ADD-02 DWGs.pdf

05/31/2023

Page Southerland Page, Inc.

Firm Registration No.15868

05/31/2023

Page Southerland Page, Inc.

Firm Registration No.15868

UP

DN1

83-PP-404

F

F

D

D

16.2

17.1

16.6

MATCHLINE

SEE

F4 83-PP-1B1d

83 - EOI

1/2" DCW

1 1/2" DCW

1/2" DHW

83-PP-403

MG4

MG4

MG4

83-PP-403

PP11

PP12

2"DHW

3"DCW

2"NPW

3"D

CW

2"N

PW

1 1/2"MA 1 1/2"O2

1"O 2 1 1/2"M

V1"M A

1"DHW

1"DCW

1"DHW

1 1/2"DCW

3/4"DHW

3/4"DCW

1 1/2"DCW

3/4"DHW

1 1/2"O2

2"MA

2"MV

1/2"DCW

1/2"DHW

2"DHW

4"DCW

1 1/2"NPW

2"NPW

2 1/2"DCW

1 1/4"DHW

3/4"NPW

2 1/2"DCW

1 1/4"DHW

1"DHWR

3/4"NPW

2 1/2"DCW

1 1/4"DHW

3"DCW

2"DHW

2"NPW

1"DHW

R

1"DHWR

1"D

HWR

1"DHWR

CONTRACTOR TO COORDINATE

WITH LANDSCAPE DRAWINGS

AND MAKE CONNECTIONS AS

REQUIRED TO COMPLETE THE

IRRIGATION SYSTEM

CONTRACTOR TO COORDINATE

WITH LANDSCAPE DRAWINGS

AND MAKE CONNECTIONS AS

REQUIRED TO COMPLETE THE

IRRIGATION SYSTEM

3"D

CW

2"D

HW

2"N

PW

1"D

HWR

1 1/2"M V

1"O

1"M A

1 1/2"M V

1 1/2"O

1 1/2"M A

1 1/2"M V

1 1/2"M A

1 1/2"O

1 1/2"M A

1 1/2"M V

1 1/2"O

3"D

CW

2"D

HW

2"N

PW

1"D

HWR

1"DHWR

3/4"NPW

2"N

PW

3"D

CW1"DHWR

2"D

HW

1"DHWR

2"D

HW

3"D

CW

1"DHWR

2"D

HW

3"D

CW

PP20

PP20

2"NPW

2"D

HW

1"DHWR

3"D

CW

2"

NPW

2"

DHW

1"

DHW

R

3"

DCW

1"DCW

1"DHW

3"

DCW

2"

NPW

2"

DHW

1"

DHW

R

3"

DCW

2"

NPW

2"

DHW

1"

DHW

R

1"M A1 1/2"M

V

1"O2

2" M

A

2" M

V

1 1 /2

"O

PP20

1"DHWR

1"DHW

R

2"DHW

M A

T C

H

LI

N E

S E

E

F

3-

P P

-1 B a

1"NPW

3/4"NPW

83-PP-302

83-PP-301 8

83-PP-303

83-PP-303

83-PP-303

83-PP-301

83-PP-303

83-PP-303

83-PP-303

83-PP-303

83-PP-303

83-PP-303

1 1/2"O2

3/4"NPW

1"DHW

R

1 1/4"DHW

3/4"DHW

1 1/2"DCW

3/4"N P

W1 1/4"D H

W

1"D H

W R1"D

C W

1"D H

W

3/4"D C

W

3/4"D H

W

2" NPW UP

MATCHLIN

E

SEE

F4

83-P P-1

B1d

MATCHLINE

SEE

F4 83-PP-1B1a

KEYED NOTES

DESCRIPTIONNUMBER

D A

T E

S

A M

P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and

Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

KEY PLAN

FULLY SPRINKLERED

(NOT TO SCALE)

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

C

U se rs \b k in m a n \D o c u m e n ts

\3 b P -S

C I- R -C

E N

T R A L b k in m a n R K W

J .r v t

/3

/2

:2 :3

P

M

C:\Users\bkinman\Documents\309070b3P-SCI-R18-CENTRAL_bkinmanR4KWJ.rvt

83-PP-1B1b

CONSTRUCTION

VA-LTSCIF-D

RCM

549-820B

EGH

PLUMBING SYSTEMS - FLOOR PLAN - LEVEL B1 AREA B

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/8" = 1'-0"F4 PLUMBING SYSTEMS - FLOOR PLAN - LEVEL B1 AREA B

BF

C

D

G

A

H

E

0' 16'4' 8' 32'

NORTH

PLAN

MG4 1" AIR, OXYGEN, & VACUUM UP TO ZONE

VALVE BOX ON 1ST FLOOR.

PP11 3/4" & 1" NPW TAPS FOR IRRIGATION

CONTRACTOR TO CONNECT. EACH TAP

PROVIDED WITH BALL DRIP.

PP12 2"NPW LINE FOR MAKE-UP TO FIRE

SUPPLY TANK. DROP INTO TOP OF TANK -

COORDINATE LOCATION WITH FIRE PUMP

EQUIPMENT. INTERLOCK FILL VALVE

WITH FIRE TANK SUPPLY CONTROLS.

