5 BDoc Plumbing Drawing.pdf

LOCKING NUT

HANGER ROD

HEAVY DUTY

CLEVIS HANGER

SUPPORT NUT

INSULATION

PIPE SIZE

MAXIMUM PIPE SUPPORT SPACING

1" 1 1/4" 1 1/2" AND LARGER

6 FT 10 FT

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST PIPE

ON

TRAPEZE.

COPPER PIPING

PIPE SIZE

5 FT. (10 FT WHERE 10 FOOT LENGTH

OF PIPE ARE USED)CAST IRON PIPING

PIPE SIZE

12 FTSTEEL PIPING

ALL PIPE SIZES

ALL PIPE SIZES

HORIZONTAL VERTICAL

ALL PIPE

SIZES

ALL PIPE

SIZES

ALL PIPE

SIZES

10 FT

15 FT

15 FT

PROVIDE AN

INSULATION

SHIELD.

VALVE IN RISER

BALL VALVE

BALANCING VALVE

CHECK VALVE

STRAINER

BUTTERFLY VALVE

WATER PRESSURE REGULATOR

SHOCK ABSORBER

HOT WATER RETURNHWR

HOT WATER HW

COLD WATERCW

SANITARY VENTV

SANITARY SEWERSAN

ROOF DRAINAGERD

FLOW ARROW

SYMBOL DESCRIPTION

PLUMBING LEGEND

INVERT ELEVATION

UTILITY RISER IDENTIFICATION

8" PIPE SIZE

PIPE SYSTEM ABBREVIATION

RISER DESIGNATION

RD

#7

OVERFLOW ROOF DRAINAGEORD

EXISTING ITEM TO REMAIN (DEMO PLANS)

FLOW ARROW

RISEDROP DROP OR RISE

NEW TO EXISTING PIPE CONNECTION

ITEM TO BE DEMOLISHED (DEMO PLANS)

REMOVE TO POINT INDICATED

NEW ITEM TO BE INSTALLED (NEW WORK PLANS)

SHUT-OFF INDICATED ON THE AS-BUILT DRAWINGS

BALANCING VALVE INDICATED ON THE AS-BUILT DRAWINGS

COLD WATER RETURNCWR

REMOVE GATE VALVE

REMOVE PIPING TO

POINTS INDICATED

INSTALL PRESS-FIT

UNIONS TO EXISTING

PIPING AT POINTS

INDICATED

NEW BALL VALVE

REMOVE GATE VALVE

REMOVE PIPING TO

POINTS INDICATED

NEW FLANGED

BALL VALVE

INSTALL PRESS-FIT

COUPLINGS TO

EXISTING PIPING AT

POINTS INDICATED

REMOVE BALANCING VALVE

REMOVE PIPING TO

POINTS INDICATED

INSTALL PRESS-FIT

UNIONS TO EXISTING

PIPING AT POINTS

INDICATED

NEW BALANCING VALVEGRADE

PIPE

LINK SEAL

BACKING MATERIAL

INTERIOR OF WALL

EXTERIOR OF WALL

SEAL ANNULAR OPENING

WITH WATER TIGHT

MASTIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

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\8

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M M

M ia m i V

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C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

P001

BID DOCUMENTS

PLUMBING SCHEDULES, LEGEND AND

DETAILS

NO SCALE

CLEVIS HANGER DETAIL

PLUMBING GENERAL NOTES

wt DESCRIPTION

1 NO BURIED PIPING UNDER THE SLAB SHALL BE INSTALLED WITHIN THE FOOTING BEARING.

2 CUTTING OF OPENINGS IN EXISTING CONSTRUCTION ASSOCIATED WITH THE PIPING SYSTEMS

SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR.

3 ALL BURIED PRESSURE PIPING INSTALLED SHALL BE A MINIMUM OF 36" BELOW FINISHED

GRADE TO TOP OF PIPE.

4 THE ISOMETRIC IS SCHEMATIC IN NATURE AND PROVIDED FOR GENERAL ROUTING AND

CLARIFICATION THE ISOMETRIC SHALL NOT BE USED FOR A SPECIFIC ESTIMATE TAKE-OFF OF

PIPE LENGTHS AND FITTINGS.

5 THE PLUMBING CONTRACTOR'S WORK SHALL BE COORDINATED IN SUCH A MANNER AS TO

NEVER BLOCK SERVICE PATHWAYS TO AND FROM ANY BUILDING AND TO MINIMIZE

INTERFERENCE WITH SITE ACCESSIBLITY.

6 THE PLUMBING CONTRACTOR IS REQUIRED TO PROVIDE 3" MINIMUM DURABLE PRINTED

PLASTIC WARNING TAPE FOR EXTERIOR METALLIC PIPING WITHIN THE SCOPE OF HIS

CONTRACT. THE WARNING TAPE SHALL BE IDENTIFIED FOR THE SPECIFIC UTILITY

7 THE PLUMBING CONTRACTOR IS REQUIRED TO PROVIDE 2" MINIMUM DETECTABLE TRACER

WIRE FOR EXTERIOR NON-METALLIC PIPING DISTRIBUTION WITHIN THE SCOPE OF HIS

CONTRACT. THE TRACER WIRE SHALL BE IDENTIFIED FOR THE SPECIFIC UTILITY.

8 ALL DEMOLISHED MATERIALS SHALL BE REMOVED AND DISPOSED OFF-SITE.

9 THE CONTRACTOR SHALL PROVIDE DAILY CLEAN-UP OF DEBRIS ASSOCIATED WITH THIS

SCOPE OF WORK.

