1 1/2" CONTINUOUS RIGID INSULATION (R-7.5 MIN.)

1' - 0 1/2"

*REFER BUILDING ELEVATIONS SHEET FOR TYPICAL EXTERIOR WALL ASSEMBLIES.

PRECAST CONCRETE COPING 2

EXTEND ROOF MEMBRANE UP AND OVER

PARAPET & DOWN FRONT FACE MIN. 4"

EXTEND VAPOR BARRIER UP AND OVER

SHEATHING AND DOWN BACK FACE MIN. 4"

PRECAST CONCRETE BAND

MASONARY ANCHOR

PER MANUFACTURER'S RECOMMENDATION

FINISH FLOOR

0"

C.3

CONCRETE FLOOR SLAB;

REF. STRUCT.

6" DEEP ALUMINUM STOREFRONT

SYSTEM. BASIS OF DESIGN: KAWNEER

UT601 FRONT SET SYSETM OR VA

APPROVED EQUAL

1' - 0 1/2"

RETURN BRICK AT

OPENINGS, TYP.

WALKWAY; REF.

CIVIL

SLOPED

12" STRUCTURAL STEEL STUD WALL FRAMING.

REFER TO STRUCTURAL DRAWINGS

1 1/2" CONTINUOUS RIGID INSULATION

(R-7.5 MIN.)

2'

- 8

11'- 4" TO FINISH

FLOOR

PRECAST CONCRETE BAND

3/4" SHEATHING

8" X 6" X 1/2" STEEL ANGLE

MASONARY TIE PROVIDE @ T.O.

PRECAST CONCRETE BAND AND 12" O.C.

FINISH FLOOR

0"

D 3"8"

CONCRETE FLOOR SLAB;

REFER STRUCTURAL

FLOORING AND WALL BASE;

REF. FINISH SCHEDULE

WALKWAY; REF.

CIVIL

EXT. THRESHOLD IN FULL BED

OF SEALANT

EXTERIOR DOOR AND HOLLOW

METAL FRAME (BEYOND)

2' - 2 1/2"

SLOPED

RETURN BRICK AT OPENINGS, TYP.

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - WALL

SECTION DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

589A5-21-700

A-B19-512

ISSUE FOR BID

21-116367C77622C0043

1 1/2" = 1'-0"

DETAIL - TYP. PARAPET

1 1/2" = 1'-0"

DETAIL - TYP. WALL BASE

1 1/2" = 1'-0"

DETAIL - TPO ROOF TRANSITION

1 1/2" = 1'-0"

DETAIL - EXPANSION JOINT

1 1/2" = 1'-0"

DETAIL - PARAPET AT LINK

1 1/2" = 1'-0"

DETAIL - WALL BASE AT LINK

1 1/2" = 1'-0"

DETAIL - PRECAST CONCRETE BAND

1 1/2" = 1'-0"

DETAIL - EXT. HM DOOR THRESHOLD TYP.

0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2'

0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2'

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMISSION 09-12-23

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

03/22/2024

ISSUE FOR BID R2 03-22-24

COUNTERFLASHIN

G

FASTENERS AT 6" ON

CENTER

PREFABRICATED METAL CURB

BUILT-UP ROOFING TO MATCH EXISTING

CONTINUOUS

1 1/2" MIN. WELD

ROOF SLAB

RIGID INSULATION TO MATCH

EXISTING

PREMANUFACTURED

MEMBRANE FLASHING

INSTALL SEALANT OR SEALANT TAPE

BETWEEN PIPE AND PREMANUFACTURED

MEMBRANE FLASHING

PLUMBING VENT STACK

DRAWBAND

SEALANT

HOT-AIR-WELDED SEAM

BASE MEMBRANE

ATTACHMENT AS

REQUIRED FOR

SPECIFIC SYSTEM

N O

N -S

H R

IN

KI

N G

G R

O U

T

PE

N

ET

R

AT

IO

N

PE

N

ET

R

AT

IO

N

CONC. ROOF DECKCONC. ROOF DECK

MULTI-PURPOSE MB FLASHING CEMENT

NON-SHRINK GROUT

BASE AND INTERPLY SHEETS

CAP SHEET

4" (152 mm) MIN FLANGE SET IN MULTI-PURPOSE MB

FLASHING CEMENT OVER FIELD PLIES (PRIME FLANGE

BEFORE STRIPPING)

CAP SHEET

INTERPLY SHEET

POURABLE SEALER MIN 2"

COVERAGE AROUND PENETRATIONS

SHEET METAL PITCH PAN,

SOLDERED/WELDED WATERTIGHT

TREATED WOOD BLOCKING FASTENED TO EXTG CONC DECK

PATCH EXTG INSUL AS REQD

COVERBOARD

4" MIN. 3" MIN. 3" MIN.

PIPES OR CONDUITS, 1" DIA AND UNDER

STRAINER BASKET ROOFING MEMBRANE, EXTEND MEMBRANE

UNDER CLAMPING RING

BONDING ADHESIVE

TAPERED INSULATION AT DRAIN

COVER BOARD

DOWNSPOUT, SEE PLUMBING DWG.

ROOF DRAIN W/STRAINER, SEE PLUMBING

DWG.

UNDERDECK CLAMPMANUFACTURER'S DRAIN

RECIEVER

CONCRETE AND METAL DECK

CLAMPING RING

RIGID INSULATION

ROOF DRAIN EXTENSION RING

SEALANT

SEAL EXTERIOR CLOSURE

TO SCUPPER LINER WITH

MANUFACTURER'S

RECOMMENDED SEALANT

SHEET METAL SCUPPER LINER

SOLDERED/WELDED OR

FABRICATED FROM COATED

METAL

SHEET METAL SCUPPER

LINER

SOLDERED/WELDED OR

FABRICATED FROM

MEMBRANE COATED

METAL

3" MIN. FLANGE (TYP.)

4" MIN.

BONDING ADHESIVE

SEALANT WATER BLOCK

BONDING ADHESIVE

2" MIN.

WOOD BLOCKING

SHEET METAL SCUPPER

SECURED TO WALL AND

BLOCKING BELLOW

ADHERE MEMBRANE FLASHING

WITH SEAMS

SEALED PER MANUFACTURER'S

RECOMMENDATIONS

ROOFING MEMBRANE

ROOF CONSTRUCTION

STRUCTURE

STEEL COLUMN AND CAP;

REFER STRUCTURAL

RE

F.

S

TR

UC

T.

4"

RIGID INSULATION

1/

2" M

IN

COVER BOARD

LIGHTNING PROTECTION TERMINAL

SET IN SEALANT

MEMBRANE PROTECTION

PLY HOT-AIR-WELDED OR

ADHERED TO ROOF

MEMBRANE

TERMINAL SUPPORT AT COPING

ATTACH

TERMINAL TO

INSIDE FACE

OF COPING

24 GA PREFINISHED GALVANIZED EDGE METAL

WITH A 3" MIN. FLANGE. FASTENERS 3" O.C.

STAGGERED.

TWO-PLY FLASHING MEMBRANE

GUTTER SPACERS INSTALLED BETWEEN

BRACKETS

24 GA PREFINISHED STEEL GUTTER, 6"

DEEP X 8" WIDE. FRONT OF GUTTER

SHOULD BE 1" LOWER THAN THE

BACK.

INSTALL GUTTER BRACKET SUPPORT 24"

O.C.

ROOF ASSEMBLY RA -2

PER ROOF NOTES IN SHEET A-

B19-512.

SLOPED: 1/4" / 1'-0"

CAST STONE BAND

SELF-ADHERING MEMBRANE FLASHING SEALANT

SEALANT WATER BLOCK

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE

OVERALL THICKNESS TO

MATCH INSULATION

SHEET-METAL GUTTER

THE FRONT OF THE

GUTTER SHOULD BE A MIN. 1'' LOWER THAN THE BACK

TO

ALLOW OVERFLOW. SEE THE ARCHITECTURAL METAL

FLASHING SECTION OF THE NRCA ROOFING MANUAL:

ARCHITECTURAL METAL FLASHING, CONDENSATION AND

AIR LEAKAGE CONTROL, AND REROOFING FOR OTHER

GUTTER SHAPES.

