S02 Final Drawings Revision 01 523A5-10-316 Laundry Building 45.pdf

590 Means St NW, Suite 200

Atlanta, GA 30318

(404) 214-9774

REVISION NARRATIVE DESCRIPTION

Revision 01 – Deletion of Flow Meter and Other Miscellaneous Revisions

Project: VA BROCKTON LAUNDRY UPGRADE

Brockton, MA

VA Project No: 523A5-10-316

TMM Project No: 2224

Date of Issue: November 22, 2024

DISTTIBUTION

Name Affiliation/Role Email

Sneh Shah VA – COR/PM Sneh.Shah@va.gov

Joseph Harnois VA - COR Joseph.Harnois@va.gov

The following narratives describe changes to the Contract Documents re-issued under this revision. Only the changes described are part of this revision and portions of a re-issued sheet outside the designated revision clouds have not been altered. This revision does not affect any documents not described by these Narratives.

A. Architectural

1. AD100 –

a. Delete designated slab demolition area from DEMOLITION PLAN between Column Grid Lines 2 & 3 at Grid Line G

2. AE101A –

a. Delete new inspection vault pit, safety railings and gate from FLOOR PLAN between Column Grid

Lines 2 & 3 at Grid Line G

b. Delete Note 17 from FLOOR PLAN KEYNOTES

3.

B. Structural

1. S102 -

a. Add Detail markers 9/S201 & 10/S201 between Col Line A & A.8 at Col Line 7 & 8.

2. S201 –

a. Add Detail 10/S201.

C. Mechanical

1. M503

a. Detail D6 – Add Flashing Note and change general note to read “FURNISHED AND INSTALLED BY

MECHANICAL CONTRACTOR”

2. M603

a. FAN SCHEDULE – Change title general note to read “FURNISHED AND INSTALLED BY MECHANICAL

CONTRACTOR”

D. Plumbing

1. PF101

a. Delete FLOW METER from PLUMBING PLAN between Column Grid Lines 2 & 3 at Grid Line G

b. Delete note 22 from KEY NOTES

2. P601

a. Delete FM-1 FLOW METER from PLUMBING SPECIALTIES SCHEDULE

3. P704

a. Delete FM-1 from SANITARY PIPING RISER

E. Electrical

END OF REVISION NARRATIVE

Respectfully Submitted, Scott A. Vanderford, AIA | LEED AP

Senior Project Architect

DEMOLITION PLAN LEGEND

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

DEMOLISHED

1-HOUR FIRE BARRIER

AREA OF SLAB REMOVAL

DEMO PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTION AS INDICATED OR REQUIRED AND

SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN AN APPROVED, OFFSITE LANDFILL EXCEPT WHERE

OTHERWISE REQUIRED FOR SALVAGE OR RECYCLING.

B. INDICATED EXISTING CONDITIONS ARE BASED UPON LIMITED FIELD INVESTIGATION. CONTRACTOR SHALL

VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO

COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED

DEMOLITION WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE

COR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.

C. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

D. CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS WITH THE PROJECT AREA DURING PERFORMANCE

OF THE WORK.

E. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED

VEHICULAR TRAFFIC AND DEMOLITION WORK.

REMOVE AND RETAIN CEILINGS, DIFFUSERS, AND LIGHT FIXTURES TO ALLOW FOR REMEDIATION OF SLAB ABOVE.

RETAIN REMOVED ITEMS FOR REINSTALLATION AFTER REPAIRS. REFINISH WALLS AND OTHER EXISTING FINISHES AS

REQUIRED.

DEMO PLAN KEY NOTES #

LOCKERS TO BE REMOVED AND SALVAGED FOR REINSTALLATION.2

REMOVE EXISTING DAMAGED SLAB.3

DEMOLISH WALL AS INDICATED. 4

DEMOLISH DOOR AS INDICATED. 5

DEMOLISH WALL FOR AN ACCESS PANEL AS INDICATED. 6

DEMOLISH EXISTING RAILS AS INDICATED. 7

EXISTING HOLES IN SLAB, REMOVE ANY RESIDUAL EXISTING DAMAGED CONCRETE OR REBAR TO

PROVIDE A CLEAN AREA FOR REPAIR. COORDINATE WITH STRUCTURAL.

REMOVE EXISTING WOOD TEMPORARY BRACING. COORDINATE WITH STRUCTURAL.9

PUMP OUT STANDING WATER, COORDINATE WITH ARCHITECT.10

11 REMOVE PORTION OF EXISTING SLAB.

12 REMOVE INSULATION IN EXISTING WALL GIRTS IN ROOM.

A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7

6.2

2.1

2.2

3.2

4.1

5.1

A B C D E F G H I

SECURE

STORAGE

B028

MECH &

CHEM

STORAGE

B018

MECHANICAL

SHOP

B023

MECHANICAL

STORAGE

B024

CONTROLLER

ROOM

B022

HAC

B019

WOMEN'S

RESTROOM

B010

LINEN

STORAGE

B026

MECHANICAL

ROOM

B003

C O

R R

ID

O

R

B

WOMENS

TOILET

B009A

MEN'S

RESTROOM

B014

MEN'S

LOCKER

ROOM

B013

GAS

METER

AND

REGULATING

ROOM

B002

STORAGE

B001a

STORAGE

B005

STAFF

BREAK

ROOM

B004

WOMEN'S

LOCKER

ROOM

B011

WOMENS

SHOWER

B009

STAIR

B007

SERVICE

ELEVATOR

B025

SECURITY

OFFICE

B027

CORRIDOR

B012

STORAGE

B015

IT ROOM

B020

MECHANICAL

B017

VESTIBULE

B008

MEN'S

SHOWER

B014A

CLOSET

B029

TANK

ROOM

B001b

ELEC

ROOM

E001

4 7

1'-6" 5'-11 1/2"

1' -6

8'

-1

1/ 2"

1' -6

4'

-4

24'-5 1/2"

1'-6"

2' -0

8'

-3

/2

1'-6" 32'-9"

6'-0" 11'-8"

1'-6" 12'-2 1/2"

1' -6

9' -1

1/

2"

8"

'-6

TRUE

NORTH

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BLDG. 45

523A5-10-316

BROCKTON, MA

08-21-2024 REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

ARCHITECTURAL DEMOLITION PLAN -

BASEMENT

AD100

1/8" = 1'-0"AD100

1 BASEMENT DEMO PLAN

0' 4' 8' 16' 24'

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

11/22/241 REVISION 01

svanderford VA Stamp

AE201

AE201

AE201

A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7

6.2

2.1

2.2

3.2

4.1

5.1

A B C D E F G H I

SECURE

STORAGE

B028

MECH &

CHEM

STORAGE

B018

MECHANICAL

SHOP

B023

MECHANICAL

STORAGE

B024

CONTROLLER

ROOM

B022

HAC

B019

WOMEN'S

RESTROOM

B010

LINEN

STORAGE

B026

MECHANICAL

ROOM

B003

CORRIDOR

B006

WOMENS

TOILET

B009A

MEN'S

RESTROOM

B014

MEN'S

LOCKER

ROOM

B013

GAS

METER

AND

REGULATING

ROOM

B002

STORAGE

B001a

STORAGE

B005

STAFF

BREAK

ROOM

B004

WOMEN'S

LOCKER

ROOM

B011

WOMENS

SHOWER

B009

STAIR

B007

AE301

AE301

AE301

'-4

33'-0"

'-1

/2

10'-4 1/2"

'-2

SECURITY

OFFICE

B027

CORRIDOR

B012

STORAGE

B015

IT ROOM

B020

MECHANICAL

B017

17'-2"

'-6

/2

'-1

1"

21'-1"

MC8 MC8

MC8

MC8

17'-9" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 16'-8" 1'-3"

'-1

'-0

3' -3

/2

'-1 0"

3"

'-8

/2

2' -3

/2

'-7

4' -5

9'

-6

4' -7

1' -0

/2

8' -3

18'-1" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 17'-0" 18'-1"

138'-1"

'-7

'-1

'-1

1/

2" 2'

-8

12'-8 1/2" 23'-2 1/2"

29'-10" 15'-7" 5'-1 1/2" 42'-7 1/2" 35'-2" 60'-3"

'-1

1/

2"

'-1

/2

'-1

'-9

5' -6

8"

VESTIBULE

B008

MEN'S

SHOWER

B014A

SERVICE

ELEVATOR

B025

CLOSET

B029

B011A

B027B

B028B

B003A

AE301

AE301

TANK

ROOM

B001b

ELEC

ROOM

E001

GL2

GL2

GL2

GL2

-1'-9"

AE301

AE301

AE351

FFE 109.5'

FFE 111.3'

FFE 109.5'

FFE 109.5'

38'-9"

'-1

1/

2"

B026

B019

CG CG

CG CG

CG CG

CG CG

CG CG

CG CG

CG CG

CG CG

CG CGCG

CG CG

CG CG

13 13

MC8MC8

AE402

B020

MA8

TYP.

