Mt Home Chapel B13 - Amendment 0005_Part4.pdf

PDF 18 MB Posted

Attached to
Z2DZ--36C249-21-AP-3989 - Project 621-20-101 Correct FCA Deficiencies w Historical Chapel Building 13
Solicitation number
36C24921B0017
Issued by

About this file

This notice solicits bids for correcting deficiencies at the Historical Chapel building 13 at the James H. Quillen VA Medical Center in Mountain Home, Tennessee. The scope of work includes selective demolition, abatement of environmental hazards including mold and lead-based paint, roof repairs, wall and stair modifications, concrete sidewalk and landscaping repairs, interior wall, floor and ceiling repairs, door and frame replacements, mechanical and electrical system upgrades, and plumbing and communication system repairs. The estimated price range for construction is between $2,000,000 to $5,000,000. Questions must be submitted in writing by October 15th, 2021 and bids will be accepted until November 16th, 2021. This is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. The awarded contractor must be listed on the VETS4212 and CVE databases and have an active SAM registration.

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Other files

File Type Posted
36C24921B0017 0007.pdf PDF
36C24921B0017 0006.pdf PDF
36C24921B0017 0005.pdf PDF
Mt Home Chapel B13 - Amendment 0005_Part2.pdf PDF
070150.74 Rehabilitation of EPDM Roofing.pdf PDF
Mt Home Chapel B13 - Amendment 0005_Part1.pdf PDF
000110 - Table of Contents.pdf PDF
RFI Bldg 13 Chapel.pdf PDF
Mt Home Chapel B13 - Amendment 0005_Part3.pdf PDF
Mt Home Chapel B13 - Amendment 0005_Part5.pdf PDF
36C24921B0017 0004.docx DOCX document
36C24921B0017 0003.docx DOCX document
36C24921B0017 0002.pdf PDF
Pre-Bid Sign-In Sheet Bldg. 13 Chapel 11-29-2021.pdf PDF
ACM LBP Survey Report.pdf PDF
Lead-Based Paint Removal Plan.pdf PDF
VA Church Report.pdf PDF
Organ Evaluation Report.pdf PDF
Site Investigation Report.pdf PDF
36C24921B0017 0001.docx DOCX document
Asbestos Removal Plan.pdf PDF
Mt Home Chapel B13 - Bid Documents_Part1.pdf PDF
WD TN20210111 1-1-2021.pdf PDF
Mt Home Chapel B13 - Bid Documents_Part3.pdf PDF
Mt Home Chapel B13 - Bid Documents_Part4.pdf PDF
36C24921B0017_1.docx DOCX document
Contractor EMR Certification Form.docx DOCX document
MtHome Chapel BID Specifications 10.28.2021.pdf PDF
VHA Supp Contract Req Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors.pdf PDF
RFI Form - Mt. Home Chapel B13.docx DOCX document
Mt Home Chapel B13 - Bid Documents_Part2.pdf PDF
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Text version

CA D E

H

B

GF I

W I N D O W T Y P E S

1/ 4"

4' - 0" 7' - 0"

8'

/4

6'

/8

2' - 4" 1' - 8"

6'

/8

5'

/8

1' - 3 3/4"

4'

/8

1' - 10" 1' - 10"

3'

/8

6' - 0" 2' - 0"

1'

/8

3'

1'

1"

8'

/8

2'

/2

2'

/4

/2 " 6

1/ 2"

2'

/4

2'

/2

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING

MASONRY

WALL

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SELF-ADHERING

RUBBERIZED

FLASHING TO

WRAP JAMB, HEAD,

AND SILL

2" 2"

4 5/8"

1 5/8" 3"

4" 3"

2 5/8" 1 5/8"

FRT WOOD SHIM

EASED EDGE

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

EXISTING WOOD

TRIM SHALL BE

REINSTALLED AT

NEW WINDOW

EXISTING

MASONRY WALL

2" 2"

4 5/8" 1 5/8" NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING

TO WRAP JAMB, HEAD,

AND SILL

FRT WOOD SHIM

EXISTING WOOD TRIM SHALL

BE REINSTALLED AT NEW

WINDOW. PREPARE WOOD

TRIM FOR NEW FINISHES

EXISTING

STONE SILL

TO REMAIN

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

PRE-FINISHED ALUMINUM

FLASHING OVER SLOPED FRT

SILL

SLOPED TREATED

WOOD BLOCKING

NOTE: CONTRACTOR TO VERIFY

EXISTING FLASHING.

CONDITIONS. COORDINATE

WITH COR.

EXISTING INTERIOR

WOOD SILL TO BE

REINSTALLED AT NEW

WINDOW.

4" 2"

ALUMINUM SILL TO HAVE

INTEGRAL RAINSCREEN

DRAINAGE

SEALANT AND

BACKER ROD

SEALANT AND BACKER ROD

INTEGRAL ALUMINUM SILL

FLASHING PAN

2 5/8" 1 5/8"

SEALANT AND BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING TO

WRAP JAMB, HEAD, AND SILL

FRT WOOD SHIM

EXISTING

STONE SILL

TO REMAIN

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

GC TO VERIFY EXISTING

WINDOW DEPTH IN MASONRY

OPENING

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

2" 2"

WOOD BLOCKING

AT BUILT UP SILL

BRAKE METAL

SILL

2 5/8" 1 5/8"

FRT BLOCKING AT SILL

NOTE: CONTRACTOR TO VERIFY

EXISTING FLASHING.

CONDITIONS. COORDINATE

WITH COR.

INTEGRAL ALUMINUM SILL

FLASHING PAN

EXISTING WOOD TRIM SHALL

BE REINSTALLED AT NEW

WINDOW. PREPARE WOOD

TRIM FOR NEW FINISHES

SEALANT AND BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING TO

WRAP JAMB, HEAD, AND SILL

ALUMINUM SILL TO HAVE

INTEGRAL RAINSCREEN

DRAINAGE

EXISTING

MASONRY

WALL

FRT WOOD SHIM

EXISTING WOOD TRIM SHALL

BE REINSTALLED AT NEW

WINDOW. PREPARE WOOD

TRIM FOR NEW FINISHES

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING

STONE SILL

TO REMAIN

WOOD BLOCKING

AT BUILT UP SILL

BRAKE METAL

SILL

EXISTING MASONRY

WALL

EXISTING INTERIOR BRICK

SILL TO REMAIN

2" 2"

2 5/8" 1 5/8"

NOTE: CONTRACTOR TO VERIFY

EXISTING FLASHING.

CONDITIONS. COORDINATE

WITH COR.

SEALANT AND

BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING TO

WRAP JAMB, HEAD, AND SILL

INTEGRAL ALUMINUM SILL

FLASHING PAN

ALUMINUM SILL TO HAVE

INTEGRAL RAINSCREEN

DRAINAGE

FRT WOOD SHIM

SEALANT AND

BACKER ROD

EXISTING WOOD TRIM

SHALL BE REINSTALLED AT

NEW WINDOW. PREPARE

WOOD TRIM FOR NEW

FINISHES

EXISTING

MASONRY

WALL

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE

FOR SIZE AND GLAZING

TYPE.

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

STEEL FRAMING

EXISTING

STONE SILL

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

2" 2"

4 5/8" 1 5/8"

SELF-ADHERING

RUBBERIZED

FLASHING TO WRAP

JAMB, HEAD, AND SILL

EASED EDGE

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING

MASONRY

WALL

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

2" 2"

3" 4"

3"

2 5/8" 1 5/8"

4 5/8"

1 5/8"

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

EASED EDGE

SEALANT AND

BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING

TO WRAP JAMB, HEAD,

AND SILL

SEALANT AND

BACKER ROD

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING STONE

SILL TO REMAIN

2" 2"

4 5/8" 1 5/8"

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

FRT BLOCKING AT SILL

1/2"

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

FRT WOOD SHIM

SELF-ADHERING

RUBBERIZED

FLASHING TO

WRAP JAMB,

HEAD, AND SILL

EXISTING MASONRY

WALL

EXISTING WOOD TRIM SHALL BE

REINSTALLED AT NEW WINDOW.

PREPARE WOOD TRIM FOR NEW

FINISHES

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE

FOR SIZE AND GLAZING

TYPE.