PP20 DOMESTIC HOT WATER RECIRCULATION

VALVE SET TO A MINIMUM FLOW RATE OF

5.0 GPM UNO. REFER TO DETAIL.

1 ADDENDUM 1 31 MAY 2023

P

83/31vt

P

83/20vt

P

83/21vt

SAN

SAN

V

V

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SAN

V

V V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

V

S A

N

V

V V

V

SA

N

SA

N

SA

N

SAN

SAN

SAN

4 "FD-B

4 "FD-B

4 "FD-B

4 "FD-B

4 "FD-B

4 "FD-B

4 "FD-B

4 "FD-B

4" FD-F

2" V

4" SAN

4" SAN

4" SAN 4" SAN

4" V

4" SAN

4" SAN

2" SAN

6" SAN

4" SAN

6" SAN

6" SAN

6" SAN

6" SAN

3" SAN

2" SAN

4" SAN

2" SAN

3" SAN

2" SAN

2" SAN

2" SAN

2" V

2" V

3" V

3" V

2" V

3" V

3" V

2" V

3" V

3" V

2" V

3" V2" V

2" V

2" V

3" V

3" V

2" V

4" SAN

4" SAN

2" V

2" V

4" V

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

4" SAN

3" V

3" V

3" V

3" V

DOMESTIC WATER

STORAGE TANK VENT

DRAIN BELOW

STORAGE TANK

WATER-PROOFING

REFER TO 83-

PL-1B1b.

DRAIN BELOW

STORAGE TANK

WATER-PROOFING

PROVIDE STAINLESS STEEL

SLEEVE AROUND SANITARY

PIPES ABOVE STORAGE

TANK(S)

OVER FLOW PIT FOR

DRAINAGE BELOW TANK

WATER-PROOFING

OVER FLOW PIT FOR

DRAINAGE BELOW TANK

WATER-PROOFING

8" VENT TERMINAL FOR

DOMESTIC WATER STORAGE TANK. PROVIDE MAX.

NO. 25 STAINLESS STEEL MESH FOR INSECT & BIRD

SCREENING. EXTEND MESH MIN. 6" BELOW VENT

AND TERMINATE 12" AFR.

V V

8" V

8" V

8" V

V

V

4" V

SAN

4" SAN

V

4" V

V

4" V

SAN

4" SAN

3"V

2"SAN

4"SAN

4"SAN

4"SAN

2"V

3"SAN

3"SAN

2"SAN

4"SAN

2"V 2"V

4"SAN

4"SAN

2"V

4"SAN

6"SAN

4"SAN

6"SAN

2"V

2"V

4"V

4"SAN

2"SAN

4"V

8"V

4"V 8"V

4"SAN

4"SAN

4"SAN

4"SAN

4"SAN

4" S

A N

2" V

4"SSPD

2"V

2"V

2" S

A N

2"V

2"SAN

2"SAN

3"SAN

4"SAN

2"SAN

4"SAN

4"SAN

4"SAN

4"SAN

2"V

4"SAN

P-505

P-524

P-101

P-418

P-524

P-505

P-418

P-101

P-502

P-505

P-418 P-528

P-528

P-528

P-418

P-101

P-524

P-502

83-ESP-3

4" SSPD

4" SSPD

4" SSPD4" SSPD

4 "FD-B

OIL INTERCEPTOR RE.

DETAIL 4/83-PP-403

4" SAN

4" SSPD

4" SSPD

D A

A M

P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and

Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

FULLY SPRINKLERED

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

C

U se rs \b k in m a n \D o c u m e n ts

\3 b P -S

C I- R -C

E N

T R A L b k in m a n R K W

J .r v t

/2

/2

:2 :3

A

M

C:\Users\bkinman\Documents\309070b3P-SCI-R18-CENTRAL_bkinmanR4KWJ.rvt

83-PL-202

CONSTRUCTION

VA-LTSCIF-D

RCM

549-820B

EGH

PLUMBING WASTE, DRAIN AND VENT - ISOMETRICS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE:F4 SANITARY RISER - AREA B

1 ADDENDUM 2 31 MAY 2023

bkinman Snapshot

83-PP-404

D.8

D.9

E.4

E.5

E.6

E.8

F.1

D.4

16.6

83-PP-404

83-PP-404

83-PP-403

4" V

2" V

6"SSD

4"SAN

4"

SAN

6"SSD

"S

W

6"

SAN

"S

W

6"

SAN

6"SAN

2"SAN

4"SSD

2"

SAN

2"

SAN

4"SSD

4"SAN

Sump Pit

Sump Pit

6"SW

4"V

6"

SAN

6"

SAN

6"SW

4"SAN

4" S

A N

4"SAN

Sump Pit

Sump Pit

4"SAN

4"SW

4"SAN

6"

SW

4"

SA

N

4"

SA

N

6"

SW

4"SAN

8" V

4"

SAN

2"V

4" V

6"SW

4"V

"S

W

8" V

4"V

4"V 4" V

4" V

4"SAN

4"SAN

FUEL OIL TANK

4"SAN

PROVIDE WATER-TIGHT SLEEVE A MIN. OF 2

PIPE SIZES LARGER FOR SANITARY LINES

ABOVE DCW TANK.

NC

REFER TO ARCHITECTURAL DWGS, F1/83-A-315

AND F7/83-AS-502 FOR ADDITIONAL INFO AT

TUNNEL AND PERIMETER DRAIN SYSTEM

6" SW

4" SSD UP

2" V DN

4" SW UP

2" V UP

6" SSD DN

4" SSD UP

6" SSD DN

4" SAN UP

4" SAN UP

4" FD-J

4" FD-J

4"

SSPD

4"

SSPD

100 GALLON OIL

INTERCEPTOR RE.

DETAIL 4/83-PP-403.

