Addendum1_Vol3_1of3_20241209.pdf

FINISH FLOOR

0"

T.O. ROOF DECK

16' - 6 1/2"

A-B19-301

T.O COPING (DCA)

19' - 0 5/8"

DCBA B.9 C.3

A-B19-311

AS4

AS6

AS7AS10

AS11

AS1

AS2AS2

AS2AS2

AS2AS2

AS12

AS13 AS13

UPPER SIDEWALK

3' - 0"

FINISH FLOOR

0"

T.O. ROOF DECK

16' - 6 1/2"

A-B19-301

T.O COPING (DCA)

19' - 0 5/8"

1 5432 6 7

A-B19-301

T/O STEEL (LINK)

13' - 0"

A-B19-311

3A-B19-311

AS5

AS8

AS14

AS3AS3AS2AS2AS15

AS11

AS1

AS4

AS6

AS4

AS7

AS6

AS7

FINISH FLOOR

0"

A-B19-301CB.9 C.3

T/O STEEL (LINK)

13' - 0"

A-B19-311

AS3

AS5

AS9

AS4

AS14

AS6

AS7

UPPER SIDEWALK

3' - 0"

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

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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 - BUILDING

SECTIONS

EHRM INFRASTRUCTURE

UPGRADES

COLMERY-O'NEIL VA MEDICAL CENTER

Checker Author

589A5-21-700

A-B19-301

ISSUE FOR BID

21-116367C77622C0043

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

GENERAL SHEET NOTES

BUILDING SECTION KEYNOTES

1/4" = 1'-0"1

SECTION BUILDING 19 (DATA CENTER) - NORTH/SOUTH

1/4" = 1'-0"2

SECTION BUILDING 19 (DATA CENTER) - WEST/EAST

AS1 FULL BRICK FACADE OVER CONTINUOUS INSULATION (TO MATCH

CAMPUS BRICK).

AS2 STRUCTURAL STEEL MEMBER. REFER TO STRUCTURAL DRAWINGS.

AS3 ACOUSTIC TILE CEILING.

AS4 CAST STONE COPING.

AS5 ALUMINUM STOREFRONT SYSTEM.

AS6 TPO MEMBRANE ROOF OVER TAPERED INSULATION.

AS7 ROOF INSULATION.

AS8 EXISTING BUILDING.

AS9 CAST STONE PANEL.

AS10 PROTRUDING STRUCTURAL COLUMN FOR FUTURE STORY (FUTURE

STORY NOT INCLUDED IN THIS PROJECT'S SCOPE OF WORK). PROVIDE

WEATHER PROTECTIVE ENCLOSURE AT EVERY COLUMN. REFER

STRUCTURAL DRAWINGS FOR LOCATIONS.

AS11 CAST STONE BUILDING BAND, REFER SHEET A-B19-512.

AS12 1HR FIRE RESISTANT ASSEMBLY.

AS13 2HR FIRE RESISTANT ASSEMBLY.

AS14 NEW DOOR OPENING IN EXISTING WALL, REFER FLOOR PLAN.

AS15 FIRE RATED WINDOW, REFER FLOOR PLAN.

1/4" = 1'-0"3

PARTIAL SECTION AT LINK

0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

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

Addendum #1 11-15-24

BUILDING 19 - DOOR AND FRAME TYPE ELEVATIONS

SE

E

DO

OR

S

CH

ED

UL

E

SEE DOOR SCHEDULE

FRAME TYPE 1

SE

E

DO

OR

S

CH

ED

UL

E

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

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 2

2" 2"4"

DOOR TYPE D

SEE DOOR SCHEDULE

SE

E

DO

OR

S

CH

ED

UL

E

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

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A

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C

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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 HW-E1 # 2

MECHANICAL XA101 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 2 3 / A-B19-601 4 / A-B19-601 HW-E8 # 2

CORRIDOR XA1-02 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 2 3 / A-B19-601 4 / A-B19-601 HE-E6 # 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 HW-E8 # 2

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 HW-12 # 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 HW-SH-3

BREAKDOWN

ROOM

CORRIDOR A104 6' - 0" 8' - 0" 1 3/4" HM PAINT B HM 1 1 / A-B19-601 2 / A-B19-601 HW-SH-9

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 HW-11

CORRIDOR MECHANICAL A101A 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601 HW-5G