EXISTING STONE SILL

TO REMAIN

EXISTING

MASONRY

WALL

2" 2"

4 5/8" 1 5/8"

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SEALANT AND BACKER

ROD

SEALANT AND BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING

TO WRAP JAMB, HEAD,

AND SILL

FRT WOOD SHIM

REPAIR DAMAGED LEADING AND REPLACE BROKEN GLASS TO MATCH COLOR AS INDICATED.

COLOR SHALL MATCH EXISTING STAINED GLASS. REUSE EXISTING STAINED GLASS WHERE

POSSIBLE. CONTRACTOR SHALL PRESERVE THE HISTORICAL ACCURACY OF THE WINDOW.

*DRAWING IS REPRESENTATION OF EXISTING WINDOW AND MAY HAVE INACCURACIES.

NORTH WINDOW:

APPROXIMATELY 90% OF THE GLASS IS INTACT. GLASS AND LEADING LOOKS TO HAVE BEEN

REPAIRED OR REPLACED IN THE PAST. USE THIS WINDOW AS A REFERENCE FOR THE WEST

WINDOW.

WEST WINDOW:

APPROXIMATELY 80% OF THE WINDOW IS COVERED AND THE CONDITION IS UNKNOWN.

REPLICATE WINDOW PATTERN TO MATCH THE NORTH WINDOW.

COLOR LEGEND:

P = PURPLE STAINED GLASS

Y = YELLOW STAINED GLASS

G = GREEN STAINED GLASS

P

P

P

P

P

P

P

P P

P

P

P

P

P

P

P

Y

Y

Y

Y

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

P

Y

Y

Y

Y

P

P PP

P

P

P

P

P P

P

P P

P

P

P

P

P

PP P

P

P

P

P

P P

P

P P

P

P

P

P

P Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y Y

Y

Y

Y

Y

Y

Y

Y

Y

YYYYYY

Y

G G

G

G G

Y Y

Y YY Y

G G

P P

P

P

P P P P

P

PPP

P P

P P P P P P P P

P P P P

P P

PP

P P

P P P P

P P

P

PP

PPP

G G G GG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

Y Y

P P

Y Y

G

G

G

G G

G

G

G

G

G G

G G

G

G

G

G

G G

G

GG

G

G G

G

G G

G

G G

GGG

G G G

G

G

G G

G

G

G

GG

G

G G

S T A I N E D G L A S S W I N D O W S

SCALE: 1" = 1' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/3

/2

:0

:3

P

M

AE602

WINDOW SCHEDULE AND DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

Window Schedule

TYPE MARK DESCRIPTION HEIGHT* WIDTH*

HEAD

DETAIL SILL DETAIL

JAMB

DETAIL

GLAZING

TYPE

SCHEDULE

NOTES

A ARCHED - FIXED 10' - 10" 4' - 0" 7/AE601 8/AE601 9/AE601 G1

B ARCHED - STAINED GLASS 8' - 0" 7' - 0" ETR ETR ETR G2 1

C ARCHED - FIXED 6' - 6" 2' - 4" 10/AE601 11/AE601 12/AE601 G1

D ARCHED - FIXED 6' - 1" 1' - 8" 13/AE601 14/AE601 15/AE601 G1

E ARCHED - FIXED 5' - 7" 1' -4" 13/AE601 14/AE601 15/AE601 G1

F ARCHED - HUNG 4' - 3" 1' - 10" 13/AE601 14/AE601 15/AE601 G1

G HUNG 3' - 8" 1' - 10" 13/AE601 14/AE601 15/AE601 G1

H ARCHED - FIXED 3' - 8" 6' - 0" 7/AE601 8/AE601 --- G1

I BASEMENT 1' - 8" 2' - 0" 13/AE601 14/AE601 15/AE601 G1

L

* CONTRACTOR TO VERIFY EXISTING WINDOW SIZES

WINDOW SCHEDULE NOTES:

1. REMOVE EXISTING BRICK INFILL AND CLEAN EXISTING JAMB, SILL, AND HEAD FOR NEW STAINED GLASS INSTALLATION. SEE STAINED

GLASS DETAIL ON SHEET AE602.

GLAZING TYPES:

G-1 EAST- AND WEST-FACING EXTERIOR WINDOWS: 1" INSULATED LOW-E LAMINATED ULTRA-CLEAR GLAZING.

G-2 NORTH- AND SOUTH-FACING EXTERIOR WINDOWS: 1" INSULATED LAMINATED ULTRA-CLEAR GLAZING.

G-3 ALTERNATE #2 (IN LIEU OF G-1) - EAST- AND WEST-FACING EXTERIOR WINDOWS - 1" INSULATED LOW-E STANDARD ULTRA-CLEAR

GLAZING.

G-4 ALTERNATE #2 (IN LIEU OF G-2) - NORTH- AND SOUTH-FACING EXTERIOR WINDOWS - 1" INSULATED STANDARD ULTRA-CLEAR GLAZING.

G-5 STAINED GLASS - CONTRACTOR SHALL RESTORE NEW AND MISSING PIECES TO LIKE NEW CONDITION. BASIS OF DESIGN: EXISTING

GLAZING.

1 1/2" = 1'-0"

WINDOW DETAIL - HEAD A

1 1/2" = 1'-0"

WINDOW DETAIL - HEAD E

1 1/2" = 1'-0"

WINDOW DETAIL - SILL A

1 1/2" = 1'-0"

WINDOW DETAIL - SILL C

1 1/2" = 1'-0"

WINDOW DETAIL - SILL E

1 1/2" = 1'-0"

WINDOW DETAIL - JAMB A

1 1/2" = 1'-0"

WINDOW DETAIL - HEAD C

1 1/2" = 1'-0"

WINDOW DETAIL - JAMB C

1 1/2" = 1'-0"

WINDOW DETAIL - JAMB E

No. Revisions: Date:

RESTROOM

9"

9"

RESTROOM

10##

4 1/2"

/2

EMERGENCY EVACUATION

14"

ROOM NAME

9"

AUTHORIZED

PERSONNEL ONLY

1' - 2"

E Q

E Q

ROOM NUMBER

2"

SIGN

FRAME

GENERAL NOTE: EXISTING ROOM NUMBER SIGNS SHALL BE

REUSED AND MOUNTED AT THE TOP CENTER OF THE FRAME.

WEST CHAPEL

TOWER STAIR

ENTRANCE

ACCESSIBLE RESTROOM

STAGE

SOUTH TRANSEPT

STAIR

ENTRANCE

NORTH CHAPEL

RESTROOM

VESTIBULE

ACCESSIBLE RESTROOM

VESTIBULE

EAST TRANSEPT

HAC

116A

STAGE

116D

7 21

RESTROOM

9"

FIRE EXTINGUISHER

9"

MAXIMUM OCCUPANCY

14"

ABLE-BODIED

ONLY ACCESS

9"

IT

EAST TRANSEPT - C.S.

WEST TRANSEPT - C.S.