D A

A M

P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and

Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

FULLY SPRINKLERED

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

C

U se rs \b k in m a n \D o c u m e n ts

\3 b P -S

C I- R -C

E N

T R A L b k in m a n R K W

J .r v t

/2

/2

:3 :1

A

M

C:\Users\bkinman\Documents\309070b3P-SCI-R18-CENTRAL_bkinmanR4KWJ.rvt

83-PP-201

CONSTRUCTION

VA-LTSCIF-D

Checker

549-820B

Author

PLUMBING - ENLARGED PLANS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/4" = 1'-0"1 83-PL-1B2b ENLARGED PLAN - LEVEL B2

1 ADDENDUM 2 31 MAY 2023

4" MIN

NOTE:

1. SUPPORT PIPING 6" AND LARGER TO PREVENT HORIZONTAL MOVEMENT OF JOINTS IN ACCORDANCE WITH CISPI STANDARD 310. ABOVE

DETAILS SHOW SOME EXAMPLES OF SUPPORTING PIPING. NOTE THAT NOT ALL ARRANGEMENTS NECESSARY TO ACCOMPLISH THE WORK ARE

SHOWN. CONTRACTOR SHALL SUPPORT PIPING AT OTHER CONDITIONS SIMILAR TO ABOVE. ALL DETAILS SHALL BE SUBMITTED FOR APPROVAL

PRIOR TO WORK.

2. CONTRACTOR SHALL ENSURE THAT ALL SUPPORT ATTACHMENT METHODS CAN SUPPORT THE MAXIMUM ENCOUNTERED THRUST FROM

HYDROSTATIC LOADS.

HUBLESS PIPE SUPPORT FOR CONCRETE STRUCTURE

SCALE: NOT TO SCALE

SECTION: SUPPORT @ BEAM

SECTION: SUPPORT @ BEAM

SECTION: SUPPORT @ JOIST

SECTION: SUPPORT @ COLUMN

SECTION: SUPPORT @ COLUMN

SECTION: SUPPORT @ COLUMN

PLAN: SUPPORT @ JOIST OR BEAM

5 6

71 RISER CLAMP

2 HANGER ROD

3 HEAVY DUTY DOUBLE BOLT PIPE CLAMP

4 STEEL BRACKET

5 CONCRETE INSERTS OR DRILLED IN ANCHORS

6 CONCRETE ATTACHMENT PLATE

7 JOIST OR BEAM

NOTES:

DETAIL KEY

2" OR AS HIGH

AS POSSIBLE

SANITARY STACK

& VENT CONNECTIONS

SCALE: NOT TO SCALE

PIPE SUPPORT, TYP.

CAPPED VENT

VENT STACK

SANITARY WASTE

STACK

TYPICAL FLOOR

CAPPED SANITARY

WASTE

CEILING

3" OR AS LOW AS POSSIBLE

BOTTOM OF STRUCTURE

30°

STORM DRAIN DOWNSPOUT NOZZLE

SCALE: NOT TO SCALE

EXTERIOR WALL

1"X 1_8" S.S. WALL FLANGE

S.S.

DOWNSPOUT

NOZZLE

CONCRETE SPLASH

BLOCK. REFER TO

ARCHITECTURAL.

STORM RISER

PIPE SLEEVE THROUGH

EXTERIOR WALL

TIGHTLY PACKED

BACKING MATERIAL.

PIPE THROUGH WALL

CAULK WEATHER TIGHT

ROUTE PIPE AS LOW

AS POSSIBLE. PROVIDE

BLOCKING AND SUPPORT

CENTER NOZZLE IN

METAL PANELS

NOTE:

1. COORDINATE LOCATION WITH ARCHITECT, LANDSCAPE ARCHITECT AND CIVIL ENGINEER.

2. COORDINATE WALL PENETRATION CONSTRUCTION WITH ARCHITECT.

DOWNSPOUT FABRICATION:

1. MATERIAL: STAINLESS STEEL PIPE WELDED 360 ANNULARLY TO WALL FLANGE WITH

MINIMUM DISCOLORATION FROM WELDING.

2. SUBMIT TO SAMPLE TO ARCHITECT PRIOR TO FABRICATION OF ANY NOZZLES FOR

INSTALLATION.

1" LONG S.S. WELD BEAD AT PIPE CENTER

4" FROM EDGE TO SERVE AS A DRIP.

DD

ROOF

POST HYDRANT

UNDERDECK CLAMP

3/4" CW

DRAIN LINE. ROUTE TO

NEAREST INDIRECT WASTE.

SELF DRAINING ROOF POST HYDRANT

SCALE: NOT TO SCALE

WOODFORD MODEL #RHY2-MS

1/2"

PIPE PENETRATION THRU RATED WALL

SCALE: NO SCALE

IN

S

U

LA

T E

D P

IP

E

T H

R O

U G

H W

A

LL

B A

R E

P

IP

E T

H R

O U

G H

W

A

LL

FIRE RATED WALL

SCHEDULE 40 STEEL

SLEEVE

MINERAL WOOL BACKING

PIPE INSULATION

FIRE STOP SEALANT

PIPE PENETRATION THRU EXT. WALL

SCALE: NO SCALE

IN

S

U

LA

T E

D P

IP

E

T H

R O

U G

H W

A

LL

B A

R E

P

IP

E T

H R

O U

G H

W

A

LL

WALL FLANGE.

PROVIDE

INTERIOR WALL

FLANGE

WHEN EXPOSED

SCHEDULE 40 STEEL SLEEVE

TIGHTLY PACKED

BACKING MATERIAL

PIPE INSULATION

CAULK WEATHER TIGHT

UTILITY ENTRANCE

SCALE: NO SCALE

BLIND FLANGE

REFER TO THRUST BLOCK DETAIL

L3X3X5/16 X6"

WELDED TO OUTSIDE

OF SLEEVE (TWO

SIDES)

SCHEDULE 40 STEEL

PIPE SLEEVE

L3X3X5/16 X3" WELDED

TO TOP OF SLEEVE AND

DRILLED FOR TIE RODS

(TYP. 2)

CONCRETE FLOOR

SLAB

MINIMUM 3/4"

TIE RODS

NOTES:

1. RODS, CLAMPS, BOLTS, WASHERS, STRAPS, ETC. SHALL CONFORM TO NFPA 24.

2. MINIMIZE THE LENGTH OF PIPING UNDER THE STRUCTURE.

3. CAST PIPE SLEEVE INTO STRUCTURE. COORDINATE SLEEVE INSTALLATION WITH

STRUCTURAL ENGINEER.