NEW 6' WIDE X 90" LONG +/- (VIF) 5"

CONC WALK W/ 6X6 1.4/1.4

WWM.CONTROL JOINTS @ 54" O.C.,

LIGHT BROOM FINISH

EXISITING

RETAINING WALL

ASSEMBLY

FLOOR PLAN LEGEND

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

1-HOUR FIRE BARRIER

NOT IN CONTRACT

FLOOR STRIPING FOR

WALKING PATH

NEW CONCRETE FLOOR SLAB TO

REPAIR DAMAGED SLAB - SEE

STRUCTURAL

TRUE

NORTH

FLOOR PLAN GENERAL NOTES

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING DIMENSIONS OF INSTALLED CONSTRUCTION PRIOR TO COMMENCING WITH THE WORK. IN THE EVENT THAT ANY DISCREPANCIES BETWEEN THE INDICATED WORK AND EXISTING CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE

COTR FOR INTERPRETATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK.

B. CONTRACTOR SHALL MAINTAIN ALL FIRE-RATED ASSEMBLIES WITHIN THE PROJECT AREA DURING

PERFORMANCE OF THE WORK.

C. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL REQUIRED FIRE-RATED ASSEMBLIES AND EXITS REQUIRED FOR EGRESS WITHIN AND ADJACENT TO THE PROJECT AREA DURING PERFORMANCE OF THE WORK.

D. CONTRACTOR SHALL PROTECT ALL SITE AND BUILDING AREAS SUBJECT TO PROJECT-RELATED VEHICULAR

TRAFFIC AND CONSTRUCTION WORK.

E. COORDINATE WORK INDICATED ON THIS DRAWING WITH FIRE PROTECTION, PLUMBING, MECHANICAL, AND

ELECTRICAL SYSTEMS INDICATED BY THOSE RESPECTIVE DOCUMENTS.

F. COORDINATE WORK WITH EQUIPMENT SUPPLIER/INSTALLER CONTRACTED SEPARATELY WITH THE OWNER.

G. PATCH EXISTING RETAINED CONSTRUCTION ADJACENT TO NEW WORK.

WATERPROOFING TO EXISTING WALLS.

NEW CONCRETE SLAB. SEET STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

EYE WASH STATION & SHOWER. SEE PLUMBING FOR ADDITIONAL INFORMATION.

HAND SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

FLOOR STRIPING FOR WALKING PATH, SEE EQUIPMENT PLANS FOR ADDITIONAL INFORMATION.

ACCESS PANEL IN EXISTING OPENING.

ACCESS PANEL IN NEW OPENING.

PLATFORM AND STAIRS, COORDINATE WITH EQUIPMENT VENDOR FOR DIMENSIONS AND LOCATION.

STEEL EXPANSION JOINT COVER, SEE DETAIL S3/AE601.

NEW SLAB IN EXISTING SLAB HOLES. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

OPEN SHELVING

CAP EXISTING UNDERGROUND PIPES AND CONDUITS, APPLY WATER-PROOFING TO PIT INTERIOR, FILLE WITH CLEAN

DRY GRAVEL, INSTALL NEW 6" CONC. SLAB - SEE STRUCTURAL

NEW CIP CONC SUMP PIT, 18" BFF, 5 LOCATIONS. SEE DETAIL PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

HVAC CHASE FROM BELOW.

NEW MOP SINK, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

BOTTLE FILL STATION, SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

FLOOR PLAN KEY NOTES

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BLDG. 45

523A5-10-316

BROCKTON, MA

08-21-2024 REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

ARCHITECTURAL FLOOR PLAN - BASEMENT

AE101-A

1/8" = 1'-0"AE101-A

1 BASEMENT FLOOR PLAN

0' 4' 8' 16' 24'

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

11/22/241 REVISION 01

svanderford VA Stamp

DN

M M

M

E n te r T a g H e re

M

M

M

Enter Tag Here Enter Tag Here

M

M

M M

A B C D E F G H I

2.1

A.1

AA

5.1

4.1

3.2

2.2

A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7

6.2

PP

CCDD

EE

FF

GG

W12X35

W12X35

W

X

W

X

W12X35

W12X35

W

X

W

X

W12X26 W12X26W

X

W

X

W12X35

W12X35

W

X

W12X35

W12X35

W

X

W12X26

W

X

W

X

W12X26

W

X

W12X35

W12X35

W12X35

W

X

W12X26

W12X26

W12X35

W12X35

W12X35

W

X

W

X

W

X

W

X

W12X26

W12X26

W12X35 W12X35 W12X35

W12X26W12X26

W12X35 W12X35 W12X35

REF

17' - 10"

REF

16' - 11"

REF

17' - 0"

REF

17' - 0 7/8"

REF

17' - 0 1/4"

REF

17' - 0"

REF

17' - 0"

REF

17' - 8 1/4"

REF

4' - 4"

REF

18' - 6 1/4"

REF

16' - 7 3/4"

REF

17' - 4 3/4"

REF

16' - 10 1/8"

REF

17' - 0"

REF

17' - 9"

REF

16' - 6"

REF

17' - 6"

R E

F

8'

0"

R E

F

/8

R E

F

R E

F 2'

1/ 2"

R E

F

1/ 8"

R E

F 6"

R E

F

/8

R E

F 2'

3/ 4"

R E

F

/8

R E

F

4'

5/

8"

R E

F

9'

1/

4"

R E

F

4'

3/

4"

R E

F

/4

R E

F

0"

REF

17' - 11 1/2"

(E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19 (E) W12X19

(E) W12X19(E) W12X19(E) W12X19

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(E) W12X19 (E) W12X19

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(E) W18X50

(E

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(E) W16X26

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(E) W16X45

(E) W12X19

(E) W12X19

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W16X45

(E) W12X19

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(E) W12X19

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(E) CB11x20(E) CB11x20(E) CB10x20

(E) CB11x20 (E) CB11x20

(E

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(E

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(E) CB11x20

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(E

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E Q

E Q

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

REMOVE EXISTING CUT JOISTS

AND WOOD SHORING AFTER

INSTALLATION OF NEW STEEL

BEAMS IN THIS AREA

S501

REFER TO 8/S501 FOR

CONNECTION DETAIL TO WALL

TYP

S501

W

X

S102

W12X19

W

X

W

X

W

X

W

X

W

X

W

X

W12X19

W

X

W

X

W12X19W12X19

W12X19 W12X19W12X19

W12X19

W12X19

W12X19 W12X19

S502

W12X35

S201

S201

PLAN

NORTH

TRUE

NORTH

1. F/F = FINISH FLOOR ELEVATION 120'-6" MSL UNO

2. T/NEW STEEL SHALL BE FLUSH WITH UNDERSIDE OF EXISTING SLAB U.N.O.

3. (-X'-X") INDICATES T/STL ELEVATION RELATIVE TO TYP. T/STL.

4. (E) DENOTES EXISTING MEMBER

5. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

6. REF. DENOTES FOR REFERENCE ONLY, CONTRACTOR SHALL FIELD VERIFY

7. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS

8. DO NOT DAMAGE EXISTING BEAM, COLUMNS OR SLAB REINFORCING

DURING INSTALLATION OF SLAB PENETRATIONS LOCATE EXISTING

REINFORCING THROUGH NON- DESTRUCTIVE MEANS PRIOR TO

SUBMISSION OF SHOP DRAWINGS.

9. SEE S303 FOR ADDITIONAL BEAM REINFORCING DETAILS.

10. CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING ITEMS TO

REMAIN INCLUDLUIDING BUT NOT LMITED TO DUCTWORK, PIPING,

CONDUIT, CEILINGS AND EXISTING MASONRY PARTITION WALLS BELOW

BEAMS TO BE REINFORCED.