NORTH CRAWL SPACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/3

/2

:0

:4

P

M

AE611

SIGNAGE PLAN AND SCHEDULE

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

S I G N A G E S C H E D U L E

MARK SIGN TYPE MESSAGE

1 EVACUATION ROUTE "EMERGENCY EVACUATION"

2 EVACUATION ROUTE "EMERGENCY EVACUATION"

3 ROOM NUMBER SIGN "107"

4 ROOM NUMBER SIGN "106"

5 ROOM NUMBER SIGN "107B"

6 ROOM NUMBER SIGN "107A"

7 ROOM NUMBER SIGN "103"

8 ROOM NUMBER SIGN "105"

9 ROOM NUMBER SIGN "105A"

10 ROOM NUMBER SIGN "104"

11 ROOM NUMBER SIGN "110"

12 ROOM NUMBER SIGN "111"

13 ROOM NUMBER SIGN "111A"

14 ROOM NUMBER SIGN "110A"

15 ROOM NUMBER SIGN "110B"

RESTROOM

IDENTIFCATION SIGN -

ACCESSIBLE

"RESTROOM"

RESTROOM

IDENTIFCATION SIGN

"RESTROOM"

RESTROOM

IDENTIFCATION SIGN

"RESTROOM"

RESTROOM

IDENTIFCATION SIGN

"RESTROOM"

AUTHORIZED

PERSONNEL SIGN

"AUTHORIZED PERSONNEL ONLY"

21 OCCUPANT LOAD "MAXIMUM OCCUPANCY 130"

22 OCCUPANT LOAD "MAXIMUM OCCUPANCY 130"

23 ROOM NAME SIGN "IT ROOM"

24 ABLE-BODIED ONLY "ABLE-BODIED ONLY"

25 FIRE EXTINGUISHER "FIRE EXTINGUISHER"

26 FIRE EXTINGUISHER "FIRE EXTINGUISHER"

1 1/2" = 1'-0"

RESTROOM SIGN

1 1/2" = 1'-0"

RESTROOM SIGN - ACCESSIBLE

1 1/2" = 1'-0"

EXISTING ROOM NUMBER SIGN

1 1/2" = 1'-0"

EVACUATION ROUTE SIGN

1 1/2" = 1'-0"

TYP. ROOM NAME SIGN

1 1/2" = 1'-0"

AUTHORIZED PERSONNEL ONLY SIGN

1/2" = 1'-0"

TYP. SIGNAGE ELEVATIONS

1. ALL FINAL NAMES AND NUMBERS TO BE CHOSEN BY THE VA DURING CONSTRUCTION

S I G N A G E N O T E S

1/8" = 1'-0"

SIGNAGE PLAN - FIRST FLOOR

1 1/2" = 1'-0"

RESTROOM SIGN - RIGHT ANGLE

1 1/2" = 1'-0"

FIRE EXTINGUISHER - RIGHT ANGLE

1 1/2" = 1'-0"

OCCUPANT LOAD SIGN

1 1/2" = 1'-0"

ABLE-BODIED ONLY ACCESS

1/8" = 1'-0"

SIGNAGE PLAN - BASEMENT

4'

3" 3'

3"

4"

CTW-2

CTB-1

CTW-3

CTW-3

CTW-1

BULLNOSE

P-2

64 SF

STAIR

ST-2

P-2

ST-1

P-3

P-3

P-3

P-3

P-3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/3

/2

:0

:5

P

M

AF801

FINISH SCHEDULE, LEGEND, AND

GENERAL DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

R O O M F I N I S H S C H E D U L E

ROOM

NUMBER NAME FLOOR FINISH BASE FINISH

WALL FINISH CEILING

FINISH COMMENTSNORTH SOUTH EAST WEST

001 STAIR ETR, ST-2 / ETR ETR, ST-1 PL-1, P-2 EXP, P-3 EXP, P-3 PL-1, P-2 / EXP, P-3 PL-1, P-2 / EXP, P-3 1, SEE ENLARGED PLAN ON 1/AF801

002 MECHANICAL 1 ETR - EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3

003 MECHANICAL 2 ETR - EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3

004 WEST CRAWL SPACE - - EXP EXP EXP EXP EXP

005 SOUTH TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

006 NORTH TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

007 EAST TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

008 NORTH CRAWL SPACE - - EXP EXP EXP EXP EXP

009 WEST TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

010 IT SLC-1 - P-4 P-4 P-4 P-4 P-4

011 NORTH CRAWL SPACE SLC-1 - EXP EXP EXP EXP EXP

101 TOWER STAIR ETR, ST-2 / ETR ETR, ST-1 EXP EXP EXP EXP EXP, ST-1

102 ENTRANCE ST-2 ETR (PRB-1), ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1, 2

103 WEST CHAPEL ST-2 PRB-1, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 EXP 1, 2

104 SOUTH TRANSEPT ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

105 STAGE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

106 VESTIBULE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

107 ACCESSIBLE RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

108 RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

109 STAIR ST-2 ETR (PRB-2), ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1, 2

110 ENTRANCE ST-2 ETR (PRB-1), ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1, 2

111 NORTH CHAPEL ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 EXP 1, 2

112 VESTIBULE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

113 RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

114 ACCESSIBLE RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

115 STAGE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1,2

116 EAST TRANSEPT ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

116A HAC TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

201 TOWER STAIR ST-2 ETR, ST-1 EXP EXP EXP EXP EXP 1

202 WEST BALCONY ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

203 STAIR ST-2 ETR, ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1

204 NORTH BALCONY ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

301 TOWER LANDING ST-2 - EXP EXP EXP EXP EXP 1

401 BELL LANDING - ETR EXP EXP EXP EXP P-1

EXP EXPOSED STRUCTURE - - -

ETR EXISTING TO REMAIN - - SEE FINISH NOTE 1.

GYP GYPSUM BOARD USG TBD TBD

PL-1 PLASTER CONSTRUCTION TBD TBD TBD

P-1 PAINT - TYPE 1 SHERWIN WILLIAMS 7035 AESTHETIC WHITE EXTERIOR PAINT

P-2 PAINT - TYPE 2 SHERWIN WILLIAMS 7035 AESTHETIC WHITE GENERAL INTERIOR PAINT

P-3 PAINT - TYPE 3 SHERWIN WILLIAMS 7043 WORLDLY GREY HM DOOR FRAME/CMU WALLS

BASEMENT BRICK WALLS

P-4 PAINT - TYPE 4 SHERWIN WILLIAMS 7005 PURE WHITE PLYWOOD IN ELEC CLOSET

WDB-1 WOOD BASE EXISTING WOOD BASE 2'-1" X 0'-2" TALL PROFILE MATCH EXISTING WOOD BASE IN

PROFILE AND WOOD SPECIES.

SEE DETAIL 1/AE502.

WDB-2 WOOD BASE EXISTING WOOD BASE 0'-7" X 0'-2" SHORT PROFILE MATCH EXISTING WOOD BASE IN

PROFILE AND WOOD SPECIES.

SEE DETAIL 2/AE502.

CTB-1 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, BASE TILE IN RESTROOMS -

3X12 FLOOR BULLNOSE / BULLNOSE AT NON-WET WALLS

COLOR TBD

CTW-1 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, FIELD TILE USED AT

4X12 WALL TILE / RESTROOM WET WALLS

COLOR TBD

CTW-2 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, USE AT TOP COURSE OF TILE

3X12 WALL BULLNOSE / AT WET WALL

COLOR TBD

CTW-3 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, ACCENT TILE AT WET WALLS

4X12 WALL TILE /

COLOR TBD

SLC-1 SEALED CONCRETE TBD TBD REFER TO CIVIL SPECIFICATION.

ST-1 WOOD STAIN AND VARNISH TBD TBD INTERIOR WOOD TRIM

ST-2 WOOD STAIN AND VARNISH TBD TBD WOOD FLOORING

ST-3 WOOD STAIN AND VARNISH TBD MATCH EXISTING OPAQUE CEILING PLANKS, WHERE NOTED

TT-1 TERRAZZO FLOORING BOSTIK TBD RESTROOM FLOORING

F I N I S H L E G E N D

MARK DESCRIPTION BASIS OF DESIGN STYLE/COLOR COMMENTS

NOTES:

1. IF EXISTING WOOD BASE BECOMES DAMAGED DURING CONSTRUCTION, REPLACE DAMAGED BASE TO MATCH WITH PRB-1 OR PRB-2.

CONTRACTOR TO MINIMIZE DAMAGE DURING CONSTRUCTION.

2. NOTES: PRODUCTS, COLORS AND FINISHES AS USED IN THE LEGENDS ARE NOT REQUIRED FOR USE. COLOR, FINISHES AND MANUFACTURERS LISTED HERE ARE FOR AESTHETIC AND SPECIFICATION QUALITY STANDARD REFERENCE ONLY. CONTRACTOR MAY SUBMIT OTHER MANUFACTURES PRODUCTS THAT MEET THE CONTRACT DRAWINGS AND SPECIFICATIONS REQUIREMENTS. SUBMITTED

PRODUCTS SHALL COMPLY WITH FAR AND VAAR REQUIREMENTS INCLUDING BUY-AMERICAN ACT.

