Attachment 18 - Supplemental Drawings - PLB.pdf

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

7370 Cabot Court, Ste. 103 Melbourne, FL 32940

COA #15 TLC NO:

Phone: 321-636-0274

Fax: 321-639-8986 www.tlc-engineers.com

Copyright 2021 TLC Engineering Solutions, Inc.c

P.O. Box 1296, Winter Park, FL 32790 Tel 407.467.8833 - Fax 407.926.0701 o n e e ig h t h i n c h o n e f o o t 16

B

A

C

D

E

F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e ig h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

VA FORM 08−6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

1 2 3 4 5 6 87 9

MALCOM RANDAL VA HOSPITAL

ADMINISTRATION BUILDING

VAWPBMC PLANNING AND ENGINEERING

IF THIS DRAWING IS LESS THAN 30" X

42" IT IS A REDUCED SIZE DRAWING

CONSTRUCTION DOCUMENTS

FLGAINESVILLE

BLDG #

573-360

JAHBKG

PLUMBING SCHEDULES

518056 06/18/2021

JAMES T. WAMSLEY, P.E.

Florida License #50343

06/18/2021

P601 # Revisions: Date:

1 ADDENDUM 1 10/18/21

UP

4" S

4" S

10" STORM SEWER 750 GPM

(APPROX I.E.=-4' B.F.F.)

SEE SITE CIVIL PLANS

6" SANITARY SEWER 264 D.F.U.

(APPROX I.E.=-3.5' B.F.F.)

CONN. TO LIFT STATION SEE SITE CIVIL PLANS

4" WASTE UP

6" ST

4" WASTE UP

4" WASTE UP TO WCO

4" WASTE UP

4" WASTE UP

6" WASTE UP TO ECO

(COORD TO AVOID

ENTRANCE WAY)

6" STORM UP TO ECO

3" ST UP FROM SUMP PUMP

(100 GPM)SEE DETAIL 8/P501

2" WASTE UP

TRAP PRIMER SEE

DETAIL 5/P501

4" WASTE UP

3" TRAPPED WASTE UP TO F.D.

2" STORM UP TO GOOSENECK

I.D.(50 GPM) TO HUB DRAIN

3" TRAPPED WASTE UP TO FD-E

W/ TRAP PRIMER SEE DETAIL 6/P501

3" STORM TO DISCHARGE THRU CURB

FACE IN PAVEMENT(100 GPM) NEAR

STORM INLET,SEE SHEET C-101,PROVIDE

BWV ACCESSIBLE IN WALKWAY ADJACENT

TO COLUMN ENCLOSURE

A B C D E

LOBBY

1-100

OFFICE

1-101

MECHANICAL

1-102

CORRIDOR

1-103

WOMEN

1-104

MEN

1-105

HAC ROOM

1-106

PUMP ROOM

1-107

STAIR B

1-108

BREAK ROOM

1-110

WOMEN

1-112

MEN

1-113

TELE/COM

1-115

VESTIBULE

1-114

STAIR A

1-118

RECEIVING

1-117

CORRIDOR

1-116

ELECTRICAL ROOM

1-109

COPIER

1-111

0.9

4" S

4" S

2" WASTE UP

2" VENT UP

2" WASTE UP

TO P-604

6" S

2" VENT UP

2" STORM UP FROM SP-1

SEE DETAIL 8/P501

4" S

4" S

4" S

4" S

2" VENT UP

3" ST

3" DOMESTIC WATER SERVICE

(APPROX I.E.=-1.75' B.F.F.)

SEE SITE CIVIL PLANS SHT. C101

BWV W/ ACCESS @ GRADE

6" C

N D

3" C

N D

3" CONDENSATE HUB

DRAIN SEE DETAIL 7/P501

4" WASTE UP

6" STORM CONDENSATE

(APPROX I.E.=-2.5' B.F.F.)

SEE SITE CIVIL PLANS

6" STORM UP TO ECO

SEE DETAIL 12/P501

3" S

4" S

3" WASTE UP

3" S

DOMESTIC WATER

SERVICE RISER W/ SHUT-

OFF VALVE

FIRE SERVICE RISER

SEE F.P. DRAWINGS

6" STORM UP TO ECO

6" RWL (195 GPM)

6" RWL (248 GPM)

6" RWL(102 GPM)

6" RWL (205 GPM)

10" STORM SEWER 700 GPM

(APPROX I.E.=-4' B.F.F.)