GUTTER BRACKET

SUPPORT

STIFFENING BAR

SHEET-METAL

EDGE FLASHING

GUTTER SPACERS

INSTALLED BETWEEN

GUTTER BRACKETS

BONDING ADHESIVE

FIELD SHEET OR SEPARATE

MEMBRANE SHEET

EXTENDED BELOW BLOCKING

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - ROOF TYP.

DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

589A5-21-700

A-B19-521

ISSUE FOR BID

21-116367C77622C0043

6" = 1'-0"

EQUIPMENT CURB

3" = 1'-0"

DETAIL - SCUPPER FLASHING

3" = 1'-0"

DETAIL - OVERFLOW THROUGH WALL

12" = 1'-0"

TYPICAL ROOF PENETRATION

6" = 1'-0"

BLOCKING/FLASHING AT CONDUIT/PIPE PENETRATIONS UNDER 1" DIA.

3" = 1'-0"

ROOF DRAIN - SECTION

3" = 1'-0"

ENCLOSURE AT TOP OF COLUMN

12" = 1'-0"

TYP. LIGHTING PROTECTION

1 1/2" = 1'-0"

GUTTER DETAIL AT LINK

12" = 1'-0"

GUTTER DETAIL AT LINK

0 1' 1 1/2'1/2'

NTS

NTS

0 6" 9"3" 0 6" 9"3" 0 6" 9"3" 0 6" 9"3"

0 1" 2" 3" 4"

0 1" 2" 3" 4"

NTS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

EXISTING BRICK

TO REMAIN (BUILDING 21)

2" WALL EXPANSION JOINT. MATCH COLOR OF

ADJACENT WALL. RUN JOINT UP FRONT

OF WALL AND PARAPET, OVER THE TOP

OF PARAPET, AND DOWN THE BACK SIDE

OF THE PARAPET. PROVIDE WALL

EXPANSION JOINT BASE ENCLOSURE

WHERE JOINT MEETS ROOFING.

DENSEGLASS SHEATHING

PREFINISHED METAL

COUNTERFLASHING

AND REGLET

MECHANICALLY FASTEN FLASHING TO EXISTING CONCRETE

WALL PANEL AND EXPANSION JOINT COVER. PROVIDE BUTYL

TAPE BETWEEN EXISTING CONCRETE WALL PANEL AND

FLASHING. FLASHING TO HAVE 1/2" HEMMED EDGE (MINIMUM).

PROVIDE FULL BED OF SEALANT AND PERIMETER SEALANT.

PREFINISHED METAL

FLASHING

PREFINISHED ROOF EXPANSION JOINT COVER

PROVIDE TWO ROWS OF SEALANT TO PREVENT WATER

INTRUSION WHILE ALLOWING EXPANSION JOINT

MOVEMENT.

WEATHER BARRIER

ROOFING MEMBRANE

WEATHER BARRIER

1 1/2" CONTINUOUS RIGID

INSULATION (R-7.5 MIN.)

EX

P.

JT

2"

CAST STONE BAND

EXISTING BRICK

TO REMAIN (BUILDING 21)

MECHANICALLY FASTEN FLASHING TO EXISTING WALL.

PROVIDE BUTYL TAPE BETWEEN EXISTING WALL AND

FLASHING. FLASING TO HAVE 1/2" HEMMED EDGE (MINIMUM).

PROVIDE SEALANT AROUND PERIMETER OF FLASHING.

THRU-WALL STAINLESS

STEEL FLASHING

ANCHOR BOLT EMBEDED IN

EPOXY; PER SPECS

PRECAST CONCRETE COPING

WEATHER BARRIER

ROOFING MEMBRANE

PROVIDE AN INTERLOCKING

SLIP JOINT BETWEEN THE

COPING AND THE FLASHING.

PREFABRICATED METAL

COPING SADDLE FLASHING

2" WALL EXPANSION JOINT. MATCH EXISTING TYPE AND COLOR OF

ADJACENT WALL. RUN JOINT UP FRONT OF WALL AND PARAPET, OVER

THE TOP OF PARAPET, AND DOWN THE BACK SIDE OF THE PARAPET.

PROVIDE WALL EXPANSION JOINT BASE ENCLOSURE WHERE JOINT

MEETS ROOFING.

EXP. JT.

2"

SLOPED

A-B19-522

A-B19-522

2"2"

1/

2"

1/ 2"

PREFABRICATED METAL COPING

SADDLE FLASHING

PREFABRICATED METAL COPING

PREFINISHED METAL FLASHING

PREFINISHED METAL COUNTERFLASHING

AND REGLET

ROOFING MEMBRANE

CAST STONE COPING

CAST STONE BAND

FRAME WITH CAPFLASHING

(CORNERS FULL WELDED)

LOCK STRIKE AND

PADLOCK HASP

GASKET

(ALL AROUND COVER)

SLAM LATCH

COVER LINER

NEOPRENE GASKET

INSIDE AND OUTSIDE HANDLES WITH

PADLOCK HASPS

COVER

1" THICK FIBERGLASS

COVER INSULATION

ARM GUIDE

BRACKET

RED VINYL GRIP

HOLD OPEN

ARM

PINTLE HINGE

LIFTING MECHANISM WITH

REINFORCED COMPOSITE TUBES

AND COMPRESSION SPRINGS

1" RIGID FIBERBOARD INSULATION

FLASHING SYSTEM

PRECAST CONCRETE

DECK/SLAB

TAPERED POLYISOCYANURATE

INSULATION

STEEL LADDER NOT INDICATED FOR DRAWING

CLARITY. STEEL LADDER TO BE INSTALLED AT LOCK

HASP SIDE.

PROVIDE WOOD BLOCKING ANCHORED INTO

CONCRETE DECK/SLAB.

VERIFY FINAL HEIGHT OF

WOOD BLOCKING WITH HEIGHT

OF TAPERED INSULATION

SYSTEM HEIGHT/ELEVATION.

NOTE: PROVIDE A FIXED RAILING SYSTEM ATTACHED TO ROOF SCUTTLE

FRAME. RAILS AND MOUNTING BRACKETS WILL BE ALUMINUM MATERIAL

WITH STAINLESS STEEL HARDWARE, SELF-CLOSING AND LOCKING

GATE. PROVIDE YELLOW POWDER COAT PAINT FINISH ON RAILS. MEETS

OR EXCEEDS OSHA 29 CFR 1910.23.

3' - 0"

2' - 6"

OVERALL

3' - 1"

FRAME OPENING LENGTH

2' - 6"

O

VE

RA

LL

3'

- 7

FR

AM

E O

PE

NI

NG

W

ID

TH

3'

- 0

1'

- 2

" M

AX

1'

- 0

6' -0

" M

AX

FLOOR LINE

4" X 7" X 1/4" X 4" LONG

ANGLE BRACKET MIN. 4

PER LADDER

3/4" BAR STOCK

KNURLED RUNGS (TYP.)

1/2" X 2-1/2" BAR STOCK

(TYP.)

6" -1

2"

FRAME OPENING

NOTE: PRIME LADDERS AND

PAINT WITH ONE COAT

ALKYD ENAMEL (TYP.)

ACCESS HATCH

PROVIDE CONTINUOUS 16 GA. METAL STUD BOX COLUMN @

BRACKET LOCATIONS FOR ATTACHMENT.

NOTE:

PROVIDE STEEL LADDER

SAFETY POST @ HATCH

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - ROOF

DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

589A5-21-700

A-B19-522

ISSUE FOR BID

21-116367C77622C0043

3" = 1'-0"

PLAN DETAIL AT PARAPET - LINK TO BUILDING 21

3" = 1'-0"

SECTION DETAIL AT PARAPET - LINK TO BUILDING 21

3" = 1'-0"

SECTION DETAIL - PARAPET TERMINATION

1 1/2" = 1'-0"

SECTION AT ROOF HATCH

0 6" 9"3" 0 6" 9"3" 0 6" 9"3"

0 1' 1 1/2'1/2'

Revisions: Date:

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

1 1/2" = 1'-0"

ACCESS LADDER DETAIL

FACE OF WALL OR VERTICAL

CONSTRUCTION

ACOUSTICAL CEILING TILE

STANDARD WALL ANGLE.

COLOR TO MATCH TEE.

FINISH FLOOR

0"

3"

BLDG. JT.

2"

- 1

/2

2" FLOOR EXPANSION JOINT - BASIS OF

DESIGN: INPRO 733-A01-050. TOP OF JOINT

TO ALIGN WITH TOP OF FINISHED FLOOR

MATERIAL.