1. SAND AND REFINISH EXISTING WOOD FLOORING TO REMAIN. SEE NEW WORK PLAN FOR EXTENT OF NEW FLOORING

2. RE-INSTALL REFURBISHED WDB-1 OR WDB-2 PER SCHEDULE.

3. PAINT AT CEILINGS IS FOR GYPSUM BOARD OR PLASTER CEILINGS ONLY - SEE REFLECTED CEILING PLANS - NO PAINT AT EXISTING WOOD CEILINGS.

1 1/2" = 1'-0"

TYPICAL WET WALL ELEVATION

FINISH SCHEDULE NOTES:

1/2" = 1'-0"

ENLARGED BASEMENT STAIR - FINISH PLAN

STAIR

MECHANICAL 1

MECHANICAL 2

FIRE DEPARTMENT

CONNECTION

4" FPD

3" FPD

1 1/2" FPD

3" FPD

UG 4" FPD

AIR COMPRESSOR

DRY PIPE VALVE

A. THE ENTIRETY OF THE BUILDING IS CURRENTLY SPRINKLERED WITH A DRY PIPE FIRE

PROTECTION SYSTEM.

B. REMOVE ALL FIRE PROTECTION SYSTEM COMPONENTS IN BUILDING. A NEW DRY PIPE

FIRE PROTECTION SYSTEM WILL BE INSTALLED IN NEW WORK PHASE.

C. PATCH ALL PIPE PENETRATIONS THROUGH WALLS AND FLOORS TO MATCH EXISTING

AFTER REMOVAL OF FIRE PROTECTION SYSTEM.

D. REFER TO SHEET P001 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

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FD101

BASEMENT FIRE PROTECTION

DEMOLITION PLAN

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

BASEMENT FIRE SUPPRESSION DEMOLITION PLAN

G E N E R A L N O T E S :

D R A W I N G N O T E S :

1 REMOVE ALL FIRE PROTECTION PIPING AND ASSOCIATED SPRINKLERS, VALVES, HOSE REELS, AND EQUIPMENT IN ENTIRETY OF BUILDING. CONTRACTOR TO FIELD VERIFY EXTENT OF

EXISTING FIRE PROTECTION SYSTEM.

2 REMOVE DRY PIPE VALVE AND AIR COMPRESSOR.

3 REMOVE EXTERIOR FIRE DEPARTMENT CONNECTION AND ASSOCIATED PIPING. EXISTING

OPENINGS SHALL BE REUSED. SEE NEW WORK DRAWINGS.

4 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

07/30/2021

NORTH TRANSEPT - C.S.

WEST CRAWL SPACE

SOUTH TRANSEPT - C.S.

STAIR

MECHANICAL 1

MECHANICAL 2

NORTH CRAWL SPACE

WEST TRANSEPT - C.S.

FPD

FPD

FPD UP

FPD UP

FX101

FPD UP

FPD UP

FPD UP

FPD UP

AC-1

UG 4" FPD

IT

EAST TRANSEPT - C.S.

NORTH CRAWL SPACE

STAGE

ACCESSIBLE RESTROOM

SOUTH TRANSEPT

WEST CHAPEL

STAIR

ENTRANCE

ENTRANCE

TOWER STAIR

NORTH CHAPEL

RESTROOM

FPD UP & DN

FPD DN

FPD DN

FPD UP & DN

FPD DN

FPD DN

FPD UP & DN

FPD UP & DN

RESTROOM

VESTIBULE

FPD

ACCESSIBLE RESTROOM

VESTIBULE

HAC

116A

EAST TRANSEPT

FPD DN

STAGE

A. INSTALL COMPLETE AUTOMATIC DRY FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH

NFPA 13 AND VA FIRE PROTECTION MANUAL.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND PLATFORMS WHEN

SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR DISRUPT THE SPRINKLER DISCHARGE

PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS REQUIRED TO

PROVIDE A COMPLETE INSTALLATION AND TO ELIMINATE INTERFERENCE WITH OTHER

CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION PREVENTS DRAINAGE

OF SYSTEM PIPING THROUGH MAIN DRAIN VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION COMPLETED BY

CONTRACTOR. CONTRACTOR TO SUBMIT SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL, AND ALL OTHER

TRADES. EQUIPMENT, SPRINKLERS, AND PIPING SHOWN ON THESE PLANS IS TO CONVEY

DESIGN INTENT AND DOES NOT DICTATE THE MEANS AND METHODS OF

IMPLEMENTATION. ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE ALARM ZONES, SMOKE

PARTITIONS, AND FIRE EXTINGUISHER CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT RESULTS.

I. REFER TO SHEET P001 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

AC-1

4" DRY

PIPE VALVE

4" FPD

4" FPD

4" DOUBLE CHECK

DETECTOR VALVE WITH

SUPERVISORY SWITCHES

(E) UG 4" FP

FROM SITE

FIRE DEPARTMENT

CONNECTION

4" CHECK

VALVE HOSE

CONNECTION

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER SPRINKLER DENSITY NOTES

LIGHT HAZARD 0.10 GPM/SF OVER

1500 SF

100 GPM 30 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

225 SF

BASE AREA

ORDINARY HAZARD

GROUP I

0.15 GPM/SF OVER

1500 SF

250 GPM 60 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

130 SF

BASE AREA

ORDINARY HAZARD

GROUP II

0.20 GPM/SF OVER

1500 SF

250 GPM 60 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

130 SF

BASE AREA

AIR COMPRESSOR SCHEDULE

MARK LOCATION

SYSTEM AND/OR

SERVICE

TYPE

INLET

AIRFLOW

DISCHARGE

PRESSURE

SYSTEM

CAPACITY

RECEIVER

SIZE

COMPRESSOR DIMENSIONS

L x W x H

ELECTRIC POWER [60 Hz] OPERATING

WEIGHT REMARKS

CFM [L/S] PSIG [kPa] GAL [L] GAL [L] IN [mm] # OF MOTORS HP [KW] PHASE VOLT LBS [KG]

AC-1 MECHANICAL 1 002

DRY PIPE FIRE

SUPPRESSION

TANK

MOUNTED

3.5 1.65 40 276 290 1098 10 38 33 x 13 x 28 838 x 330 x 711 1 1/2 0.37 1 120 115 52 1, 2

REMARKS:

1. PROVIDE WITH AIR MAINTENANCE DEVICE.

2. DESIGNED TO FILL DRY PIPE SYSTEM TO 40 PSI IN 30 MINUTES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

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FX101

BASEMENT & FIRST FLOOR FIRE

SUPPRESSION PLANS

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

BASEMENT FIRE SUPPRESSION PLAN

1/8" = 1'-0"

FIRST FLOOR FIRE SUPPRESSION PLAN

G E N E R A L N O T E S :

F I R E H A Z A R D L E G E N D :

LIGHT HAZARD

ORDINARY HAZARD LEVEL 1

1/4" = 1'-0"

FIRE PROTECTION SECTION

D R A W I N G N O T E S :

1 INSTALL NEW FIRE DEPARTMENT CONNECTION IN PLACE OF EXISTING.

2 INSTALL 4" DRY PIPE VALVE.

3 INSTALL TANK MOUNTED AIR COMPRESSOR TO SERVE DRY PIPE VALVE. REFER TO AIR

COMPRESSOR SCHEDULE ON THIS SHEET.

4 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

ORDINARY HAZARD LEVEL 2

WEST BALCONY

STAIR

NORTH BALCONY

TOWER STAIR

FPD DN

FPD DN

FPD DN

FPD

FPD

FPD

FPD

FPD FPD

FPD

FPD DN

FPD UP

STAGE

WEST CHAPEL

NORTH CHAPEL

STAGE

FPD DN

BELL LANDING

A. INSTALL COMPLETE AUTOMATIC DRY FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH

NFPA 13 AND VA FIRE PROTECTION MANUAL.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND PLATFORMS WHEN

SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR DISRUPT THE SPRINKLER DISCHARGE

PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS REQUIRED TO

PROVIDE A COMPLETE INSTALLATION AND TO ELIMINATE INTERFERENCE WITH OTHER

CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION PREVENTS DRAINAGE

OF SYSTEM PIPING THROUGH MAIN DRAIN VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION COMPLETED BY

CONTRACTOR. CONTRACTOR TO SUBMIT SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL, AND ALL OTHER

TRADES. EQUIPMENT, SPRINKLERS, AND PIPING SHOWN ON THESE PLANS IS TO CONVEY

DESIGN INTENT AND DOES NOT DICTATE THE MEANS AND METHODS OF

IMPLEMENTATION. ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE ALARM ZONES, SMOKE

PARTITIONS, AND FIRE EXTINGUISHER CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT RESULTS.