10 THE PLUMBING CONTRACTOR'S WORK SHALL BE COORDINATED IN SUCH A MANNER AS TO

NEVER BLOCK SERVICE PATHWAYS TO AND FROM THIS BUILDING.

11 EXISTING PIPE SIZES ARE BASED ON LIMITED AS-BUILT DRAWINGS AND NON-DESTRUCTIVE

FIELD INVESTIGATIONS. THE CONTRACTOR SHALL VERIFY THE EXISTING PIPE SIZES AND

MATCH NEW PIPE SIZES ACCORDINGLY.

12 THE ISOMETRIC IS SCHEMATIC IN NATURE AND PROVIDED FOR GENERAL ROUTING AND

CLARIFICATION THE ISOMETRIC SHALL NOT BE USED FOR A SPECIFIC ESTIMATE TAKE-OFF OF

PIPE LENGTHS AND FITTINGS.

13 COORDINATE VERTICAL PIPING WITH ARCHITECTURAL PLANS FOR EXACT LOCATION OF RISER.

14 SLEEVES FOR PIPING PASSING THROUGH BELOW SLAB FOUNDATION WALLS SHALL BE

COORDINATED AND PROVIDED BY THE PLUMBING CONTRACTOR.

15 PIPE HANGERS AND CONCRETE INSERTS UTILIZED FOR THIS PROJECT SHALL BE PROVIDED BY

THE PLUMBING CONTRACTOR. THIS INCLUDES ALL SUPPLEMENTAL STEEL, ETC.

16 THE VA MIAMI IS UNDERGOING A SIGNIFICANT WATER SYSTEM CHANGE TO CONVERT WATER

SUPPLY ON FLOORS FROM VERTICAL TO HORIZONTAL. 10TH A/B, 10TH C/D, 11TH A/B, 12TH A/B

AND 12 C/D AND FLOORS SIX THROUGH NINE ARE CURRENTLY SUPPLIED BY THE ORIGINAL

COLD, HOT AND HOT WATER RETURN PIPING THAT IS “VERTICALLY” SUPPLIED BY MULTIPLE

VERTICAL RISERS IN WALLS. 11TH C/D IS ALREADY “HORIZONTAL” CONVERTED.

17 THE CONTRACTOR SHALL ANTICIPATE AND EXPECT THAT THE ORIGINAL “VERTICAL” SYSTEM

AND THE NEW “HORIZONTAL” SYSTEM WILL OPERATE IN PARALLEL WHILE IN CONSTRUCTION

AND FOR THE FUTURE UNTIL THE ENTIRE SYSTEM HAS BEEN CONVERTED TO “HORIZONTAL”.

ONCE TOTALLY CONVERTED IN THE FUTURE THE “VERTICAL SYSTEM” CAN BE REMOVED OR

ABANDONED.

18 ON ANY FLOOR OR WING, THE NEW HORIZONTAL SYSTEM SHALL BE INSTALLED WITH FIXTURE

BRANCHES TO BRANCH VALVES, TESTED AND DISINFECTED PRIOR TO “ONE BY ONE” OR

“FIXTURE BY FIXTURE” SWAP-OVERS FROM OLD “VERTICAL” SYSTEM SUPPLY TO NEW

“HORIZONTAL” SYSTEM SUPPLY. FIXTURE BRANCHES FROM OLD RISER SYSTEM SHALL BE

CAPPED IN WALLS WHERE NEW FIXTURE STUB-OUTS FROM NEW SYSTEM IS INSTALLED.

19 PIPE ROUTING OF MAINS SHOWN IS DIAGRAMATIC AND INTENDED TO MINIMIZE FIXTURE

BRANCH LENGTHS IN ACCORDANCE WITH VA PLUMBING GUIDE. CONTRACTOR SHALL OFF-SET

AND REROUTE PIPING AS REQUIRED TO AVOID OBSTACLES AND INTERFERENCE WITH

EXISTING SYSTEMS WHILE MAINTAINING MINIMUM FIXTURE BRANCH EXTENSIONS.

3/8"

NO SCALE

NPS 2 AND SMALLER VALVE REPLACEMENT

NO SCALE

NPS 2 1/2 TO NPS 6 VALVE REPLACEMENT

NO SCALE

VALVE REPLACEMENT DETAILS

NO SCALE

BALANCING VALVE REPLACEMENT

EXISTING VALVE REPLACEMENT: REFERENCED TO THE FIRST, SECOND, THIRD AND ELEVENTH

FLOORS:

1. A VALVE REPLACEMENT PHASING PLAN SHALL BE PROVIDED TO THE OWNER TWO WEEKS IN

ADVANCE TO SCHEDULE ALL REQUIRED SHUTDOWNS AND ADJUSTMENTS TO THE HOSPITAL

OPERATIONS.

2. ALL EXISTING VALVES SHALL BE CONSIDERED INSTALLED IN TIGHT SEMI-ACCESSIBLE CEILING

CAVITIES.

3. EXISTING VALVES SHALL BE ACCESSIBLE THROUGH THE LAY-IN CEILING.

4. ALL REMOVED DAMAGE COMPONENTS SHALL BE REPLACED WITH NEW COMPONENTS PAINTED

TO MATCH THE EXISTING WHERE APPLICABLE.