11. SEE 3/S502 FOR FLOOR PENETRATIONS THROUGH METAL DECK LESS

THAN 6" IN DIAMETER.

DENOTES FLOOR DECK REPAIR AREA, REFER TO DETAIL 9/S301

MINIMUM AREA TO BE REPAIRED 25% OF SHADED AREA.

DENOTES CONCRETE SLAB SPALL AND CRACK REPAIR AREA,

REFER TO DETAIL 5/S301 CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND PROVIDE UNIT PRICING FOR EA. REPAIR TYPE

WITH BID MINIMUM AREA TO BE REPAIRED 25% OF AREA SHADED

FLOOR INFILL REPAIR, SEE 6/S302

DENOTES EXIST. CONCRETE BEAM

DENOTES EXIST STEEL BEAM

DENOTES NEW BEAM

DENOTES BRACED FRAME

AA.1 AA

A.8

PP

EE

REF

4" REF

4'- 0"

REF

13' - 10 1/4"

R E

F

8'

0"

R E

F 3"

W

X

-0

1"

W8X10 (-0' -1")

W

X

-0

1"

W8X10 (-0' -1")C12x20.7

C12x20.7

C12x20.7

C12x20.7

W19-4(1x3/16)

GALVANIZED STEEL

GRATING

W

X

-6

'-2

/2

W8X10 (-6'-2 1/2")

W8X10 (-6'-2 1/2")

W

X

-6

'-2

/2

1' - 3 1/2"

5'

8"

5'

0"

5'

0"

5'

8"

2' - 1 3/8" 1' - 6 1/2"

7' - 2 5/8"

S201

S201

S201

S201

C12X20.7 (-0' -1 1/2")

EQ EQ

W 8X

W

8X

0'

-1

0'

-1

F A

C E

1" O

F F

B

LD

G

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

BROCKTON, MA

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

FLOOR FRAMING PLAN

S102

UPGRADE VISN 1 LAUNDRY BLDG. 45100% SUBMITTAL

523A5-10-316

08-21-2024 SLW DCA

1/8" = 1'-0"S102

1 1ST FLOOR FRAMING PLAN

FLOOR FRAMING PLAN NOTES FLOOR FRAMING PLAN LEGEND

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

4' 8' 16' 24'2'

1/4" = 1'-0"S102

2 ENLARGED STAIR FRAMING PLAN

Scale: 1/4"=1'-0"

1' 4' 8' 12' NOTE:

ALL EXTERIOR EXPOSED STEEL SHALL BE HOT

DIPPED GALVANIZED AT A MINIMUM.

COORDINATE FINISHES WITH SPECIFICATIONS.

1 REVISION 1 11/22/24

BASEMENT

109' - 6"

1st Floor 120' - 6"

Sub Basmt 107' - 9"

8 PP

W12X14 (-0' -1")

H S

S 4X

4X 1/

H S

S 4X

4X 1/

L4X4X1/4

L4 X4X

1/

REF

8' - 0"

5' - 0"

5' - 8"

3" REF

S201

5TYP

S201

S201

TYP

S201

8SIM

BASEMENT

109' - 6"

Sub Basmt 107' - 9"

AA.1 AA

H S

S 4X

4X 1/

L4X4X1/4

H S

S 4X

4X 1/

W8X10 (-6'-2 1/2")

REF

4'-0"

REF

4"

2' - 9 3/8"1' - 6 1/2"2' - 1 3/8"

S201

6OPP

HAND

S201

5 OPP

HAND

BASEMENT

109' - 6"

Sub Basmt 107' - 9"

PP

W12X14 (-6'-2 1/2")

H S

S 4X

4X 1/

L4X4X1/4

L4X4X1/4

H S

S 4X

4X 1/

5' - 8"

S201

S201

S201

BASEMENT

109' - 6"

Sub Basmt 107' - 9"

A.1 AA

2' - 1 3/8"1' - 6 1/2"

W8X10 (-6'-2 1/2")

H S

S 4X

4X 1/

L4X4X1/4

H S

S 4X

4X 1/

REF

4"

S201

6OPP

HAND

S201

5 OPP

HAND

HSS COLUMN,

SEE PLAN

E M

B E

D M

E N

T

1/2" GUSSET PL.

WORK POINT

3/16 4" MIN.

BASE PLATE

BRACE

T/ PIER

SEE PLAN

CL

3/16 4" MIN

3/16 4" MIN.

TYP.

ANGLE

SLOT TUBE FOR CONNECTION

TO GUSSET PLATE

G R

O U

T

1/ 2"

ERECTION BOLT (AT

CONTRACTOR'S

OPTION)

BEAM, SEE PLAN

3/8'' STIFFENER

EACH SIDE

3/16

TYP.

1/4

5/8'' PLATE x BEAM

WIDTH +1"

T/ STL

SEE PLAN

1/4

1"

BRACE, SEE

ELEVATION

1/2" GUSSET

HSS COLUMN

3/16 4" MIN

3/16 4" MIN

TYP

REF

11 5/8"

3/16 4" MIN

HSS COLUMN,

SEE PLAN

ERECTION BOLT

W.P.

SEE TYPICAL

CONNECTION

DETAILS

BEAM, SEE PLAN

ANGLE BRACE, SEE

BRACED FRAME

ELEVATIONS

1/2" GUSSET PL.

1/4" CAP PLATE AT

TOP OF COLUMN

1/8

3/16 4" MIN

TYP

T/ STL

SEE PLAN

BEAM

BRACE

CL

3/16 4

EA. SIDE

3/8" PLATE SEE

ELEVATION FOR FORCES

ANGLE

BRACE

OPTIONAL ERECTION BOLT

EXIST FIRST FLOOR

C8x11.5

C 8x

.5

C 8x

.5

EXIST METAL BUILDING

STEEL COLUMN

EXIST METAL BUILDING

STEEL GIRT

EXIST METAL

BUILDING STEEL GIRT,

DEMO AS REQUIRED

FOR NEW DOOR

L4x4x1/4x0'-4" LONG

L4x4x1/4x0'-6" LONG L4x4x1/4x0'-6" LONG

L4x4x1/4x0'-4" LONG

L4x4x1/4x0'-4" LONG

3/16

TYP

A.8

ORIGINAL WINDOW OPENING,

SEE ARCH FOR INFILL

REF

3' - 1"

REF

1'-2"

R E

F

7'

0"

3/16

TYP

(2) 3/8" DIA x 2 3/4" EMBED

HILTI HY200 ANCHORS

TYP CENTER IN ANGLE

LEG, 3" SPACING

EXIST FIRST FLOOR

C8x11.5

C 8x

.5

C 8x

.5

EXIST METAL BUILDING

STEEL GIRT

EXIST METAL

BUILDING STEEL GIRT,

DEMO AS REQUIRED

FOR NEW DOOR

L4x4x1/4x0'-4" LONG

L4x4x1/4x0'-6" LONG L4x4x1/4x0'-6" LONG

L4x4x1/4x0'-4" LONG

L4x4x1/4x0'-4" LONG

3/16

TYP

FF

ORIGINAL WINDOW

OPENING, SEE ARCH

FOR INFILL

REF

1' - 6"

REF

3' - 1"

3/16

TYP

(2) 3/8" DIA x 2 3/4" EMBED

HILTI HY200 ANCHORS

TYP CENTER IN ANGLE

LEG, 3" SPACING

EXIST METAL

BUILDING STEEL

COLUMN

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

BROCKTON, MA

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

FRAMING ELEVATIONS AND DETAILS

S201

UPGRADE VISN 1 LAUNDRY BLDG. 45100% SUBMITTAL

523A5-10-316

08-21-2024 SLW DCA

1/2" = 1'-0"S201

1 NEW STAIR NORTH SIDE FRAMING ELEVATION

1/2" = 1'-0"S201

NEW STAIR WEST

SIDE FRAMING ELEVATION

1/2" = 1'-0"S201

2 NEW STAIR SOUTH SIDE FRAMING ELEVATION

1/2" = 1'-0"S201

NEW STAIR EAST

SIDE FRAMING ELEVATION

1" = 1'-0"S201

TYPICAL BRACE

CONNECTION DETAIL AT BASE PLATE (ANGLE)

1 1/2" = 1'-0"S201

8 TYPICAL CANTILEVER BEAM

1 1/2" = 1'-0"S201

TYPICAL BRACE

CONNECTION BELOW BEAM WELDED

3/4" = 1'-0"S201

7 DOUBLE BRACECONNECTION DETIAL

3/4" = 1'-0"S201

9 DOOR ELEVATION

3/4" = 1'-0"S201

10 DOOR ELEVATION

1 REVISION 1 11/22/24

PLAN

ELEVATION

PIPEPIPE SLEEVE

WHERE SPECIFIED

RISER CLAMP

FIRE -STOPPING MATERIAL

RISER CLAMP

INSULATION

BOLT (TYP.)