I. REFER TO SHEET P001 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER SPRINKLER DENSITY NOTES

LIGHT HAZARD 0.10 GPM/SF OVER

1500 SF

100 GPM 30 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

225 SF

BASE AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

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FX102

SECOND FLOOR & BELL TOWER

FIRE SUPPRESSION PLANS

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

SECOND FLOOR FIRE SUPPRESSION PLAN

1/8" = 1'-0"

BELL TOWER FIRE SUPPRESSION PLAN

G E N E R A L N O T E S : F I R E H A Z A R D L E G E N D :

LIGHT HAZARD

PLUMBING VALVE SYMBOLS

BALL VALVE

CHECK VALVE

BUTTERFLY VALVE

GATE VALVE

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

POINT OF CONNECTION BETWEEN NEW AND

EXISTING WORK

PRESSURE GAGE

THERMOMETER

STRAINER

PIPE UP

PIPE DOWN

CO CLEAN OUT

DRAWING SYMBOLS

PL101

A

26-P 3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING NUMBER WHERE DRAWN

PL105

PIPING CONTINUATION

PLUMBING ABBREVIATIONS

REVISION NUMBER

PIPING SYMBOLS

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

VENT (SANITARY)

DCW

DHW

DHWR

SANITARY SEWER

SAN

STORM WATER

SW

V

PLUMBING GENERAL NOTES

A. THE FOLLOWING NOTES APPLY EQUALLY TO THE FULL SET OF PLUMBING DOCUMENTS.

B. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

C. REFER TO SCHEDULES, DETAILS, AND DIAGRAMS FOR PIPING, PIPE SIZES AND PIPELINE DEVICES NOT

INDICATED ON FLOOR PLAN.

D. LOCATIONS AND SIZES OF EXISTING PIPING SHOWN ON THIS DRAWING HAVE BEEN DETERMINED FROM A REVIEW OF EXISTING DRAWINGS AND/OR SITE INVESTIGATION WHERE POSSIBLE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE WORK SHOWN ON THE CONTRACT DRAWINGS WHICH MAY IMPACT THE PROGRESS OF WORK SHALL BE BROUGHT

TO THE ATTENTION OF THE VA IN WRITING BEFORE PROCEEDING WITH THE WORK.

E. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS.

F. ALL WORK SHALL BE IN COMPLIANCE WITH GOVERNING CODES AND VA STANDARDS.

G. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE SUSPENDED CEILINGS FOR VALVES, CLEANOUTS, CONTROLS, ETC.

H. ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE PROTECTED AND/OR FIRESTOPPED AS REQUIRED TO MAINTAIN FIRE RATINGS. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE-RATED

ASSEMBLIES.

I. CONTRACTOR TO IMMEDIATELY INFORM THE COR IN THE EVENT THAT MATERIALS OBSERVED ARE

SUSPECTED TO CONTAIN ASBESTOS.

J. PROVIDE OFFSETS AS NECESSARY TO COMPLETE SYSTEMS AND COORDINATE WORK WITH OTHER TRADES.

PIPING PENETRATION THROUGH FLOOR/ROOF

NEW PIPING

PIPING TO BE REMOVED

EXISTING PIPING

A/E ARCHITECT / ENGINEER

AC AIR COMPRESSOR

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER/AIR SEPARATOR

ASD ADJUSTABLE SPEED DRIVES/AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BSP BLACK STEEL PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CA COMPRESSED AIR

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CI CAST IRON

CM COUNTER MOUNTED/CUBIC METER

CO CLEAN OUT

COMP COMPARTMENT

CV CONSTANT VOLUME/CONTROL VALVE

D DRAIN

DCW DOMESTIC COLD WATER

DD-1 DESIGN DEVELOPMENT (SUBMISSION 1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION 2)

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWV DRAIN WASTE VENT

EL ELEVATION

EPA ENVIRONMENTAL PROTECTION AGENCY

ESC ESCUTCHEON

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

(E) EXISTING TO REMAIN

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FF FINISHED FLOOR

FM FLOW METER/FLOOR MOUNTED

FPD FIRE PROTECTION - DRY PIPE

FPS FEET PER SECOND

FS FLOW SWITCH/FLOOR SINK

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FU FIXTURE UNITS

GAL GALLON

GCO GRADE CLEANOUT

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

H HEIGHT

H&CW HOT AND COLD WATER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HP HORSEPOWER

HS HAND SINK

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

KG KILOGRAM

KW KILOWATT

KWH KILOWATT HOUR

L LITER/LENGTH

L/H LITERS PER HOUR (or LITERS/HOUR) L/M LITERS PER MINUTE (or LITERS/MINUTE) L/S LITERS PER SECOND (or LITERS/SECOND)

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LW LOW WATER

M METER

M/S METERS PER SECOND (OR METERS/SECOND)

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH 1,000 BTUH

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MOU MEMORANDUM OF UNDERSTANDING

MS MOP SINK

NA NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PPM PARTS PER MILLION

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PW POTABLE WATER

QR QUICK RESPONSE

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

SAN SANITARY SEWER

SD SMOKE DETECTOR

SDMH STORM DRAIN MANHOLE

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SF SQUARE FOOT (FEET)

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SMH SANITARY MANHOLE

SP SUMP PUMP/STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SS STAINLESS STEEL

SSD SUBSOIL DRAINAGE

ST STORAGE TANK/STEAM TRAP

SW STORM WATER

TD TRENCH DRAIN/TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UG UNDERGROUND

V VENT

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VHA VETERANS HEALTH ADMINISTRATION

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE/WATTS/WIDTH

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT/WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER/WALL MOUNTED

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

FIRE PROTECTION (DRY PIPE SYSTEM)

FPD

NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON DRAWINGS

SUBSOIL DRAIN (FOUNDATION DRAINAGE)

SSD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

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:1

:0

P

M

P001

PLUMBING LEGEND SHEET

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

P-503

2" DCW

1 1/2" DCW

4" SAN

UG 2" DCW

UG 6" SAN

UG 4" SAN

4" SAN

3/4" DCW UP

1 1/4" SAN UP

1/2" DHW UP

1 1/2" SAN UP

1/2" DCW UP

4" SAN UP

1/2" DCW UP

3/4" DHW

3/4" DCW

3/4" DCW

1/2" DCW UP

1 1/2" SAN UP

1/2" DHW UP

4" SAN UP

1/2" DCW UP

2" V UP

1/2" DCW UP

1 1/2" SAN UP

1/2" DHW UP

1/2" DCW UP

4" SAN UP

2" V UP

2" V UP

4 4

66 66 5

P-101 P-414

P-604

P-106

P-414 P-414

P-106

P-801

(E) 3" VTR

(E) 3" VTR

3 3

3 3

P-106

P-414

A. REFER TO SHEET P001 FOR LEGEND, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

B. LOCATIONS OF EXISTING PIPING, PIPING ACCESSORIES, PLUMBING EQUIPMENT, AND

PLUMBING FIXTURES SHOWN ON THIS DRAWING HAVE BEEN DETERMINED BY EXISTING

DRAWINGS AND SITE INVESTIGATION. CONTRACTOR TO FIELD VERIFY LOCATIONS OF

UNSEEN PIPING AND REPORT DISCREPANCIES THAT WILL IMPACT THE PROGRESS OF

WORK TO THE VA COR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

M t H o m e

C h a p e l_ B

M

E P k y le

.g u g g e n h e im .r v t

/3

/2

:1

:1

P

M

PD101

BASEMENT & FIRST FLOOR

PLUMBING DEMOLITION PLANS

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

BASEMENT PLUMBING DEMOLITION PLAN

1/8" = 1'-0"

FIRST FLOOR PLUMBING DEMOLITION PLAN

G E N E R A L N O T E S :

PLUMBING FIXTURE SCHEDULE - FIXTURES TO BE REMOVED

MARK DESCRIPTION

P-101 WATER CLOSET, FLOOR MOUNTED

P-106 WATER CLOSET, TANK TYPE

P-414 LAVATORY, WALL MOUNTED

P-503 SERVICE SINK, WALL MOUNTED, FOOT PEDAL CONTROL

P-604 ELECTRIC WATER COOLER, WALL HUNG, SINGLE BOWL

P-801 WALL HYDRANT, EXTERIOR, NON-FREEZE

D R A W I N G N O T E S :

1 REMOVE ALL DOMESTIC WATER PIPING AND ASSOCIATED ACCESSORIES.

2 REMOVE ALL VENT PIPING BACK TO POINT JUST BELOW EXISTING VENTS THROUGH ROOF. EXISTING

VENTS THROUGH ROOF TO REMAIN AND BE RE-USED IN NEW WORK PHASE.