5. VALVE ACCESS MAY REQUIRE REMOVAL AND REPLACEMENT OF SELECTIVE BUILDING

COMPONENTS BY LICENSED TRADES BUT NOT LIMITED TO THE BELOW:

A. CEILING TILE

B. CEILING TILE SUPPORT GRID

C. LIGHTS

D. SMOKE DETECTORS

E. FIRE ALARM DEVICES

F. ELECTRICAL CONDUIT

G. COMMUNICATION CABLE

H. DUCTWORK

I. MISCELLANEOUS PIPING SYSTEMS

CRAWLSPACE PIPING PHASING PLAN

PHASING:

1. THE CONTRACTOR SHALL PROVIDE A MASTER PHASING PLAN FOR REVIEW BY THE

VA PRIOR TO COMMENCING WORK.

2. THE PROPOSED PHASING SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING:

A. INSTALL NEW FULL LINE SIZE PIPING TEES WITH THREE NEW VALVES AT EACH TEE

FITTING PORT ON THE EXISTING COLD WATER BRANCH PIPING.

B. THE NEW TEE FITTING AND VALVES WILL ALLOW:

• ISOLATION OF THE NEW TO EXISTING CONNECTION TO BE ABANDONED

• ISOLATION OF THE EXISTING RISER

• CONNECTION POINT FOR THE NEW PIPING TO THE NEW 8” WATER MAIN

NO SCALE

BELOW GRADE PIPE PENETRATION

C W

C W

C W

CW

C W

CW

C W

C W

3"

CW

#2

3"

3"

3"

3"

3"

3"

3"

3"

3"

CW

#1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

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IM

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\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD101

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

1/8" = 1' - 0"

0 5' 10' 15' 30' KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

SYSTEM. ALL SYSTEM COMPONENTS REQUIRED FOR THE COMPLETE

SYSTEM FUNCTION SHALL BE PROVIDED BY THE CONTRACTOR.

CW

C W

C W

C W

CW

C W

CW

CW

C W

C W

C W

C W

CWCW

C

W C

W

2"

CW

#6

2"

CW

#4

5"

CW

#5

4"

CW

#3

2"

5"

2"

5"

6"

5"

2"

5"

2"

2"

2"

2" 2"

2"

6"

5"

6"

5"

4"

3"

4"

3"

4"

4"

3"

3"

3"3"

3"

THE PIPING TO THE OUT

BUILDING SHALL REMAIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD102

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

C W

C W

C W

C W

CWCWCWCW CWCW

4"

4"

4"

8"

6"

8" 8" 8"

6"

8"8"8" 8"8"

6"

8"

6"

LOCATION OF THE WATER QUALITY

MONITORING STATION

1. THE MONITORING STATION TO REMAIN

FOR RECONNECTION UNDER THE NEW

WORK SCOPE.

2. REMOVE THE EXISTING 3/4"

MONITORING STATION PIPING.

THE INTERIOR 8" WATER MAIN LOCATED

BELOW THE CRAWLSPACE DIRT/GRAVEL

FLOOR SHALL BE ABANDONED IN-PLACE AS

NOTED WITHIN THE DEMOLITION NOTES.

THE EXTERIOR 8" WATER MAIN LOCATED

BELOW THE PLAZA SLAB SHALL BE

ABANDONED IN-PLACE AS NOTED

WITHIN THE DEMOLITION NOTES.

THE INTERIOR 8" WATER MAIN LOCATED

BELOW THE CRAWLSPACE DIRT/GRAVEL

FLOOR SHALL BE ABANDONED IN-PLACE AS

NOTED WITHIN THE DEMOLITION NOTES.

4"

CW

#7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD103

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"1

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

C W

C W

2"

2"

2"

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD104

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"1

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

1/8" = 1' - 0"

0 5' 10' 15' 30' KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

C W

CW CW CW

C W

C W

CW

CW

CWCW

2"

CW

#11

2"

CW

#10

2"

CW

#9

2"

2"

2"

2" 2"2"

2"

2"

2"

2"

2"

2"

2"

2"

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD105

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

CWCW

W

CWCWCWCW

C W

C W

CW

CWCWCWCW

8" 8" 8"

6"

8" 8"

6"

6"

6"

6"

4"

4"

4"

2"

4"

4"

4"

2"

THE EXTERIOR 8" WATER MAIN LOCATED

BELOW THE LOADING DOCK AREA SLAB

SHALL BE ABANDONED IN-PLACE AS

NOTED WITHIN THE DEMOLITION NOTES.

THE INTERIOR 8" WATER MAIN LOCATED

BELOW THE CRAWLSPACE DIRT/GRAVEL

FLOOR SHALL BE ABANDONED IN-PLACE

AS NOTED WITHIN THE DEMOLITION

NOTES.

6"

LOCATION OF THE WATER QUALITY MONITORING STATION

1. THE MONITORING STATION TO REMAIN AND IS NOT

WITHIN THIS SCOPE OF WORK.

CW

C W

C W

4"

CW

#15

2"

CW

#14

2"

CW

#16

DEMOLISH THE PIPING TO

A POINT 24" FROM THE

CRAWLSPACE WALL.

8"

CW

#17

C W

CW

CW

CWCW

DEMOLISH THE PIPING TO THE

EXISTING 2" BACKFLOW

PREVENTER INLET. THE BACKFLOW

PREVENTER, VALVES AND PIPING

DOWNSTREAM OF THE BACKFLOW

PREVENTER TO REMAIN.