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. HW-5D

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 HW-SH-3

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. HW-SH-9

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. HW-SH-9

CORRIDOR A101B 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601 HW-5G

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

CORRIDOR HAC A103 3' - 0" 8' - 0" 1 3/4" HM PAINT A HM 1 1 / A-B19-601 2 / A-B19-601 HW-5D

CORRIDOR (LINK) A1-01B 6' - 0" 7' - 0" 1 3/4" HM PAINT B HM 1 3 / A-B19-601 3 / A-B19-601 HW-12

WORK ROOM CORRIDOR A106 5' - 0" 8' - 0" 1 3/4" PAINT C 1 / A-B19-601 2 / A-B19-601 HW-10C

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

Addendum #1 11-20-24

T

T

TT

T

T

T

T

EF-B19-101EF-B19-101

410 CFM

LV-B19-101

5,200 CFM

LV-B19-102

5,200 CFM

AHU-B19-101

LV-B19-103

410 CFMVAV-B19-101VAV-B19-101

1,650 CFM

VAV-B19-102VAV-B19-102

465 CFM

VAV-B19-103VAV-B19-103

1,235 CFM

VAV-B19-104VAV-B19-104

875 CFM

ACCU-B19-105

14"x14"

RB

370 CFM

22x22

20"x18"

"ø

50"x22"

12"x14"

RB

200 CFM

22x22

RB

550 CFM

22x22

RB

440 CFM

22x22

RB

440 CFM

22x22

RB

370 CFM

22x22

B

265 CFM

22x22

RB

565 CFM

22x22

ROOM

TEMPERATURE

SENSOR

ROOM

TEMPERATURE

SENSOR

ACCU-B19-102 ACCU-B19-103

ACCU-B19-104

ACCU-B19-101

72"x30"

36"x30"

36"x30"36"x30"

72"x30"

12"ø

DCBA

B.9 C.3

VAV-B19-105VAV-B19-105

500 CFM

RB

500 CFM

22x22

ACCU-B19-106AC-B19-101

CRAC-B19-101

CRAC-B19-102

CRAC-B19-103

CRAC-B19-104

ACCU-B19-107

AC-B19-102

ENTRANCE ROOM

A

A109

ENTRANCE ROOM

B

A105

MCR

A107

HAC

A103

TOILET

A102

IT EQUIPMENT

STORAGE

A106A

BREAKDOWN

ROOM

A104

WORK ROOM

A106

ELECTRICAL

ROOM

A108

MECHANICAL

A101

MCR SUPPR.

TANKS

A111

FIRE WATER

RISER ROOM

A110

CORRIDOR

A1-02

CORRIDOR

A1-01

CORRIDOR (LINK)

B1-01

VAV-B19-106VAV-B19-106

435 CFM

14"x12"

"ø

3 3 3

72"x30"

30"x16" RA

30"x16" SA 30"x16" SA

10"ø

SA

275 CFM

14"ø

"x

" R

A

10"ø

SA

230 CFM

10"x10"

8"ø

SA

135 CFM

EB

110 CFM

10x10

EB

125 CFM

22x22

8"ø

12"x12"

6"ø

SA

50 CFM

10"ø

SA

260 CFM

16"x15"

12"ø

SA

565 CFM

RB

200 CFM

22x22

"x

" R

A

"x

" R A

10"ø 20"x18"

"x

10"x10"

10"x10"

14"ø

10"ø

"x

" R

A

14"ø

12"ø

12"x12"

SC

550 CFM

12"x12"

SC

550 CFM

12"x12"

SC

435 CFM 12"x12"

SC

500 CFM

12"x12"

SC

435 CFM

12"ø

12"ø

12"ø

10"ø

10"ø

12"ø

10"ø

6"ø

8"ø

12"x12"

SC

435 CFM

12"x12"

SC

310 CFM

10"x10"

10"ø

MM

MM 66

12"x12"

RB

550 CFM

VAV-B19-106

VAV-B19-104

VAV-B19-101

VAV-B19-105

VAV-B19-102

VAV-B19-106

10"ø

12"x12"

RB

550 CFM

12"x12"

SC

550 CFM

1. FLOOR MOUNTED FRONT DISCHARGE CRAC UNIT.

2. VERTICAL STACK FROM SERVER CABINET SUPPLIED WITH CABINET. EXTEND TO RETURN DUCTWORK ABOVE AND

HARD CONNECT.