2" WALL EXPANSION JOINT

(BEYOND) - BASIS OF DESIGN: INPRO

811-A07-050.

INTERIOR DOOR AND HOLLOW METAL

FRAME.

SCHEDULED WALL BASE BEYOND,

REFER FINISH PLANS AND

SCHEDULE.

EXISTING CONCRETE FLOOR

AND STRUCTURE (BLDG. 21)

SCHEDULED FLOORING, REFER

FINISH PLANS AND SCHEDULE.

PROVIDE TAPERED FLOOR

LEVELING AS REQUIRED TO

PROVIDE A SMOOTH TRANSITION

BETWEEN FLOORING MATERIALS.

MODIFY EDGE OF EXISTING CONCRETE SLAB

AS REQUIRED TO INSTALL EXPANSION JOINT.

CORNER GUARD

7"

EXISTING FLOORING TO

REMAIN.

B.9

6" DEEP ALUMINUM STOREFRONT

SYSTEM. BASIS OF DESIGN: KAWNEER

UT601 FRONT SET SYSETM OR VA

APPROVED EQUAL

3 1/2 THICK MINERAL WOOL

INSULATION (R-13 MIN.)

WEATHER BARRIER

1 1/2" CONTINUOUS RIGID INSULATION

(R-7.5 MIN.)

3/4" SHEATHING

STEEL MEMBER; REF. STRUCT.

1' - 0 1/2"

B.9

STEEL MEMBER; REF. STRUCT.

EXISTING WALL

TO REMAIN (BUILDING 21)

EXISTING BRICK

TO REMAIN (BUILDING 21)

2" WALL EXPANSION JOINT. MATCH COLOR OF

ADJACENT WALL. RUN JOINT UP FRONT

OF WALL AND PARAPET, OVER THE TOP

OF PARAPET, AND DOWN THE BACK SIDE

OF THE PARAPET. PROVIDE WALL

EXPANSION JOINT BASE ENCLOSURE

WHERE JOINT MEETS ROOFING.

6" DEEP ALUMINUM STOREFRONT

SYSTEM. BASIS OF DESIGN: KAWNEER

UT601 FRONT SET SYSETM OR VA

APPROVED EQUAL

5/8" GYPSUM BOARD, TYP.

1' - 0 1/2"

BL

DG

. J T.

2" 7"

1/

2"

3/

4"

2" FLOOR EXPANSION JOINT -

BASIS OF DESIGN: INPRO 733-A01-050.

TOP OF JOINT TO ALIGN WITH TOP

OF FINISHED FLOOR MATERIAL.

2" WALL EXPANSION

JOINT - BASIS OF DESIGN:

INPRO 811-A07-050.

A-B19-541

INTERIOR DOOR AND

HOLLOW METAL

FRAME.

3 1/2 THICK MINERAL WOOL

INSULATION (R-13 MIN.)

ANCHOR BOLT EMBEDED

IN EPOXY; PER SPECS.

CAP STRIP

FLOORING

COVE FORM

VERTICAL WALL

STUDS AT 16" ON

CENTER

CUT HORIZONTAL

FASTENER FROM

STUD. CONTRACTOR

TO COORDINATE

LOCATIONS.

FASTEN AT BOTH

ENDS WITH MIN.

4 TAPPING

SCREWS.

WALL FINISH

PLAN

ISOMET

RIC

METAL STUDS (20 GA.) AT

16" O.C.- TYP.

CONT. 8" HIGH (16 GA.)

STEEL BLOCKING PLATE,

ANCHOR TO STUDS / 2

SELF TAPING FLAT HEAD

SCREWS PER STUD

PROVIDE 8" HIGH X 48" LONG X 16 GAUGE CONTINUOUS

BACK-UP BLOCKING PLATES SECURELY ANCHORED WITH

FLAT HEAD SCREWS OVER METAL STUDS BEHIND ALL

TOILET

ACCESSORIES, BASE CABINETS, WALL CABINETS,

MILLWORK,

SHELVING, VISUAL DISPLAY BOARDS, WALL/ HANDRAIL (NEW

WALLS) AND ALL OTHER SURFACE MOUNTED ITEMS.

NOTE:

IF WOOD BLOCKING USED,

PROVIDE 1/2" MINIMUM

FIRE-RATED PLYWOOD.

ELEVATION

PLAN PARTITION PER PLAN

BRACKET SURFACE

MOUNTED FIRE

EXTINGUISHER CABINET

" A

FF

1/8" REVEAL

ELEVATION

PLAN

PARTIALLY RECESSED MET FIRE

EXTINGUISHER CAB, COORDINATE

OPENING SIZE & DEPTH

W/ MANUFACTURER

5/8" GYP BD

1-1/2"x1-1/2"x20ga MET ANGLE

@ ALL (4) SIDES OF RATED PARTITION

TYPE OPENING, ATTACH TO MET STUDS

W/ #8 SELF-TAP SM SCREWS @ 12"OC

" A

FF

1/

2"

1/8" 1/8"

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - INTERIOR

DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

589A5-21-700

A-B19-541

ISSUE FOR BID

21-116367C77622C0043

3" = 1'-0"

ACT CEILING AT WALL

3" = 1'-0"

DETAIL - FLOOR TRANSITION AT BLDG. 21

1 1/2" = 1'-0"

PLAN DETAIL - DCA TO LINK

1 1/2" = 1'-0"

PLAN DETAIL - LINK TO BLDG. 21

6" = 1'-0"

INTEGRATED COVE BASE

1/2" = 1'-0"

ANCHORAGE DETAIL

1 1/2" = 1'-0"

BACKING PLATE DETAIL

1 1/2" = 1'-0"

FEC SURFACE MOUNTED TYP.

1 1/2" = 1'-0"

FEC PARTIALLY RECESSED TYP.

0 1' 1 1/2'1/2' 0 1' 1 1/2'1/2' 0 6" 9"3"

0 1" 2" 3" 4"

0 1" 2" 3" 4"

NTS NTS NTS NTS

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

BUILDING 19 - DOOR AND FRAME TYPE ELEVATIONS

SE

E

DO

O

R

SC

HE

DU

LE

SEE DOOR SCHEDULE

FRAME TYPE 1

SE

E

DO

O

R

SC

HE

DU

LE

DOOR TYPE A

SEE DOOR SCHEDULE

DOOR TYPE B

SEE DOOR SCHEDULE

SE

E

DO

O

R

SC

HE

DU

LE

DOOR TYPE C

SEE DOOR SCHEDULE

SE

E

DO

O

R

SC

HE

DU

LE

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

2" 2"2"

SE

E

DO

O

R

SC

HE

DU

LE

SEE DOOR SCHEDULE

FRAME TYPE 2

2" 2"4"

DOOR TYPE D

SEE DOOR SCHEDULE

SE

E

DO

O

R

SC

HE

DU

LE

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 STUDS

VARIES

/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.

CONTINUOUS BACKER ROD AND

SEALANT AT EACH SIDE

5/ 8"

4" 1 15/16"1 15/16"

8" 3"

HM FRAME AND DOOR

STEEL MEMBER; REF. STRUCT.

THRU-WALL STAINLESS STEEL FLASHING

WEATHER BARRIER

RETURN BRICK AT OPENINGS TYP.

3/4" SHEATHING

3 1/2" THICK MINERAL WOOL INSULATION

(R-13 MIN.)

1 1/2" CONTINUOUS RIGID INSULATION

(R-7.5 MIN.)

5/8" GYP. BD

CONTINUOUS BACKER ROD AND

SEALANT AT EACH SIDE

5/8"2"

/1 6"

/1 6"

8"

HM FRAME AND DOOR

RETURN BRICK AT OPENINGS TYP.

5/8" GYP. BD

WEATHER BARRIER

3/4" SHEATHING

3 1/2" THICK MINERAL WOOL INSULATION

(R-13 MIN.)

1 1/2" CONTINUOUS RIGID INSULATION

(R-7.5 MIN.)

FULL-DEPTH FACE BRICK MATCHING

EXISTING VA BUILDING BRICK

SPECIFICATIONS

BL

DG

. J T.

2"

2" WALL EXPANSION JOINT - BASIS

OF DESIGN: INPRO 811-A07-050.

INTERIOR DOOR AND HOLLOW

METAL FRAME.

ANCHOR BOLT EMBEDED

IN EPOXY; PER SPECS.