4. PROVIDE BURIAL DEPTH TO TOP OF PIPE AS PER NFPA 24 OR MINIMUM 36".

5. SEAL SPACE BETWEEN SLEEVE AND PIPE WATERTIGHT.

6. PROVIDE BLIND FLANGE FOR INSTALLATION OF UNDERGROUND PIPING. REMOVE END

PLATE TO CONTINUE PIPING INSTALLATION.

STRAP CLAMP

3" MIN.

MECHANICAL JOINT

12"

MIN.

PUSH-ON OR

MECHANICAL JOINT

9.8

5.7

18.2

10.6

12.9

7.5

8"

6"

45° BEND90° BENDTEE & END

b

MINIMUM THRUST BLOCK BEARING AREA, A(b) = bxh [SQ FT]

NOMINAL PIPE SIZE[IN]

BEARING THRUST BLOCK

SCALE: NOT TO SCALE

14.827.419.410" b b

UNDISTURBED

EARTH

THRUST BLOCK

0°

90°

90° ELBOW 45° ELBOW

135°

TEE & END

18" MIN.

NOTE:

1. BEARING AREA: A(b) = WIDTH X HEIGHT = bxh. SQUARE CONFIGURATION PREFERRED

HOWEVER RECTANGULAR ACCEPTABLE IF b 2h. WHERE ADEQUATE BEARING CAN NOT BE

OBTAINED PROVIDE TIE RODS IN LIEU OF THRUST BLOCK.

2. THRUST BLOCK TO BEAR ON UNDISTURBED EARTH. OTHERWISE, PROVIDE FILL

BETWEEN BEARING THRUST BLOCK AND UNDISTURBED EARTH. COMPACT FILL TO AT

LEAST 90% STANDARD PROCTOR DENSITY AND INCREASE BEARING AREA BY A

FACTOR OF 1.5.

3. MINUMUM THRUST BLOCK ANGLE INDICATED ABOVE.

4. TAKE CARE IN PLACING CONCRETE SO THAT PIPE AND FITTINGS ARE NOT ENCASED.

5. VERIFY SOIL BEARING STRENGTH WITH SOILS ENGINEER.

6. THRUST BLOCK MATERIAL: 3,000 PSI CONCRETE AT 28 DAYS.

7. REFER TO NFPA 24, ANNEX A.10.8.2 FOR ADDITIONAL DESIGN REQUIREMENTS.

RESTROOM TRAP PRIMER ALTERNATIVES

SCALE: NO SCALE

WATER SAVER TRAP

PRIMER

CONNECTION

NOTE:

1. REFER TO TRAP PRIMER DETAIL FOR

ADDITIONAL INFORMATION.

2. PROVIDE ESCUTCHEON PLATE AT WALL

PENETRATION.

3. DISTANCE "A" BELOW CRITICAL LINE:

PER MANUFACTURER'S INSTRUCTION AND

CODE REQUIRED MINIMUM.

WATER

CLOSET

FLUSH VALVE

FLUSH VALVE

HANDLE

TO FLOOR

DRAIN

CRITICAL LINE

DISTANCE "A"

WATER HAMMER ARRESTER SCHEDULE

12-32

A

1-11 61-11333-60

CB D E

114-154

F

155-330

WATER HAMMER ARRESTER (PDI SYMBOL)

TYP. BRANCH LINE

SUPPLY RISER

FIXTURE

UNIT RATING

PDI SYMBOL

WATER HAMMER ARRESTER

SCALE: NOT TO SCALE

NOTE:

1. INSTALL WATER HAMMER ARRESTERS AT THE END OF BRANCH LINE BETWEEN THE

LAST TWO FIXTURES SERVED.

2. ONE WATER HAMMER ARRESTER PER 20' LINE, AND ANOTHER FOR BRANCHES OVER

20' IN LENGTH.

3. THE SUM OF FIXTURE UNIT RATING FOR BOTH ARRESTERS SERVING A BRANCH OVER

20' IN LENGTH SHALL BE EQUAL TO OR GREATER THAN THE DEMAND OF THE ENTIRE

BRANCH.

4. FOR LONG RUNS SERVING SINGLE FIXTURE OR EQUIPMENT, SIZE WATER HAMMER

ARRESTER PER PDI STANDARD 201 TABLE IV.

5. PROVIDE STAINLESS STEEL ACCESS PANEL WHERE NOT ACCESSIBLE.

6. REFER TO APPLICABLE PLUMBING CODE FOR FIXTURE UNITS VALUES.

7. PROVIDE ISOLATION VALVE TO LARGE WATER HAMMER ARRESTER.

WHA-X

WHA-X

NOTE:

1. HUB DRAIN MAY BE WET-VENTED THROUGH SINK/LAVATORY STACK AS ALLOWED BY CODE.

2. PROVIDE TRAP PRIMER AND CONNECT IT TO WATER SUPPLY SERVING SINK/LAVATORY.

3. PROVIDE MINIMUM 1" AIR GAP AT ALL INDIRECT WASTES INTO HUB DRAIN.

4. COORDINATE LOCATION WITH ARCHITECT, CABINET MANUFACTURER AND WITH ANY

ADA CLEARANCE REQUIREMENTS.