SEE SITE CIVIL PLANS

3" CW

3" CW

10" STORM BWV(IN BOX)

ACCESSIBLE AT GRADE

4" S

4" S

4" S

4" S

2" S

6" STORM BWV(IN BOX)

ACCESSIBLE AT GRADE 6" FIRE SERVICE MAIN

SEE SITE/CIVIL & F.P. DRWGS

2" ST

(pumped)

4" STORM UP TO TD-1

4" STORM UP TO TD-1

4" STORM UP TO TD-1

3" STORM UP TO HD-1(50 GPM)

ACCESSIBLE BWV IN RISER

TRAPPED WASTE UP TO DRAIAIN(ABOVE)

w/TRAP PRIMER

FCO

CLEANOUT AT GRADE

PROVIDE LATERAL TRANSITION BOOT

AND CONNECT TO ARCH. DOWNSPOUT NEAR COLUMN

PROVIDE LATERAL TRANSITION BOOT AND CONNECT

TO ARCH. DOWNSPOUT (TYPICAL)

CLEANOUT AT GRADE

TRAP PRIMER

DRAIN(TYP.)

TRENCH DRAIN TD-1

TRENCH DRAIN TD-1

S

LO

P E

1/

8" /F

T

S

LO

P E

1/

8" /F

T

S

LO

P E

1/

8" /F

T

3" R.P.B.P. SEE DETAIL SHT P001

COORD. W/ F.P. BACKFLOW & CIVIL DRWGS.

6" STORM UP TO ECO

8" ST

8" ST

8" ST

8" ST

8" ST

8" ST8" ST8" ST8" ST8" ST8" ST

C.O.

3" ST

S

LO

P E

1/

8" /F

T S

LO

P

E

1/ 8"

/F T

S

LO

P E

1/

8" /F

T S

LO

P

E

1/ 8"

/F T

S

LO

P E

1/

8" /F

T

SLOPE=1/8"/FT

SLOPE=1/8"/FTSLOPE=1/8"/FTSLOPE=1/8"/FTSLOPE=1/8"/FT

SLOPE=1/8"/FT

SLOPE=1/8"/FT

SLO

PE=1

/8" /F

T

S

LO

P E

1/

8" /F

T

S

LO

P E

1/

8" /F

T

S

LO

P E

1/

8" /F

T

S

LO

P E

1/

8" /F

T S

LO

P

E

1/ 8"

/F T

2" S

T (p um p ed

TRENCH DRAIN TD-1

6" S 6" S

3" CW

3" C

W

SLOPE=1/8"/FT

S

LO

P E

1/

8" /F

T

6" S

T

6" ST

S

LO

P E

1/

8" /F

T

S T

S T

S

LO

P E

1/

8" /F

T S

LO

P

E

1/ 8"

/F T

SLOPE=1/8"/FT

SLOPE=1/8"/FT

SLOPE=1/8"/FT

S T

3" ST UP FROM SUMP PUMP

(100 GPM)SEE DETAIL 8/P501

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

7370 Cabot Court, Ste. 103 Melbourne, FL 32940

COA #15 TLC NO:

Phone: 321-636-0274

Fax: 321-639-8986 www.tlc-engineers.com

Copyright 2021 TLC Engineering Solutions, Inc.c

P.O. Box 1296, Winter Park, FL 32790 Tel 407.467.8833 - Fax 407.926.0701 o n e e ig h t h i n c h o n e f o o t 16

B

A

C

D

E

F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e ig h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

VA FORM 08−6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

1 2 3 4 5 6 87 9

MALCOM RANDAL VA HOSPITAL

ADMINISTRATION BUILDING

VAWPBMC PLANNING AND ENGINEERING

IF THIS DRAWING IS LESS THAN 30" X

42" IT IS A REDUCED SIZE DRAWING

CONSTRUCTION DOCUMENTS

FLGAINESVILLE

BLDG #

573-360

JAHBKG

FIRST FLOOR PLAN - UNDERSLAB

GRAVITY WASTE

518056 06/18/2021

JAMES T. WAMSLEY, P.E.

