Drawings_for_Pensacola_Amendment_0004-Addendum_02.pdf

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30292827252422212018151412107.975.342

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1. IN THESE GENERAL NOTES, "PLUMBING" REFER TO, BUT NOT BE LIMITED TO SYSTEMS, COMPONENTS AND EQUIPMENT FOR [HOT WATER, HOT WATER RETURN, COLD WATER, NATURAL GAS, SANIATRY SEWER, SANITARY VENTS, STORM SEWER, CONDENSATE WASTE, ISOLATION VALVES, BALANCING VALVE, REGULATORS, EQUIPMENT AND PIPING, ETC.]

2. VERIFY EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO:

* PIPE SYSTEMS, SIZES AND LOCATIONS.

* VALVE LOCATIONS.

* EQUIPMENT CONDITIONS, CONNECTIONS AND LOCATIONS.

* BALANCING VALVES.

* HAMMER ARRESTORS.

3. PROPERLY IDENTIFY ALL EXISTING PLUMBING EQUIPMENT AND PIPING ADJACENT TO AND/OR IN AREAS OF DEMOLITION FOR LOCATION, SIZE, CONDITION, AND SYSTEM(S) OPERATION. COMPARE ALL SYSTEMS

TO THE PLUMBING DRAWINGS AND EXISTING RECORD DRAWINGS (REQUEST EXISTING RECORD

DRAWINGS FROM CONTRACTING OFFICER) AND DOCUMENT ALL VARIATIONS. AFTER THE EXISTING SYSTEMS ARE INVESTIGATED AND DOCUMENTED, CAP AND/OR REMOVE ALL PLUMBING EQUIPMENT AND PIPING BACK TO POINT OF DEMOLITION BOUNDARY AS NOTED ON PLANS. COORDINATE DEMOLITION BOUNDARY AND PHASING WITH ARCHITECT AND CONTRACTING OFFICER PRIOR TO CONSTRUCTION. CAP

ALL BRANCHES AND DROPS NOT REMOVED AND PREPARE THEM FOR FUTURE RECONNECTION WHEN

NEW EQUIPMENT AND/OR FIXTURES ARE INSTALLED, AS REQUIRED.

4. COORDINATE AND SCHEDULE THE REMOVAL OF EXISTING PLUMBING AND SYSTEM SHUT-DOWNS WITH

CONTRACTING OFFICER AND MAINTENANCE PERSONNEL PRIOR TO CONSTRUCTION.

5. MAINTAIN EXISTING PLUMBING WITH PHASED DEMOLITION AND INSTALLATION OF NEW WORK, PROVIDING TEMPORARY SERVICES AS REQUIRED.

6. REPLACE AND/OR PATCH TO MATCH EXISTING, ANY COMPONENTS OF THE EXISTING PLUMBING SYSTEMS TO FACILITATE ITS INSTALLATION WITHIN THE NEW RENOVATED AREAS. SUCH ITEMS MAY INCLUDE, BUT NOT BE LIMITED TO, FITTINGS, SUPPORTS, NEW MOUNTING SYSTEMS, NEW ACCESS

DOORS, ETC.

7. DAMAGED, OR INOPERABLE PLUMBING COMPONENTS INSPECTED PRIOR TO DEMOLITION AND

DETERMINED NOT SUITABLE FOR REUSE, THAT WILL EFFECT THE INTEGRITY OF THE OPERATION OF THE PLUMBING SYSTEM, REPLACE WITH NEW OF LIKE, OR EQUAL QUALITY WITH THE CONTRACTING OFFICER

APPROVAL.

8. PATCH ALL WALLS, FLOORS, ROOFS AND CEILINGS TO MATCH EXISTING OR NEW (IF APPLICABLE) FOR ALL OPENINGS CREATED BY DEMOLITION WORK OF EQUIPMENT AND PLUMBING SYSTEM PENETRATIONS.

9. REFER TO HVAC AND REFRIGERATION PLANS FOR EXTENT OF WORK RELATING TO PLUMBING PIPING

CONNECTING TO HVAC AND REFRIGERATION EQUIPMENT TO BE REMOVED OR RELOCATED.

10. THE ADJACENT SPACES WILL CONTINUE TO OPERATE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING OFFICER TO INSURE THAT PLUMBING CONSTRUCTION DOES NOT IMPACT HOURS OF

OPERATION. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL NOTES AND INSTRUCTIONS.

PLUMBING DEMOLITION NOTES:

VERIFY AS PART OF THIS BASE BID THE EXISTING SITE UTILITY LOCATIONS (I.e DOMESTIC

WATER, NATURAL GAS SANITARY AND STORM SEWER FLOW DIRECTION, INVERTS,

LOCATIONS AND SIZES) AS PERTAINS TO THIS PROJECT. COORDINATE ALL UNDERGROUND

PIPING WITH STRUCTURAL AND CIVIL DRAWINGS PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY CONFLICTS OR DISCREPANCES.

EXISTING SYSTEMS AND INFORMATION SHOWN ON THESE PLANS WERE DEVELOPED

USING EXISTING BUILDING PLANS AND LIMITED SITE VERIFICATION. VERIFY AS PART

OF BASE BID THE EXISTING UTILITIES AS IT PERTAINS TO PROJECT FOR LOCATION,

SIZE AND CONDITION. CUT AND REPAIR EXISTING FLOOR SLAB, WALLS AND

CEILINGS IN ORDER TO INSTALL NEW PLUMBING.

GENERAL NOTE:

1. OVERALL PLUMBING DEMOLITION FLOOR PLAN, PROVIDED FOR REFERENCE ONLY. SEE

ENLARGED PLANS PD102 THRU PD105 AND PD401 FOR DETAILED INFORMATION.

HYDRO-JET AND CAMERA SCOPE ALL EXISTING SANITARY SEWER, COMBINATION

WASTE AND VENT, GREASE WASTE PIPING AND FLOOR DRAINS FROM THE FURTHEST

CLEANOUT TO THE CONNECTION AT THE MANHOLE. PROVIDE A WRITTEN REPORT OF

THE INVESTIGATION AND PHOTOS IDENTIFYING LOCATIONS ON KEYED PLAN TO THE

CONTRACTING OFFICER. REPORT ALL DEFICIENCIES TO THE CONTRACTING OFFICER.

R e g is t e r e d P r o f e s s i on a l En g i n e e r

M e c h a n ica l

42006

C

ERT I F I CA TE

NO

D A

T

E S I G N E D

AR I ZO NA U . S . A .

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r

M e c h a n ica l

42006

C

ERT I F I CA TE

NO

D A

T

E S I G N E D

AR I ZO NA U . S . A .

COREY R.

IMHOFF

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

COREY IMHOFF

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

PD101

LAS

LAS

CRI

OVERALL PLUMBING DEMOLITION FLOOR PLAN

05/30/2018

1/16" = 1'-0"

1 OVERALL PLUMBING DEMOLITION FLOOR PLAN

KEY PLAN

D C

A B

NORTH

SCALE : 1/16" = 1'-0"

0 8 16 32

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

2 7-23-2018 REPLACE EXISTING ROOFING

Amendment 0004 Attachment 01, Addendum 02

Solicitation HDEC03-18-R-0007 Pensacola, FL

5 9 13

P

N

M

L

K

J

G

F

E

D

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B

12107.975.342

A

C.8

H

PD401

PD401

ExSD

E xS D

ExSD ExSD ExSD

ExSD ExSD ExSD ExSD E xS D

E xS D

E xS D

E xS D

E xS D

E xS D

ExSD

ExSD

E xC W V

E xG

E xG

E xG

ExG

ExSS ExSS

ExSS

ExSS

E xS S

E xS S

E xS S

E xS S

EXIST.

FCO

EXIST.

CO

EXIST.

FCO

EXIST.

FCO EXIST.

SINK

EXIST.

FD

EXIST.

HB

EXIST.

EEW

EXIST.

FCO

EXIST.

JAN

EXIST. RD EXIST. RD EXIST. RD

EXIST.

RD

EXIST.

RD

EXIST.

FD

EXIST.

FD

EXIST.

EWC

EXIST.

2"VTR

EXIST.

2"VTR

EXIST.

2"VTR

EXIST.

HD

E xV

EXIST.

WH

E xC W

E x1

E xH W R

E xC W

E x1

E xH W R

E xC W

E x1

E xH W R

ExCWExCW ExCW ExHW

ExCW

ExCW

E xH W

1 1

1 1

EXIST.

RH

EXIST.

12"SD

EXIST.

10"SD

EXIST.

10"SD

EXIST.

10"SD

EXIST.

10"SD

EXIST.

12"SD

EXIST.

12"SD

EXIST.

15"SD

EXIST.

15"SD

EXIST.

15"SD

EXIST.

15"SD

EXIST.

15"SD

EXIST.

4"SD

EXIST.

4"SD

EXIST.

4"SS

EXIST.

2"CW

EXIST.

¾"HW

EXIST.

½"HWR

EXIST.

4"SS

EXIST.

¾"CW

EXIST.