3. RETURN DUCT AND RETURN PLENUM TO BE AS HIGH AS POSSIBLE AND WILL ALLOWING SPACE BETWEEN DUCT

AND STRUCTURE FOR FIRE / ELECTRICAL / IT AS REQUIRED.

4. PLACE AIR DEVICES AND COOLING SYSTEMS TO AVOID BEING DIRECTLY OVER EQUIPMENT.

5. COORDINATE CONCRETE PAD SIZE AND LOCATION WITH ARCH/CIVIL

6. MOTORIZED DAMPER IN RETURN ABOVE CRAC UNIT TO CLOSE WHEN UNIT IS NOT IN OPERATION AND OPEN WHEN UNIT IS IN OPERATION. SEE CONTROLS SEQUENCE OF OPERATION FOR MORE INFORMATION.

7. MOTORIZED DAMPER AT EXTERIOR LOUVER

MECHANICAL KEY NOTES

A. PROVIDE BALANCING DAMPER AT ALL SUPPLY DIFFUSER AND RETURN/EXHAUST GRILLES WHETHER OR NOT

SHOWN ON DRAWINGS.

B. COORDINATE CEILING MOUNTED GRILLES AND DIFFUSERS WITH SPRINKLER HEADS, LIGHTING FIXTURES AND ALL CEILING MOUNTED DEVICES. REFER TO ARCHITECTURAL CEILING GRID DRAWINGS FOR LOCATIONS.

C. CEILING ACCESS SHALL BE PROVIDED FOR ALL HVAC EQUIPMENT AND COMPONENTS LOCATED ABOVE THE CEILING THAT REQUIRE OPERATING, CLEANING, SERVICING, MAINTENANCE, AND CALIBRATION.

D. DURING CONSTRUCTION, PROVIDE TEMPORARY CLOSURES ON ALL SUPPLY AND RETURN AIR DUCT OPENINGS BY SEALING WITH A DISPOSABLE POLYETHYLENE SHEETING TO PREVENT CONSTRUCTION DUST FROM

ENTERING DUCTWORK SYSTEM OR AIR TERMINAL UNITS.

E. ROUTE REFRIGERANT PIPING FROM REMOTE MOUNTED CONDENSING UNIT TO ITS ASSOCIATED COOLING UNIT.

SIZE REFRIGERANT PIPING PER MANUFACTURER RECOMMENDATION.

F. ALLOW FOR 36" CLEARANCE ON ELECTRICAL SIDE OF VAV TERMINAL UNITS WITH ELECTRIC REHEAT

GENERAL MECHANICAL NOTES

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.

DCA MECHANICAL PLAN EHRM Infrastructure Upgrades

Colmery O’Neil VAMC

03/22/2024 BT BT

589A5-21-700

M-B19-101

19 - Data Center

ISSUE FOR BID

21-116367C77622C0043

N 1/4" = 1'-0"

M-B19-101 - DCA MECHANICAL PLAN

Revisions: Date:

65% DESIGN DEVELOPMENT SUBMITTAL 09/12/2023

95% CONSTRUCTION DOCUMENTS SUBMISSION 10/31/2023

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/19/2023

ISSUE FOR BID 12/28/2023

ISSUE FOR BID R1 02/28/2024

ISSUE FOR BID R2 03/22/2024

ADDENDUM #1 11/20/2024

J

A

3-3/0 XL PE,

UNDERGROUND DUCT

480V DUCT TO BLDG 19

19 SWBD MSB ATS

480 DUCT FROM 19-TI

TO 19H-SWBD1

CONTINUATION SEE

DWG. EP-B19-102

MLO

NEW TRANSFORMER SWGR PAD

EXISTING EM GEN PAD

T -1

-1

E M

G

E N

1600A

1200A ROLL UP

GENERATOR

1200A

FROM GEN

0V

D U

C T

T O

B

LD

G

T R

X F

1, K

V A

.6

K V

/4

V

0V

C O

M P

A R

T M

E N

T M

V C

O M

P A

R T

M E

N T

SWBD EM GEN

D

IS

T R

IB

U

T

IO

N

0/

7V /2

V

S

W B

D M

S B

H

S W

B D

GATE

GATE

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.