RISER

PIPE SLEEVE

WHERE SPECIFIED

RISER CLAMP. BOTTOM

CLAMP REQUIRED AT

ANCHOR POINTS ONLY

NOTES:

1. PROVIDE ANCHORS ONLY WHERE SHOWN ON DRAWINGS

2. EXTEND SLEEVE SBOVE FLOOR WHERE SPECIFIED.

SEALANT

2-1/2" [65mm]

STEEL PIPE

2" [50mm]

STEEL PIPE

INSULATED

PROTECTION SHIELD

PIPE AND

INSULATION

PROVIDE ALUMINUM

JACKET

HIGH COMPRESSIVE

STRENGTH INSULATION

INSERT UNDER SHIELD

WELD PIPE SADDLE

SUPPORT TO PIPE. PROVIDE

WATER TIGHT CONNECTION

CLAMPING RING

PRE-MOULDED FLEXIBLE

PIPE COUNTER FLASHING

ROOF SYSTEM

INSULATION AND

MEMBRANE

ROOF SURFACE

4"

[1 m m

8"

[2 m m

M

IN

[3 m m

CONCRETE ROOF SLAB

OR STEEL ROOF DECK

SECURE TO ROOF SLAB WITH (4)

3/8" [8.0mm]ø EXPANSION BOLTS

OR WELD TO STEEL DECK

8"x8"x3/8" [203x203x8.0mm]

STEEL PLATE

WELD PLATE TO PIPE

NOTE:

PROVIDE RESTRAINING CLAMPS 8'-0" [2438] O.C.

ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

TYPE 43 - SEE SPECIFICATIONS

SIDE VIEW TRAPEZE HANGER FOR UP

TO 1000 LB. [453KH] UNIFORM LOAD

1" M

A X

[2

5m m

1-5/8" [43mm] 12 GAUGE CHANNEL FOR 2"x2"x1/4" [50x50x6.4mm] ANGLE

BAND

PROVIDE INSULATION SHIELD & INSERT

FOR ALL PIPING (8" [200mm] MIN.)

1/2" [15mm] DIA. HANGER RODS WITH 36" [900mm] MAX. SPACING ON EACH CHANNEL

SADDLE

WELD

HANGER ROD

INSULATION (VAPOR BARRIER

TYP IS REQUIRED FOR LOW

TEMPERATURE PIPE)

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9

PSF MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD

AT HANGER

PIPING SUPPORT BY PORTABLE PIPE

HANGERS, INC. # PPTO WITH STRUT

PIPE CLAMP @ ELECTRICAL CONDUIT

NEW PIPING & ELECTRICAL CONDUIT AS REQUIRED (TYP.)

STEEL CHANNEL (HG)

PIPE CLAMP ASSEMBLY @

REFRIGERANT PIPES INCLUDE

RUBBER OR EQ., INSERTS

INSIDE CLAMP

PIPING SUPPORTS SET 6'-0" O.C.

(MAX) OR WITHIN 18" OF 90 DEG.

DIRECTION CHANGE (U.O.N)

CONCRETE SLAB

NOTE:

ALL PIPING, CONDUIT CLAMPS, ASSOCIATED NUTS AND BOLTS SHALL BE STAINLESS STEEL

F R

O M

P U

M P

D

IS

C H

A R

G E

T O

P U

M P

S U

C T

IO

N

NOTE:

TOP OF CHEMICAL POT FEEDER

TANK SHALL NOT BE MORE THAN

4'-0" [1200mm] ABOVE FINISHED

FLOOR.

3/4" [20mm]

TO DRAIN

1" [25mm]

1" [25mm]

AUTOMATIC FLOW

CONTROL AND

BALANCE DEVICE

FUNNEL

CHEMICAL POT FEEDER -

MINIMUM CAPACITY 5

GALLONS [19L]

SHEETMETAL DUCT WITH GAGE AND

STIFFENERS IN ACCORDANCE WITH

SMANCA 2" PRESSURE CLASSIFICATION.

EXPOSED DUCT ON ROOF TO BE

WATERTIGHT & WEATHERPROOF. SEE

PLAN FOR DUCT SIZE.

ROOFING

MEMBRANE

NEW PRE-FINISHED 20GA.

METAL COUNTER FLASHING.

FASTEN WATERTIGHT TO DUCT

BY MECHANICAL CONTRACTOR

SCREW

INSULATION

20GA. GALV. STEEL CEILING

PLATE BY MECHANICAL

CONTRACTOR

ANGLE RIVETED OR SPOT

WELDED AS REQUIRED.

PROVIDE REMOVABLE 1/2" GALV.

BIRD SCREEN ON OUTDOOR

INTAKE ONLY, UNLESS

OTHERWISE INIDCATED

DUCT SUPPORT, SEE

DETAIL THIS SHEET

NEW ROOF

CURB

2" MIN ALLOWANCE

FOR INSULATION

M

IN

180.00°

R

R=W/2

FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR

CONCENTRIC VENT

INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

OVERALL DIAMETER PER

MANUFACTURER'S

RECOMMENDATIONS

PVC INTAKE/COMBUSTION

AIR SIZE AS INDICATED

ON PLAN

PVC VENT/EXHAUST AIR

SIZE AS INDICATED ON

PLAN

EXTERIOR

WALL OR ROOF

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

MECHANICAL DETAILS

M-503

NOT TO SCALE

B4

SUPPORT/ANCHOR FOR PIPE RISER DETAILS

NOT TO SCALE

B6

ROOF PIPE SUPPORT ON ROOF DETAIL

NOT TO SCALE

B8

PIPE HANGERS DETAILS

NOT TO SCALE

F8

EXTERIOR PIPING SUPPORT DETAIL - GROUND LEVEL

NOT TO SCALE

D8

WATER TREATMENT DETAIL - CLOSED SYSTEMS

NOT TO SCALE

D6

GOOSENECK DETAIL

NOT TO SCALE

F6

CONCENTRIC VENT DETAIL

1 REV 1 11/22/24

45-SWHX-1 & 2

STEAM TO WATER HEAT EXCHANGER SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

BASEMENT LAUNDRY

LOCATIONMARK TYPE

SHELL &

400 160 20

AREA AND/OR

BLDG SERVED

SYSTEM AND/OR

SERVICE

WATER CONDITIONS

FLOW

GPM

EWT

°F

LWT

°F

WPD

FT

2.1

STEAM PRESSURE

ENT CONTROL VALVE ENT HEAT EXCHANGER

CONTROL VALVE

PSIG PSIG LB/HR

TRAP

TRAP NO

CAPACITY

LB/HR

REMARKS

15 8145 - -

BELL GOSSETT

QS4-16-4-2

HEATING

WATER TUBE

MARK

TOTAL SP.

(IN W.C.)

FAN TYPE WHEEL DRIVECFM

ELECTRICAL

VOLTAGE PHASE RPM

SPEED

CONTROL

REMARKS

LOCATIONMARK

SYSTEM

AND/OR

SERVICE

AREA AND/OR

BLDG SERVED

HOT WATER COIL

FLOW

(GPM)

REMARKSAPPLICATION

AIR FLOW

(CFM)

TOTAL MIN

CAPACITY

(MBH)

EWT

(DEG F)

LWT

(DEG F)

WPD

(FT)

MAX FACE

VELOCITY

(FPM)

AIR

PRESSURE

DROP

(IN WG)

EAT

(DEG F)

LAT

(DEG F)

HOT WATER HEATING COIL SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

TEMPERATURES

FAN SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

LOCATION

AREA AND/OR

BUILDING

SERVED

SYSTEM

AND/OR

SERVICE

MIN. EFF.