2" FLOOR EXPANSION JOINT (BEYOND) -

BASIS OF DESIGN: INPRO 733-A01-050.

TOP OF JOINT TO ALIGN WITH TOP

OF FINISHED FLOOR MATERIAL.

CONTINUOUS SEALANT AT

EACH SIDE

MODIFY EDGE OF EXISTING WALL AS

REQUIRED TO INSTALL NEW

HOLLOW METAL FRAME.

5/8" GYP. BD

/1 6"

9/

3/

4"

2" 5/8"

BLDG. JT.

2"

2" WALL / CEILING EXPANSION

JOINT - BASIS OF DESIGN:

INPRO 811-A07-050.

INTERIOR DOOR AND HOLLOW

METAL FRAME.

ANCHOR BOLT EMBEDED

IN EPOXY; PER SPECS.

CONTINUOUS SEALANT AT

EACH SIDE

MODIFY EDGE OF EXISTING WALL

AS REQUIRED TO INSTALL NEW

HOLLOW METAL FRAME.

1 15/16" 1 9/16"

5 3/4"

5/8" GYP. BD

2" 5/

8"

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - DOOR

SCHEDULE AND DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

589A5-21-700

A-B19-601

ISSUE FOR BID

21-116367C77622C0043

3" = 1'-0"

TYPICAL HEADER AT STUD WALL

3" = 1'-0"

TYPICAL JAMB AT STUD WALL

BUILDING 19 - EXTERIOR DOOR SCHEDULE

FROM ROOM TO ROOM

DOOR FRAME

FIRE RATING

LABEL HARDWARE SET NOTESTAG

SIZE

MATERIAL FINISH DOOR TYPE GLAZING MATERIAL FRAME TYPE

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

CORRIDOR XA1-01 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 2 3 / A-B19-601 4 / A-B19-601 # 2

MECHANICAL XA101 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 2 3 / A-B19-601 4 / A-B19-601 # 2

CORRIDOR XA1-02 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 2 3 / A-B19-601 4 / A-B19-601 # 2

CORRIDOR (LINK) XB1-01 3' - 4" 7' - 2" 1 3/4" D

ELECTRICAL ROOM XA108 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 2 3 / A-B19-601 4 / A-B19-601 # 2

XB1-02 6' - 0" 9' - 0" 2" 30

XB1-07 6' - 0" 9' - 0" 2" 30

3" = 1'-0"

HEAD AT EXT. BRICK WALL

3" = 1'-0"

JAMB AT EXT. BRICK WALL

3" = 1'-0"

HM JAMB AT EXISTING WALL

3" = 1'-0"

HM HEAD AT EXISTING WALL

ALUM ANOD IG-1 ALUM PER SYSTEM PER SYSTEM PER SYSTEM BASIS OF DESIGN:PER SYSTEM PER SYSTEM

BUILDING 19 - INTERIOR DOOR SCHEDULE

FROM ROOM TO ROOM

DOOR FRAME

FIRE RATING

LABEL

HARDWARE

SET NOTESTAG

SIZE

MATERIAL FINISH DOOR TYPE GLAZING MATERIAL FRAME TYPE

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

CORRIDOR CORRIDOR (LINK) A1-01A 6' - 0" 7' - 0" 1 3/4" HM PAINT B HM 1 6 / A-B19-601 5 / A-B19-601 # 2

CORRIDOR ENTRANCE ROOM B A105 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601

BREAKDOWN

ROOM

CORRIDOR A104 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 1 1 / A-B19-601 2 / A-B19-601

WORK ROOM IT EQUIPMENT

STORAGE

A106A 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 1 1 / A-B19-601 2 / A-B19-601

CORRIDOR MECHANICAL A101A 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601

CORRIDOR ELECTRICAL ROOM A108 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601 90 MIN.

CORRIDOR ENTRANCE ROOM A A109 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601

MCR CORRIDOR A107A 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 1 1 / A-B19-601 2 / A-B19-601 45 MIN.

MCR CORRIDOR A107B 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 1 1 / A-B19-601 2 / A-B19-601 45 MIN.

CORRIDOR A101B 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601

TOILET CORRIDOR A102 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601

CORRIDOR HAC A103 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601

CORRIDOR (LINK) A1-01B 6' - 0" 7' - 0" 1 3/4" HM PAINT B HM 1 3 / A-B19-601 3 / A-B19-601

WORK ROOM CORRIDOR A106 5' - 0" 8' - 0" 1 3/4" PAINT C 1 / A-B19-601 2 / A-B19-601

BUILDING 19 - DOOR SCHEDULE LEGEND AND NOTES

A. CONTRACTOR SHALL REVIEW HARDWARE SETS WITH VA COR PRIOR TO ORDERING.

B. SEE SPECIFICATIONS (DIVISION 09 OPENINGS) FOR DOOR AND FRAMES.

C. SEE SPECIFICATION SECTION 08 71 00 FOR HARDWARE SETS.

D. SEE SPECIFICATION SECTION 08 80 00 FOR GLAZING TYPES.

E. ALL WOOD DOORS ARE SOLID CORE.

F. FOR DOOR SCHEDULE, TYPES AND DETAILS ON BUILDING 19, SEE SHEET A-B19-601. FOR THE

REST OF THE DOOR SCHEDULE, TYPES AND DETAILS, SEE SHEET A-601.

GENERAL NOTES NOTES LEGEND

1. KNOCK-DOWN DOOR FRAME WITH HOSPITAL STOPS.

2. REFER TO SPECIFICATION 08 56 53 FOR BLAST REQUIREMENTS.

3. FULLY WELDED FRAME.

4. WOOD DOOR - EACH LOCATION - SPECIES, CUT AND STAIN COLOR TO MATCH EXISTING ADJACENT DOORS.

5. KNOCK-DOWN DOOR FRAME WITH STANDARD STOPS.

HM HOLLOW METAL

WD WOOD

ALUM ALUMINUM

IG INSULATED GLASS

ANOD CLEAR ANODIZED

T TEMPERED

HM HM 1

0 6" 9"3" 0 6" 9"3"

0 6" 9"3" 0 6" 9"3"

0 6" 9"3" 0 6" 9"3"

Revisions: Date:

65% DESIGN DEVELOPMENT SUBMISSION 09-12-23

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

7 7/16"

FIRE RESISTIVE

SAFETY GLAZING

1" CLEAR SRIL

(SEMI-RIGID

INTUMESCENT LAYER) TPS

POLYSULFIDE

/2

FIRE RESISTIVE

SAFETY GLAZING

1" CLEAR SRIL

(SEMI-RIGID

INTUMESCENT LAYER)

TPS

POLYSULFIDE

/4

/1

FIRE RESISTIVE

SAFETY GLAZING

1" CLEAR SRIL

(SEMI-RIGID INTUMESCENT LAYER)

TPS

2 1/2" POLYSULFIDE

/4

/1

/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

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

GLAZING

REMOVABLE GLASS STOP

/8

4 1/4"

/4

/2

A

IG-1 IG-1 IG-1

IG-1IG-1IG-1

IG-1 IG-1 IG-1

2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2"

4" 3'

- 8

2" 3'

- 4

2" 3'

- 4

4"

10' - 8"

4"

B

IG-1 IG-1 IG-1

IG-1 IG-1

IG-1IG-1

IG-1

2" 3' - 4" 2" 3' - 4" 2" 3' - 4" 2"

4" 3'

- 8

2" 3'

- 4

2" 3'

- 4

4"

7'

- 2

10' - 8"

4"

C

2 1/2"

1/

2" 3'

- 7

1/

2"

5 EQUAL SPACES

4'

- 0

FR-1 FR-1 FR-1 FR-1 FR-1

21' - 9"

A-B19-611

A-B19-611

A-B19-611

SEALANT AND BACKER ROD

MINERAL WOOL

SEALANT AND BACKER ROD

SEALANT AND BACKER ROD

MINERAL WOOL

SEALANT AND BACKER ROD

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - WINDOW

SCHEDULE, DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

Checker Author

589A5-21-700

A-B19-611

ISSUE FOR BID

21-116367C77622C0043

3" = 1'-0"

TYPICAL JAMB/SILL AT BORROWED LITE

1 1/2" = 1'-0"

CURTAIN WALL DETAIL

0 1' 1 1/2'1/2'

0 1' 1 1/2'1/2'

GLAZING TYPES

FR-1 CLEAR FIRE-RATED LAMINATED GLASS

IG-1 CLEAR INSULATED LAMINATED GLASS

Revisions: Date:

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

6" = 1'-0"

FIRE LAMINATED GLASS - SILL DETAIL

6" = 1'-0"

FIRE LAMINATED GLASS - JAMB DETAIL

6" = 1'-0"

FIRE LAMINATED GLASS - MULLION DETAIL

CLEAR FIRE LAMINATED GLASS PREFROMANCE SPECIFICATIONS:

A. Performance Requirements: Provide a fire rated glazing manufactured, fabricated and installed to maintain performance criteria stated by manufacturer without defects, damage, or failure.