1"G

EXIST.

1"G

EXIST.

2½"CW

EXIST.

½"HWR

EXIST.

1¼"HW

EXIST.

4"CWV

EXIST.

4"SS

EXIST.

4"CWV

EXIST.

2"CW

EXIST.

1"HW

EXISTING

MANHOLE

M A T C H L

IN

E

VERIFY AS PART OF THIS BASE BID THE EXISTING SITE UTILITY LOCATIONS (I.E DOMESTIC

WATER, NATURAL GAS, SANITARY AND STORM SEWER FLOW DIRECTION, INVERTS, LOCATIONS

AND SIZES) AS PERTAINS TO THIS PROJECT. COORDINATED ALL UNDERGROUND PIPING WITH

STRUCTURAL AND CIVIL DRAWINGS PRIOR TO CONSTRUCTION. CONTACT CONTRACTING

OFFICER WITH ANY CONFLICTS OR DISCREPANCES.

EXISTING SYSTEMS AND INFORMATION SHOWN ON THESE PLANS WERE DEVELOPED

USING EXISTING BUILDING PLANS AND LIMITED SITE VERIFICATION. VERIFY AS PART OF

BASE BID THE EXISTING UTILITIES AS IT PERTAINS TO PROJECT FOR LOCATION, SIZE

AND CONDITION. CUT AND REPAIR EXISTING FLOOR SLAB, WALLS AND CEILINGS AS

NECESSARY TO INSTALL NEW PLUMBING.

CRITICAL NOTE: INVESTIGATE EXISTING FLOOR/HUB DRAINS BELOW EXISTING

REFRIGERATION CASES AND COORDINATE WITH NEW CASE LAYOUT. RELOCATE DRAINS

AS NECESSARY TO COMPLY WITH LOCATION REQUIREMENTS AND TO PROVIDE ACCESS AS

NOTED IN DETAIL 2/P-502. COORDINATE DRAIN REQUIREMENTS WITH CASE

MANUFACTURER PRIOR TO CONSTRUCTION.

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO & WCO), PLUMBING FIXTURES,

STORM DRAIN PIPING (ExSD), SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV) PIPING TO REMAIN IN THIS AREA, UNLESS

OTHERWISE INDICATED ON PLANS. EXISTING FLOOR CLEANOUT COVERS (FCO) TO BE

REMOVED AND CLEANED AND REINSTALLED. EXISTING FLOOR DRAINS GRATE (FD) TO

BE REMOVED AND CLEANED AND REINSTALLED AND PROVIDE WITH NEW SURE SEAL IN-

LINE FLOOR DRAIN TRAP SEALER INSERT.

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO & WCO), PLUMBING FIXTURES,

SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), COLD WATER (EXCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV) PIPING TO BE REMOVED IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. CAP EXISTING SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV) AND/OR VENT (ExV) PIPING BELOW FLOOR TEMPORARILY FOR FUTURE SS, CWV AND VENT PIPING CONNECTIONS. CAP EXISTING COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV)

PIPING ABOVE CEILING TEMPORARILY FOR FUTURE CW, HW, HWR, NG AND VENT PIPING

CONNECTIONS.

EXISTING ROOF DRAIN (RD) TO BE REMOVED. EXISTING STORM DRAIN PIPING (ExSD)

SERVING DRAINS TO REMAIN AND BE PREPARED FOR NEW ROOF DRAIN CONNECTION.

PLUMBING DEMOLITION KEYED NOTES:

(SOME KEYED NOTES MAY NOT BE USED ON THIS SHEET)

EXISTING RADIANT HEATER (RH) AND GAS (ExG) PIPING ABOVE AND/OR BELOW ROOF

TO BE REMOVED IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

EXISTING GAS (ExG) PIPING ABOVE AND/OR BELOW ROOF TO BE REMOVED ENTIRELY

IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

GAS DEMOLITION KEYED NOTES:

GAS NOTES:

EXISTING TOTAL DEMAND IS APPROXIMATELY 2,311,000 BTU INPUT/2311 CFH INPUT AT

500 FEET OF RUN WHICH REQUIRES A 4" PIPE SIZE @ LESS THAN 2.0 PSI INLET

PRESSURE @ 0.5 IN. W.C. PRESSURE DROP @ 0.60 SPECIFIC GRAVITY.

1. IN THESE GENERAL NOTES, "PLUMBING" REFER TO, BUT NOT BE LIMITED TO SYSTEMS, COMPONENTS AND EQUIPMENT FOR [HOT WATER, HOT WATER RETURN, COLD WATER, NATURAL GAS, SANITARY SEWER, SANITARY VENTS, STORM SEWER, CONDENSATE WASTE, ISOLATION VALVES, BALANCING VALVE, REGULATORS, EQUIPMENT AND PIPING, ETC.]

2. VERIFY EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO:

* PIPE SYSTEMS, SIZES AND LOCATIONS.

* VALVE LOCATIONS.

* EQUIPMENT CONDITIONS, CONNECTIONS AND LOCATIONS.

* BALANCING VALVES.

* HAMMER ARRESTORS.

3. PROPERLY IDENTIFY ALL EXISTING PLUMBING EQUIPMENT AND PIPING ADJACENT TO AND/OR IN AREAS OF DEMOLITION FOR LOCATION, SIZE, CONDITION, AND SYSTEM(S) OPERATION. COMPARE ALL SYSTEMS TO THE PLUMBING DRAWINGS AND EXISTING RECORD DRAWINGS (REQUEST EXISTING RECORD DRAWINGS FROM CONTRACTING OFFICER) AND DOCUMENT ALL VARIATIONS. AFTER THE EXISTING SYSTEMS ARE INVESTIGATED AND DOCUMENTED, CAP AND/OR REMOVE ALL PLUMBING EQUIPMENT AND PIPING BACK TO POINT OF DEMOLITION BOUNDARY AS NOTED ON PLANS. COORDINATE DEMOLITION BOUNDARY AND PHASING WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION. CAP ALL BRANCHES AND DROPS NOT REMOVED AND PREPARE THEM FOR FUTURE RECONNECTION WHEN NEW EQUIPMENT AND/OR FIXTURES

ARE INSTALLED, AS REQUIRED.

4. COORDINATE AND SCHEDULE THE REMOVAL OF EXISTING PLUMBING AND SYSTEM SHUT-DOWNS WITH

CONTRACTING OFFICER AND MAINTENANCE PERSONNEL PRIOR TO CONSTRUCTION.

5. MAINTAIN EXISTING PLUMBING WITH PHASED DEMOLITION AND INSTALLATION OF NEW WORK, PROVIDING

TEMPORARY SERVICES AS REQUIRED.

6. REPLACE AND/OR PATCH TO MATCH EXISTING, ANY COMPONENTS OF THE EXISTING PLUMBING SYSTEMS TO FACILITATE ITS INSTALLATION WITHIN THE NEW RENOVATED AREAS. SUCH ITEMS MAY INCLUDE, BUT NOT

BE LIMITED TO, FITTINGS, SUPPORTS, NEW MOUNTING SYSTEMS, NEW ACCESS DOORS, ETC.

7. DAMAGED, OR INOPERABLE PLUMBING COMPONENTS INSPECTED PRIOR TO DEMOLITION AND

DETERMINED NOT SUITABLE FOR REUSE, THAT WILL EFFECT THE INTEGRITY OF THE OPERATION OF THE PLUMBING SYSTEM, REPLACE WITH NEW OF LIKE, OR EQUAL QUALITY WITH THE CONTRACTING OFFICER

APPROVAL.

8. PATCH ALL WALLS, FLOORS, ROOFS AND CEILINGS TO MATCH EXISTING OR NEW (IF APPLICABLE) FOR ALL OPENINGS CREATED BY DEMOLITION WORK OF EQUIPMENT AND PLUMBING SYSTEM PENETRATIONS.

9. REFER TO HVAC AND REFRIGERATION PLANS FOR EXTENT OF WORK RELATING TO PLUMBING PIPING

CONNECTING TO HVAC AND REFRIGERATION EQUIPMENT TO BE REMOVED OR RELOCATED.

10. THE ADJACENT SPACES WILL CONTINUE TO OPERATE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING OFFICER TO INSURE THAT PLUMBING CONSTRUCTION DOES NOT IMPACT HOURS OF

OPERATION. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL NOTES AND INSTRUCTIONS.

PLUMBING DEMOLITION NOTES:

HYDRO-JET AND CAMERA SCOPE ALL EXISTING SANITARY SEWER, COMBINATION

WASTE AND VENT, GREASE WASTE PIPING AND FLOOR DRAINS FROM THE FURTHEST

CLEANOUT TO THE CONNECTION AT THE MANHOLE. PROVIDE A WRITTEN REPORT OF

THE INVESTIGATION AND PHOTOS IDENTIFYING LOCATIONS ON KEYED PLAN TO THE

CONTRACTING OFFICER. REPORT ALL DEFICIENCIES TO THE CONTRACTING OFFICER.

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S .

A .

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S .

A .

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S .

A .