C W

EXISTING

BACKFLOW

PREVENTER

EXISTING

PRESSURE

REDUCING

VALVE

2" 2"

THE EXISTING PIPING TO REMAIN AND

IS NOT WITHIN THIS SCOPE OF WORK.

THE EXISTING PIPING TO REMAIN AND

IS NOT WITHIN THIS SCOPE OF WORK.

THE EXISTING PIPING TO REMAIN AND

IS NOT WITHIN THIS SCOPE OF WORK.

3/4"

3/4"3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD106

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"1

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD107

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

THIS EXISTING WATER PIPING IS

NOT WITHIN THE SCOPE OF WORK.

8"

CW

#12

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD108

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

C W

C W

CW CWCW

6"

4"

6"

4"

6"

6"

4" 4"

6"

CW

#13

DEMOLISH THE PIPING TO THE

UPSTREAM SIZE OF THE GATE

VALVE INCLUDING THE GATE

VALVE AND CHECK VALVE.

THE EXISTING PIPING TO REMAIN AND

IS NOT WITHIN THIS SCOPE OF WORK.

DEMOLISH THE PIPING TO THE

UPSTREAM SIDE OF THE FIRST

HORIZONTAL 90 DEGREE FITTING

AND CAP FOR RECONNECTION

UNDER THE NEW SCOPE OF WORK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PD109

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING DEMOLITION

1/8" = 1'-0"1

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING DEMOLITION

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

KEY PLAN

PD109 PD106

PD103

PD108 PD105 PD102

PD107 PD104 PD101

DEMOLITION NOTES:

PIPING:

1. ALL EXISTING EXPOSED COLD WATER PIPING SHALL BE REMOVED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. ALL PIPING MATERIALS SHALL BE DISPOSED

OFF SITE.

2. ALL EXISTING PIPING CONNECTIONS TO THE EXISTING BELOW GRADE 8”

WATER MAIN SHALL BE REMOVED TO THE 8” WATER MAIN TEE FITTING. THE

REMAINING FITTING SHALL BE CAPPED AND ABANDONED.

3. ALL ASSOCIATED EXISTING HANGERS AND SUPPORTS SHALL BE REMOVED

AND DISPOSED OFF-SITE.

4. ALL EXISTING VALVES ASSOCIATED WITH THE PIPING DEMOLITION SHALL

BE CLEANED AND RETURNED TO THE OWNER.

5. ALL 8” COLD WATER MAIN PIPING LOCATED WITHIN THE BUILDING

FOOTPRINT IS ROUTED BELOW THE CRAWL SPACE DIRT/GRAVEL FLOOR.

THIS PIPING SHALL BE ABANDONED IN-PLACE UNDER THE OUTSIDE UTILITY

SCOPE OF WORK. REFER TO DRAWINGS D-1, D-2 AND D-3 FOR NOTES

REFERENCING ABANDONING AND FILLING THE 8" WATER MAIN PIPE.

WATER QUALITY MONITORING STATIONS:

1. THE CONTRACTOR SHALL AS-BUILT AND DOCUMENT THE CONDITION OF

THE EXISTING MONITORING STATIONS.

2. EXISTING WATER QUALITY MONITORING STATIONS SHALL REMAIN FOR

RECONNECTION TO THE NEW COLD WATER PIPING SYSTEM. THE

MONITORING SYSTEMS SHALL BE PROTECTED DURING DEMOLITION. ALL

DAMAGE TO THESE SYSTEMS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR.

3. THE CONTRACTOR SHALL REINSTALL THE MONITORING STATIONS.

4. A WATER QUALITY MONITORING TECHNICIAN APPROVED BY THE OWNER

AND ENGINEER SHALL COMMISSION THE MONITORING STATIONS TO A LIKE

NEW CONDITION.

5. REMOTE MONITORING SHALL BE PROVIDED TO THE BUILDING AUTOMATION

PD102

PD101

PD108

PD107

PD103

PD104

PD105

PD106

PD109

PP209

PP202

PP201

PP208

PP207

PP203

PP204

PP205

PP206

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP100

BID DOCUMENTS

OVERALL PLUMBING PLAN -

CRAWLSPACE - PIPING REPLACEMENT

1" = 30'-0"

OVERALL PLUMBING PLAN - CRAWLSPACE

1" = 30' 0 30' 120'60'

KEY PLAN

PP209 PP206

PP203

PP208 PP205 PP202

PP207 PP204 PP201

0.1 0.8 1 2 3 4 5 6 7 8 9 9.3 10 10.3 10.40.7

AA

A

A.8

B

B.1

B.3

B.6

C

C.2

C.9 D

C.2

C

B.3

B.1

A.6

A.2

AA

D.1

B.4

B.5

B

A

A.3

C

A

TELEPHONE

101A

TOILET

STORAGE

101B

TELEPHONE EQUIPMENT

101C

BATTERY ROOM

M1 11 1

MEA-25

OPERATORS

47.2 sq.ft.

108.3 sq.ft.

822.1 sq.ft.

225.6 sq.ft.

497.1 sq.ft.