3 REMOVE PLUMBING FIXTURE AND ASSOCIATED PIPING.

4 REMOVE WATER HEATER AND ASSOCIATED PIPING.

5 PATCH FLOOR PENETRATION TO MATCH EXISTING AFTER REMOVAL OF PIPING.

6 PATCH WALL PENETRATION TO MATCH EXISTING AFTER REMOVAL OF PIPING.

7 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

8 REMOVE ALL ABOVE GROUND SANITARY PIPING INSIDE BUILDING. FILL UNDERGROUND SANITARY

PIPING WITH FLOWABLE GROUT AND LEAVE ABANDONED IN PLACE.

B F

P

NORTH TRANSEPT - C.S.

SOUTH TRANSEPT - C.S.

WEST CRAWL SPACE

STAIR

MECHANICAL 1

MECHANICAL 2

WEST TRANSEPT - C.S.

2" BFP

2" WATER METER

UG 4" SSD

UG 4" SSD

UG 4" SSD

4" CO

4" CO

4" GCO

4" GCO

UG 4" SSD

2" V UP

1 1/2" DCW UP

4" SAN UP

1 1/2" SAN UP

4" SAN UP

2" V UP1 1/2" SAN UP

1 1/2" DCW

1 1/2" SAN UP

4" SAN UP

2" V UP

1 1/2" DCW UP

1 1/2" SAN UP

2" V UP

4" SAN UP

4" SAN

UG 4" SAN

UG 4" SAN

4" FCO

4" FCO

4" FD-E

4" FD-E

UG 2" V

4" SAN

2" V UP

TP-1

UG 4" SAN

UG 2" DCW

2" DCW

2" DCW

1 1/2" DCW

2" DCW

1 1/2" DCW

NORTH CRAWL SPACE

IT

EAST TRANSEPT - C.S.

P-801

1/2" DCW

1/2" DCW

1 1/2" V

3" SAN UP

1/2" DCW UP

NORTH CRAWL SPACE

4" GCO

UG 4" SSD

UG 4" SSD

RESTROOM

NORTH CHAPEL

ACCESSIBLE RESTROOM

STAGE

SOUTH TRANSEPT

WEST CHAPEL

STAIR

ENTRANCE

ENTRANCE

TOWER STAIR

RESTROOM

VESTIBULE

ACCESSIBLE RESTROOM

VESTIBULE

PL101

PL101

2" V DN

2" V UP TO

3" VTR

EWH-3P-502

1/2" DCW DN

EAST TRANSEPT

HAC

116A

A. REFER TO SHEET P001 FOR LEGEND, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

B. EXISTING CONDITIONS SHOWN ON THIS DRAWING HAVE BEEN DETERMINED BY EXISTING

DRAWINGS AND SITE INVESTIGATION. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND REPORT DISCREPANCIES THAT WILL IMPACT THE PROGRESS OF WORK

TO THE VA COR.

C. REFER TO CIVIL SITE UTILITY AND ARCHITECTURAL DRAWINGS FOR STORM

DOWNSPOUTS AND UNDERGROUND STORM DRAINAGE.

P-101

P-414

P-101

P-414

ACCESSIBLE RESTROOM

VESTIBULE

RESTROOM

(E) 3" VTR

EWH-1

21 1/2" DCW DN

P-801

P-101

P-414

P-414

P-101

(E) 3" VTR

ACCESSIBLE RESTROOM

VESTIBULE

RESTROOM

EWH-2

1 1/2" DCW DN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

M t H o m e

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:1

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P

M

PL101

BASEMENT & FIRST FLOOR

PLUMBING NEW WORK PLANS

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

BASEMENT PLUMBING NEW WORK PLAN

1/8" = 1'-0"

FIRST FLOOR PLUMBING NEW WORK PLAN

G E N E R A L N O T E S :

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - NORTH TRANSEPT

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - WEST TRANSEPT

D R A W I N G N O T E S :

1 CONNECT VENT PIPING TO EXISTING AT POINT SHOWN. RE-USE EXISTING VENT THROUGH

ROOF.

2 INSTALL INSTANTANEOUS ELECTRIC WATER HEATER ON WALL UNDER LAVATORY. REFER TO

WATER HEATER SCHEDULE ON SHEET PL501.

3 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

4 REFER TO DETAIL 1 ON SHEET AE311 FOR FOUNDATION DRAINAGE PIPING INSTALLATION.

5 INSTALL INSTANTANEOUS ELECTRIC WATER HEATER ON WALL ABOVE MOPSINK. REFER TO

WATER HEATER SCHEDULE ON SHEET PL501.

ELECTRIC WATER HEATER SCHEDULE

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM

AND/OR

SERVICE

TYPE

TEMPERATURE RISE

AT 1.0 GPM

ELECTRICAL INPUT

REMARKS

oF o[C] kW PHASE VOLT

EWH-1 RESTROOM 108

NORTH

TRANSEPT

DOMESTIC HOT

WATER

INSTANTANEOUS

POINT OF USE

57 [ 32 ] 8.3 1 208 1, 3

EWH-3

HAC CLOSET

116A

EAST TRANSEPT

DOMESTIC HOT

WATER

INSTANTANEOUS

POINT OF USE

57 [ 32 ] 8.3 1 208 2, 3

REMARKS:

1. SERVES (2) LAVATORIES.

2. SERVES MOPSINK.

3. LIMIT HOT WATER TEMPERATURE OUTPUT TO 110 DEGREES F TO PREVENT SCALDING.

EWH-2 RESTROOM 113 WEST TRANSEPT

DOMESTIC HOT

WATER

INSTANTANEOUS

POINT OF USE

57 [ 32 ] 8.3 1 208 1, 3

[2100]

NOM. SIZE

PIPE

TUBING

IN.

[mm]

FT.

[mm]

FT.

[mm]

SIDE VIEW TRAPEZE HANGER FOR UP

TO 1000 LB. [453KG] UNIFORM LOAD

ADJUSTABLE CLEVIS

HANGER TYPE 1 - SEE

SPECIFICATIONS

PROVIDE INSULATION SHIELD &

INSERT FOR ALL PIPING (8"

[200mm] MIN.)

BAND

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

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

CHANNEL

WELD

SADDLE

INSULATION SHIELD AT

HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF MIN.

DENSITY) UNDER INSULATION

SHIELD

INSULATION (VAPOR BARRIER TYPE

IS REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

[2 5m m

1" M

A X

NOTES:

SEE SPECIFER FOR DETAILED

HANGER REQUIREMENTS

ADJUSTABLE CLEVIS

HANGER TYPE 43 - SEE

SPECIFICATIONS

THRU 3/4

THRU [20]

5 FT

[1500]

[25]

[2100]

[1800]

1 1/4 [32]

[2100]

[2100]

1 1/2 [40]

[2700]

[2400]

[50]

[3000]

[2400]

2 1/2 [65]

[3400]

[2700]

[75]

[3700]

[3000]

[100]

[4100]

[3700]

[125]

[4900]

[4000]

[150]

[200]

[250]

[300]

[350]

[400]

[450]

[500]

[600]

[5200]

[5800]

[4100]

[4900]

[6700]

[7000]

[7600]

[8200]

[8500]

[9100]

[9600]

INSULATION

BOLT (TYPICAL)

FLOOR

SLAB

FIRE-STOPPING

MATERIAL

BOLT

PIPE

PIPE SLEEVE

WHERE SPECIFIED

RISER CLAMP

PIPE

PIPE SLEEVE WHERE

SPECIFIED RISER CLAMP. BOTTOM

CLAMP REQUIRED AT

ANCHOR POINTS ONLY.