COREY R.

IMHOFF

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

COREY IMHOFF

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

PD102

LAS

LAS

CRI

PLUMBING DEMOLITION FLOOR PLAN - AREA A

05/30/2018 1/8" = 1'-0"

1 PLUMBING DEMOLITION FLOOR PLAN - AREA A

KEY PLAN

D C

A B

NORTH

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

0 4 8 16

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

2 7-23-2018 REPLACE EXISTING ROOFING

Amendment 0004 Attachment 01, Addendum 02

13 17 19 23 25.2 26

P

N

M

C

B

323029282725242221201815 1614

A

PD401

ExSD

E xS D

E xS D

E xS D

ExSDExSD

ExSDExSDExSD

EXIST. RD EXIST. RD

EXIST.

RD

EXIST.

RDEXIST. RD

E xG

E xG

E xG

E xG

E xG

ExGExG

E xS S

E xS S

E xC W V

E xV

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

ExCWV

ExSSExSS

ExCWV

ExCWV

ExCWV

ExV

E xV

E xV

E xV

ExV

ExV

ExV

ExV

ExV

ExV

EXIST.

2"VTR

EXIST.

3"VTR

EXIST.

3"VTR

EXIST.

3"VTR

EXIST.

3"VTR

EXIST.

COTG

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

CO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

CO

EXIST.

CO

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

HD

EXIST.

HD

EXIST.

CO

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

LAV

EXIST.

LAV

EXIST.

SINK

EXIST.

FD

EXIST.

FS

EXIST.

HB

EXIST.

HS

EXIST.

RD

EXIST.

RD

EXIST.

RD

EXIST.

FD

E xC W

E xH W

E xH W R

E x1

E xC W

E xH W R

E x1

E xC W

E xH W R

E x1

E xC W

ExCW

Ex140° ExHW ExHW

ExCW

E xC W

E xC W

2 2

2 2

2 2

EXIST.

HD

EXIST.

HD

EXIST.

HD

2 2 2

EXIST.

OVEN

EXIST.

8"SD

EXIST.

8"SD

EXIST.

8"SD

EXIST.

10"SD

EXIST.

4"SD

EXIST.

4"SD

EXIST.

4"SD

EXIST.

10"SD

EXIST.

12"SD

EXIST.

10"SD

EXIST.

10"SD

EXIST.

4"SS

EXIST.

4"SS

EXIST.

4"SS

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWVEXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

2"G

EXIST.

1"HW

EXIST.

2"CW

EXIST.

½"HWR

EXIST.

2"G

EXIST.

2"CW

EXIST.

1"HW

EXIST.

½"HWR

EXIST.

2"G

EXIST.

2"G

EXIST.

1"HW

EXIST.

½"HWR EXIST.

2"CW

M A T C H L

IN

E

1. IN THESE GENERAL NOTES, "PLUMBING" SHALL REFER TO, BUT NOT BE LIMITED TO SYSTEMS, COMPONENTS AND EQUIPMENT FOR [HOT WATER, HOT WATER RETURN, COLD WATER, NATURAL GAS

SANITARY SEWER, SANITARY VENTS, STORM SEWER, CONDENSATE WASTE, ISOLATION VALVES,

BALANCING VALVE, REGULATORS, EQUIPMENT AND PIPING, ETC.]

2. VERIFY EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO:

* PIPE SYSTEMS, SIZES AND LOCATIONS.

* VALVE LOCATIONS.

* EQUIPMENT CONDITIONS, CONNECTIONS AND LOCATIONS.

* BALANCING VALVES.

* HAMMER ARRESTORS.

3. PROPERLY IDENTIFY ALL EXISTING PLUMBING EQUIPMENT AND PIPING ADJACENT TO AND/OR IN AREAS OF DEMOLITION FOR LOCATION, SIZE, CONDITION, AND SYSTEM(S) OPERATION. COMPARE ALL SYSTEMS TO THE PLUMBING DRAWINGS AND EXISTING RECORD DRAWINGS (REQUEST EXISTING RECORD DRAWINGS FROM CONTRACTING OFFICER) AND DOCUMENT ALL VARIATIONS. AFTER THE EXISTING SYSTEMS ARE INVESTIGATED AND DOCUMENTED, CAP AND/OR REMOVE ALL PLUMBING EQUIPMENT AND PIPING BACK TO POINT OF DEMOLITION BOUNDARY AS NOTED ON PLANS. COORDINATE DEMOLITION BOUNDARY AND PHASING WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION. CAP ALL BRANCHES AND DROPS NOT REMOVED AND PREPARE THEM FOR FUTURE RECONNECTION WHEN NEW EQUIPMENT AND/OR FIXTURES

ARE INSTALLED, AS REQUIRED.

4. COORDINATE AND SCHEDULE THE REMOVAL OF EXISTING PLUMBING AND SYSTEM SHUT-DOWNS WITH

CONTRACTING OFFICER AND MAINTENANCE PERSONNEL PRIOR TO CONSTRUCTION.

5. MAINTAIN EXISTING PLUMBING WITH PHASED DEMOLITION AND INSTALLATION OF NEW WORK, PROVIDING

TEMPORARY SERVICES AS REQUIRED.

6. REPLACE AND/OR PATCH TO MATCH EXISTING, ANY COMPONENTS OF THE EXISTING PLUMBING SYSTEMS TO FACILITATE ITS INSTALLATION WITHIN THE NEW RENOVATED AREAS. SUCH ITEMS MAY INCLUDE, BUT NOT BE LIMITED TO, FITTINGS, SUPPORTS, NEW MOUNTING SYSTEMS, NEW ACCESS DOORS, ETC.

7. DAMAGED, OR INOPERABLE PLUMBING COMPONENTS INSPECTED PRIOR TO DEMOLITION AND

DETERMINED NOT SUITABLE FOR REUSE, THAT WILL EFFECT THE INTEGRITY OF THE OPERATION OF THE PLUMBING SYSTEM, REPLACE WITH NEW OF LIKE, OR EQUAL QUALITY WITH CONTRACTING OFFICER

APPROVAL.

8. PATCH ALL WALLS, FLOORS, ROOFS AND CEILINGS TO MATCH EXISTING OR NEW (IF APPLICABLE) FOR ALL OPENINGS CREATED BY DEMOLITION WORK OF EQUIPMENT AND PLUMBING SYSTEM PENETRATIONS.

9. REFER TO HVAC AND REFRIGERATION PLANS FOR EXTENT OF WORK RELATING TO PLUMBING PIPING

CONNECTING TO HVAC AND REFRIGERATION EQUIPMENT TO BE REMOVED OR RELOCATED.

10. THE ADJACENT SPACES WILL CONTINUE TO OPERATE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING OFFICER TO INSURE THAT PLUMBING CONSTRUCTION DOES NOT IMPACT HOURS OF

OPERATION. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL NOTES AND INSTRUCTIONS.

PLUMBING DEMOLITION NOTES:

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO & WCO), PLUMBING FIXTURES,

STORM DRAIN (ExSD), SANITARY SEWER (ExSS), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG)AND VENT (ExV), PIPING TO

REMAIN IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. EXISTING FLOOR

CLEANOUT COVERS (FCO) TO BE REMOVED, CLEANED AND REINSTALLED. EXISTING FLOOR

DRAINS GRATE (FD) TO BE REMOVED, CLEANED AND REINSTALLED WITH NEW SURE SEAL IN-

LINE FLOOR DRAIN TRAP SEALER INSERT.

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO & WCO), PLUMBING FIXTURES,

SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR) AND VENT (ExV) PIPING TO BE REMOVED

IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. CAP EXISTING SANITARY SEWER

(ExSS), COMBINATION WASTE AND VENT (ExCWV) AND/OR VENT (ExV) PIPING BELOW FLOOR

TEMPORARILY FOR FUTURE SS, CWV AND VENT PIPING CONNECTIONS. CAP EXISTING COLD

WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (EXV) PIPING ABOVE CEILING TEMPORARILY FOR FUTURE CW, HW, HWR, NG

AND VENT PIPING CONNECTIONS.

EXISTING ROOF DRAIN (RD) TO BE REMOVED. EXISTING STORM DRAIN PIPING (ExSD) SERVING

DRAINS TO REMAIN AND BE PREPARED FOR NEW ROOF DRAIN CONNECTION.

PLUMBING DEMOLITION KEYED NOTES:

(SOME KEYED NOTES MAY NOT BE USED ON THIS SHEET)

EXISTING OVEN AND GAS (ExG) PIPING TO REMAIN IN THIS AREA, UNLESS OTHERWISE

INDICATED ON PLANS.

EXISTING GAS (ExG) PIPING ABOVE AND/OR BELOW ROOF TO REMAINED, UNLESS

OTHERWISE INDICATED ON PLANS.

GAS DEMOLITION KEYED NOTES:

GAS NOTES:

EXISTING TOTAL DEMAND IS APPROXIMATELY 2,311,000 BTU INPUT/2311 CFH INPUT AT

500 FEET OF RUN WHICH REQUIRES A 4" PIPE SIZE @ LESS THAN 2.0 PSI INLET

PRESSURE @ 0.5 IN. W.C. PRESSURE DROP @ 0.60 SPECIFIC GRAVITY.