5. HUB DRAIN MAY BE INSTALLED AS HIGH AS POSSIBLE AS LONG AS IT IS VISIBLE.

6. HUB DRAIN MAY BE ROTATED TO BE PARALLEL WITH WALL.

UNDERCOUNTER HUB DRAIN

SCALE: NO SCALE

CABINET

P-TRAP FOR

SINK/LAVATORY

2" HUB DRAIN FOR

INDIRECT WASTE

WATER SUPPLY

SERVING SINK/LAVATORY

FILE: BFP

UNDERCOUNTER-005.DWG

UPDATED: 6/2/2007

IT IS CRUCIAL TO

COORDINATE CABINET

CONFIGURATION

WITH ARCHITECT

1"

1"

NOTE:

1. CLEARANCES LISTED ABOVE ARE MINIMUM REQUIREMENTS. PROVIDE SUFFICIENT CLEARANCE FOR

MAINTENANCE AND INSPECTION. REFER TO AHJ AND BFP MANUFACTUER FOR ADDITIONAL

REQUIREMENTS.

2. SERVICE AND NON-SERVICE SIDES OF THE BFP CANNOT BE UBSTRUCTED BY PERMANENT ELEMENTS (IE. SINK, P-TRAP, GARBAGE DISPOSAL). A REMOVABLE PANEL IS ALLOWED. LABEL PANEL "BACKFLOW

PREVENTER ACCESS PANEL".

3. AVOID ROUTING PIPING THROUGH COUNTERTOP. ROUTE PIPING DOWNSTREAM OF BFP BACK INTO WALL

TOEQUIPMENT. PROVIDE ESCUTCHEON PLATE AT ALL WALL PENETRATIONS.

4. COORDINATE INSTALLATION WITH ARCHITECT AND CABINET MANUFACTURER PRIOR TO CONSTRUCTION.

WHERE MODIFYING THE CABINET IS NOT PRACTICAL, COORDINATE WITH ENGINEER FOR ALTERNATE INSTALLATION.

5. FOR HUB DRAIN, PROVIDE AS MUCH HEIGHT ON NECK AS POSSIBLE. P-TRAP MAY EXTEND BELOW CABINET BASE.

SEAL AROUND ANY PENETRATIONS THROUGH CABINET BASE.

6. REFER TO BACKFLOW PREVENTER DETAIL.

7. REFER TO UNDERCOUNTER HUB DRAIN DETAIL.

BACKFLOW PREVENTER UNDERCOUNTER

SCALE: NOT TO SCALE

UNUBSTRUCTED

SPACE WITHIN

CABINET

12" ABOVE

X 6" DEEP

CLEAR

12" AFF MINIMUM

TO BOTTOM OF

BFP

P-TRAP BELOW

CABINET BASE

AS NEEDED

PROVIDE CLEARANCES ON

SERVICE AND NON-

SERVICES

SIDES OF BFP

2" AIR GAP

BFP

UNUBSTRUCTED SPACE

WITHIN CABINET

SUPPORT BFP FROM

CABINET WALL

BFP UNDERCOUNTER

MINIMUM 24" WIDE

ACCESS TO BFP

12" DEEP MINIMUM

2x3 INCREASER

CENTERED

BELOW

BFP DRAIN

PLAN

SECTION

SECTION

EXTEND HUB

DRAIN NECK

6" MIN.

NOTE:

1. GRADE CLEANOUT COVER: HEAVY DUTY GALVANIZED CAST IRON TOP IN DRIVEWAY,

ROADWAY AND FINISH GRADE AREAS.

2. AT FINISH GRADE AREAS WITHOUT CONCRETE TOPPING, SET GRADE CLEANOUT

HOUSING IN 24"X24" OR 24"∅ BY 6" MINIMUM THICK CONCRETE COLLAR WITH #4 REBAR

ALL AROUND. SET FLUSH WITH GRADE.

GRADE CLEANOUT

SCALE: NOT TO SCALE

GRADE CLEANOUT COVER CONCRETE TOPPING

CLEANOUT HOUSING

MAINTAIN GAP BETWEEN

CONCRETE AND RISER

THREADED BRONZE

CLEANOUT PLUG

GASKET JOINT

DRAIN LINE WYE

DRAIN LINE BELOW

GRADE. SIZED AS

SHOWN ON

DRAWINGS

PIPE RISER TO GRADE

1/2" EXPANSION JOINT

THREADED BRONZE CLEANOUT PLUG

SIDEWALK OR

CONCRETE

PAVEMENT

GRADE CLEANOUT COVER

CONCRETE COLLAR

TURF

PIPE PENETRATION THROUGH FLOOR

SCALE: NO SCALE

RISER CLAMP WITH ALL

THREAD STAND OFF

PIPE INSULATION

SCHEDULE 40

STEEL SLEEVE

FIRE STOP SEALANT

MINERAL

WOOL

BACKING

BARE PIPE

THROUGH

FLOOR

INSULATED PIPE

THROUGH

FLOOR

1" MAX.

NOTE:

1. COORDINATE FINAL LOCATION OF FLOOR AND WALL CLEANOUT WITH ARCHITECT.

2. PROVIDE MINIMUM 12" TO ADJACENT WALLS, CABINETS, DOORS OR OTHER ADJACENT

OBSTRUCTIONS. IN RESTROOMS, COORDINATE LOCATION WITH PARTITIONS AND FIXTURES.

3. FOR WALL CLEANOUT, LOCATE COVER PLATE SO THAT IT IS NOT NECESSARY TO CUT

TILE AT COVED BASE.