HPBHP

NOTES:

1. CONTROL VIA LOCAL LIGHT SWITCH.

2. CONTROL VIA TIME CLOCK.

3. INLERLOCK WITH ASSOCIATE H&V UNIT STARTER.

45-HC-5 RM 111 HEAT 10614800 1000 840 175 158 3.9CART WASH 0.11 5 55CART WASH

FLUID

TYPE

40% PPG

45-RF-2 1.25 INLINE FC BELT 480 60 3 NONE70 53.28RM B017 MECHANICAL 45-HV-3 4240 NOTE 3

PROVIDE AS PART OF SKID MOUNTED HEAT TRANSFER PACKAGE

VF-3 0.75 BELT

MARK

TOTAL SP.

(IN W.C.)

FAN TYPE DRIVECFM

ELECTRICAL

VOLTAGE PHASE RPM

460 60 1336

REMARKS

FAN SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MAKE

GREENHECK

MODEL

SYSTEM

AND/OR

SERVICE HP

BHP

2.78

NOTES:

1. MOTOR OPERATED DAMPER.

2. VIBRATION ISOLATORS.

3. OSHA APPROVED BELT GUARD.

BSQ-200-30

INTER-LOCK RELAY WITH

VF-4 AND AIR COMP

6400 1,2,3

VF-4 0.75 BELT 460 60 133632.78

INTER-LOCK RELAY WITH

VF-3 AND AIR COMP

6400 1,2,3GREENHECK BSQ-200-30

CENTRIFUGAL INLINE

CENTRIFUGAL INLINE

45-REF-1A,B 1.0 DIRECT

MARK

TOTAL SP.

(IN W.C.)

FAN TYPE DRIVECFM

ELECTRICAL

VOLTAGE PHASE RPM

460 60 1400

REMARKS

FAN SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MAKE

TEXEL

MODEL

SYSTEM

AND/OR

SERVICE HP

BHP

NOTES:

1. MOTOR OPERATED DAMPER.

2. DRAIN CONNECTION.

3. NEMA-1 DISCONNECT SWITCH.

4. COMPANION FLANGES.

5. VIBRATION ISOLATORS.

6. OSHA APPROVED BELT GUARD.

7. FRP FAN CONSTRUCTION WITH FRP DISCHARGE TRANSITION.

8. STAINLESS STEEL SHAFT.

CES151D

INTER-LOCK RELAY WITH

TUNNEL WASHER

1500 2,3,4,5,6,7,8

BI UTILITY VENT SET;

CW, HORZ DISCHARGE

45-REF-2A,B 1.0 DIRECT 460 60 1400TEXEL 2-CES151D 1500 2,3,4,5,6,7,8

BI UTILITY VENT SET;

CW, HORZ DISCHARGE

EF-1 0.8 BELT 460 60 1702GREENHECK 3/40.59GB-131-7 2000 1,5,6

CENTRIFUGAL

ROOF EXHAUST

GENERAL NOTES FOR ALL FANS:

A. WHEN MOTOR OPERATED DAMPERS ARE SPECIFIED THEY SHALL BE

120 VOLTS. FURNISH WITH 24V TRANSFORMER FOR CONTROL WIRING.

GENERAL NOTES FOR ALL FANS:

A. WHEN MOTOR OPERATED DAMPERS ARE SPECIFIED THEY SHALL BE

120 VOLTS. FURNISH WITH 24V TRANSFORMER FOR CONTROL WIRING.

INTER-LOCK RELAY WITH

TUNNEL WASHER

INTER-LOCK RELAY WITH

TUNNEL WASHER

45-REF-3

RELIEF FAN SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MARK

ROOF

LOCATION

AREA AND/OR BUILDING

SERVED

2,500 0.5

TOTAL SP.

(IN W.C.)

HZVOLTAGE

ELECTRICAL

PHASE

SPEED

CONTROL

115 60 1 INTEGRAL

REMARKS

GREENHECK MODEL G-143-VG

CFM

ROOF

FAN

TYPE

EX. WASHING MACHINE

ROOM 113

EXHAUST

SYSTEM

AND/OR

SERVICE

WHEEL

89.5

MIN.

EFF.

DIRECT

DRIVE

HP

BHP

INSULATED CURB; INTERLOCKED

DAMPER, ECM MOTOR

HEX-1

BRAZED PLATE HEAT EXCHANGER SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MARK

BASEMENT

LOCATION SERVICE

LWT

(DEG F)

40% PPG

WPD

(FT)

CONTROL

VALVE

175 158 6.9 CV-HV1

REMARKS

45-H&V-1

TYPE

OUTDOOR AIR

EQUIPMENT

B&G

BP433-166

EWT

(DEG F)

FLOW

(GPM)

LWT

(DEG F)

HOT WATER

WPD

(FT)

180 160 4.3185

EWT

(DEG F)

FLOW

(GPM)

VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MARK

MODEL

No.

TYPE

AREA

SERVED

TOTAL

CAPACITY

SENSIBLE

CAPACITY

EVAPORATOR

HEATING CAPACITY

PHASEVOLTS

ELECTRICAL

MCA MOCP

APPROX.

DIMENSIONS

WxDxH

APPROX.

WEIGHT

(LBS)

REMARKS

45-VRFAC-5a

45-VRFAC-5b

PKFY-P24NKMU-E2 TH WALL MOUNTED UNIT 1 15

PKFY-P24NKMU-E2 TH WALL MOUNTED UNIT 18,279 BTUH 20,474 BTUH 23,871 BTUH 1 0.6 15

ROOM B020

ROOM B020

18,279 BTUH 20,474 BTUH 0.623,871 BTUH 208

46x12x14 46

46x12x14 46

GP-1

GLYCOL HEATING PUMP SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MARK

BASEMENT

LOCATION

AREA AND/OR

BUILDING

SERVED

TYPE

LAUNDRY 1

SP. GR

GP-2

REMARKS

B&G E80 3x3x9.5C

MIN % EFF

SYSTEM

AND/OR

SERVICE HEAD

(FT)

CALCULATING FLUID

TEMP

(°F)

226 50 17540% PPG

FLOW

(GPM)

FLUID

MAX

RPM

VOLT

ELECTRICAL MOTOR

SPEED

CONTROL

460 1750 VARIABLE

PHASE

NOMINAL

POWER (HP)

7.5

45-HV-1 &

45-HC-5

VERTICAL

IN-LINE

EXT-1

EXPANSION TANK SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MARK

BASEMENT

LOCATION

AREA AND/OR

BUILDING

SERVED

DIA.

DIMENSIONS

HEIGHT

12 20 35

BASIS OF

DESIGN

BLADDER

TYPE

LAUNDRY B&G B-130LA

PRE-CHARGE

(PSI)

TANK

VOLUME

(GAL)

REMARKS

PRE-CHARGE

PRIOR TO

FILLING

SYSTEM

ACCEPTANCE

VOLUME (GAL)

HEX-1

SYSTEM

AND/OR

SERVICE

AS-1

AIR SEPARATOR SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

MARK

BASEMENT

LOCATION

AREA AND/OR

BUILDING SERVED

BASIS OF

DESIGN

IN-LINE

TYPE

LAUNDRY TACO 437FLANGED

CONNECTION

HEX-1

SYSTEM AND/OR

SERVICE

MIN. CV

P-1A & B BASEMENT LAUNDRY

LOCATIONMARK TYPE

400 50 180

AREA AND/OR

BUILDING

SERVED

HEATING

WATER

SYSTEM

AND/OR

SERVICE

CIRCULATING FLUID

FLOW

GPM

HEAD

FT

NPSH AVAILABLE

FT

NA

TEMPERATURE

MIN

EFF

HP

ELECTRICAL MOTOR

REMARKS

15 3 460 B&G 4BD

°F

SP.GR

NOMINAL

POWER

PHASE VOLT

MAX

RPM

SPEED

CONTROL

1 75 1750 VARIABLE

END

SUCTION

FLUID

WATER

PUMP SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

45-CP-1 BASEMENT

LOCATIONMARK TYPE

75 36 3BLDG STEAM

SYSTEM AND/OR

SERVICE

MOTOR

DISCHARGE

PRESSURE

PSIG

MIN

RECEIVER

SIZE

GAL

NOMINAL POWER

EACH

HP

PHASE RPM

REMARKS

VOLT

480 3600DUPLEX

FLOW

EACH

PUMP

STEAM CONDENSATE PUMP SCHEDULE (PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR)

GPM

BELL &

GOSSETT

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

MECHANICAL SCHEDULES

M-603

1 REV 1 11/22/24

UP

PP

A1

B1

C1

4.2

3.3

2.4

BB AAA

2'

B

3'