VERIFY AS PART OF THIS BASE BID THE EXISTING SITE UTILITY LOCATIONS (I.E DOMESTIC

WATER, NATURAL GAS, SANITARY AND STORM SEWER FLOW DIRECTION, INVERTS,

LOCATIONS AND SIZES) AS PERTAINS TO THIS PROJECT. COORDINATED ALL UNDERGROUND

PIPING WITH STRUCTURAL AND CIVIL DRAWINGS PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY CONFLICTS OR DISCREPANCES.

EXISTING SYSTEMS AND INFORMATION SHOWN ON THESE PLANS WERE DEVELOPED

USING EXISTING BUILDING PLANS AND LIMITED SITE VERIFICATION. VERIFY AS PART OF

BASE BID THE EXISTING UTILITIES AS IT PERTAINS TO PROJECT FOR LOCATION, SIZE

AND CONDITION. CUT AND REPAIR EXISTING FLOOR SLAB, WALLS AND CEILINGS AS

NECESSARY TO INSTALL NEW PLUMBING.

CRITICAL NOTE: INVESTIGATE EXISTING FLOOR/HUB DRAINS BELOW EXISTING

REFRIGERATION CASES AND COORDINATE WITH NEW CASE LAYOUT. RELOCATE DRAINS

AS NECESSARY TO COMPLY WITH LOCATION REQUIREMENTS AND TO PROVIDE ACCESS AS

NOTED IN DETAIL 2/P-502. COORDINATE DRAIN REQUIREMENTS WITH CASE

MANUFACTURER PRIOR TO CONSTRUCTION.

HYDRO-JET AND CAMERA SCOPE ALL EXISTING SANITARY SEWER, COMBINATION

WASTE AND VENT, GREASE WASTE PIPING AND FLOOR DRAINS FROM THE FURTHEST

CLEANOUT TO THE CONNECTION AT THE MANHOLE. PROVIDE A WRITTEN REPORT OF

THE INVESTIGATION AND PHOTOS IDENTIFYING LOCATIONS ON KEYED PLAN TO THE

CONTRACTING OFFICER. REPORT ALL DEFICIENCIES TO THE CONTRACTING OFFICER.

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S . A

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S . A

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S . A

COREY R.

IMHOFF

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

COREY IMHOFF

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

PD103

LAS

LAS

CRI

PLUMBING DEMOLITION FLOOR PLAN - AREA B

05/30/2018

1/8" = 1'-0"

1 PLUMBING DEMOLITION FLOOR PLAN - AREA B

KEY PLAN

D C

A B

NORTH

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

0 4 8 16

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

2 7-23-2018 REPLACE EXISTING ROOFING

2 2

Amendment 0004 Attachment 01, Addendum 02

13 14.8 17 19 23 25.2 26 31

W

V.5

V

U

T

S

R

P

ExSDExSDExSDExSD

EXIST. RD

EXIST.

RD

EXIST.

RD

ExG ExG ExG

E xG

E xG

E xG

E xG

E xV

E xV

E xV

E xV

ExSSExSSExSS

ExSS ExSS ExSS

Ex

SS

E xS S

E xS S

E xS S

ExSS

ExSS

ExSS

E xG W

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

E xC W V

ExSSExCWV ExCWVExCWV

ExCWVExCWVExCWV

E xV

E xV

E xV

E xV

E xV

ExGW ExGW ExGW

ExGW

E xG W

E xG W

E xG W

E xG W

ExGW

ExGW

ExGW

ExV ExV ExV

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

CO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCOEXIST.

FCO

EXIST.

HD

EXIST.

FCO

EXIST.

TD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

FD

EXIST.

FDEXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FD

EXIST.

FCO

EXIST.

TD

EXIST.

FD

EXIST.

FCO

EXIST.

WC

EXIST.

WCO

EXIST.

WC

EXIST.

JAN

EXIST.

SINK

EXIST.

HS

EXIST.

FD EXIST.

3"VTR

EXIST.

3"VTR

EXIST.

3"VTR

EXIST.

2"VTR

EXIST.

3"VTR

EXIST.

SINK

EXIST.

EWC

EXIST.

LAV

EXIST.

TD

EXIST.

FD

EXIST.

WS

EXIST.

WS

EXIST.

COTG

EXIST.

COTG

EXIST.

COTG

E xV

E xV

ExV

ExVExV

EXIST. GREASE

TRAP

EXIST.

FD

EXIST.

SP

EXIST.

RD

EXIST.

HB

EXIST.

WH

E xH W R

E x1 E xC W

E xH W R

E x1 E xC W

E xH W R

E x1 E xC W

E xH W R

E x1

E xC W

ExV

E xC W

E xH W

E xH W

E xC W

ExHW ExCW

Ex140° ExCW

ExHWR Ex140°

ExCW

ExHWR Ex140°

ExCW

ExHWR

ExG

ExCWExCW

Ex140° Ex140°

Ex140° ExCW

ExCWV ExCWV

E xH W

E xH W

ExSS

4 4

11 1

2 2

EXIST.

RH

EXIST.

8"SD

EXIST.

10"SD

EXIST.

10"SD

EXIST.

10"SD

EXIST.

10"SD

ESXIST.

4"SS

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

2"G

EXIST.

2"CW

EXIST.

1"HW

EXIST.

½"HWR

EXIST.

4"CWVEXIST.

4"CWV

EXIST.

4"GW

EXIST.

4"GW

EXIST.

4"GW

EXIST.

4"SS

EXIST.

6"SS

EXIST.

6"SS

EXIST.

6"SS

EXIST.

4"GW

EXIST.

4"GW

EXIST.

4"GW

EXIST.

4"GW

EXIST.

4"GW

EXIST.

6"SS

EXIST.

4"GW

EXIST.

4"SS

EXIST.

4"GW

EXIST.

4"G

EXIST.

½"HWR

EXIST.

1½"HW

EXIST.

2"CW

EXIST.

2"GEXIST.

1"HW

EXIST.

½"HWR

EXIST.

2"CW

EXIST.

2"G

EXIST.

½"HWR

EXIST.

2"CW

EXIST.

1¼"HW

EXIST.

1¼"HW

EXIST.

2"CW

EXIST.

2"G

EXIST.

½"HWR

EXIST.

1½"HW

EXIST. 4" GAS, 2" CW

& HW AND ¾" HWR

UP TO MEZZANINE

1. IN THESE GENERAL NOTES, "PLUMBING" REFER TO, BUT NOT BE LIMITED TO SYSTEMS, COMPONENTS AND EQUIPMENT FOR [HOT WATER, HOT WATER RETURN, COLD WATER, NATURAL GAS, SANITARY SEWER, SANITARY VENTS, STORM SEWER, CONDENSATE WASTE, ISOLATION VALVES, BALANCING VALVE, REGULATORS, EQUIPMENT AND PIPING, ETC.]

2. VERIFY EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO:

* PIPE SYSTEMS, SIZES AND LOCATIONS.

* VALVE LOCATIONS.

* EQUIPMENT CONDITIONS, CONNECTIONS AND LOCATIONS.

* BALANCING VALVES.

* HAMMER ARRESTORS.

3. PROPERLY IDENTIFY ALL EXISTING PLUMBING EQUIPMENT AND PIPING ADJACENT TO AND/OR IN AREAS OF DEMOLITION FOR LOCATION, SIZE, CONDITION, AND SYSTEM(S) OPERATION. COMPARE ALL SYSTEMS TO THE PLUMBING DRAWINGS AND EXISTING RECORD DRAWINGS (REQUEST EXISTING RECORD DRAWINGS FROM CONTRACTING OFFICER) AND DOCUMENT ALL VARIATIONS. AFTER THE EXISTING SYSTEMS ARE INVESTIGATED AND DOCUMENTED, CAP AND/OR REMOVE ALL PLUMBING EQUIPMENT AND PIPING BACK TO POINT OF DEMOLITION BOUNDARY AS NOTED ON PLANS. COORDINATE DEMOLITION BOUNDARY AND PHASING WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION. CAP ALL BRANCHES AND DROPS NOT REMOVED AND PREPARE THEM FOR FUTURE RECONNECTION WHEN NEW EQUIPMENT AND/OR FIXTURES

ARE INSTALLED, AS REQUIRED.

4. COORDINATE AND SCHEDULE THE REMOVAL OF EXISTING PLUMBING AND SYSTEM SHUT-DOWNS WITH

CONTRACTING OFFICER AND MAINTENANCE PERSONNEL PRIOR TO CONSTRUCTION.

5. MAINTAIN EXISTING PLUMBING WITH PHASED DEMOLITION AND INSTALLATION OF NEW WORK, PROVIDING

TEMPORARY SERVICES AS REQUIRED.