GENERAL

PP219

PP212

PP211

PP218

PP217

PP213

PP214

PP215

PP216

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP101

BID DOCUMENTS

OVERALL PLUMBING PLAN - FIRST

FLOOR VALVE REPLACEMENT

1" = 30'-0"

OVERALL PLUMBING PLAN - FIRST FLOOR

1" = 30' 0 30' 120'60'

KEY PLAN

PP219 PP216

PP213

PP218 PP215 PP212

PP217 PP214 PP211

ROOF

PP221

PP222

PP221

PP221

PP221

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP102

BID DOCUMENTS

OVERALL PLUMBING PLAN - SECOND

FLOOR VALVE REPLACEMENT

1" = 30' 0 30' 120'60'

KEY PLAN

PP221

PP221

PP221

PP222

PP221

1" = 30'-0"1

OVERALL SECOND FLOOR PLAN

STAIR

#12

#3

#2

200 V

PYXIS

326 324

317319321

324A 320

318 316

C3 1-7

313 312 309 308 E3 1

C3-5-7

300301

344342341

311 310

314315

337336334

331 329

333332 S3 2

S3 1

C3 1-7

C3 3-7

C3 2-7

C3 6-7

C3 1-7

R.D.

ROOF

CHASE

MECHANICAL

ELEVATOR

ANIMAL

FREEZER

ELEVATOR

SERVICE

GENERAL HISTOPATHOLOGY LAB.

OFFICEOFFICEPHYSIOLOGICAL LAB.

DARK ROOM

FREEZER

OFFICE PHYSIOLOGICAL

BIOCHEMICAL LAB. BIOCHEMICAL LAB.

CORRIDOR

BIOCHEMICAL LAB. BIOCHEMICAL LAB.

F.E.C.

PHYSIOLOGICAL LAB. PHYSIOLOGICAL LAB.

F.E.C.

ELECT. RM. & DUCT SPACE

REFRIGERATOR

OFFICE

COMPUTER

LOUNGE

TISSUE CULTURE

R.D.

EQUIPMENT

OFFICE

LOBBY

WOMEN'SMEN'S

E.W.C.

ELEV.ELEV.

UP

DN.

BIOCHEMICAL LAB.

F.E.C.

BIOCHEMICAL LAB.MOLECULAR BIOLOGY

GENERAL LAB. BIOCHEMICAL LAB.

F.E.C.

BIOCHEMICAL LAB.

PHYSIOLOGICAL LAB.BIOCHEMICAL LAB.

BIOCHEMICAL LAB.

F.E.C.

BIOCHEMICAL

BIOCHEMICAL LAB.

BIO-LAB.

MEN'S

E.W.C.

UP

DN.

BIOCHEMICAL LAB.

COMMON INSTRUMENTS WOMEN'S

HOUSEKEEPING

BIOCHEMICAL LAB.GLASS WASH

STAIR

STAIR STORAGE

STORAGE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CLOSET

ROOM

LAB.

REFRIGERATOR

RESTROOM

RESTROOM

LAB.

BIOCHEMICAL

LAB.

BIOCHEMICAL

LAB.

LAB.

RESTROOM RESTROOM

ROOM

M3 1 7

MEA-16

BIOCHEMICAL LAB.

PP234

PP233

1PP231

PP232

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP103

BID DOCUMENTS

OVERALL PLUMBING PLAN - THIRD

FLOOR VALVE REPLACEMENT

1" = 30'-0"

OVERALL THIRD FLOOR PLAN

1" = 30' 0 30' 120'60'

KEY PLAN

PP232

PP234

PP231 PP233

PP241

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP104

BID DOCUMENTS

OVERALL FLOOR PLAN - TENTH FLOOR

PLUMBING PLAN

1/16" = 1'-0"1

OVERALL PLUMBING PLAN - TENTH FLOOR - HORIZONTAL CONVERSION

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

KEY PLAN

PP241

PP242

C

D

A

B

10TH FLOOR C/D PLUMBING FIXTURE SCHEDULE

FIXTURE DESCRIPTION CW HW

CW

FU

HW

FU

FIXTURE

COUNT NOTES

P-103 WATER CLOSET 1" 170 0 17

P-418 LAVATORY 19.9 18.5 17

P-701 SHOWER 1/2" 1/2" 16 12 4

Grand total 205.9 30.5

PLUMBING FIXTURE SCHEDULE NOTES:

1. ALL WATER CLOSET TOILET SEATS AND FLUSH VALVES/BED PAN WASHERS SHALL BE REPLACED. REFER TOT HE

SPECIFICATIONS.

2. ALL LAVATORY FAUCETS, STOP VALVES, STOP VALVE RISERS, P-TRAPS AND ESCUTCHEONS SHALL BE REPLACED.

REFER TO THE SPECIFICATIONS.

3. ALL SHOWER SUPPLY VALVES SHALL BE REPLACED. REFER TO THE SPECIFICATIONS.

GENERAL:

A. ALL EXISTING CHINA FIXTURES TO REMAIN.

B. ANY PHYSICAL DAMAGE ON THE CHINA FIXTURES PRIOR TO STARTING THE NEW WORK SHALL BE PHOTOGRAPHED, DOCUMENTED PER ROOM AND THE INFORMATION FORWARDED TO THE ARCHITECT.

C. ALL CHINA FIXTURES DAMAGED AFTER THE START OF NEW WORK SHALL BE REPLACED BY THE CONTRACTOR.

1/2" 1/2"

10TH FLOOR C/D 2/12" LOOPED COLD WATER MAIN - COLD WATER = 92 GPM

10TH FLOOR C/D 1-1/4" LOOPED COLD WATER MAIN - HOT WATER = 19 GPM

DEMOLITION SCOPE OF WORK AT EACH PLUMBING FIXTURE:

1. THE EXISTING PLUMBING FIXTURE SHALL REMAIN.

2. THE CONTRACTOR SHALL INCLUDE REMOVING AND REPLACING THE EXISTING PLUMBING FIXTURE TO ALLOW

ACCESS TO THE EXISTING PIPING.