Florida License #50343

06/18/2021

PP101

1/8" = 1'-0"PP101

1 FIRST FLOOR PLAN - UNDERSLAB GRAVITY WASTE

# Revisions: Date:

1 ADDENDUM 1 10/18/21

UP

UP

P-401 P-401

P-413

P-413

3" C

W (s tr ee t)

3/4" CW

(street)

SHOCK ARRESTER w/

ACCESS SEE DETAIL 10/P501

P-802

30 GAL. ELECT. WATER HTR.

ON SHELF 208V, 1PH, 4500 W

SEE DETAIL 11/P501

ACCUMIX MT005240T 208V, 1 PH 3.6

KW

or EQUAL POINT OF USE WATER HTR.

(BACK TO BACK)SEE DETAIL 4/P501

PRESSURE ACTIVATED

TRAP PRIMER SEE DETAIL

6/P501

P-103(ADA)

P-203

SP-1 SEE 8/P501

SP-1(FUTURE)

P-524

EWH-1/ET-1/CP-1

WALL HYDRANT P-801

A B C D E

LOBBY

1-100

OFFICE

1-101

MECHANICAL

1-102

CORRIDOR

1-103

WOMEN

1-104

MEN

1-105

HAC ROOM

1-106

PUMP ROOM

1-107

STAIR B

1-108

BREAK ROOM

1-110

WOMEN

1-112

MEN

1-113

TELE/COM

1-115

VESTIBULE

1-114

STAIR A

1-118

RECEIVING

1-117

CORRIDOR

1-116

LOADING AREA

ELECTRICAL ROOM

1-109

COPIER

1-111

TRENCH DRAIN

FEC

V E

R

IF

Y

ELEVATOR B

FE

FE

FE

FE

FE

ELEVATOR A

CCU-4

ACC-1

ACC-2

CCU-3

T

M

C C

U -5

CCU-6

8 8

VERIFY

VERIFY

VERIFY

SEE SITE PLAN FOR CONT.

0.9

P-413

P-103

WALL HYDRANT P-801

2" C.W. UP & DN(FLOORS 1-2)

w/ ACCESS ABOVE CEILING

ON FIRST FLOOR

2" CW

3" C

W (s tr ee t)

P-604

GREY WATER TRAP PRIMER

SEE DETAIL 5/P501

BOOSTER PUMP

SUCTION(FUTURE)

BOOSTER PUMP

DISCHARGE(FUTURE

3/ 4"

H W

1/ 2"

H W

R

BUILDING DOMESTIC

WATER SERVICE W/ VALVE

3/4" CW

3/4" HW

1/2" HW

SHOCK ARRESTER w/

ACCESS SEE DETAIL 10 SHT.

P501 FUTURE DOMESTIC

BOOSTER PUMP

WALL HYDRANT P-801

WALL HYDRANT P-801

WALL HYDRANT P-801

WALL HYDRANT P-801

GREY WATER TRAP PRIMER

SEE DETAIL 5/P501

3/ 4"

C W

3/4" CW

3" CW

(street)

1" CW

(street)

3/4" CW

3/ 4"

C W

P-103(ADA)

P-103(ADA)

P-103(ADA)

DBL. CK BACKFLOW PREV.

PROVIDE 1/4" VALVED CONN.

TO CRAC UNIT-SEE HVAC FOR EQ..

1/2" HWR

1/2" CW

3/4" SOFT COPPER I.W. OUT THRU

WALL 6 " A.F.G.TO SPILL ON GRADE

2" C.W. VALVED & CAPPED

FOR FUTURE EXTENSION

3" C

W (s tr ee t)

3/4" CW

2" C

W

2" C

W (s tr ee t)

3" CW

(street)

3" C

W (s tr ee t)

3" CW

(street)

P-502

3/ 4"

C W

2" CW

SOV 1ST FLR

ON VERTICAL

RISER SOV's

3" CW

2 1/2" CW

2" CW

1/2" CW

1/2" HW

1/2" HWR

PWH-11

P-103(ADA) P-103(ADA)

P-401 P-401

P-413

P-103(ADA)