4. PROVIDE MINIMUM CLEANOUT SIZE PER SCHEDULE BELOW. FOR WALL CLEANOUTS,

ALSO COORDINATE MINIMUM CLEAR SPACE INSIDE WALL WITH SIZE OF CLEANOUT FITTING.

PIPE SIZE CLEANOUT CLEAR

1 1/2" 2" 3"

2" 2" 3"

2 1/2" 3" 4"

3" 3" 4"

4" & LARGER 4" 5 1/2"

FLOOR AND WALL CLEANOUT

SCALE: NOT TO SCALE

FINISHED WALL

STAINLESS STEEL WALL

CLEANOUT COVER PLATE

SECURING SCREW

CLEANOUT FITTING

COVERED BASE

1/4" MINIMUM

CLEAR

SECTION: SUPPORT @ COLUMN

SECTION: SUPPORT @ COLUMN

SECTION: SUPPORT @ JOIST OR BEAM

SECTION: SUPPORT @ COLUMN

SECTION: SUPPORT @ BEAM

SECTION: SUPPORT @ COLUMN

PLAN: SUPPORT @ JOISTS OR BEAMS

NOTE:

1. SUPPORT PIPING 6" AND LARGER TO PREVENT HORIZONTAL MOVEMENT OF JOINTS IN ACCORDANCE WITH CISPI STANDARD 310. ABOVE

DETAILS SHOW SOME EXAMPLES OF SUPPORTING PIPING. NOTE THAT NOT ALL ARRANGEMENTS NECESSARY TO ACCOMPLISH THE WORK ARE

SHOWN. CONTRACTOR SHALL SUPPORT PIPING AT OTHER CONDITIONS SIMILAR TO ABOVE. ALL DETAILS SHALL BE SUBMITTED FOR APPROVAL

PRIOR TO WORK.

2. CONTRACTOR SHALL ENSURE THAT ALL SUPPORT ATTACHMENT METHODS CAN SUPPORT THE MAXIMUM ENCOUNTERED THRUST FROM

HYDROSTATIC LOADS.

HUBLESS PIPE SUPPORT FOR STEEL STRUCTURE

SCALE: NOT TO SCALE

1 RISER CLAMP

2 HANGER ROD AND HANGER

3 HEAVY DUTY DOUBLE BOLT PIPE CLAMP

4 STEEL BRACKET

5 WELD OR CLAMP TO BEAM/COLUMN

6 STRUCTURAL WELDING LUG

7 JOIST OR BEAM

DETAIL KEY

7 6

7 4

NOTES:

D A

A M

P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and

Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

FULLY SPRINKLERED

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

C

U se rs \b k in m a n \D o c u m e n ts

\3 b P -S

C I- R -C

E N

T R A L b k in m a n R K W

J .r v t

/2

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:3 :1

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C:\Users\bkinman\Documents\309070b3P-SCI-R18-CENTRAL_bkinmanR4KWJ.rvt

83-PP-402

CONSTRUCTION

VA-LTSCIF-D

RCM

549-820B

EGH

PLUMBING - DETAILS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

FLOOR

CEILING

FLOOR

ELEVATOR

HOISTWAY

B

A

FLOW

RATE

(GPM)

PIPE SIZE

(IN)

2.5

"A" "B"

5 3

PIT SIZE

H X W X L

(IN)

30 X 24 X 24

36 X 30 X 30

36 X 36 X 36

W L

H

SUMP PUMP:

MANUFACTURER

[NAME HERE]

[MODEL HERE]

[MODEL HERE]

[MODEL HERE]

28 29

52 7

# OF

ELEV.

CABS

2" A

A

SAN

3" 40

43 44

OIL INTERCEPTOR

NOTES:

1. SUMP PUMP SHALL BE FULLY AUTOMATIC AND SHALL NOT REQUIRE HUMAN INTERVENTION TO OPERATE.

2. REFER TO FLOOR PLANS FOR ROUTING AND ADDITIONAL INFO.

3. ELEVATOR SUMP PUMP, POWER AND LABELING SHALL BE PER THE LATEST VERSION OF ASME A17.1/CSA

B44, THE STATE ELEVATOR LICENSING AND REGULATION AGENCY AND LOCAL AHJ REQUIREMENTS.

4. SUMP PUMP DISCHARGE PIPING: LABEL: "NON-POTABLE WATER. ELEVATOR SUMP PUMP DRAINAGE". FOR

PIPING FROM MULTIPLE ELEVATORS, INDICATE ELEVATOR NUMBER AND/OR LOCATION. REFER TO PLANS

FOR LOCATION OF SAMPLING PORT.

FORCE MAIN: HARD PIPED. TYPE K COPPER PIPE AND FITTINGS. NO PVC ALLOWED. SUPPORT HORIZONTAL AND VERTICAL PIPING 36" MIN. ON CENTER. ROUTE AROUND THE PERIMETER OF HOISTWAY. EXTEND UP ALONG THE SIDE OF THE HOISTWAY LADDER. COORDINATE ROUTING WITH ELEVATOR MANUFACTURER

PRIOR TO CONSTRUCTION.

GRAVITY LINE: SANITARY WASTE PIPING PER SPECIFICATION. ROUTE AS HIGH AS POSSIBLE. RISE TO AN ELEVATION 12" ABOVE THE LOCAL 100 YEAR FLOOD PLAIN MIN. BEFORE DRAINING BY GRAVITY. SLOPE AT

1/4" PER FOOT DOWNSTREAM OF HIGH POINT.