3. THE EXISTING PIPING SERVING THE EXISTING PLUMBING FIXTURE SHALL BE REMOVED BACK TO AN ACTIVE MAIN

AND CAPPED.

4. REFER TO THE ARCHITECTURAL DRAWINGS ALL BUILDING COMPONENT DEMOLITION.

PP235

PP236

PP244

PP243

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP105

BID DOCUMENTS

OVERALL FLOOR PLAN - ELEVENTH

FLOOR PLUMBING PLAN

1" = 30'-0"

OVERALL PLUMBING PLAN - ELEVENTH FLOOR- VALVE REPLACEMENT

1" = 30' 0 30' 120'60'

KEY PLAN

PP244

PP243

C

D

A

B

1" = 30'-0"

OVERALL PLUMBING PLAN - ELEVENTH FLOOR - HORIZONTAL CONVERSION

PLUMBING FIXTURE SCHEDULE NOTES:

1. ALL WATER CLOSET TOILET SEATS AND FLUSH VALVES/BED PAN WASHERS SHALL BE REPLACED. REFER TOT HE

SPECIFICATIONS.

2. ALL LAVATORY FAUCETS, STOP VALVES, STOP VALVE RISERS, P-TRAPS AND ESCUTCHEONS SHALL BE REPLACED.

REFER TO THE SPECIFICATIONS.

3. ALL SHOWER SUPPLY VALVES SHALL BE REPLACED. REFER TO THE SPECIFICATIONS.

GENERAL:

A. ALL EXISTING CHINA FIXTURES TO REMAIN.

B. ANY PHYSICAL DAMAGE ON THE CHINA FIXTURES PRIOR TO STARTING THE NEW WORK SHALL BE PHOTOGRAPHED, DOCUMENTED PER ROOM AND THE INFORMATION FORWARDED TO THE ARCHITECT.

C. ALL CHINA FIXTURES DAMAGED AFTER THE START OF NEW WORK SHALL BE REPLACED BY THE CONTRACTOR.

31/2" 1/2"

2/12" LOOPED COLD WATER MAIN - COLD WATER = 122 GPM

1-1/4" LOOPED COLD WATER MAIN - HOT WATER = 24 GPM

11TH FLOOR PLUMBING FIXTURE SCHEDULE

FIXTURE DESCRIPTION CW HW

CW

FU

HW

FU

FIXTURE

COUNT NOTES

P-103 WATER CLOSET 1" 320 0 32

P-418 LAVATORY 1/2" 1/2" 28 20 37

P-701 SHOWER 24 18 30

Grand total 372 38

DEMOLITION SCOPE OF WORK AT EACH PLUMBING FIXTURE:

1. THE EXISTING PLUMBING FIXTURE SHALL REMAIN.

2. THE CONTRACTOR SHALL INCLUDE REMOVING AND REPLACING THE EXISTING PLUMBING FIXTURE TO ALLOW

ACCESS TO THE EXISTING PIPING.

3. THE EXISTING PIPING SERVING THE EXISTING PLUMBING FIXTURE SHALL BE REMOVED BACK TO AN ACTIVE MAIN

TEL

#9

#10

DUCT

SPACE

#4

#5#2

#3

#7

#8

E.W.C.

DUCT

SPACE

FHC

F.H.C.

C

EN

TR

AL

ST

AT

IO

N

FHC

ROOF

TERRACE

F.E.C.

PNEUMATIC

TUBE

DUCT

SPACE

B1230

CONFERENCE

B1230A

B1231

OFFICE

B1231A

B1231B

B12324 BEDS

ROOM

B1232B

B1232A

B1228

OFFICE

B1228B

B11228A

B1227A

B1227

OFFICE

B1227B

B1226C

OFFICE

B1226D

B1226B

OFFICE

B1226A

B1226

RESPIRATORY B1234

H O U S E K E E P

IN

G

B1233SPD SUPPLY

RM

B A

G E N E R A L

B1235

E Q U

IP

M E N T

S T O R A G E

B1236

OFFICE

F.H.C.

B12251 BED

ROOM

B1225A

B1224

OFFICE

B1224A

B1217

STAFF

TOILET

B1216

MEDROOM

B1215

GENERAL

STORAGE

B1214A

OFFICE

B1214

NURSE

STATION

B1213WAITING

ROOM

A1206A

A12061 BED

ROOM

A1207B

TREATMENT

A1207B

A1207A

A1208B2 BEDS

ROOM

A1208A

A1208D

A1208C2 BEDS

ROOM

A1209B2 BEDS

ROOM

A1209A

A1209C2 BEDS

ROOM

A1209D

A1210EXAM.

ROOM

A1210A

A1211CONSULT

ROOM

B1222A

B1223B

OFFICE

B1223

VEST.

B1223A

B1223C

OFFICE

B1223D

OFFICE

B1222B

B1222

OFFICE

B1221

OFFICE

B1221A T

1T E L E P H O N E

R O O M

B1218

OFFICE

B1219

EQUIPMENT

E12

ELECTRIC

ROOM

A1204

DERMATOLOGY

A1205ADOCTOR

OFFICE

A1205ASSIST.