6. REPLACE AND/OR PATCH TO MATCH EXISTING, ANY COMPONENTS OF THE EXISTING PLUMBING SYSTEMS TO FACILITATE ITS INSTALLATION WITHIN THE NEW RENOVATED AREAS. SUCH ITEMS MAY INCLUDE, BUT NOT

BE LIMITED TO, FITTINGS, SUPPORTS, NEW MOUNTING SYSTEMS, NEW ACCESS DOORS, ETC.

7. DAMAGED, OR INOPERABLE PLUMBING COMPONENTS INSPECTED PRIOR TO DEMOLITION AND DETERMINED NOT SUITABLE FOR REUSE, THAT WILL EFFECT THE INTEGRITY OF THE OPERATION OF THE PLUMBING SYSTEM, REPLACE WITH NEW OF LIKE, OR EQUAL QUALITY WITH CONTRACTING OFFICER APPROVAL.

8. PATCH ALL WALLS, FLOORS, ROOFS AND CEILINGS TO MATCH EXISTING OR NEW (IF APPLICABLE) FOR ALL OPENINGS CREATED BY DEMOLITION WORK OF EQUIPMENT AND PLUMBING SYSTEM PENETRATIONS.

9. REFER TO HVAC AND REFRIGERATIONPLANS FOR EXTENT OF WORK RELATING TO PLUMBING PIPING

CONNECTING TO HVAC AND REFRIGERATION EQUIPMENT TO BE REMOVED OR RELOCATED.

10. THE ADJACENT SPACES WILL CONTINUE TO OPERATE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING OFFICER TO INSURE THAT PLUMBING CONSTRUCTION DOES NOT IMPACT HOURS OF

OPERATION. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL NOTES AND INSTRUCTIONS.

PLUMBING DEMOLITION NOTES:

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO, WCO & COTG), PLUMBING FIXTURES, STORM DRAIN (ExSD), SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), GREASE WASTE (ExGW), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV) PIPING TO REMAIN IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. EXISTING FLOOR CLEANOUT COVERS (FCO) TO BE

REMOVED, CLEANED AND REINSTALLED. EXISTING FLOOR DRAINS GRATE (FD) TO BE

REMOVED, CLEANED AND REINSTALLED AND PROVIDE WITH NEW SURE SEAL IN-LINE FLOOR

DRAIN TRAP SEALER INSERT.

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO, WCO & COTG), PLUMBING FIXTURES, STORM DRAIN (ExSD), SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), GREASE WASTE (ExGW), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV)PIPING TO BE REMOVED IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. CAP EXISTING SANITARY SEWER (ExSS), GREASE WASTE (ExGW), COMBINATION WASTE AND VENT (ExCWV) AND/OR VENT (ExV) PIPING BELOW

FLOOR TEMPORARILY FOR FUTURE SS, GW, CWV AND VENT PIPING CONNECTIONS. CAP

EXISTING COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV) PIPING ABOVE CEILING TEMPORARILY FOR FUTURE CW, HW, HWR NG AND VENT PIPING CONNECTIONS.

EXISTING HOSE STATION (HS) IN DAIRY COVE 66 TO BE REMOVED. CAP EXISTING COLD (CW)

AND HOT WATER (HW) ABOVE CEILING AT THIS POINT TEMPORARILY FOR FUTURE CW AND HW

PIPE CONNECTIONS.

EXISTING GREASE TRAP (GT), GREASE WASTE (ExGW), SANITARY SEWER (ExSS), CLEANOUT TO GRADE (COTG) AND VENT (ExV) PIPING BELOW GRADE TO BE REMOVED ENTIRELY IN THIS

AREA, UNLESS OTHERWISE INDICATED ON PLANS. PHASE IN NEW INSTALLATION OF THE NEW

GREASE TRAP (GT-1), SANITARY SEWER (SS),GREASE WASTE (GW) AND VENT PIPING WITH

REROUTING OF SS PIPING WITH DEMOLITION OF THE EXISTING TO ALLOW FOR NO SHUT DOWN

PERIOD.

EXISTING SANITARY SEWER (ExSS) PIPING TO BE REMOVED UP TO THIS POINT AND CAPPED

AND/OR PLUGGED BELOW GRADE AND/OR BELOW FLOOR.

EXISTING GREASE WASTE (ExGW) PIPE TO BE REMOVED UP TO THIS POINT AND CAPPED

BELOW GRADE TEMPORARILY FOR FUTURE GW PIPE CONNECTION.

EXISTING SANITARY SEWER (ExSS) PIPE TO BE REMOVED UP TO THIS POINT AND CAPPED

BELOW FLOOR TEMPORARILY FOR FUTURE SS PIPE CONNECTIONS.

EXISTING ROOF DRAIN (RD) TO BE REMOVED. EXISTING STORM DRAIN PIPING (ExSD) SERVING

DRAINS TO REMAIN AND BE PREPARED FOR NEW ROOF DRAIN CONNECTION.

PLUMBING DEMOLITION KEYED NOTES:

(SOME KEYED NOTES MAY NOT BE USED ON THIS SHEET)

EXISTING GAS (ExG) PIPING ABOVE AND/OR BELOW ROOF TO REMAIN IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

EXISTING RADIANT HEATERS (RH) AND GAS (ExG) PIPE ABOVE AND/OR BELOW ROOF TO

BE REMOVED IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

EXISTING 4" X 4" X 1" GAS (ExG) TEE FITTING TO BE REMOVED AT THIS POINT ABOVE

CEILING AND CAPPED TEMPORARILY FOR FUTURE GAS PIPE CONNECTION.

GAS DEMOLITION KEYED NOTES:

GAS NOTES:

EXISTING TOTAL DEMAND IS APPROXIMATELY 2,311,000 BTU INPUT/2311 CFH INPUT AT

500 FEET OF RUN WHICH REQUIRES A 4" PIPE SIZE @ LESS THAN 2.0 PSI INLET

PRESSURE @ 0.5 IN. W.C. PRESSURE DROP @ 0.60 SPECIFIC GRAVITY.

VERIFY AS PART OF THIS BASE BID THE EXISTING SITE UTILITY LOCATIONS (I.E DOMESTIC

WATER, NATURAL GAS, SANITARY AND STORM SEWER FLOW DIRECTION, INVERTS,

LOCATIONS AND SIZES) AS PERTAINS TO THIS PROJECT. COORDINATED ALL UNDERGROUND

PIPING WITH STRUCTURAL AND CIVIL DRAWINGS PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY CONFLICTS OR DISCREPANCES.

EXISTING SYSTEMS AND INFORMATION SHOWN ON THESE PLANS WERE DEVELOPED

USING EXISTING BUILDING PLANS AND LIMITED SITE VERIFICATION. VERIFY AS PART OF

BASE BID THE EXISTING UTILITIES AS IT PERTAINS TO PROJECT FOR LOCATION, SIZE

AND CONDITION. CUT AND REPAIR EXISTING FLOOR SLAB, WALLS AND CEILINGS AS

NECESSARY TO INSTALL NEW PLUMBING.

CRITICAL NOTE: INVESTIGATE EXISTING FLOOR/HUB DRAINS BELOW EXISTING

REFRIGERATION CASES AND COORDINATE WITH NEW CASE LAYOUT. RELOCATE DRAINS

AS NECESSARY TO COMPLY WITH LOCATION REQUIREMENTS AND TO PROVIDE ACCESS

AS NOTED IN DETAIL 2/P-502. COORDINATE DRAIN REQUIREMENTS WITH CASE

MANUFACTURER PRIOR TO CONSTRUCTION.

HYDRO-JET AND CAMERA SCOPE ALL EXISTING SANITARY SEWER, COMBINATION

WASTE AND VENT, GREASE WASTE PIPING AND FLOOR DRAINS FROM THE FURTHEST

CLEANOUT TO THE CONNECTION AT THE MANHOLE. PROVIDE A WRITTEN REPORT OF

THE INVESTIGATION AND PHOTOS IDENTIFYING LOCATIONS ON KEYED PLAN TO THE

CONTRACTING OFFICER. REPORT ALL DEFICIENCIES TO THE CONTRACTING OFFICER.

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S . A

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S . A

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S . A

COREY R.

IMHOFF

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

COREY IMHOFF

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

PD104

LAS

LAS

CRI

PLUMBING DEMOLITION FLOOR PLAN- AREA C

05/30/2018

1/8" = 1'-0"

1 PLUMBING DEMOLITION FLOOR PLAN - AREA C

KEY PLAN

D C

A B

NORTH

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

0 4 8 16

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

2 7-23-2018 REPLACE EXISTING ROOFING

Amendment 0004 Attachment 01, Addendum 02

1 3 5 9 13

V.5

V

U

T

S

R

P

865.32

PD401

ExSDExSDExSD

ExSDExSD

E xS D

E xS D

E xC W V

EXIST. RD EXIST. RD

EXIST.

HD

EXIST. HD

EXIST.

HD

EXIST.

HD

EXIST.

HDEXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

HD

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO

EXIST.

FCO EXIST.

FCO

EXIST.

FCO

EXIST.

HB

EXIST.

LAV

EXIST.