C

4.5

4'

5'

E

6'

F

7'

G

8'

H

9'

I

EE

DD CC

FF

GG

5.1

SAN

S A

N

SAN

S A

N

8"

8"

4"

4"

6"

4" 6"

3"

8"

3"

SAN

SAN

6"

6"

3"

SP-1

SAN

3"

6" 6"

4"

EX 4"

1 1

3"

4"

3"

8" EXR

SAN

1'

8"

8"

4" EXR4" EXR

INVERT ELEVATION

OF EXISTING 8" PIPE

= 105.50

TRUE

NORTH

PLAN

NORTH

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

PLUMBING PLAN - FOUNDATION

PF101

1/8" = 1' - 0" 0 5' 10' 15' 30'

GRAPHIC SCALE(S)

# KEY NOTESGENERAL NOTES

1 SEE SHEET P-001 FOR LEGENDS, DETAILS AND GENERAL NOTES. 1 4" WASTE PIPE FROM FLOOR CLEAN OUT (FCO) ABOVE.

2 ABANDONED WASTE PIPE NOT SHOWN FOR CLARITY.

3 CONNECT NEW WASTE PIPE TO EXISTING WASTE PIPE, SIZE AS NOTED

4 6" WASTE PIPE DOWN, 3" VENT PIPE UP.

5 4" WASTE PIPE DOWN, 2" VENT PIPE UP.

6 4" WASTE PIPE FROM FLOOR DRAIN (FD) ABOVE.

7 6" WASTE PIPE FROM FLOOR PIT ABOVE.

8 EXISTING 6" DOMESTIC WATER SERVICE PIPE UP.

9 EXISTING 6" DOMESTIC WATER SERVICE PIPE.

10 3" VENT PIPE UP.

11 3" WASTE PIPE DOWN, 1-1/2" VENT PIPE UP.

12 3" WASTE PIPE FROM FLOOR DRAIN (FD) ABOVE.

13 3" WASTE PIPE FROM ABOVE.

14 1-1/2" WASTE PIPE FROM ABOVE.

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

PLUMBING PLAN - FOUNDATION

15 2" WASTE PIPE FROM ABOVE.

16 4" WASTE PIPE FROM FLOOR PIT ABOVE.

17 1-1/2" VENT PIPE UP.

18 2" PUMPED DISCHARGE PIPE FROM SP-1 UP.

19 4" WELL WATER SUPPLY PIPE UP.

20 CONNECT NEW 4" WELL WATER SUPPLY PIPE TO EXISTING 4" WELL WATER

SUPPLY PIPE. FIELD VERIFY EXACT LOCATION OF EXISTING WELL WATER

SUPPLY PIPE.

21 6" WASTE PIPE FROM FLOOR DRAIN (FD) ABOVE.

1 REV1 11/22/24

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

PLUMBING SCHEDULES

P-601

WATER TEMPERATURE MIXING VALVE SCHEDULE

MARK DESCRIPTION

CAPACITY TEMPERATURE

NOTESMAX GPM

MAX PRESSURE

DROP (PSI)

SET POINT

DEGREE F.

TMV-1 THERMOSTATIC (POINT OF USE) 2.1 10 110 1,4

TMV-2 THERMOSTATIC (PRIMARY) 19 10 131 2,3

WATER HEATER SCHEDULE (ELECTRIC)

MARK LOCATION TYPE MOUNTING

STORAGE

CAPACITY IN

GALLONS

TEMP RISE

GPH 40°F TO

140°F

RECOVERY

(GPH) KW INPUT NOTES

EWH-1 MECH. RM. B017 ELECTRIC FLOOR 120 100 169 45 1,2

PUMP SCHEDULE

MARK LOCATION TYPE

CAPACITY

VOLTS/PHASE DESCRIPTION NOTESGPM FT. HD. HP

RP-1 MECH. RM. B017 RECIRC 3 22 1/6 120/1 VFD, AUTO ADJUST FLOW TEMPERATURE SMART PUMP 1

SP-1 SUMP PIT RM B025 SUMP 50 27 1 120/1 PROVIDE WITH OIL MINDER PUMP CONTROL SYSTEM 2

PLUMBING SPECIALTIES SCHEDULE

MARK DESCRIPTION EQUIPMENT DESCRIPTION

FLOW METER CLAMP ON ULTRASONIC FLOWMETER WITH 2 SENSOR SETS AND FLOW DISTURBANCE COMPENSATION.

BFP-1 BACKFLOW PREVENTER 2-1/2", 3" & 4" - LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY, WITH INTEGRAL FLOOD CONTROL SYSTEM TO SHUT-OFF THE WATER SUPPLY WHEN EXCESSIVE DISCHARGE OCCURS, ASSE LISTED 1013, USC APPROVED, AIR GAP FITTING, WYE STRAINER ON INLET. FLOOD CONTROL 5 AMP, 120V, 1 PHASE, CONNECT TO BASE DDC SYSTEM..

ET-1 EXPANSION TANK ASME SHELL, HEAVY DUTY BUTYL DIAPHRAM TANK, ANTIMICROBIAL LINER, STAINLESS STEEL CONNECTION, MAX OPERATING PRESSURE 300 PSI, MAX OPERATING TEMPERATURE 200 DEGREE F. MAXIMUM ACCEPTANCE VOLUME = 2 GALLON, TOTAL TANK

VOLUME = 4 GALLONS.

FCO FLOOR CLEAN OUT HEAVY DUTY CAST IRON BODY, HEAVY DUTY ADJUSTABLE NICKEL BRONZE TOP.

FD-H FLOOR DRAIN MEDIUM DUTY, CAST-IRON BODY, LOOSE SET NICKEL BRONZE GRATE, GRATE MUST BE 12" SQUARE, DRAIN BODY MUST BE 6" DEEP.

PLUMBING FIXTURE SCHEDULE

FIXTURE CONNECTIONS

DESCRIPTION NOTESMARK FIXTURE CW HW WASTE

VENT

(MIN) MOUNTING MOUNTING HEIGHT

P-422 HAND WASHING SINK 1/2" 1/2" 1-1/2" 1-1/2" WALL ADA (29"KNEE CLEARANCE) 304 STAINLESS STEEL, 22" X 19" X 5-1/2" DEEP, WALL HUNG, RAISED BACK SPLASH, SINGLE LEVER HANDLE

FAUCET , 0.5 GPM FLOW, 4" CENTERS.

1,2

P-502 MOP BASIN 1/2" 1/2" 3" 1-1/2" FLOOR - STAIN RESISTANT TERRAZZO, 32" X 32" X12" WITH 6" DROP FRONT. FAUCET TO BE WALL MOUNTED AND HAVE INTEGRAL CHECK/STOPS, PAIL HOOK, INTEGRAL VACUUM BREAKER, WITH TOP OR BOTTOM BRACE.

P-604 ELECTRIC WATER COOLER 1/2" - 1-1/2" 1-1/2" WALL ADA UL 399 CERTIFIED, ELECTRONIC PUSHBAR AND BOTTLE FILLER SENSOR, BI-LEVEL.

P-707 EMERGENCY SHOWER AND EYE

AND FACEWASH

1-1/4" 1" - - FLOOR - STAY-OPEN BALL VAVES, SHOWER OPERATED BY STAINLESS STEEL PULL-ROD, EYE AND FACEWASH OPERATED BY PUSH FLAG. PROVIDE WITH ASSE 1071 THERMOSTATIC MIXING VALVE AND EMERGENCY HORN AND LIGHT.