CHIEFSKIN

CANCER

A1203

DERMATOLOGY

B1211

SOILED

LINEN

C H

UTE

B1210

DERMATOLOGYEXAM

ROOM

B1212

SURGICAL

B1209

LOUNGE

B1208

MEDICAL

B1205

HUB

CLO.

B1206

OFFICE

B1206A

0FFICE

B1204

TOILET

B1237

LOCKER

B1237A

ELEVATOR

LOBBY

B1201

TOILET

ELEVATOR

LOBBY

A1201

CHIEF

B1240

EMS

B1230B

A1209

A1208

B1229

E .W .C

ISOLATION

RESPIRATORY

ISOLATION

RESPIRATORY

ISOLATION

RESPIRATORY

ISOLATION

EXAM

ROOM CUTANEOUS

SURGERY

COORDINATOR

STORAGE

STORAGE

DERMATOLOGY

#6#1

D1209

OFFICE

D1208

OFFICE

D1207A2

BEDS

ROOM

D1207

D1207A1

D1206A2

BEDS

ROOMD1206

D1206A1

D1205A2

BEDS

ROOM

D1205

D1205A1

D1204A2

BEDS

ROOM

D1204A1

D1204

D1203A D1203

D1203A1

D1202A

C1222AC1222

D1202

D1202A1

C1221A

PATIENT

BED

C1221

C1220CLEAN

STORAGE

WHEEL

CHAIR

ALCOVE

C1218

CLEAN

UTIL

C1217A1

BED

ROOM

C1216A1

BED

ROOM

C1215A1

BED

ROOM

C1217

C1216 C1215

C1217A1 C1216A1 C1215A1 C1214A1

C1214

C1214A1

BED

ROOM

C1213

C1213A1

BED

ROOM

C1213A1

C1211A1

BED

ROOM

C1212A1

BED

ROOM

C1209A1

BED

ROOM

C1210A1

BED

ROOM

C1210 C1211 C1212

C1208A1

BED

ROOM

C1209

C1208A1 C1209A1 C1210A1 C1211A1

C1208

C1207A1

BED

ROOM

C1206A1

BED

ROOM

C1207C1206

C1207A1C1206A1

C1204B

COMPUTER

ROOM

C1204

C1204A C1205

NOURISHMENT

STATION

C1201A

MEDICATION

C1202

SOILED

UTILITY

C1203

REPORTS

C A

H O U S E K E E P

IN

G

C1201B

NURSE

MANAGER

C1201

NURSES

STATION

C1201C

PHYSICIAN'S

ASSIST.

D1201

LOUNGE STRETCHER

ALCOVE

D1201A

LOCKERS

D1216A2

BEDS

ROOM

D1216

D1216A1

D1217

CLEAN

LINEN

D1215A2

BEDS

ROOM

D1214A2

BEDS

ROOM

D1215

D1214

D1215A1

D1214A1

D1213A2

BEDS

ROOM

D1212B

SURGICAL

SUPPLY

D1211

PHARMACY

D1210TELEMETRY

RM

D1213

D1212

D1212A

D1213A1

F.H.C.

E.W.C.

D1201A2

D1201A1

F.H.C.

C1212A1

F.H.C.

T12

TELEPHONE

ROOM

E12

ELECTRIC

ROOM

S12

STAIR

S12

STAIR

S12

STAIR

S12

STAIR

S12

STAIR

B1206B

OFFICE

C12 2

CORRIDOR

C12 3

CORRIDOR

C12 6

CORRIDOR

C12 1

CORRIDOR

C12 8

CORRIDOR

B1238B

OFFICE

B1238C

OFFICE

B1239A

CLINICAL

B1239B

RESEARCH

B1238A

GENERAL

B1238 B1239

SECRETARY

B1239C

SPECIAL

BEDS

ROOM

OFFICE

IMMUNOLOGY

UNIT

DIRECTORDIRECTOR

SPECIAL

IMMUNOLOGY

UNIT

E12 2A

ELECTRIC

ROOM

E12 1A

ELECTRIC

ROOM

RESTROOM

RESTROOM

RESTROOM

GENERAL

STORAGE

STORAGE

SHOWER

RESTROOM

RESTROOM

RESTROOM

RESTROOM

RESTROOM

STORAGE

SUPPLY

B1203

A1202

RESTROOM

RESTROOM

RESTROOM

SHOWER

RESTROOM

RESTROOM

RESTROOM

RESTROOM

RESTROOM

RESTROOM

RESTROOM

RESTROOM RESTROOM

RESTROOM

RESTROOM

RESTROOM RESTROOM RESTROOM RESTROOM RESTROOM RESTROOM

RESTROOMRESTROOMRESTROOMRESTROOMRESTROOM

GENERAL

STORAGE

GENERAL

STORAGE

GENERAL

STORAGE

RESTROOM

GENERAL

STORAGE

GENERAL

STORAGE

RESTROOM

RESTROOM

GENERAL

STORAGE

RESTROOM

RESTROOM

EMS

STORAGE

S T O R A G E

PATIENT

BED

PATIENT

BED

L

L L

L L

L L

L L

L L

L L

L L

L L

L L

L L

L

L

L L L L

L

D3 E2 E8 F6

DCB

G H J KJ.9 LK.8 M.3M N P Q R

10.8

10.5

10.2

9.5

8.9

8.8

7.4

7.2

5.8

5.1

4.1

E F

PP246

PP245

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

\P ro je c ts

\8

\8

-T

M M

M ia m i V

A M

C U p g ra d e W a te r M a in s \B

IM

-C

A D

\ C la ri ty

\R e v it \P

\8

T

M M

M ia m i V

A M

C c ra w ls p a c e s t-n d -3 r d -1 th f lo o rs o n ly

.r v t

UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP106

BID DOCUMENTS

OVERALL FLOOR PLAN - TWELFTH

FLOOR PLUMBING PLAN

1/16" = 1'-0"1

OVERALL PLUMBING PLAN - TWELFTH FLOOR - HORIZONTAL CONVERSION

1/16" = 1' - 0" 0 5' 10' 20' 30' 60'