5. SUMP PIT: LOCATE OPPOSITE SIDE OF ELEVATOR SHAFT FROM DOOR. REMOVABLE CAST IRON OR ALUMINUM GRATE (BY STRUCTURE) WITH REINFORCED OPENINGS FOR POWER, CONTROLS, DISCHARGE PIPING, ETC. GRATE MUST BE FLUSH WITH ELEVATOR PIT FLOOR. COORDINATE CONSTRUCTION, LOCATION, PIT SIZE AND GRATING WITH ARCHITECT, ELEVATOR MANUFACTURER AND STRUCTURAL

ENGINEER.

6. SUMP PUMP CONTROL PANEL: METAL ENCLOSURE. REMOTELY LOCATED. CANNOT BE LOCATED IN ELEVATOR SHAFT OR IN ELEVATOR MACHINE ROOM. REFER TO PLAN FOR PROPOSED LOCATION. REFER

TO ELECTRICAL. COORDINATE CABLE LENGTH REQUIREMENTS WITH MANUFACTURER.

7. SUMP PUMP: 40 FT HD MIN OR AS NOTED IN PUMP SCHEDULE. PROVIDE MEANS OF EASILY REMOVING

PUMP.

8. CHECK VALVE: INSTALL UPPER CHECK VALVE AT HIGHEST POINT IN PIPING BEFORE GRAVITY DRAINAGE.

9. HIGH LEVEL ALARM: RED WARNING LIGHT, AUDIBLE ALARM, PUSH-TO-TEST ALARM SWITCH, LOCAL HORN

SILENCE SWITCH/BUTTON. MUST BE READILY VISIBLE AT ALL TIMES. COORDINATE LOCATION WITH ARCHITECT, OWNER AND BUILDING MAINTENANCE. MAY BE INTEGRAL/INCLUDED WITH SUMP PUMP

CONTROL PANEL. BASIS OF DESIGN: HYDROMATIC Q-ALERT XT OR EQUAL.

10. OIL/WATER PROBE: WHERE REQUIRED. NON-OPTICAL BASED SENSOR. MAY BE A COMPONENT OF SUMP

PUMP.

11. POWER: ON SAME POWER TYPE (IE. NORMAL, EMERGENCY, CRITICAL) AS THE ELEVATOR. SUMP PUMP MAY NOT SHARE THE SAME ELECTRICAL CIRCUIT AS ANY OTHER COMPONENTS (IE. CONTROL PANEL, HIGH LEVEL ALARM). REFER TO ELECTRICAL.

DUPLEX OUTLET: GFCI. DEDICATED CIRCUIT. LABEL: "SUMP PUMP ONLY". COORDINATE EXACT LOCATION IN FIELD. LOCATE WITHIN ELEVATOR HOISTWAY PER LOCAL AHJ REQUIREMENTS/RESTRICTIONS.

12. SEAL ALL PIPING PENETRATIONS BELOW GRADE WATERTIGHT. SEAL ALL PIPING PENETRATIONS THROUGH HOISTWAY WALL PER ARCHITECTURAL DRAWINGS OR 2-HOUR FIRE/SMOKE RATING AT MIN..

13. ALL PIPE LABELING PER 2015 UPC 601.3/2015 IPC 608.8

14. PER CITY OF AUSTIN: PROVIDE SAMPLING PORT ON DISCHARGE PIPING FIRST PREFERENCE: WITHIN THE

PROPERTY LINE (SEE KEYED NOTE #5) OR SECOND PREFERENCE: INSIDE (SEE KEYED NOTE #55). REFER

TO TDLR FOR APPROVED LOCATIONS.

15. PER CITY OF TAMPA:

HYDRAULIC ELEVATOR: PROVIDE OIL SENSOR TO TURN OFF PUMP UPON DETECTION OF OIL.

NON-HYDRAULIC ELEVATOR: ROUTE TO OIL INTERCEPTOR.

PREFAB OIL INTERCEPTOR. FLOW RATE: 200

GPM. HOLDING CAPACITY: 265 GAL. MIN..

BASIS OF DESIGN: ZURN Z1188 OR EQUAL.

HOUSEKEEPING PAD.

FLOW RESTRICTOR WHERE REQUIRED BY

INTERCEPTOR MANUFACTURER. SET TO

FLOW RATE TO MATCH INTERCEPTOR FLOW

RATE. PROVIDE VENT IF NEEDED.

2" AIR GAP.

ELEVATOR SUMP PUMP DISCHARGE

SERVING HYDRAULIC ELEVATOR.

ELEVATOR SUMP PUMP DISCHARGE

SERVING NON-HYDRAULIC ELEVATOR.

PROVIDE SUFFICIENT CLEARANCE ABOVE

AND AROUND UNIT FOR MAINTENANCE.

DRAW-OFF CONNECTION. EXTEND CAP MIN.

12" ABOVE INTERCEPTOR.

HIGH LEVEL ALARM FLOAT. SET AT 18" AS

MEASURED ABOVE PIT FLOOR.

HIGH LEVEL ALARM.

OIL SUMP. 10 GAL. HOLDING CAPACITY.

FROM TRAP PRIMER. REFER TO DETAIL.

SINGLE RISER 2-WAY CLEANOUT OR TWO

1-WAY CLEANOUTS.

LIMIT LINE LENGTH BETWEEN SUMP PUMP AND

JUNCTION BOX TO 60" OR PER

MANUFACTURER RECOMMENDATION.

ROUTE CONTROL, FLOAT/ALARM AND

ELECTRICAL WIRING IN SEPARATE 1" MIN.

CONDUITS.

POWER CONNECTION.