NOTES:

1 MIXING VALVE MUST BE ASSE 1070 LISTED, REFER TO DETAIL 5 DRAWING P-501.

2. MIXING VALVE MUST BE ASSE 1017 LISTED, REFER TO DETAIL 4 DRAWING P-501.

3. SHUT-OFF VALVE AND THERMOMETER (INTEGRAL TO VALVE) ON HOT WATER OUTLET.

4. COORDINATE LOCATION WITH ADA CLEARANCES.

NOTES:

1. MOUNTING HEIGHT IS FROM FINISHED FLOOR TO FLOOD LEVEL RIM OF FIXTURE.

2. PROVIDE WITH MIXING VALVE TMV-1.

3. SET EMERGENCY TMV OUTLET TO 90 DEGREE F.

NOTES:

1 SET TANK TEMPERATURE TO 140 DEGREE F.

2 PROVIDE WITH THERMAL EXPANSION TANK ET-1, REFER TO PLUMBING SPECIALTIES SCHEDULE.

NOTE:

1. REFER TO FLOOR PLAN DRAWINGS FOR BALANCING VALVE GPM FLOW RATES.

2. CONNECT OIL MINDER CONTROL PANEL TO BUILDINGS AUTOMATION SYSTEM - DDC.

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

EX 4"

EX 4"

COP

FD-H

FCO

FD-H

FD-H

FD-H

FD-H

FD-H

FCO

FD-H

FD-H

3" 2"

3" VTR

3" VTR

3" VTR

3" VTR

4" VTR

3" VTR

4" VTR

1 1/2"

1 1/2"

1 1/2"

1 1/2"

3"

3"

3"

3"

2"

2"

4"

FD-H

2"

3"

3"

6"

6"

6"

4"8"

4"

6"

3"

4"

8"

3"

3"

6"

3"

1 1/2"

3"

1 1/2"

1 1/2"

3" VTR

3"

6"

6"

6"

3"

3"

3"

2"

3"

1 1/2"

3"

6"

6"

4"

4"

FROM 18" X 18" X 18" SUMP

FROM 18" X 24" X 18" SUMP

FROM 18" X 18" X 18" SUMP

P-502

P-422

P-422 3"

FROM 18" X 18"

X 18" SUMP

EX 4"

P-422

EX 8"

4"

8"

8"

8"

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

SANITARY PIPING RISER

P-704

NO SCALE

SANITARY PIPING RISER

104A

B018

B017

B001b

B001b

B001b

B001b

B017

B017

PLAN

NORTH

TRUE

NORTH

A.1 A.8 B.8 C.8 D.8 E.8 F.8 G.8 H.7

6.2

2.1

2.2

3.2

4.1

5.1

A B C D E F G HAACCDD

EE

FF

GG

HH

II

JJ

KK LLMM

NN

EP401

B1

EP401

E5

STORAGE

B005

CORRIDOR

B006

GAS METER

AND

REGULATING

ROOM

B002

LINEN

STORAGE

B026

MECHANICAL

ROOM

B003

STAFF

BREAK

ROOM

B004

STAIR

B007

VESTIBULE

B008

WOMENS

TOILET

B009A

WOMENS

SHOWER

B009

WOMEN'S

RESTROOM

B010

HAC

B019

WOMEN'S

LOCKER

ROOM

B011

MEN'S

RESTROOM

B014

MEN'S

LOCKER

ROOM

B013

CLOSET

B029

CORRIDOR

B012

STORAGE

B015

SECURE

STORAGE

B028

SECURITY

OFFICE

B027

IT ROOM

B020

MECHANICAL

B017

TANK ROOM

B001b

STORAGE

B001a

ELEC ROOM

E001

MECHANICAL

STORAGE

B024

MECHANICAL

SHOP

B023

CONTROLLER

ROOM

B022

SERVICE

ELEVATOR

B025

MECH &

CHEM

STORAGE

B018

LDP-98,100

45-VRFAC-21B

LDP-98,100

45-VRFAC-21A

LDP-98,100

45-VRFAC-21D

LDP-98,100

45-VRFAC-21C

LDP-86

45-HWUH-11

LDP-88

45-HWUH-13

HDP-55,57,59

45-VRFHRU-1A

HDP-67,69,71

45-VRFHP-ELECTRIC-A

LDP-93,95

45-VRFAC-1

LDP-86

45-HWUH-10

LDP-86

45-HWUH-16

LDP-88

45-HWUH-17

HDP-13,15,17

45-HV-3

HDP-19,21,23

45-HV-4

LDP-88

45-HWUH-18

HD2-1,3,5

45-HV-2

LDP-93,95

45-VRFAC-6B

LDP-93,95

45-VRFAC-6A

LDP-93,95

45-VRFAC-6C LDP-143,145

45-VRFAC-7A

LDP-143,145

45-VRFAC-4B

LDP-93,95

45-VRFAC-3

LDP-143,145

45-VRFAC-7B

LDP-86

45-HWUH-15

LDP-86

45-HWUH-14

HDP-73,75,77

45-VRFHP-ELECTRIC-B

LDP-88

45-HWUH-12

HDP-61,63,65

45-VRFHRU-1B

HDP-62,64,66

45-RF-1

HDP-68,70,72

45-RF-2

SHADING INDICATES NO POWER WORK IN THIS AREA

EML-22

P-707

LDP-91

P-RP-1

HDP-80,82,84

P-EWH-1

MECHANICAL

B017

LDP-54

LDP-10

LDP-12

LDP-18

LDP-20

LDP-16

LDP-110

LDP-76

LDP-14

LDP-2

LDP-4

LDP-6LDP-8

LDP-56

LDP-70

LDP-52

LDP-66

LDP-64

LDP-62

LDP-60

LDP-108

LDP-80

LDP-58

LDP-74

LDP-68

HD2-7,9,11

GP-3

HD2-13,15,17

GP-4

HD2

HDP-31,33,35

ELEVATOR

HD2-8,10,12

VF-3

HD2-2,4,6

VF-4

EML-14

FACP BOOSTER 2

EML-12

FACP BOOSTER 1

EML-10

FACP

HDP-14,16,18

45-CP-1

HD2-19,21,23

P1-A

HD2-25,27,29

P1-B

HD2-14,16,18

GP-1

HD2-20,22,24

GP-2

EMH-31,33,35

P-SP-1

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

ELECTRICAL POWER PLAN - BASEMENT

EP101A

GENERAL NOTES KEY NOTES#

1/8" = 1'-0"EP101A

1 BASEMENT PLAN - MECH & GENERAL POWER

0' 4' 8' 16' 24'

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

A. REFER TO SHEET EP102A FOR LAUNDRY EQUIPMENT CONNECTION PLANS IN THIS AREA.

B. PANELBOARDS LOCATED IN ELECTRICAL ROOM E001, SEE E1/EP401 FOR LOCATION.

C. COORDINATE NEW WIRING DEVICE LOCATIONS AND MOUNTING HEIGHTS WITH LAUNDRY EQUIPMENT PRIOR TO ROUGH-IN.

1 EXISTING EQUIPMENT TO REMAIN. THIS EQUIPMENT WAS INSTALLED UNDER A

PREVIOUS PERMIT. THE PREVIOUS PERMIT WAS NOT CLOSED OUT AND IT IS UNKNOWN

TO WHAT LEVEL OF COMPLETION THE INSTALLATION WAS PERFORMED TO.

CONTRACTOR TO INSPECT, TEST, AND COMMISSION EQUIPMENT AND INSTALLATION

TO MANUFACTURER’S REQUIREMENTS AND TO ASSUME OWNERSHIP OF PREVIOUS

INSTALLATION. VERIFY INTEGRITY OF CIRCUIT AND CONDUIT AND REPLACE AS

NEEDED. VERIFY ALL CONDUIT FITTINGS ARE TIGHTENED TO ENSURE SECURE

MECHANICAL CONNECTION AND EFFECTIVE BOND FOR GROUND FAULT PATH. MEG

TEST BRANCH CIRCUIT WIRING TO ENSURE INSULATION IS IN GOOD CONDITION AND

REPLACE IF DEFICIENT. RETORQUE ALL TERMINATIONS TO MANUFACTURER’S

RECOMMENDED SETTINGS.

2 MAKE POWER CONNECTION TO EXISTING MECHANICAL UNIT.

3 REINSTALL EXISTING MECHANICAL EQUIPMENT AND RESTORE ELECTRICAL

CONNECTIONS AFTER STRUCTURAL WORK HAS BEEN COMPLETED.

4 MAKE POWER CONNECTION TO NEW MECHANICAL UNIT.

5 MAKE POWER CONNECTION TO NEW EMERGENCY EYE WASH ALARM.

6 THE CONTRACTOR SHALL ENGAGE BUCKLEY ELEVATOR, PHONE # 978-594-1197, TO

MAKE THE ELEVATOR OPERATIONAL AND PERFORM ALL REQUIRED COMMISSIONING

AND TESTING. CONTRACTOR TO MAKE FINAL ELECTRICAL CONNECTIONS TO

ELEVATOR EQUIPMENT.