KEY PLAN

PP246

PP245

C

D

A

B

12TH FLOOR PLUMBING FIXTURE SCHEDULE

FIXTURE DESCRIPTION CW HW

CW

FU

HW

FU

FIXTURE

COUNT NOTES

P-103 WATER CLOSET 1" 440 0 44

P-418 LAVATORY 77.5 63.5 89

P-701 SHOWER 1/2" 1/2" 140 105 35

Grand total 657.5 168.5

PLUMBING FIXTURE SCHEDULE NOTES:

1. ALL WATER CLOSET TOILET SEATS AND FLUSH VALVES/BED PAN WASHERS SHALL BE REPLACED. REFER TOT HE

SPECIFICATIONS.

2. ALL LAVATORY FAUCETS, STOP VALVES, STOP VALVE RISERS, P-TRAPS AND ESCUTCHEONS SHALL BE REPLACED.

REFER TO THE SPECIFICATIONS.

3. ALL SHOWER SUPPLY VALVES SHALL BE REPLACED. REFER TO THE SPECIFICATIONS.

GENERAL:

A. ALL EXISTING CHINA FIXTURES TO REMAIN.

B. ANY PHYSICAL DAMAGE ON THE CHINA FIXTURES PRIOR TO STARTING THE NEW WORK SHALL BE PHOTOGRAPHED, DOCUMENTED PER ROOM AND THE INFORMATION FORWARDED TO THE ARCHITECT.

C. ALL CHINA FIXTURES DAMAGED AFTER THE START OF NEW WORK SHALL BE REPLACED BY THE CONTRACTOR.

1/2" 1/2"

2/12" LOOPED COLD WATER MAIN - 12th FLOOR A/B - COLD WATER = 82 GPM

1-1/4" LOOPED COLD WATER MAIN - 12th FLOOR A/B - HOT WATER = 30 GPM

TWO 2" COLD WATER MAINS - 12th FLOOR C/D - COLD WATER = 82 GPM

TWO 1-1/4" HOT WATER MAINS - 12th FLOOR C/D - HOT WATER = 30 GPM

THE 12TH FLOOR C/D WATER SYSTEM IS SUPPLIED FROM THE EXISTING 11TH

FLOOR HORIZONTAL CONVERSION.

THE 12TH FLOOR A/B WATER SYSTEM IS SUPPLIED FROM THE NEW 11TH FLOOR

HORIZONTAL CONVERSION PIPING LOOP.

DEMOLITION SCOPE OF WORK AT EACH PLUMBING FIXTURE:

1. THE EXISTING PLUMBING FIXTURE SHALL REMAIN.

2. THE CONTRACTOR SHALL INCLUDE REMOVING AND REPLACING THE EXISTING PLUMBING FIXTURE TO ALLOW

ACCESS TO THE EXISTING PIPING.

3. THE EXISTING PIPING SERVING THE EXISTING PLUMBING FIXTURE SHALL BE REMOVED BACK TO AN ACTIVE MAIN

CW CW

W

CW

C W

C W

CW

C W

3"

CW

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#1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

F

440 Martin Luther King Jr. Blvd Macon, GA 31201

478.743.8415 Fax: 478.743.8239

www.clarknexsen.com

I:

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UPGRADE WATER MAINS TO

BUILDING 1 FCA-D

MIAMI VAMC

07-08-2020 RWC AWB

546-19-102

PP201

BID DOCUMENTS

ENLARGED PLUMBING PLAN -

CRAWLSPACE - PIPING NEW WORK

1/8" = 1' - 0"

0 5' 10' 15' 30' KEY PLAN

PP209 PP206

PP203

PP208 PP205 PP202

PP207 PP204 PP201

1/8" = 1'-0"

ENLARGED PLUMBING PLAN - CRAWLSPACE - PIPING NEW WORK

NEW WORK:

1. ALL NEW EXPOSED COLD WATER PIPING SHALL BE CONNECTED TO THE

FIRST ELBOW AT THE EXISTING VERTICAL RISER SCHEDULED TO REMAIN,

UNLESS NOTED OTHERWISE. PROVIDE ALL PIPING MATERIALS TO

COMPLETE THE NEW TO EXISTING CONNECTION.

2. ALL NEW PIPING SHALL BE ROUTED AT APPROXIMATELY 4’-0” TO THE PIPE

CENTERLINE BELOW THE BOTTOM OF THE FIRST FLOOR SLAB. FIELD

VERIFY THE EXISTING CRAWL SPACE CONDITIONS. PIPING ELEVATIONS

SHALL BE ADJUSTED TO ACCOMMODATE EXISTING CONDITIONS AND

EQUIPMENT CLEARANCES.

3. NEW VALVES WITH VALVE TAGS SHALL BE PROVIDED AT EACH BRANCH

TAKE-OFF. VALVE TAGS SHALL BE REFERENCED…