HB

ExCWVExCWV

E xC W V

ExCWV ExCWV

ExCWV

E xC W V

EXIST.

FD

EXIST.

FD

EXIST.

TD

EXIST.

FD

EXIST. GAS

METER

EXIST.

2"VTR

E xG

E xG

E xG

E xG

ExG

ExG ExG ExG ExG

ExG

E xG

EXIST.

RPZBFP

EXIST. WATER

METER

EXIST.

WH

EXIST.

SINK

EXIST. RD

EXIST.

SINK

EXIST.

JAN

EXIST.

FD

E xS S

E xS S

E xS S

E xS S ExGW

ExGW

ExGW

ExSS ExSS ExSS ExSS

ExGW

EXIST.

2"VTR

EXIST.

2"VTR

EXIST.

3"VTR

E x1 °E xC W

E xH W R

ExCW ExHW

ExCW ExHW

ExCW

ExHWR

E xC W

E xH W

E x1 °E xC W

E xH W R

E x1 °E xC W

E xH W R

Ex140° Ex140° ExCW

ExHWR Ex140°

ExHWR

ExCW Ex140°

ExCW

ExHWR

4 5

E x1

E xC W

E xH W R

E xC W

E xH W R

E x1

E xC W

ExCW ExHW

Ex140°

Ex140°

ExCW

2 2

2 2

E xH W E xC W

1 1

EXIST.

RH

2 2

EXIST.

10"SD

EXIST.

10"SD

EXIST.

12"SD

EXIST.

12"SD

EXIST.

8"SD

EXIST.

15"SD

EXIST.

15"SD

EXIST.

15"SD EXIST.

1"G

EXIST.

2½"CW

EXIST.

½"HWR

EXIST.

1¼"HW

EXIST.

4"CWV

EXIST.

4"SS

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"CWV

EXIST.

4"SS

EXIST.

4"SS

EXIST.

4"GW

EXIST.

4"GW

EXIST.

6"SS

EXIST.

1"G

EXIST.

2½"CW

EXIST.

½"HWR

EXIST.

1¼"HW

EXIST.

1"G

EXIST.

1¼"G

EXIST.

4"SS

EXIST.

1¼"G

EXIST.

½"HWR

EXIST.

1¼"HW

EXIST.

1¼"HW

EXIST.

2½"CW

EXIST.

1¼"G

EXIST.

2½"CW

EXIST.

1¼"HW

EXIST.

HB

EXIST. CW DN IN WALL

FOR QUICK CONNECT

PIPING

M A T C H L

IN

E

1. IN THESE GENERAL NOTES, "PLUMBING" REFER TO, BUT NOT BE LIMITED TO SYSTEMS, COMPONENTS AND EQUIPMENT FOR [HOT WATER, HOT WATER RETURN, COLD WATER, NATURAL GAS, SANITARY SEWER, SANITARY VENTS, STORM SEWER, CONDENSATE WASTE, ISOLATION VALVES, BALANCING VALVE, REGULATORS, EQUIPMENT AND PIPING, ETC.]

2. VERIFY EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO:

* PIPE SYSTEMS, SIZES AND LOCATIONS.

* VALVE LOCATIONS.

* EQUIPMENT CONDITIONS, CONNECTIONS AND LOCATIONS.

* BALANCING VALVES.

* HAMMER ARRESTORS.

3. PROPERLY IDENTIFY ALL EXISTING PLUMBING EQUIPMENT AND PIPING ADJACENT TO AND/OR IN AREAS OF DEMOLITION FOR LOCATION, SIZE, CONDITION, AND SYSTEM(S) OPERATION. COMPARE ALL SYSTEMS TO THE PLUMBING DRAWINGS AND EXISTING RECORD DRAWINGS (REQUEST EXISTING RECORD DRAWINGS FROM

CONTRACTING OFFICER) AND DOCUMENT ALL VARIATIONS. AFTER THE EXISTING SYSTEMS ARE

INVESTIGATED AND DOCUMENTED, CAP AND/OR REMOVE ALL PLUMBING EQUIPMENT AND PIPING BACK TO POINT OF DEMOLITION BOUNDARY AS NOTED ON PLANS. COORDINATE DEMOLITION BOUNDARY AND PHASING WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION. CAP ALL BRANCHES AND DROPS NOT REMOVED AND PREPARE THEM FOR FUTURE RECONNECTION WHEN NEW EQUIPMENT AND/OR FIXTURES

ARE INSTALLED, AS REQUIRED.

4. COORDINATE AND SCHEDULE THE REMOVAL OF EXISTING PLUMBING AND SYSTEM SHUT-DOWNS WITH

CONTRACTING OFFICER AND MAINTENANCE PERSONNEL PRIOR TO CONSTRUCTION.

5. MAINTAIN EXISTING PLUMBING WITH PHASED DEMOLITION AND INSTALLATION OF NEW WORK, PROVIDING

TEMPORARY SERVICES AS REQUIRED.

6. REPLACE AND/OR PATCH TO MATCH EXISTING, ANY COMPONENTS OF THE EXISTING PLUMBING SYSTEMS TO FACILITATE ITS INSTALLATION WITHIN THE NEW RENOVATED AREAS. SUCH ITEMS MAY INCLUDE, BUT NOT

BE LIMITED TO, FITTINGS, SUPPORTS, NEW MOUNTING SYSTEMS, NEW ACCESS DOORS, ETC.

7. DAMAGED, OR INOPERABLE PLUMBING COMPONENTS INSPECTED PRIOR TO DEMOLITION AND DETERMINED NOT SUITABLE FOR REUSE, THAT WILL EFFECT THE INTEGRITY OF THE OPERATION OF THE PLUMBING SYSTEM, REPLACE WITH NEW OF LIKE, OR EQUAL QUALITY WITH CONTRACTING OFFICER APPROVAL.

8. PATCH ALL WALLS, FLOORS, ROOFS AND CEILINGS TO MATCH EXISTING OR NEW (IF APPLICABLE) FOR ALL OPENINGS CREATED BY DEMOLITION WORK OF EQUIPMENT AND PLUMBING SYSTEM PENETRATIONS.

9. REFER TO HVAC AND REFRIGERATION PLANS FOR EXTENT OF WORK RELATING TO PLUMBING PIPING

CONNECTING TO HVAC AND REFRIGERATION EQUIPMENT TO BE REMOVED OR RELOCATED.

10. THE ADJACENT SPACES WILL CONTINUE TO OPERATE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING OFFICER TO INSURE THAT PLUMBING CONSTRUCTION DOES NOT IMPACT HOURS OF

OPERATION. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL NOTES AND INSTRUCTIONS.

PLUMBING DEMOLITION NOTES:

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO & WCO), ROOF DRAINS (RD),

PLUMBING FIXTURES, STORM DRAIN (ExSD), SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), GREASE WASTE (ExGW), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV)

PIPING TO REMAIN IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. EXISTING

FLOOR CLEANOUT COVERS (FCO) TO BE REMOVED, CLEANED AND REINSTALLED. EXISTING

FLOOR DRAINS GRATE (FD) TO BE REMOVED, CLEANED AND REINSTALLED AND PROVIDE

WITH NEW SURE SEAL IN-LINE FLOOR DRAIN TRAP SEALER INSERT.

EXISTING FLOOR DRAINS (FD, HD), CLEANOUTS (CO, FCO & WCO), ROOF DRAINS (RD),

PLUMBING FIXTURES, STORM DRAIN (ExSD), SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV), GREASE WASTE (ExGW), COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV)

PIPING TO BE REMOVED IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS. CAP

EXISTING SANITARY SEWER (ExSS), COMBINATION WASTE AND VENT (ExCWV) AND/OR VENT (ExV) PIPING BELOW FLOOR TEMPORARILY FOR FUTURE SS, CWV AND/OR VENT PIPING CONNECTIONS. CAP EXISTING COLD WATER (ExCW), HOT WATER (ExHW/Ex140°F), HOT WATER RETURN (ExHWR), NATURAL GAS (ExG) AND VENT (ExV) PIPING ABOVE CEILING

TEMPORARILY FOR FUTURE CW, HW, HWR, NG AND VENT PIPING CONNECTIONS.

EXISTING 1½" COLD WATER (ExCW) PIPING TO BE REMOVED UP TO THIS POINT ABOVE

CEILING AND CAPPED TEMPORARILY FOR FUTURE CW PIPE CONNECTION.

EXISTING 1¼" HOT WATER (Ex140°F) PIPING TO BE REMOVED UP TO THIS POINT ABOVE

CEILING AND CAPPED TEMPORARILY FOR FUTURE HW (140°F) PIPE CONNECTION.

EXISTING ½" HOT WATER RETURN (ExHWR) PIPING TO BE REMOVED UP TO THIS POINT

ABOVE CEILING AND CAPPED TEMPORARILY FOR FUTURE HWR PIPE CONNECTION.

EXISTING 2½" COLD WATER (ExCW) 90° BEND FITTING TO BE REMOVED AT THIS POINT

ABOVE CEILING AND CAPPED TEMPORARILY FOR FUTURE CW PIPE CONNECTION.