ELEVATION

PLAN

RISER CLAMP

NOTES:

1. PROVIDE ANCHORS ONLY WHERE SHOWN ON

DRAWINGS.

2. EXTEND SLEEVE ABOVE FLOOR WHERE SPECIFIED.

EXTERIOR SIDE OF CONCRETE WALL

1/4" [6mm] STEEL PLATE WATER STOP & ANCHOR

COLLAR

[5 0m m

FLEXIBLE EXPANSION JOINT

MIN. DEFLECTION 15" [375mm] MIN. EXPANSION 4" [100mm]

RESILIENT

WATERPROOF

CAULKING

5/8" [16mm] ROD

WELD

PIPE CENTERED

IN SLEEVE

1/4"x1/4" [6x6mm]

IRON PIPE CLAMP

STANDARD

WEIGHT GAL.

STEEL PIPE SLEEVE

1/4"x1/4" [6x6mm]

IRON PIPE STRAP

MODULAR TYPE WALL

PENETRATION SEAL

FLANGED

CONNECTION

[1 m m

INTERIOR SIDE OF

WALL

STAINLESS STEEL BOLTS,

NUTS & WASHERS

MINIMUM 16 GAGE GALVANIZED STEEL

PLATE 12"x48" [300x1200mm] MIN.

SECURED TO A MIN. 4 STUDS PER

LAVATORY

1/4" [6mm]∅ MOLLY BOLT HOLLOW WALL

ANCHOR (1 EA. SIDE OF LAV)

MIN. (3) 1/4" [6mm]

MACHINE BOLTS

W/DOUBLE LOCK NUTS

ON BACK SIDE

MIN. 5 1/4" [131mm]∅

GALV. MACHINE BOLTS

WELDED TO PLATE

1/4" [6mm]

TYP. 1/8"

TYP. [3mm]

A A

PLAN

SECTION A

NOTES:

1.

2.

AT LAVS WITH FOOT PEDAL CONTROLS PROVIDE

AN ADDITIONAL 16 GAGE GALVANIZED STEEL

PLATE 12"x16" [300x600mm] SECURED TO A

MINIMUM OF 2 STUDS PER FOOT PEDAL.

PROVIDE 20 GAGE STUDS WHEN HEIGHT

EXCEEDS 12'-0" [3600mm]

STEEL HANGER BY LAV MFGR

STEEL WALL PLATE

WALL ANCHOR

STUDS

FOR FIXTURE

HEIGHT SEE

ARCHITECTURAL

DRAWINGS

V A

R

IE

S

3' -3

[9 m m

T

O F

LO

O

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

M t H o m e

C h a p e l_ B

M

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:1

:3

P

M

PL501

PLUMBING SCHEDULES & DETAILS

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

PLUMBING FIXTURE SCHEDULE

MARK QUANTITY DESCRIPTION

SANITARY PIPE VENT PIPE DCW PIPE DHW PIPE WASTE FIXTURE

UNITS

COLD WATER

FIXTURE UNITS

HOT WATER

FIXTURE UNITS

WRIST BLADE

HANDLES

ELECTRIC

SENSOR REMARKSIN mm IN mm IN mm IN mm

P-101 4 WATER CLOSET, FLOOR MOUNTED 4" 100 2" 50 1" 25 4 10 0 N/A NO

P-414 4 LAVATORY, WALL MOUNTED 1 1/4" 30 1 1/2" 40 1/2" 15 1/2" 15 1 1.5 1.5 YES NO

P-502 1 MOP SINK, FLOOR MOUNTED 3" 75 1 1/2" 40 1/2" 15 1/2" 15 2 3 3 N/A NO

P-801 2 WALL HYDRANT, EXTERIOR, NON-FREEZE 1/2" 15 0 0 0 N/A NO

NTS

PIPE HANGERS

NTS

SUPPORT/ANCHOR FOR PIPE RISERS

NTS

PIPE PENETRATION THROUGH WALLS BELOW GRADE

NTS

(SD224000-21) Plum-Piping_LAVATORY MOUNTING

(E) 3" V

2" V

P-101

P-414

P-101

P-414

4" SAN

4" SAN

1 1/2" SAN

2" V

1 1/2" V

2" V

4" CO

(E) 3" VTR

FIRST

FLOOR

FIRST

FLOOR

FIRST FLOOR

FIRST

FLOOR

1 1/2" SAN

4" SAN

4" SAN

4" SAN TO

MECHANICAL ROOMS

ROOF

P-502

P-414

P-101 P-414

P-101

4" SAN

4" SAN

3" SAN

4" SAN

1 1/2" V

1 1/2" SAN

(E) 3" V

2" V

4" SAN

2" V

1 1/2" V

2" V

1 1/2" V

4" SAN

ROOF

(E) 3" VTR

FIRST

FLOOR

FIRST FLOOR

FIRST FLOOR

4" SAN TO

MECHANICAL ROOMS

4" CO

P-101

P-414

EWH-1

P-414

P-101

FIRST FLOOR

1 1/2" DCW1/2" DCW

1/2" DHW

1" DCW

1" DCW

1 1/2" DCW

1 1/2" DCW FROM

MECHANICAL ROOMS

P-801

1 1/2" DCW

P-414

P-101

EWH-2

P-414

P-101

1" DCW

1/2" DCW

1/2" DHW

1" DCW

FIRST FLOOR

1 1/2" DCW FROM

MECHANICAL ROOMS

1/2" DCW P-502

EWH-3

1/2" DHW

FIRST FLOOR

4" FD-E

4" FD-E

4" FCO

BASEMENT

FLOOR

BASEMENT FLOOR

4" FCO

BASEMENT FLOOR

UG 4" SAN

UG 4" SAN

UG 4" SAN

4" SAN

UG 4" SAN

UG 4" SAN

UG 2" VUG 2" V

2" V

4" SAN FROM EAST &

WEST TRANSEPTS

UG 4" SAN

TO SITE

4" SAN FROM

NORTH TRANSEPT

2" V

FIRST FLOOR

SECOND FLOOR

ROOF

3"x2" TRANSITION

3" VTR

TP-1

1 1/2" DCW

2" DCW

1/2" DCW

P-801

1 1/2" DCW

UG 1/2" DCW

UG 1/2" DCW

1/2" DCW

2" WATER METER

2" BACKFLOW

PREVENTER

TRAP PRIMER

DISTRIBUTION UNIT

BASEMENT FLOOR

TRAP PRIMER PIPING

TO FD-E TRAP

TRAP PRIMER PIPING

TO FD-E TRAP

2" DCW FROM SITE

1 1/2" DCW TO

NORTH TRANSEPT

2" DCW

1 1/2" DCW TO EAST

& WEST TRANSEPTS

1 1/2" DCW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

M t H o m e

C h a p e l_ B

M

E P k y le

.g u g g e n h e im .r v t

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/2

:1

:2

P

M

PL901

PLUMBING ISOMETRIC DIAGRAMS

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

NTS

SANITARY & VENT ISOMETRIC - NORTH TRANSEPT

NTS

SANITARY & VENT ISOMETRIC - EAST & WEST TRANSEPTS

NTS

DOMESTIC WATER ISOMETRIC - NORTH TRANSEPT

NTS

DOMESTIC WATER ISOMETRIC - EAST & WEST TRANSEPTS

NTS

SANITARY & VENT ISOMETRIC - MECHANICAL ROOMS

NTS

DOMESTIC WATER ISOMETRIC - MECHANICAL ROOMS

A/E ARCHITECT / ENGINEER

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

AF AFTER FILTER

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BIW BACKWARD INCLINED WHEEL (FAN)

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CAV CONSTANT AIR VOLUME

CC COOLING COIL

CF CEILING FAN

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CM CUBIC METER

CM/S CUBIC METER PER SECOND

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONTROL VALVE

D DAMPER (CONTROL)

Db DRY-BULB TEMPERATURE

DB DECIBELS

DD-1 DESIGN DEVELOPMENT (SUBMISSION 1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION 2)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DP DEW POINT TEMPERATURE