1. Fire Rating: 120 minutes with hose stream.

2. Fire resistive, safety rated glazing tested in accordance with ASTM E119, ANSI/UL 263.

3. Testing Laboratory: Fire test shall be conducted by a nationally recognized independent testing laboratory.

B. Design Requirements:

1. Glass Make-up: Comprised of multiple lites of [clear tempered] with clear, fire resistive, intumescent interlayers in between.

2. Fire Rating: Must be fire rated to 120 minutes with hose stream and meet

ASTM E-119, ANSI/UL263, ULC CAN4-S101

C. Manufacturer’s Fire Rated Glazing Material:

1. Each piece of fire-rated glazing material shall be labeled with a permanent logo including name of product, manufacturer, testing laboratory, fire rating period and safety glazing standards.

CORRIDOR

A1-01

TOILET

A102

HAC

A103

CORRIDOR

(LINK)

B1-01

FIRE WATER

RISER ROOM

A110

MCR SUPPR.

TANKS

A111

MECHANICAL

A101

MCR

A107

CORRIDOR

A1-02

ENTRANCE

ROOM A

A109

ELECTRICAL

ROOM

A108

WORK ROOM

A106

ENTRANCE

ROOM B

A105

BREAKDOWN

ROOM

A104

IT EQUIPMENT

STORAGE

A106A

TS-1

TS-1

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - FINISH AND

SIGNAGE PLAN, FINISH, SIGNAGE AND

EQUIPMENT SCHEDULES

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

Checker Author

589A5-21-700

AF-B19-611

ISSUE FOR BID

21-116367C77622C0043

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR BASE WALLS CEILING

REMARKS

FLOOR

MATERIAL

FLOOR

COLOR

BASE

MATERIAL

BASE

COLOR

NORTH WEST SOUTH EAST

TYPE HEIGHTMATERIAL FINISH COLOR MATERIAL FINISH COLOR MATERIAL FINISH COLOR MATERIAL FINISH COLOR

A109 ENTRANCE ROOM A SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A105 ENTRANCE ROOM B SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A107 MCR SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A103 HAC SC VB VB-1 GYPSUM BD. PAINT/CERA

MIC TILE

P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT/CERA

MIC TILE

P-1 OPEN TO

STRUCTURE

N/A

A102 TOILET SC VB VB-1 GYPSUM BD. PAINT/CERA

MIC TILE

P-1 GYPSUM BD. PAINT/CERA

MIC TILE

P-1 GYPSUM BD. PAINT/CERA

MIC TILE

P-1 GYPSUM BD. PAINT/CERA

MIC TILE

P-1 ACT-1 10' - 0"

A106A IT EQUIPMENT STORAGE SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A104 BREAKDOWN ROOM SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A106 WORK ROOM SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 ACT-1 10' - 0"

A108 ELECTRICAL ROOM SC VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A101 MECHANICAL SC VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A111 MCR SUPPR. TANKS SC VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A110 FIRE WATER RISER ROOM SC VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 OPEN TO

STRUCTURE

N/A

A1-02 CORRIDOR SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 ACT-1 10' - 0"

A1-01 CORRIDOR SDT SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 ACT-1 10' - 0"

B1-01 CORRIDOR (LINK) SC SDT-1 VB VB-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 GYPSUM BD. PAINT P-1 ACT-1 11' - 4"

N 1/8" = 1'-0"1

BUILDING 19 - FINISH/SIGNAGE PLAN - DATA CENTER

EQUIPMENT SCHEDULE

EQ.NUMBER DESCRIPTION QTY

PROVIDED

BY MOUNTING DETAIL COMMENTS

A102

TOILET

A1066 Mirror, Float Glass, With Stainless Steel Frame 1 CFCI

A5075 Dispenser, Soap 1 VFVI

A5090 Disposal, Sanitary Napkin, SS, Surface Mounted 1 CFCI

A5200 Dispenser, Toilet tissue, SS, 2-Roll, Surface Mntd 1 CFCI

F2010 Basket, Wastepaper, Stepon 1 VFVI

A103

HAC

A5135 Utility Shelf, Mop/Broom Holders, Surface Mounted 1 CFCI

NOTE: REFER SHEET AF-601 (VOL. 1) FOR ROOM FINISH LEGEND

SIGNAGE SCHEDULE

TAG SIGN TYPE

ROOM

NUMBER

TEXT QTY REMARKS

01 TYPE B A100 Data Center 1

02 TYPE A A101 - 1

03 TYPE D A102 - 1

04 TYPE A A103 - 1

05 TYPE B A107 MCR 1

06 TYPE B A104 Breakdown Room 1

07 TYPE B A106 Work Room 1

08 TYPE B A105 Entrance Room B 1

09 TYPE A A106A - 1

10 TYPE A A101 - 1

11 TYPE B A109 Entrance Room A 1

12 TYPE A A108 - 1

13 TYPE B A107 MCR 1

0 4' 8' 16'

Revisions: Date:

65% DESIGN DEVELOPMENT SUBMISSION 09-12-23

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

DN

BUILDING 19

BUILDING 21

CONNECTING CORRIDOR

BUILDING 24

(NEW CONSTRUCTION)

(EXISTING)

(EXISTING)

(EXISTING)

ASP9

ASP7

ASP8

ASP1

TYP.

ASP12

GENERATOR PAD

(EXISTING)

TRANSFORMER PAD

(NEW)

ASP6

ASP12

ASP1

ASP1

AS-B19-501

ASP13

ASP16

ASP11

ASP10

ASP17

ASP18

ASP17

ASP17

TYP.

ASP12

8'

- 0

12' - 9" 5' - 0" 13' - 10 7/8"

8'

- 8

/4

6' - 0"

5' - 0"

3/

4"

5'

- 0

1'

- 0

5' - 0"

5'

- 0

8'

- 0

4' - 11"

3' - 0" 4' - 11" 8' - 0" 2' - 6"

27' - 9 3/4"

10' - 3" 2' - 10"

9' - 10"

5'

- 8

2'

- 6

10' - 10"4'

- 6

1'

- 6

2'

- 1

0"

7'

- 4

/2

3'

- 0

3' - 6"

3' - 0"

22' - 1" 5' - 0"

5' - 11 1/4"

9' - 11 1/4"

21' - 7 5/8"

3/ 4"

1'

- 0

CLEAR OPENING FOR GATE

16' - 0"

4' - 3"

10' - 10"10' - 10" 7' - 2"

3'

- 0

EQ

EQ

EQ

EQ

16' - 1"

4'

9"

V.I.F.

+/- 8' - 10"

V.

I.F

- 3

5"

ASP20

ASP20

ASP9

2' - 5"5' - 0" 12' - 6"

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - SITE PLAN EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

Checker Author

589A5-21-700

AS-B19-101

ISSUE FOR BID

21-116367C77622C0043

1. REFER TO SHEET A-B19-002 FOR GENERAL SHEET NOTES AND LEGENDS.

GENERAL SHEET NOTES

N 3/32" = 1'-0"1

ARCHITECTURAL - SITE PLAN

SITE PLAN KEYNOTES

ASP1 MINERAL MULCH (DECOMPOSED GRANITE), REFER SPECIFICATIONS.

ASP6 EXISTING LANDSCAPE TO REMAIN.

ASP7 GRASSCRETE DRIVE, REFER DETAIL 4/AS-B19-501.

ASP8 EXISTING SIDEWALK, REFER TO CIVIL FOR EXTENT OF WORK.

ASP9 SECURITY ACCESS GATE. BASIS OF DESIGN: DURAGATE DGT-BS

SUPER DUTY STEEL BARRIER W/OPEN POSITION LOCK POST

INCLUDED. (16 FT. LONG KIT), INSTALL PER MANUFACTURER'S

RECOMMENDATIONS, POSTS ON CONCRETE PIERS 14" DIA. AND 36"

DEEP ON 6" OF GRANULAR FILL.