EXISTING 2½" X 2½" X ½" COLD WATER (ExCW) TEE FITTING TO BE REMOVED AT THIS POINT

ABOVE CEILING AND CAPPED TEMPORARILY FOR FUTURE CW PIPE CONNECTION.

EXISTING 1¼" X 1¼" X ½" HOT WATER (Ex140°F) TEE FITTING TO BE REMOVED AT THIS POINT

ABOVE CEILING AND CAPPED TEMPORARILY FOR FUTURE HW PIPE CONNECTION.

EXISTING ROOF DRAIN (RD) TO BE REMOVED. EXISTING STORM DRAIN PIPING (ExSD)

SERVING DRAINS TO REMAIN AND BE PREPARED FOR NEW ROOF DRAIN CONNECTION.

PLUMBING DEMOLITION KEYED NOTES:

(SOME KEYED NOTES MAY NOT BE USED ON THIS SHEET)

EXISTING GAS (ExG) PIPING ABOVE AND/OR BELOW ROOF TO REMAIN IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

EXISTING GAS (ExG) PIPING ABOVE AND/OR BELOW ROOF TO BE REMOVED ENTIRELY IN

THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

EXISTING 4" X 4" X 1¼" GAS (ExG) TEE FITTING TO BE REMOVED AT THIS POINT ABOVE

CEILING AND CAPPED TEMPORARILY FOR FUTURE GAS PIPE CONNECTION.

EXISTING RADIANT HEATERS (RH) AND GAS (ExG) PIPE ABOVE AND/OR BELOW ROOF TO

BE REMOVED IN THIS AREA, UNLESS OTHERWISE INDICATED ON PLANS.

GAS DEMOLITION KEYED NOTES:

GAS NOTES:

EXISTING TOTAL DEMAND IS APPROXIMATELY 2,311,000 BTU INPUT/2311 CFH INPUT AT

500 FEET OF RUN WHICH REQUIRES A 4" PIPE SIZE @ LESS THAN 2.0 PSI INLET

PRESSURE @ 0.5 IN. W.C. PRESSURE DROP @ 0.60 SPECIFIC GRAVITY.

VERIFY AS PART OF THIS BASE BID THE EXISTING SITE UTILITY LOCATIONS (I.E DOMESTIC

WATER, NATURAL GAS, SANITARY AND STORM SEWER FLOW DIRECTION, INVERTS,

LOCATIONS AND SIZES) AS PERTAINS TO THIS PROJECT. COORDINATED ALL UNDERGROUND

PIPING WITH STRUCTURAL AND CIVIL DRAWINGS PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY CONFLICTS OR DISCREPANCES.

EXISTING SYSTEMS AND INFORMATION SHOWN ON THESE PLANS WERE DEVELOPED

USING EXISTING BUILDING PLANS AND LIMITED SITE VERIFICATION. VERIFY AS PART

OF BASE BID THE EXISTING UTILITIES AS IT PERTAINS TO PROJECT FOR LOCATION,

SIZE AND CONDITION. CUT AND REPAIR EXISTING FLOOR SLAB, WALLS AND CEILINGS

AS NECESSARY TO INSTALL NEW PLUMBING.

CRITICAL NOTE: INVESTIGATE EXISTING FLOOR/HUB DRAINS BELOW EXISTING

REFRIGERATION CASES AND COORDINATE WITH NEW CASE LAYOUT. RELOCATE DRAINS

AS NECESSARY TO COMPLY WITH LOCATION REQUIREMENTS AND TO PROVIDE ACCESS

AS NOTED IN DETAIL 2/P-502. COORDINATE DRAIN REQUIREMENTS WITH CASE

MANUFACTURER PRIOR TO CONSTRUCTION.

HYDRO-JET AND CAMERA SCOPE ALL EXISTING SANITARY SEWER, COMBINATION

WASTE AND VENT, GREASE WASTE PIPING AND FLOOR DRAINS FROM THE FURTHEST

CLEANOUT TO THE CONNECTION AT THE MANHOLE. PROVIDE A WRITTEN REPORT OF

THE INVESTIGATION AND PHOTOS IDENTIFYING LOCATIONS ON KEYED PLAN TO THE

CONTRACTING OFFICER. REPORT ALL DEFICIENCIES TO THE CONTRACTING OFFICER.

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S .

A .

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S .

A .

COREY R.

IMHOFF

R e g is t e r e d P r o f e s s i on a l En g i n e e r M e c h a n ica l

42006

C

ER

T I

F I CATE

NO

D A T

E S I G N E D

AR I ZONA U . S .

A .

COREY R.

IMHOFF

101 south spring street little rock, ar 72201

501.372.2900 cromwell.com

SEQUENCE

NO.

SHEET NO.

OF

DATE:SOL. NO.

PROJECT NO.

DRAWING NUMBER

SUBMITTED BY:

ENGINEER:

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

TO THE BEST OF OUR KNOWLEDGE,

INFORMATION AND BELIEF, BASED

ON AND LIMITED TO OUR NORMAL

FUNCTIONS PERFORMED UNDER OUR

CONTRACT WITH THE GOVERNMENT,

IT IS OUR PROFESSIONAL OPINION

THAT THIS PROJECT IS DESIGNED

IN ACCORDANCE WITH APPLICABLE

DOD REGULATIONS.

DEFENSE COMMISSARY AGENCY

LACKLAND AFB, TEXAS

FORT LEE, VIRGINIA

DIRECTORATE OF ENGINEERING

COREY IMHOFF

30-MAY-2018

EA16MI05

NAVAL AIR STATION

PENSACOLA, FLORIDA

PENSACOLA COMMISSARY FACILITY

ADDITION /ALTERATION

A/E: 2016-001

RTA SOLICITATION ISSUE

SYM. D.O. NO. ACTION DATE DESCRIPTION OF REVISION

1 5-30-2018 RTA SOLICITATION ISSUE

PD105

LAS

LAS

CRI

PLUMBING DEMOLITION FLOOR PLAN - AREA D

05/30/2018

1/8" = 1'-0"

1 PLUMBING DEMOLITION FLOOR PLAN - AREA D

KEY PLAN

D C

A B

NORTH

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

0 4 8 16

NOTE: THIS DRAWING IS TO BE VIEWED / PRINTED IN COLOR

2 7-23-2018 REPLACE EXISTING ROOFING

Amendment 0004 Attachment 01, Addendum 02

GENERAL NOTES:

1. DIVIDE BID INTO THREE BID CATEGORIES.

ANNOTATE EACH ITEM OF WORK WITHIN ITS APPROPRIATE BID

CATEGORY.

THE THREE BID CATEGORIES ARE AS FOLLOWS:

(C): NEW CONSTRUCTION - CLIN 0001

(E): EQUIPMENT - CLIN 0002

(M&R): MAINTENANCE & REPAIR - CLIN 0003

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

2. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE FROM LIMITED FIELD

OBSERVATIONS BY THE ARCHITECT AND ORIGINAL DESIGN DRAWINGS.

VERIFY ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL

CONDITIONS OF THE BUILDING (INCLUDING IF EXISTING MATERIALS &

PRODUCTS ARE METRIC OR IMPERIAL BASED) BEFORE PURCHASE OF

NEW MATERIALS & PRODUCTS AND CONSTRUCTION. NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN PLANS AND

FIELD CONDITIONS IMMEDIATELY.

3. THE TERM "PROVIDE" MEANS FURNISH AND INSTALL.

4. REWORK EXISTING FACILITIES (I.E. FLOOR SLAB, WALLS, PARTITIONS,

SOFFITS, CEILING, ROOF, ETC.) AS REQUIRED TO ACCOMMODATE NEW

WORK. PATCH TO MATCH EXISTING, UNLESS NOTED OTHERWISE.

5. COORDINATE ALL WORK TO ENSURE THAT THE INSTALLATION, SIZE OF

NEW PIPES, EQUIPMENT, FIXTURES, CONDUIT, DUCTS, OPENINGS,

SWITCHES, OUTLETS, ETC. DO NOT INTERFERE WITH THE INSTALLATION,

OR PROGRESS, OF OTHER WORK TO BE DONE ON THE PROJECT.

GENERAL ROOF NOTES:

1. PROVIDE WALK PADS AT ALL NEW ROOFTOP EQUIPMENT.

2. ROOFTOP EQUIPMENT SHOWN ON THIS PLAN IS FOR INFORMATION ONLY.

COORDINATE WITH STRUCTURAL, MECHANICAL, PLUMBING, REFRIGERATION, AND

ELECTRICAL DRAWINGS FOR EXTENT OF NEW ROOFTOP EQUIPMENT.

3. PROVIDE TAPERED INSULATION DRAINAGE CRICKET AT ALL MECHANICAL

EQUIPMENT.