ELECTRICAL - UNDERGROUND 13.6KV AND

480V

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

02/28/2024 WG MK

589A5-21-700

EP-B19-100.4

ISSUE FOR BID

21-116367C77622C0043

N 1/4" = 1'-0"

UNDERGROUND 13.6KV AND 480V

GENERAL NOTES

KEY NOTES

A. IF ADVICE IS NEEDED, WHEN PLANNING TO PERFORM WORK

INSIDE GENERATOR ENCLOSURE CONTACT “CENTRAL

POWER SYSTEMS AND SERVICES”, PHJONE 816-415-6702.

B. FOLLOW VA LOCKOUT – TAGOUT PROCEDURES TO SAFELY

PERFORM WORK IN MANHOLES.

C. DUCT BANK SHALL BE CONCRETE ENCASED.

D. NEW FEEDER SHALL BE 90 DEG. C WIRING.

E. CONCRETE FOR DUCT SHOULD BE RED IN COLOR.

F. DRAWINGS USED ARE THE BEST AVAILABLE. CONTRACTOR

TO PERFORM GROUND PENETRATING RADAR SURVEY

(GPRS) OF CHOSEN PATH TO FINALIZE FIELD DESIGN OF

NEW DUCT RUN.

G. SEE DRAWING(S) E-B19-500 SERIES FOR DUCT BANK, PULL

BOX AND MANHOLE DETAILS.

H. SEE DRAWING SERIES E-B19-600 FOR WIRING SCHEDULES.

I. SEE DRAWING SERIES E-B19-700 FOR SINGLE LINE DIAGRAM.

J. WHEN PULLING THE 13.6KV CABLING FOLLOW CABLE

MANUFACTURER’S INSTALLATION REQUIREMENTS.

K. TWO 13.6KV MANHOLES ARE SHOWN ON DRAWING.

CONTRACTOR MAY ADD ADDITIONAL MANHOLE OF CABLE

PULLING CALCULATIONS THAT IT IS NEEDED.

1. INSTALL NEW SWBD EM GEN. DISCONNECT FEEDER FROM

GENERATOR MAIN BREAKER AND RUN NEW FEEDER FROM

GENERATOR MAIN TO OUTDOOR SWITCHBOARD SWBD EM

GEN.

a. RUN NEW FEEDER FROM SWBD EM GEN AND

INTERCEPT DUCT GOING INTO BLDG 24 MRI. RUN NEW

CABLES.

b. RUN NEW FEEDER FROM SWBD EM GEN INTO BLDG 19

INTO SWBD MSB SECTION “EM GEN”.

2. INSTALL NEW PAD MOUNTED TRANSFORMER 13.6KV TO

480/277V. ROUTE UNDERGROUND 13.6KV INTO MV SECTION

OF TRANSFORMER.

a. RUN NEW 480V FEEDER FROM TRANSFORMER INTO

BLDG 19 SWBD MSB, 19H SWBD1.

3. RUN CONDUIT AND WIRING TO DISCONNECT. MOUNT

DISCONNECT ON UNISTRUT STAND.

0 2' 4' 8'

Revisions: Date:

65% DESIGN DEVELOPMENT SUBMITTAL 09/12/2023

95% CONSTRUCTION DOCUMENTS SUBMISSION 10/31/2023

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/19/2023

ISSUE FOR BID 12/28/2023

ISSUE FOR BID R1 02/28/2024

ISSUE FOR BID R2 03/22/2024

ADDENDUM #1 11/20/2024

3" 3"

3" 3" 3" 3"

3,000 PSI CONCRETE

BACKFILL

MARKER TAPE FINISH TO GRADE OR

FINISHED SIDEWALK

" M

INI

MU

M 6"

1.

2.

3.

GENERAL NOTES:

USE THIS DETAIL FOR DUCTBANKS NOT LOCATED UNDER PAVED

AREAS OF PARKING LOTS.