1 REVISION 01 11/22/24

Esmail.Hamidi G:\PE Stamps\Orders\2023\110193 Hamidi MD-Eng\110193 Hamidi MD-Eng Final Model (1)

BRANCH CIRCUIT WIRING AND RACEWAY:

SEE "E SHEETS FOR BRANCH CIRCUIT

REQUIREMENTS TO LINE SIDE OF

EQUIPMENT DISCONNECT.

TERMINATION TO LINE SIDE OF

EQUIPMENT DISCONNECT BY

DIVISION 26 CONTRACTOR.

COMBINATION MOTOR STARTER/DISCONNECT:

DISCONNECT AND STARTER MAY BE COMBINED

IN A SINGLE CABINET. IF COMBINATION MOTOR

STARTER IS PROVIDED, AN OVERCURRENT

PROTECTIVE DEVICE SHALL BE PROVIDED

WITH MOCP PER EQUIPMENT NAMEPLATE.

ADDITIONAL DISCONNECT: WHERE

EQUIPMENT IS NOT WITHIN SIGHT OF

EQUIPMENT DISCONNECT, TRADE FURNISHING

EQUIPMENT SHALL FURNISH AND INSTALL AN

ADDITIONAL NON-FUSED DISCONNECT SWITCH

WITHIN SIGHT OF EQUIPMENT.

EQUIPMENT: EQUIPMENT FURNISHED BY

DIVISION 23.

MOTOR STARTER (OR VFC): MOTOR STARTER (OR VFC) SHALL BE

AS RECOMMENDED BY EQUIPMENT MANUFACTURER OR AS

OTHERWISE INDICATED ON CONTRACT DOCUMENTS.

EQUIPMENT DISCONNECT: EQUIPMENT DISCONNECT SWITCH,

FUSED OR NON-FUSED PER EQUIPMENT CONNECTION SCHEDULE.

GENERAL NOTES:

1. WIRING AND RACEWAY ON LOAD SIDE OF EQUIPMENT DISCONNECT SHALL BE FURNISHED AND INSTALLED BY DIVISION 23 AND

SIZED IN ACCORDANCE WITH EQUIPMENT NAMEPLATE DATA AND THE NEC. PROVIDE SEPARATE GROUND WIRE SIZED PER NEC.

2. REQUIREMENTS FOR WIRING, MATERIALS, METHODS, AND COMPONENTS SHALL BE PER DIVISION 26 SPECIFICATIONS.

DIVISION 26 RESPONSIBILITIES DIVISION 23 RESPONSIBILITIES

LINE SIDE LOAD SIDE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

DATE:

Drawing Title:

Approved Project Director

Project Title:

1 2 3 4 5 6 7 8 9

100% SUBMITTAL

512 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and

Facilities Management

Drawn

DN/SV SV/ZN

UPGRADE VISN 1 LAUNDRY BUILDING 45

BROCKTON CAMPUS

523A5-10-316

BROCKTON, MA

08-21-24

REVISIONS:

MECHANICAL, ELECTRICAL, &

PLUMBING ENGINEERING SERVICES:

CLARKNEXSEN

3920 ARKWRIGHT ROAD SUITE 385

MACON, GA 31210

478.314.1206 DIRECT

478.743.8415 OFFICE

GEORGE SIMPSON

STRUCTURAL ENGINEERING

SERVICES:

INNOVATIVE ENGINEERING, INC.

3380 TRICKUM ROAD

BLDG 500 SUITE 100

WOODSTOCK, GA 30188

678-883-5862 DIRECT

770-517-5508 FAX

STEPHEN MORGAN

COST ESTIMATING SERVICES:

AXIAS, INC.

225 REINEKERS LANE, SUITE 200

ALEXANDRIA, VA 22314

703-706-0400

GEORGE SHIELDS

LAUNDRY EQUIPMENT VENDOR

SERVICES:

LAUNDRY DESIGN GROUP, LLC

5940 S RAINBOW BLVD, LAS

VEGAS NV USA 89118

1-855-226-3500

BOB CORFIELD

ELECTRICAL EQUIPMENT CONNECTION

SCHEDULE

EP601

NOT TO SCALE

B1

DIVISION OF WORK DETAIL

MECHANICAL EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES

A. ALL MECHANICAL UNIT LISTED ARE EXISTING TO REMAIN UON. THIS EQUIPMENT WAS INSTALLED UNDER A PREVIOUS PERMIT. THE PREVIOUS PERMIT WAS NOT CLOSED OUT AND IT IS UNKNOWN TO WHAT LEVEL OF COMPLETION THE INSTALLATION WAS PERFORMED TO. CONTRACTOR TO INSPECT, TEST, AND COMMISSION

EQUIPMENT AND INSTALLATION TO MANUFACTURER’S REQUIREMENTS AND TO ASSUME OWNERSHIP OF PREVIOUS INSTALLATION. VERIFY INTEGRITY OF CIRCUIT AND CONDUIT AND REPLACE AS NEEDED. VERIFY ALL CONDUIT FITTINGS ARE TIGHTENED TO ENSURE SECURE MECHANICAL CONNECTION AND EFFECTIVE BOND FOR GROUND FAULT PATH. MEG TEST BRANCH CIRCUIT WIRING TO ENSURE INSULATION IS IN GOOD CONDITION AND REPLACE IF DEFICIENT. RETORQUE ALL TERMINATIONS TO MANUFACTURER’S RECOMMENDED SETTINGS.

PLUMBING EQUIPMENT SCHEDULE

EQUIPMENT

DESIGNATION DESCRIPTION LOCATION FLA MCA MOCP VOLTS PHASE

CIRCUIT INFORMATION

PANEL CIRCUIT #

P1-A HEATING WATER PUMP MECH B018 21.00 A 26.25 A 30 A 480 V 3 HD2 19,21,23

P1-B HEATING WATER PUMP MECH B018 21.00 A 26.25 A 30 A 480 V 3 HD2 25,27,29

P-707 EMERGENCY EYE WASH

ALARM

SECURE STORAGE B028 15.00 A 20.00 A 20 A 120 V 1 EML 22

P-EWH-1 WATER HEATER MECH B018 54.20 A 67.75 A 70 A 480 V 3 HDP 80,82,84

P-RP-1 RECIRC PUMP MECH B018 1.01 A 1.26 A 15 A 120 V 1 LDP 91

P-SP-1 ELEVATOR SUMP PUMP 2.10 A 2.63 A 15 A 480 V 3 EMH 31,33,35

SONIC AIRE FAN SCHEDULE

EQUIPMENT

DESIGNATION

LOAD RATING

(HP) FLA MCA MOCP VOLTS PHASE REMARKS

SF-1 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-2 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-3 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-4 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-5 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-6 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-7 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-8 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-9 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

SF-10 1 HP 2 A 3 A 20 A 480 V 3 SONIC AIRE PRO SERIES MODEL P100-460V.

VRF SYSTEM CONNECTION SCHEDULE

EQUIPMENT

DESIGNATION DESCRIPTION LOCATION FLA MCA MOCP VOLTS PHASE

CIRCUIT INFORMATION

REMARKSPANEL CIRCUIT #

45-VRFAC-1 VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT LINEN STORAGE B026 0.66 A 1.20 A 15 A 208 V 1 LDP 93,95

45-VRFAC-2 VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT MECH B003 0.30 A 0.38 A 15 A 208 V 1 LDP 93,95

45-VRFAC-3 VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT SECURE STORAGE B028 0.40 A 0.52 A 15 A 208 V 1 LDP 93,95

45-VRFAC-4A VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT SECURITY CLOSET B027 0.50 A 0.63 A 15 A 208 V 1 LDP 143,145

45-VRFAC-4B VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT STORAGE B015 0.50 A 0.63 A 15 A 208 V 1 LDP 143,145

45-VRFAC-5A VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT IT ROOM B020 0.50 A 0.63 A 15 A 208 V 1 LDP 143,145

45-VRFAC-5B VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT IT ROOM B020 0.50 A 0.63 A 15 A 208 V 1 LDP 143,145

45-VRFAC-6A VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT LOUNGE B004 0.40 A 0.50 A 15 A 208 V 1 LDP 93,95

45-VRFAC-6B VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT LOUNGE B004 0.40 A 0.50 A 15 A 208 V 1 LDP 93,95

45-VRFAC-6C VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT LOUNGE B004 0.40 A 0.50 A 15 A 208 V 1 LDP 93,95

45-VRFAC-7A VARIABLE REFRIGERANT FLOW SYSTEM - INDOOR UNIT STORAGE B015 2.20 A…