ASP10 EXISTING GENERATOR PAD TO REMAIN.

ASP11 TRANSFORMER PAD, ENCLOSURE AND ACCESS GATE. REFER CIVIL

AND ELECTRICAL DRAWINGS.

ASP12 EQUIPMENT PADS. REFER STRUCTURAL AND MECHANICAL FOR

ADDITIONAL INFORMATION.

ASP13 EXISTING CHAIN LINK FENCE TO REMAIN AS SHOWN.

ASP16 CHAIN LINK, REFER 5/AS-B19-501.

ASP17 CONCRETE SIDEWALK, REFER CIVIL DRAWINGS C-B19-C601.

ASP18 CONCRETE LANDING AND STEP, REFER CIVIL DRAWINGS C-B19-C601.

ASP20 6" CONCRETE CURB. REFER CIVIL DRAWINGS C-B19-C300 FOR

ADDITIONAL INFORMATION.

Revisions: Date:

35% SCHEMATIC DESIGN SUBMISSION 07-12-22

35% SCHEMATIC DESIGN SUBMISSION R1 09-21-22

35% SUBMITTAL II 06-13-23

65% DESIGN DEVELOPMENT SUBMISSION 09-12-23

95% CONSTRUCTION DOCUMENTS SUBMISSION 10-31-23

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID R1 02-28-24

0 16' 24'8'

TROWEL

MARGIN

CONSULT THE TECHNICAL BULLETIN FOR

INFORMATION ON REQUIRED REINFORCEMENT.

2" - 6" MIN GRANULAR

SUB-BASE 3

4" MIN. DIA.

AGGREGATE

1" CLEAN ASTM C-33 SAND

8" AGGREGATE

CONCRETE

STANDARD EDGE DETAIL

EXPANSION JOINT AT MAX. 50 FT.

CENTERS TO BE BITUMEN

IMPREGNATED FIBER BOARD

1/ 2"

8"

3/

4"

CROSS SECTION OF BASE

COMPACTED SUBGRADE

1-1/2" METAL PIPE

RAILING W/ HANDRAILS

GRANULAR FILL

1 1/2"

REINFORCED CONCRETE, SEE CIVIL

DRAWINGS C-B19-C601 FOR ADDITIONAL

INFORMATION

CONCRETE STAIRS, SEE

CIVIL FOR ADDITIONAL

INFORMATION

3/4" METAL PIPE PICKETS

6" 4"

3' -0

" 3'

6"

7' - 10"

2"

8"

4"

1' - 0"

1'

- 0

3'

- 0

3'

- 0

6" 4"

COMPACTED SUBGRADE

GRANULAR FILL

CONCRETE STAIRS, SEE CIVIL DRAWINGS C-B19-C601

FOR ADDITIONAL INFORMATION

EXPANSION JOINT AND

SEALANT

1" NOSING

METAL

RAILING

4" 4"

4"

6"

6"

4"

1' - 0" 1' - 0"

CONCRETE STAIR

1/2" 1/2" 1 1/2"

6"

CORE DRILL HOLE,

FILL GAP W/ NON-

SHRINK GROUT

1-1/2" STAINLESS

STEEL POST

CL

GROUT AND SHIM

SPACE

WELD POST TO

BASEPLATE

3-3/4" X 3-3/4" X

1/4" SQUARE PL.

1"

CONTINUOUS BEAD OF SEALANT

AT ALL SIDES OF PLATE

NEW CHAINLINK FENCE WITH PRIVACY SCREENING

TO MATCH EXISTING IN HEIGHT COLOR AND DESIGN.

CONCRETE PIERS 14" DIA. AND 36" DEEP ON 6" OF

GRANULAR FILL .SPACING TO MATCH EXISTING.

POST TO HAVE MOUNTING PLATES AND MOUNT TO

CONCRETE FOUR (4) 1/2" X 3" CONCRETE ANCHORS.

EXISTING CHAINLINK FENCE

TWO (2) 3'-0" WIDE ACCESS DOORS WITH CHAIN

LINK AND PRIVACY SCREENING TO MATCH

EXISTING.

- 1

8'

- 9

/2

NEW TRANSFORMER PAD, REFER CIVIL AND

ELECTRICAL

EXISTING GENERATOR PAD TO REMAIN

V.

I.F

- 4

0"

0" 4'

- 0

V.I.F.

+/- 30' - 0"

V.I.F.

+/- 4' - 0"

V.I.F.

+/- 4' - 0"

11' - 7"

9'

- 6

TWO (2) 3'-0" WIDE ACCESS DOORS WITH CHAIN

LINK AND PRIVACY SCREENING TO MATCH

EXISTING. ALIGN WITH TRANSFOMER LOCATION

TO ALLOW FOR OPERATION & MAITANCE .

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

Bancroft Project No. VA CONTRACT NO.

02-28-24

ARCHITECTURAL - BUILDING 19 - TYPICAL

SITE DETAILS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

Checker Author

589A5-21-700

AS-B19-501

ISSUE FOR BID

21-116367C77622C0043

3/4" = 1'-0"

SECTION AT STAIRS

3/4" = 1'-0"

SECTION AT STAIRS

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

POST SLEEVE DETAIL

0 6" 9"3"

1/64" = 1'-0"

DETAIL - PARTIALLY CONCEALED GRASSCRETE SYSTEM

NTS

1. REFER TO SHEET A-B19-002 FOR GENERAL SHEET NOTES AND LEGENDS.

GENERAL SHEET NOTES

Revisions: Date:

100% CONSTRUCTION DOCUMENTS SUBMISSION 12-19-23

ISSUED FOR BID 12-28-23

ISSUED FOR BID R1 02-28-24

N 1/4" = 1'-0"5

BUILDING 19 - ENLARGED PLAN - SECURITY FENCE

0 2' 4' 8'

03/22/2024

FENCE

GENERAL NOTES FOR CONTRACTORS: SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS INCLUDING THE LIFE SAFETY AND INFECTION CONTROL WORK LOCATED WITHIN THE GENERAL DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT PART OF THIS SECTION AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED

HEREIN.

EQUIVALENCY SUBSTITUTIONS: THE “BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS” ARE TO BE FOLLOWED FOR ALL MATERIALS, EQUIPMENT, ASSEMBLIES AND SYSTEMS SPECIFIED AND DETAILED THROUGHOUT ALL DRAWINGS AND SPECIFICATION SECTIONS, WHETHER THE BOD DESIGNATE IS SPECIFICALLY REFERENCED THEREIN OR NOT. SEE THE GENERAL DRAWINGS SECTION FOR THE SPECIFIC BOD COMPLIANCE REQUIREMENTS AND PROTOCOLS TO BE FOLLOWED.

1. THIS CONTRACTOR SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT NOT NECESSARILY LIMITED TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL DRAWIINGS AND ENTIRE PROJECT MANUAL. THIS CONTRACTOR SHALL ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO THE COMPLETION OF THEIR WORK. THE CONTRACTOR SHALL FULLY COORDINATE THEIR WORK WITH THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY OTHER TRADES AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE INSTALLATION. ALL OF THE ABOVE SHALL BE

INCLUDED IN THE SCOPE OF WORK AT NO ADDITIONAL CHARGE TO THE VA/GOVERNMENT.

2. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT THE SITE OF THE WORK AND FULLY INFORM THEMSELVES AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF. SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE VA/CO AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN THEIR WORK AND THE WORK OF OTHER TRADES AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING ANY BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED AS TO INDICATE NO DISCREPANCIES OR CONFLICTING CONDITIONS EXIST.

3. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE INTENT, GENERAL CHARACTER, REQUIREMENTS AND LOCATION OF THE WORK SHOWN AND INCLUDED. THE WORK INDICATED BUT HAVING MINOR DETAILS OBVIOUSLY OMITTED SHALL BE

PROVIDED AT NO ADDITIONAL COST TO THE VA/GOVERNMENT.

4. THIS CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE DRAWINGS WITHOUT DEVIATION FROM THE BOD.

5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE FIRE PROTECTION CONTRACTOR PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON THE PLANS AND/OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND APPURTENANCES REQUIRED TO SET NEW SYSTEMS INTO

OPERATION.

6. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF PIPING CAN BE RUN TO BETTER ADVANTAGE, PREPARE AND SUBMIT SHOP DRAWINGS SHOWING THE CHANGES BEFORE PROCEEDING WITH THE WORK. IF SUCH CHANGES ARE APPROVED BY THE VA/COR AND SUCCESSFULLY REVIEWED BY THE ARCHITECT, THEY SHALL BECOME A

PART OF THE CONTRACT.

7. THIS CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, HEIGHTS AND LOCATIONS PRIOR TO ROUGH-IN.

ANY MENTION OF A SPECIFIC MOUNTING ARRANGEMENT, WEIGHT OR LOCATION SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE SPECIFIC REQUIREMENT FURNISHED OR THE OTHER TRADES WORKING IN THE SAME AREA. NO ADDITIONS TO THE CONTRACT SUM WILL BE PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN CONFLICT WITH OTHER WORK, ETC.

8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CURRENT FEDERAL BUILDING CODES, REGULATIONS, AND REQUIREMENTS, LOCAL UTILITY COMPANY REQUIREMENTS, NFPA, IPC, AND ASHRAE STANDARDS. ALL COMPONENTS

SHALL BE UL LISTED AND FM APPROVED.

9. NOT USED.

10. THIS CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND CAPABLE OF PERFORMING QUALITY WORKMANSHIP.

THIS CONTRACTOR GUARANTEES ALL OF HIS WORK AND MATERIALS FOR THE PERIOD OF ONE YEAR. FROM FINAL

ACCEPTANCE BY THE VA/GOVERNMENT.

11. THIS CONTRACTOR SHALL ESTABLISH SAFE WORKING PROCEDURES FOR THE PROTECTION OF THE WORKMEN IN ALL PHASES OF WORK, COMPLYING WITH ALL APPLICABLE PROVISIONS OF CITY, STATE, AND FEDERAL SAFETY LAWS (OSHA) AND AS RECOMMENDED IN THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" AS ISSUED BY THE ASSOCIATION OF GENERAL CONTRACTORS OF AMERICA, IN., 20TH AND E. STREETS, N.W. WASHINGTON, D.C.

12. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE PURCHASE, DELIVERY, RECEIVING, UNLOADING, UNCRATING, STORING, SETTING IN PLACE, AND PROTECTING ALL NEW EQUIPMENT FURNISHED BY THIS CONTRACTOR AND EQUIPMENT FURNISHED BY VA/GOVERNMENT FROM DAMAGE BY VANDALISM AND WEATHER DURING

CONSTRUCTION.

13. THIS CONTRACTOR SHALL PROVIDE A COMPETENT OPERATING TECHNICIAN TO INSTRUCT THE VA/GOVERNMENT IN THE

OPERATION AND MAINTENANCE OF THE NEW EQUIPMENT.

14. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL REVIEW AND CHECK THE ENTIRE PORTION OF WORK, CLEAN EQUIPMENT AND DEVICES. REMOVE SURPLUS MATERIALS AND RUBBISH FROM THE PROPERTY AND LEAVE THE WORK IN NEAT AND CLEAN ORDER AND IN COMPLETE WORKING CONDITION. EACH RESPECTIVE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY CARTONS, DEBRIS, EQUIPMENT, ETC., INSTALLED BY THIS CONTRACTOR INCLUDING EQUIPMENT FURNISHED BY OTHERS AND UNPACKED OR REMOVED FROM CARTONS BY THIS CONTRACTOR.

15. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL STRUCTURAL STEEL MEMBERS, SLEEVES, AND SHIMS REQUIRED

TO LEVEL AND SUPPORT EQUIPMENT AND PIPES.

16. BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ENTIRE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND IN CONJUNCTION WITH ALL LOCAL, STATE AND FEDERAL PLUMBING

CODES, SUPPLY CERTIFICATE.

17. EXISTING SERVICE VALVES AT ALL BRANCH SUPPLY PIPING SHALL REMAIN AS IS. SUCH SERVICE VALVES SHALL BE AS

PER THE SPECIFICATIONS AND/OR IN KEEPING WITH THE FACILITY STANDARDS.

18. SPRINKLER HEADS SHALL BE LOCATED IN CEILING GRID IN A SYMMETRICAL PATTERN, COORDINATED WITH OTHER DEVICES MOUNTED IN OR ON THE CEILING. PROVIDE ADDITIONAL SPRINKLER HEADS REQUIRED TO ACHIEVE

SYMMETRY. LOCATE SPRINKLER HEADS IN THE CENTER OF CEILING TILES.

19. SPRINKLER CONTRACTOR SHALL PROVIDE A COORDINATED REFLECTED CEILING PLAN AS PART OF THE SUBMITTAL TO THE VA/COR SHOWING SPRINKLER HEAD LOCATIONS COORDINATED WITH CEILING AND ALL OBJECTS MOUNTED IN OR

ON THE CEILING.

20. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED, AUTHORIZED INSTALLER OF COMMERCIAL SPRINKLER SYSTEM AND SHALL HAVE HAD A MINIMUM OF THREE (3) YEARS OF EXPERIENCE IN THE INSTALLATION OF SPRINKLER SYSTEMS.

FIRE PROTECTION GENERAL NOTES FIRE PROTECTION GENERAL NOTES

21. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESIGN OF THE SPRINKLER SYSTEM AND TO SUBMIT HYDRAULIC CALCULATIONS PER NFPA 13 IN SUBMITTAL OF SHOP DRAWINGS AND FOR THE COMPLETE DESIGN OF THE SPRINKLER

SYSTEM. THE SPRINKLER SYSTEM SHALL BE:

A. A DESIGNED SYSTEM IN ACCORDANCE WITH NFPA 13, 2022 AND SPECIFICATION.

B. DESIGNED TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEM, AS

INDICATED AND DESCRIBED ON THE CONTRACT DOCUMENTS.

C. ACCEPTABLE TO THE FIRE MARSHAL AND OR ALL LOCAL AUTHORITIES HAVING JURISDICTION.

22. THE SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE AUTHORITIES HAVING JURISDICTION, FULLY COORDINATED SHOP DRAWINGS OF SPRINKLER HEADS, HANGERS AND SUPPORTS. DESIGN PLAN SHALL BE PREPARED AND SIGNED/SEALED BY A REGISTERED FIRE PROTECTION ENGINEER IN ACCORDANCE WITH UCF

REQUIREMENT OR BY A NICET LEVEL III/IV TECHNICIAN.

23. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL

FIRE PROTECTION CODE, AND ALL LOCAL AUTHORITIES HAVING JURISDICTION.

24. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TEST OF ANY OR ALL PARTS OF THE WORK AS REQUIRED BY

AUTHORITIES HAVING JURISDICTION AND PAY ALL CHARGES FOR SAME.

25. ARCHITECT/ENGINEER SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE FLOW TEST DATA OR PERFORMING AN

UPDATED FLOW TEST AS PER NFPA 13 AND NFPA 25.

26. AREA SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENT FOR OCCUPANCY PER NFPA 13.

27. THE AUTOMATIC WET FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN SUCH A MANNER TO PREVENT THE SYSTEM PIPING

OR SPRINKLER HEAD EXPOSURE TO TEMPERATURES LESS THAN 40 DEGREES F.

28. PAINT NEW SPRINKLER PIPING RED AND LABEL PER NFPA 13.

29. CONTRACTOR SHALL PROVIDE COORDINATED PIPE SLEEVE DRAWINGS SHOWING ALL PENETRATIONS THROUGH FLOORS.

30. NOT USED.

31. ALL FIRE PROTECTION VALVES SHALL BE "ELECTRICALLY" SUPERVISED.

32. CONTRACTOR SHALL PROVIDED COORDINATED PIPE SLEEVE DRAWINGS SHOWING ALL PENETRATIONS THROUGH

FLOORS.

33. INSTALLER QUALIFICATIONS: CONTRACTOR'S RESPONSIBILITY SHALL INCLUDE DESIGNING, FABRICATING AND INSTALLING FIRE-SUPPRESSION SYSTEMS AND PROVIDING PROFESSIONAL ENGINEERING SERVICES OR THE SERVICES OF A NICET LEVEL III/IV TECHNICIAN AS NEEDED TO ASSUME ENGINEERING RESPONSIBILITY. CALCULATIONS BASED ON RESULTS OF

THE FIRE-HYDRANT FLOW TEST(S) THEY PERFORM.