4. MAINTAIN 8" MINIMUM FROM TOP OF ROOF TO TOP OF CURB AT CRICKET.

5. ALL ROOFTOP EQUIPMENT MUST BE LOCATED 10'-0" MIN. FROM EDGE OF ROOF

PER OSHA REQUIREMENTS. IF EQUIPMENT MUST BE LOCATED WITHIN 10'-0" FROM

ROOF EDGE, PROVIDE OSHA APPROVED FALL PROTECTION AROUND EQUIPMENT.

ROOF

SYMBOLS LEGEND

MODIFIED BITUMEN ROOFING SYSTEM,

COVER BOARD, AND INSULATION OVER

MTL. DECK

PMMA ROOFING MEMBRANE BY MODIFIED

BITUMEN ROOFING MFR.

WALKPAD

ROOF SLOPE

STANDING SEAM METAL ROOF

TAPERED INSULATION CRICKET

SEE DETAIL 7/A-506

ROOF TOP UNIT. SEE DETAIL 2/A-505

(REFER TO MECHANICAL)

EXHAUST FAN. SEE DETAIL 3/A-505

(REFER TO MECHANICAL)

CONDENSING UNIT. SEE DETAIL 9/A-506

(REFER TO MECHANICAL)

ROOF DRAIN - SEE DETAIL 8/A-506

SEE PLUMBING (REFER TO PLUMBING)

RD

DSCU

EF

RTU

R-PANEL METAL ROOF

MODIFIED BITUMEN ROOFING SYSTEM, COVER

BOARD, AND INSULATION OVER EXISTING MTL.

DECK

REFRIGERATION CENTER- SEE DETAIL 9/A-506

(REFER TO REFRIGERATION)

CS

MECHANICAL CONDENSING UNIT- SEE DETAIL

2/A-505 SIM.

CU

INTAKE VENTILATOR. SEE DETAIL 3/A-505 SIM.

(REFER TO MECHANICAL)

IV

REPLACE EXISTING ROOF DRAINS AND COVERS -

SEE DETAIL 8/A-506 SIM. (REFER TO PLUMBING)

RD-R

SYMBOL LEGEND

EXISTING TO REMAIN (BLACK)

NEW BY CONTRACTOR (RED)

ROOF NOTES:

1. PROVIDE WALK PADS AT ALL NEW ROOFTOP EQUIPMENT.

2. ROOFTOP EQUIPMENT SHOWN ON THIS PLAN IS FOR INFORMATION ONLY. COORDINATE WITH

MECHANICAL, PLUMBING, REFRIGERATION, AND ELECTRICAL DRAWINGS FOR EXTENT OF NEW

ROOFTOP EQUIPMENT.

3. PROVIDE TAPERED INSULATION DRAINAGE CRICKET WHERE SHOWN.

4. MAINTAIN 8" MINIMUM FROM TOP OF ROOF TO TOP OF CURB AT CRICKET.

5. ALL ROOFTOP EQUIPMENT MUST BE LOCATED 10'-0" MIN. FROM EDGE OF ROOF PER OSHA

REQUIREMENTS. IF EQUIPMENT MUST BE LOCATED WITHIN 10'-0" FROM ROOF EDGE, PROVIDE OSHA

APPROVED FALL PROTECTION AROUND EQUIPMENT.

6. QUANTITIES AND LOCATIONS OF EXISTING ITEMS OF EQUIPMENT SHOWN ARE APPROXIMATE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING QUANTITIES AND LOCATIONS OF ALL ROOF

PENETRATIONS AND CONDITIONS AFFECTING THE WORK. VERIFY ALL MEASUREMENTS AND

QUANTITIES INCLUDING, BUT NOT LIMITED TO, ALL TESTING AS WELL AS ROOF CORE SAMPLING TO

VERIFY EXISTING ROOF CONDITIONS IN ALL AREAS.

7. REMOVE ALL ABANDONED UTILITIES. THIS INCLUDES BUT IS NOT LIMITED TO ALL EQUIPMENT CURBS, ELECTRICAL PENETRATIONS, MECHANICAL/PLUMBING PENETRATIONS, EQUIPMENT STANDS ETC. COORDINATE WITH ALL OTHER DISCIPLINES AND VERIFY WITH THE STORE DIRECTOR AND CONTRACTING OFFICER'S REPRESENTATIVE WHICH, IF ANY, EXISTING PENETRATION/UTILITIES ARE NO LONGER IN USE AND NEED TO BE REMOVED. INFILL ALL ABANDONED ROOF PENETRATION WITH LIKE MATERIALS AS REQUIRED FOR INSTALLATION OF NEW ROOFING SYSTEM. MATERIAL PROFILE TO MATCH PROFILE AND GAUGE OF EXISTING. IF SPAN OF MATERIALS DOES NOT BRIDGE FROM SUPPORT MEMBER TO SUPPORT MEMBER ADDITIONAL SUPPORTS MAY BE REQUIRED. SUBMIT TO CONTRACTING

OFFICER'S REPRESENTATIVE ALL ADDITIONAL MATERIALS AND METHODS OF INSTALLATION TO

VERIFY SIZE AND QUALITY ARE SUITABLE PRIOR TO FABRICATION.

8. CLEAN, DRY, AND PREP ALL SURFACES TO RECEIVE NEW ROOFING SYSTEM. THE CONDITION OF EXISTING SUBSTRATE IS TO BE SOUND, DRY, AND APPROVED BY THE ROOFING MANUFACTURER AS A SUITABLE SUBSTRATE FOR THE ROOFING SYSTEM PRIOR TO INSTALLATION OF NEW ROOF SYSTEM.

9. REMOVE CLEAN AND PREP ALL EXISTING SEALANT FROM ALL FLASHING. AS REQUIRED TO PROVIDE

ALL NEW CONT. SEALANT IN JOINTS.

10. WOOD BLOCKING TO BE LEFT IN PLACE WILL BE REVIEWED FOR SOUNDNESS AND PROPER

ATTACHMENTS. PROVIDE NEW WOOD BLOCKING WHERE INDICATED AND WHERE DETERIORATED.

PROVIDE NEW ANCHORS AND ATTACHMENTS WHERE INDICATED, WHERE DETERIORATED, AND AS

REQUIRED TO MEET WIND UPLIFT REQUIREMENTS PER FM1-49. REPLACE DETERIORATED WOOD

MATERIALS WITH LIKE MATERIALS AND DIMENSIONS. ALL NEW WOOD BLOCKING MUST BE TREATED.

11. WHERE ELECTRICAL LINES, MECHANICAL EQUIPMENT, GAS LINES, CONDUIT, PIPING, OR OTHER ITEMS INTERFERE WITH THE PERFORMANCE OF THE WORK, TEMPORARILY REMOVE AND REPLACE, OR

SUPPORT OUT OF THE WAY, AND PERMANENTLY RE-SET AS REQUIRED BY CONDITIONS. ALL

MECHANICAL AND ELECTRICAL WORK, OR TEMPORARY OUTAGE, MUST BE COORDINATED WITH THE

STORE DIRECTOR AND CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR IS

RESPONSIBLE FOR ALL WORK ASSOCIATED WITH RAISING CURB AND VENT PIPING HEIGHTS TO MEET

THE CODE AND THE ROOFING MANUFACTURER'S WARRANTY REQUIREMENTS.

12. WEATHER ASSURANCE: MAINTAIN WEATHERTIGHT CONDITIONS OVER ALL PORTIONS OF THE

BUILDING. PROTECT SPACES BELOW ROOF DECKS FROM DISTURBANCE AND CONTAMINATION

DURING ROOF WORK. COORDINATE ALL WORK WITH WEATHER CONDITIONS AND TEMPORARY

MEASURES TO ENSURE THAT THE BUILDING REMAINS WATERTIGHT AT ALL TIMES.

13. EXISTING UNDER DECK UTILITIES / EQUIPMENT: REVIEW THE UNDERSIDE OF THE ROOF DECK AND IDENTIFY CONDUITS AND OTHER EXISTING UTILITIES / EQUIPMENT WHICH ARE AT RISK OF BEING DAMAGED BY THE INSTALLATION OF ROOF SYSTEM FASTENERS. MAP THE LOCATION OF EXISTING AT RISK ITEMS TO ENSURE PLACEMENT OF THE ROOF SYSTEM FASTENERS DOES NOT DAMAGE EXISTING ITEMS. CORRECT ITEMS DAMAGED BY ROOF SYSTEM FASTENERS AT THE CONTRACTORS EXPENSE.

14. MANUFACTURER'S DIRECTIONS: ALL WORK MUST COMPLY WITH MANUFACTURER'S

INSTALLATION DIRECTIONS FOR EACH PRODUCT OR MATERIAL. IF CONFLICTS ARISE BETWEEN

PROJECT REQUIREMENTS AND MANUFACTURER'S DIRECTIONS, REPORT SUCH IMMEDIATELY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE. DEVELOP RESOLUTION FOR TO EACH POSSIBLE

CONFLICT AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO PROCEEDING

WITH THE IMPACTED WORK.

15. SHOP DRAWINGS: SUBMISSIONS MUST INCLUDE THE COMPLETION OF ALL FIELD VERIFICATION PRIOR TO THE…