P-413

P-203

FD-E

SP-1 SUMP PUMP

4" WASTE UP/DN

4" WASTE DN

4" WASTE UP/DN

FD-C

3" TRAPPED WASTE

UP TO

DRAIN(ABOVE)

GREY WATER TRAP

PRIMER SEE DETAIL

5/P501

A B C D E

LOBBY

1-100

OFFICE

1-101

MECHANICAL

1-102

CORRIDOR

1-103

WOMEN

1-104

MEN

1-105

HAC ROOM

1-106

PUMP ROOM

1-107

STAIR B

1-108

BREAK ROOM

1-110

WOMEN

1-112

MEN

1-113

TELE/COM

1-115

VESTIBULE

1-114

STAIR A

1-118

RECEIVING

1-117

CORRIDOR

1-116

ELECTRICAL ROOM

1-109

COPIER

1-111

0.9

FD-C

SAN-ECO (AVOID ENTRYWAY)

3" UP TO WCO

4" WASTE UP/DN

4" WASTE DN

P-604

3" TRAPPED WASTE

UP

3" VENT UP

3" TRAPPED WASTE

UP TO

DRAIN(ABOVE)

3" V

3" VENT UP FROM BELOW

3" VENT UP TO ABOVE

2" VENT UP TO ABOVE

TRAP PRIMER

DRAIN(TYP.)

BWV ACCESS @ GRADE

3" CND

6" STORM CONDENSATE

RISER UP/DN

3" x 4" CONDENSATE

HUB DRAIN - SEE

DETAIL

7/P501

3" CONDENSATE UP TO

HUB DRAIN(ABOVE)

3" WASTE UP

STM C.O.

COORDINATE TRENCH DRAIN TO

LOW POINT BETWEEN EXIST.

AND NEW PAVEMENT

6" RWL (195 GPM)

6" RWL (248 GPM)

6" RWL (205 GPM)

2" SUMP PUMP DISCH

INDIRECT TO HD

TRAPPED WASTE

UP TO FLOOR

DRAIN(ABOVE) w/

TRAP PRIMER

FCO

3" S

3" V

P-103

P-103(ADA)

3" STORM TO DISCHARGE THRU CURB

FACE ON PAVEMENT(100 GPM)

CLEANOUT @ BASE OF STACK

EXPOSED IN RECEIVING

OFFSET UP TO 2ND FLOOR

FD-C

2" V

BOOT TO TO TRANSITION ARCH. DOWNSPOUTSTORM PIPE

BOOT TO TO TRANSITION ARCH. DOWNSPOUTSTORM PIPE

BOOT TO TO TRANSITION ARCH. DOWNSPOUTSTORM PIPE

BOOT TO TO TRANSITION ARCH. DOWNSPOUTSTORM PIPE

BOOT TO TO TRANSITION ARCH. DOWNSPOUTSTORM PIPE

10" STORM BWV(IN BOX)

ACCESSIBLE AT GRADE

GREY WATER TRAP

ORIMER SEE P501

P-524

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management

7370 Cabot Court, Ste. 103 Melbourne, FL 32940

COA #15 TLC NO:

Phone: 321-636-0274

Fax: 321-639-8986 www.tlc-engineers.com

Copyright 2021 TLC Engineering Solutions, Inc.c

P.O. Box 1296, Winter Park, FL 32790 Tel 407.467.8833 - Fax 407.926.0701 o n e e ig h t h i n c h o n e f o o t 16

B

A

C

D

E

F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e ig h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

VA FORM 08−6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

1 2 3 4 5 6 87 9

MALCOM RANDAL VA HOSPITAL

ADMINISTRATION BUILDING

VAWPBMC PLANNING AND ENGINEERING

IF THIS DRAWING IS LESS THAN 30" X

42" IT IS A REDUCED SIZE DRAWING

CONSTRUCTION DOCUMENTS

FLGAINESVILLE

BLDG #

573-360

JAHBKG

FIRST FLOOR PLAN - PLUMBING

518056 06/18/2021

JAMES T. WAMSLEY, P.E.

Florida License #50343

06/18/2021

PP102

1/8" = 1'-0"PP102

1 FIRST FLOOR PLAN - SUPPLY

1/8" = 1'-0"PP102

2 FIRST FLOOR PLAN - WASTE

# Revisions: Date:

1 ADDENDUM 1 10/18/21