A. ENGINEERING RESPONSIBILITY: PREPARATION OF WORKING PLANS, CALCULATIONS, AND FIELD TEST

REPORTS BY A QUALIFIED PROFESSIONAL FIRE PROTECTION ENGINEER.

34. WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE, SECTION

IX.

35. NFPA STANDARDS: FIRE SUPPRESSION SYSTEM EQUIPMENT, SPECIALTIES, ACCESSORIES, INSTALLATION AND TESTING

SHALL COMPLY WITH THE FOLLOWING:

• NFPA 13, 2022 INSTALLATION OF SPRINKLER SYSTEMS.

• NFPA 101, 2021 LIFE SAFETY CODE.

• NFPA 72 , 2022 FIRE ALARM CODE.

36. FIRE-SUPPRESSION SPRINKLER SYSTEM DESIGN SHALL BE APPROVED BY AUTHORITIES HAVING JURISDICTION.

A. MARGIN OF SAFETY FOR AVAILABLE WATER FLOW AND PRESSURE: 10 PERCENT, INCLUDING LOSSES

THROUGH WATER-SERVICE PIPING, VALVES, AND BACKFLOW PREVENTERS.

37. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE VA/COR A COMPLETE LIST OF ITEMS TO BE FURNISHED AND INSTALLED

UNDER THIS CONTRACT. INCLUDING, BUT NOT BE LIMITED TO THE FOLLOWING:

A. DIMENSIONED SHOP DRAWINGS OF MATERIALS AND FIXTURES. DIMENSIONED SHOP DRAWINGS OF

EQUIPMENT AND PIPING PLAN LAYOUT(S).

38. REQUIRED ITEMS TO BE SUBMITTED SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

A. PRODUCT DATA.

B. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED ACCORDING TO NFPA, AND HAVE

BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS.

C. FIELD QUALITY-CONTROL TEST REPORTS.

D. FIELD TEST CERTIFICATES.

E. OPERATION AND MAINTENANCE DATA.

39. SEISMIC PERFORMANCE: FIRE-SUPPRESSION PIPING SHALL BE CAPABLE OF WITHSTANDING THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORDING TO NFPA 13 AND APPLICABLE CODE REQUIREMENTS. ASCE 7, VA 11-18-8.

REFER TO ARCHITECTURAL DESIGN FOR SEISMIC HAZARD LEVEL CLASSIFICATIONS.

40. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE VA/COR A COMPLETE LIST OF ITEMS TO BE FURNISHED AND INSTALLED

UNDER THIS CONTRACT. INCLUDING, BUT NOT BE LIMITED TO THE FOLLOWING:

A. DIMENSIONED SHOP DRAWINGS OF MATERIALS, FIXTURES AND EQUIPMENT.

B. DIMENSIONED SHOP DRAWINGS OF EQUIPMENT AND PIPING PLAN LAYOUT(S).

41. FLEXIBLE CONNECTORS:

A. FLEXIBLE CONNECTORS SHALL HAVE MATERIALS SUITABLE FOR SYSTEM FLUID. INCLUDE 175 PSIG MINIMUM

WORKING-PRESSURE RATING AND ENDS ACCORDING TO THE FOLLOWING:

a. NPS 2 AND SMALLER: THREADED.

b. NPS 2-1/2 AND LARGER: GROOVED FOR USE WITH GROOVED-END PIPE COUPLINGS.

B. STAINLESS-STEEL-HOSE/STEEL PIPE, FLEXIBLE CONNECTORS: CORRUGATED, STAINLESS-STEEL, INNER TUBING COVERED WITH STAINLESS-STEEL WIRE BRAID. INCLUDE STEEL NIPPLES OR FLANGES, WELDED TO

HOSE.

C. STAINLESS-STEEL-HOSE/STAINLESS-STEEL PIPE, FLEXIBLE CONNECTORS: CORRUGATED STAINLESS-STEEL, INNER TUBING COVERED WITH STAINLESS-STEEL WIRE BRAID. INCLUDE STAINLESS-STEEL NIPPLES OR

FLANGES, WELDED TO HOSE.

D. ALL CONNECTIONS AND FLEXIBLE HOSES SHALL BE FM APPROVED.

FIRE PROTECTION GENERAL NOTES

42. EXISTING FIRE SPRINKLER PROTECTION SYSTEM:

A. THE EXISTING FIRE SPRINKLER SYSTS SHALL BE OPERATIONAL THROUGHOUT THE PROJECT.

B. THE SYSTEM MAY ONLY BE NON-OPERATIONAL FOR SCHEDULED SHUTDOWNS. THIS SHALL NOT EXCEED 16 HOURS

WITHIN A 24 HOUR PERIOD.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A FIRE WATCH IF THE SYSTEM IS OUT OF SERVICE FOR

MORE THAN 4 HOURS IN AN OCCUPPIED BULDING. THIS WILL REQUIRE DEDICATED PERSONNEL TO PERFORM THE

FIRE WATCH WITH NO OTHER TAKS PERFORMED.

D. VA/COR TO COORDINATE, A FIRE PROTECTION CONTRACTOR REQUESTED SHUTDOWN WITH APPROPRIATE VA SHOP PERSONNEL. CONTRACTOR WILL SUBMIT A WRITTEN NOTIFICATION 72 HOURS PRIOR TO SHUTDOWN TO THE VA/COR

AND RECIEVE AN AUTHORIZATION APPROVAL RESPONSE FROM THE VA/COR FOR THE SHUTDOWN.

E. INSTALL TEMPORARY UPRIGHT SPRINKLERS IN ROOMS/AREAS WHERE THE CEILING SYSTEM IS BEING REMOVED FOR

MORE THAN A WORK SHIFT AT A TIME.

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA

HAZARD

CLASSIFICATION

SPACE TYPE

DISCHARGE

DENSITY

REMOTE

AREA

MAXIMUM

COVERAGE

AREA PER

SPRINKLER

MAXIMUM

SPACING

WATER

SUPPLY

DURATION

OUTSIDE

HOSE

ALLOWANCE TEMPERATURE

CLASSIFICATION

SPRINKLER

DESCRIPTION

NOTES

GPM/FT² FT² FT² FT. MINUTES GPM

LIGHT HAZARD

GENERAL,

EXCEPT AS LISTED

BELOW

0.10 1,500 225 15 30 100 ORDINARY 1

ORDINARY

HAZARD GROUP 1

ELECTRICAL

ROOMS 0.15 1,500 130 15 60-90 250 INTERMEDIATE

ORDINARY

HAZARD GROUP 2

STORAGE 0.20 1,500 130 15 60-90 250 ORDINARY

NOTES:

1. WATER DEMAND REQUIREMENTS ARE FOR HYDRAULIC CALCULATION METHOD. IF OTHER METHOD IS USED ADJUST VALUES ACCORDING TO NFPA 13 REQUIREMENTS.

HAZARD

SYMBOL

HOUSEKEEPING

CLOSET

0.15 1,500 130 15 60-90 250 ORDINARY

N/A NOT IN SCOPE N/A N/A N/A N/A N/A N/A N/A N/A

SYSTEM

TYPE

REMARKS

N/A

SEMI-RECESSED

PENDENT, QUICK

RESPONSE, UL LISTED

N/AN/A

GENERATOR

ROOM

0.20 1,500 130 15 60-90 250 INTERMEDIATE

MCR 0.10 1,500 225 15 30 100 ORDINARY

WET PIPE

WET PIPE

INTERGER

SYSTEM

WET PIPE

WET PIPE

WET PIPE

WET PIPE

SEMI-RECESSED

PENDENT, QUICK

RESPONSE, UL LISTED

STANDARD

UPRIGHT

PENDENT OR UPRIGHT,

QUICK RESPONSE,

UL LISTED

SEMI-RECESSED

PENDENT OR UPRIGHT,

QUICK RESPONSE,

UL LISTED

SEMI-RECESSED

PENDENT OR UPRIGHT,

QUICK RESPONSE,

UL LISTED

SYMBOL DESCRIPTION

CHECK VALVE

CONTROL PANEL

FLOW SWITCH

PRESSURE GAUGE

INSPECTOR TEST

SIGHT GLASS

UNION

SCOPE OF WORK BOUNDARY

FIRE SPRINKLER PIPINGSP

STANDPIPE SYSTEM PIPINGSS

WALL MOUNTED FIRE DEPARTMENT…