DPS DIFFERENTIAL PRESSURE SENSOR

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECC ENGINEERING CONTROL CENTER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F FAHRENHEIT

FA FREE AREA

FC FLEXIBLE CONNECTION

FCW FORWARD CURVED WHEEL (FAN)

FD FIRE DAMPER

FF FINAL FILTER

FM FLOW METER

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET

FT WC FEET OF WATER COLUMN

GA GAUGE

GAL GALLONS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

HAC HOUSEKEEPING AID CLOSET

HP HEAT PUMP

HP HORSEPOWER

HPDT HIGH PRESSURE DRIP TRAP

HRC HEAT RECOVERY COIL

HRW HEAT RECOVERY WHEEL

HW HOT WATER

HWHC HOT WATER HEATING COIL

HWP HEATING HOT WATER PUMP

HWR HEATING HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

IAQ INDOOR AIR QUALITY

IBT INVERTED BUCKET TRAP

ICF IN-LINE CENTRIFUGAL FAN

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

IN-LB INCH-POUND

IPLV INTERGRATED PART LOAD VALUE

KG KILOGRAM

KG/HR KILOGRAM PER HOUR

kPa KILOPASCAL

KW KILOWATT

KWH KILOWATT HOUR

ABBREVIATIONS

L LITER

L/h LITERS PER HOUR (or LITERS/HOUR) L/m LITERS PER MINUTE (or LITERS/MINUTE) L/s LITERS PER SECOND (or LITERS/SECOND)

LAT LEAVING AIR TEMPERATURE

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LH LATENT HEAT

LVR LOUVER

LWT LEAVING WATER TEMPERATURE

M METER, SI UNIT

M/S METERS PER SECOND (OR METERS/SECOND)

MA MIXED AIR

MAT MIXED AIR TEMPERATURE

MAX MAXIMUM

MBH 1,000 BTUH

MCA MINIMUM BRANCH CIRCUIT AMPACITY

MERV MINIMUM EFFICIENCY REPORTING VALUE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MM MILLIMETER

MPR MEDIUM PRESSURE RETURN (STEAM CONDENSATE)

MPS MEDIUM PRESSURE STEAM

NA NOT APPLICABLE

NC NOISE CRITERIA

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OD OUTSIDE DIAMETER

P PUMP

Pa PASCAL

PC PUMPED CONDENSATE

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PF PRE-FILTER

PG PRESSURE GAGE

PHC PREHEAT COIL

PPM PARTS PER MILLION

PRS PRESSURE REGULATING (VALVE) STATION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

REA RELIEF AIR

RF RELIEF FAN

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SCFM STANDARD CUBIC FEET PER MINUTE

SD SMOKE DETECTOR

SEN SENSIBLE HEAT

SF SUPPLY FAN

SG SUPPLY AIR GRILLE

SI SQUARE INCHES

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPRV STEAM PRESSURE REDUCING VALVE

SPS STATIC PRESSURE SENSOR

SQ FT SQUARE FOOT (FEET)

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

ST STEAM TRAP

TAB TESTING, ADJUSTING, BALANCE

TDH TOTAL DYNAMIC HEAD

TDS TOTAL DISSOLVED SOLIDS

TG TRANSFER GRILLE

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

TU TERMINAL UNIT

UH UNIT HEATER

V VALVE

VFD VARIABLE FREQUENCY DRIVE

W WATTS

Wb WET-BULB (TEMPERATURE)

WEF WALL EXHAUST FAN

WFCV WATER FLOW CONTROL VALVE

WFM WATER FLOWMETER

WFMD WATER FLOW MEASURING DEVICE

WG WATER GAGE

WPD WATER SIDE PRESSURE DROP

YR YEAR

M

H4

H7

A

COLD WATER (CITY WATER)

HOT WATER

QUICK-COUPLE HOSE CONNECTOR

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

PRESSURE REDUCING VALVE (PRV)

WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE

HOSE CONNECTOR

FLOW METER

DRAWING SYMBOLS

26-SF 3

26-TU-I-I

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

SUPPLY FAN NO. 3 IN BUILDING NO. 26

EQUIPMENT ABBREVIATION (SUPPLY FAN)

ITEM NUMBER (TERMINAL UNIT NO. 1)

ITEM (TERMINAL UNIT SHOWN)

SERVED BY AIR HANDLER UNIT NO. 1

DRAWING NUMBER WHERE DRAWN

BUILDING NO. WHERE EQUIPMENT IS LOCATED

DUCTWORK SYMBOLS

LIMIT OF DEMOLITION

DN

DN

UP

UP

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

SQUARE 4-WAY CEILING DIFFUSERS

CONNECT NEW DUCT TO EXISTING DUCT

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

DNUP RETURN DUCT (UP & DOWN)

FC

10x8

FLEXIBLE CONNECTION, EQUIPMENT,

VIBRATION, OR SEISMIC

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

FIRE DAMPER

FD

FLEXIBLE DUCTWORK (INSULATED)

MANUAL VOLUME DAMPER

EXISTING DUCT TO BE REMOVED

2 1 POINT OF CHANGE IN DUCT CONSTRUCTION BY

STATIC PRESSURE CLASS. THE NUMBER ASSIGNS

PRESSURE CLASS (IN. OF WATER) WHICH WILL

ACCOMMODATE MAXIMUM OPERATING PRESSURE

IN THE DUCT SUBSECTION. THE SYMBOL CONTINUES

THE ASSIGNMENT UNTIL THE DUCT TERMINATES OR

ANOTHER SYMBOL APPEARS. A "N" SUPERSCRIPT

INDICATES NEGATIVE PRESSURE.

1/24

AUTOMATIC CONTROL DAMPER MODULATING

AUTOMATIC CONTROL DAMPER TWO POSITION

TERMINAL UNIT SYMBOLS

FINNED TUBE RADIATOR

UNIT HEATER (HORIZONTAL)

PIPING SYMBOLS

HIGH PRESSURE STEAM CONDENSATE RETURN

HIGH PRESSURE STEAM (60 PSIG AND ABOVE)

HOT WATER HEATING SUPPLY

LOW PRESSURE STEAM CONDENSATE RETURN

LOW PRESSURE STEAM (15 PSIG AND BELOW)

MEDIUM PRESSURE STEAM CONDENSATE RETURN

MEDIUM PRESSURE STEAM (16 PSIG THRU 59 PSIG)

VENT LINE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

DRAIN LINE

HOT WATER HEATING RETURN

HPS

HPR

MPS

MPR

LPS

LPR

HWS

HWR

V

CHR

CHS

D

HW

CW

GENERAL PIPING SYMBOLS

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PRESSURE GAGE

THERMOMETER

FLOW ELEMENTFE

PIPE UP

PIPE DOWN

REFRIGERANT SIGHT GLASS

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

AV

MANUAL AIR VENT

MV

VALVE SYMBOLS

BALL VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC BALANCING CONTROL VALVE

PRESSURE SAFETY VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

WYE STRAINER (WITH BALL VALVE & HOSE CONNECTION)

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

CONTROLS SYMBOLS

T ROOM THERMOSTAT/TRANSMITTER - WALL MOUNT

TT TEMPERATURE TRANSMITTER

M ROOM HUMIDISTAT (MOISTURE)/TRANSMITTER - WALL MOUNT

MT MOISTURE (HUMIDITY) TRANSMITTER

PT PRESSURE TRANSMITTER

TT TEMPERATURE TRANSMITTER, AVERAGING ELEMENT

FT FLOW TRANSMITTER

IT CURRENT TRANSMITTER

SPS STATIC PRESSURE SENSOR

SD SMOKE DETECTOR

PDT PRESSURE DIFFERENTIAL TRANSMITTER

MG MAGNEHLIC PRESSURE GAUGE

PDS PRESSURE DIFFERENTIAL SWITCH

A

TEMPERATURE SENSING ELEMENT FOR

TRANSMITTING TEMPERATURE TO EMCS

(PROVIDE 12 INCHES [200mm] MINIMUM

LENGTH IN DUCT WHEN SPACE PERMITS.)

SENSOR WITH AVERAGING ELEMENT TO TRANSMIT

TEMPERATURE…

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