MINIMUM COVER TO TOP OF ENVELOPE SHALL BE 24" OR AS

OTHERWISE SPECIFIED IN SECTION 26 05 41.

PROVIDE PULLSTRINGS IN ALL UNDERGROUND CONDUIT FOR FUTURE

CABLE PULLS.

4" SCHEDULE 80 PVC

CONDUIT

(TYPICAL) UON

(3) 4/0 - 15KV CABLE

(TYPICAL) UON

L1 L2

2-TON LIFT ANCHOR

(4 PLACES IN TOP)

SPRING ASSISTED

GALVANIZED DIAMOND PLATE DOORS

WITH LOCKING LATCH

OPTIONAL-NONSLIP DOORS

OPTIONAL OFFSET DOOR

LOCATION (TYPICAL)

1" DIAMETER GROUND

ROD KNOCKOUT

GALVANIZED PULL/LIFT IRON

(1 EACH WALL)

18"x24" KNOCKOUT

(2 EACH WALL)

BASE

NO. 774-B

5'-0" LONG GALVANIZED "C" CHANNEL

(1 EACH WALL)

TOP

NO. 774-B

4,000 LBS

FULL 180 DEGREES OPEN

(TYPICAL)

WEST

SOUTH

7'-0" 7'-0"

6'-0"

42" DIAMETER ACCESS

ROUND ACCESS

NO. 77-8-T42C

4,310 LBS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

T op ek a

EH

R M

C

1R

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\A ut oC

AD

\E le ct ric al \E

-B

-5

.d w g

/2 1/

0:

:2

AM

ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

03/22/2024Bancroft Project No: 21-116ISSUE FOR BID R2 03-22-24

MANHOLE - DETAILS

WG ME

E-B19-504

NOT TO SCALE

1 CONCRETE ENCASED 4-WAY DUCTBANK

NOT TO SCALE

2 ELECTRICAL VAULT

ELECTRICAL POWER GENERAL NOTES

A.

B.

C.

D.

E.

a.

F.

a.

b.

CONTRACTOR TO UTILIZE CERTIFIED HIGH VOLTAGE ELECTRICIANS FOR ALL 13.8KV WORK.

CONTRACTOR TO FOLLOW VA LOCK-OUT-TAG-OUT PROCEDURES.

CONTRACTOR TO SCHEDULE ELECTRICAL OUTAGES WITH COR AT LEAST THREE WEEKS

PRIOR TO PLANNED WORK.

CONTRACTOR SHALL PROVIDE A PERMANENT CONCRETE PATCH TO OPENINGS IN MANHOLE

THAT SHALL NO LONGER BE USED.

THE SIZING FOR THE VAULTS IS “TYPICAL”. CONTRACTOR CAN ADJUST THE SIZES TO SIZES

AVAILABLE FROM LOCAL MANUFACTURERS.

VAULT HEIGHT AND WIDTH DIMENSIONS NEEDS TO ALLOW FOR TWO TO THREE

ELECTRICIANS TO SAFELY WORK IN THE VAULT.

CONTRACTOR TO ASSURE THAT “GROUNDING INSERTS” ARE PROVIDED IN THE

VAULT.

THE OUTSIDE GROUND SHALL BE CAD WELDED TO A GROUND ROD.

THE INSIDE GROUNDS WILL BE USED FOR GROUNDING THE 13.8KV CABLE SHIELDS.

ADDENDUM #1 11-20-24

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

K:

\C

C G

_P R

O

JE

C

TS

\2

1\

-1

T op ek a

EH

R M

C

1R

\4

- D es

D oc s\

2- D ra w in gs

\W O

R

KI

N G

\A ut oC

AD

\E le ct ric al \E

-B

-6

.d w g

/2 0/

1:

:4

AM

ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EHRM INFRASTRUCTURE

UPGRADES

COLMERY O'NEIL VA HEALTH CARE

21-116

Revisions: Date:

www. bancroft-ae.com

3300 Dundee RD.

Northbrook, IL 60062

T: 847.952.9362

03/22/2024Bancroft Project No: 21-116ISSUE FOR BID R2 03-22-24

ELECTRICAL - BLDG 19 ELECTRICAL

SCHEDULES

WG BX

E-B19-600

ADDENDUM #1 11-20-24

AutoCAD SHX Text