OIL/WATER PROBE

FLOATS. MAY BE FLOAT (SINGLE OR MULTIPLE

FLOATS) OR DISCRIMINATING TYPE. PUMP ON

SET AT 12" AND PUMP OFF SET AT 3" BOTH AS

MEASURED ABOVE PIT FLOOR

POWER/CONTROL/ALARM JUNCTION BOX

MOUNTED ON INTERIOR OF HOISTWAY WALL.

COORDINATE LOCATION AND LINE LENGTH PER

MANUFACTURER REQUIREMENTS.

SUMP PUMP CONTROL PANEL.

HOISTWAY WALL RATED PENETRATION.

FORCE MAIN.

GRAVITY PIPING.

REMOVABLE GRATE.

PIPE INCREASER

MAINTENANCE VALVE (LOCKED OPEN) IN

ACCESSIBLE LOCATION. LABEL: "ELEVATOR

SUMP PUMP MAINTENANCE VALVE"

SUMP PUMP PIT.

CHECK VALVE IN ACCESSIBLE LOCATION.

SUMP PUMP.

LEVEL B1

519' - 3"

32.5

LEVEL B1

519' - 2"

3"CV

83-ESP-2

ELEV: 513' - 7"

3"GV

3"SSPD

SUMP PUMP FLOAT

SWITCH

ELEVATOR HOISTWAY

UNION

HIGH WATER ALARM AT

36" ABOVE PIT BOTTOM

UNION

83-ESP-1

3"SSPD

4"SSPD

SUMP PUMP FLOAT

SWITCH

HIGH WATER ALARM AT

36" ABOVE PIT BOTTOM

LOCAL CONTROL PANEL

INTERLOCKED WITH BAS SYSTEM

JUNCTION BOX

ROUTE ALL WIRING IN

1" MINIMUM CONDUIT

3"GV

3"CV

LEVEL B1

519' - 3"

LEVEL B1

519' - 2"

SUMP PUMP FLOAT

SWITCH

HIGH WATER ALARM AT

36" ABOVE PIT BOTTOM

LOCAL CONTROL PANEL

INTERLOCKED WITH

JUNCTION BOX

ROUTE ALL WIRING

IN 1" MIN. CONDUIT

ELEVATOR HOISTWAY

UNION

BEYOND

3"SSPD

4"SSPD

BEYOND

83-ESP-3

3"CV

GENERAL NOTES:

1. SUMP PUMPS SHALL BE FULLY AUTOMATIC AND SHALL NOT REQUIRE HUMAN INTERVENTION.

2. SUMP PUMP IS SIZED AT 100 GPM TO MEET THE STATE MINIMUM REQUIREMENT OF 3000

GALLONS PER HOUR PER ELEVATOR CAR.

3. ESP-3 FLOAT VALVE TO BE SET AT 18" ABOVE THE BOTTOM OF THE ELEVATOR HOISTWAY SUMP.

4. SET HIGH WATER ALARM AT 36" ABOVE THE BOTTOM OF THE ELEVATOR HOISTWAY SUMP.

5. COORDINATE THE FINAL LOCATION OF THE CONTROL PANEL, JUNCTION BOX, CONDUIT AND

PIPING WITH THE ELEVATOR EQUIPMENT CUT SHEETS.

6. REFER TO FLOOR PLAN AND RISER DIAGRAM FOR ADDITIONAL INFORMATION.

7. REFER TO SPECIFICATION SECTION 221436 FOR ADDITIONAL INFORMATION.

3" S

S P

D

LEVEL 01

535' - 3"

LEVEL B1

519' - 3"

17.1 16.6

LEVEL 01

535' - 2"

LEVEL B1

519' - 2"

BYPASS VALVE (NC)

INLET VALVE (NO)

BYPASS VALVE (NC)

RETURN VALVE (NO)

INLET VALVE (NO)

STRAINER

PRESSURE REGULATOR

1" F

O S

1" F

O R

6"FOV

6" F

O V

2" F

O V

ELEVATOR SUMP AND OIL SEPARATOR PIPING DETAIL

SCALE: NO SCALE

D A

A M

P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and

Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

F

IL

E N

A M

E

FULLY SPRINKLERED

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

DWG

C

U se rs \b k in m a n \D o c u m e n ts

\3 b P -S

C I- R -C

E N

T R A L b k in m a n R K W

J .r v t

/2

/2

:3 :1

A

M

C:\Users\bkinman\Documents\309070b3P-SCI-R18-CENTRAL_bkinmanR4KWJ.rvt

83-PP-403

CONSTRUCTION

VA-LTSCIF-D

RCM

549-820B

EGH

PLUMBING - DETAILS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 1/2" = 1'-0"1 SUMP PIT PUMPS AT ELEVATORS P1-P2 &S3-S4

SCALE: 1/2" = 1'-0"2 SUMP PIT PUMP AT ELEVEATORS P5 & P6

SCALE: 1/2" = 1'-0"3 EMERGENCY GENERATOR FUEL OIL SUPPLY AND VENTING DETAIL

LEVEL B1

519' - 3"

LEVEL B2

501' - 3"

SOLENOID VALVES (N+1)

FOR TANK FILL

SHUT-OFF VALVES (N+1)

DOUBLE CHECK BACKFLOW

PREVENTERS (N+1)

83-BP-1

4" MIN THICK HOUSEKEEPING

PAD - COORDINATE DEPTH OF PAD WITH

ANTI-VORTEX PLATE TO MAINTAIN 6" CLEAR

AT PUMP SUCTION

FLOW THROUGH HYDRO PNEUMATIC TANK -

REF: SPECIFICATIONS

4" PUMP SUPPLY BY-PASS

FROM CITY SUPPLY

(NORMALLY CLOSED)

NO

NO NO

NO NO

4" DOMESTIC WATER TANK

FILL - TERMINATE AT 9'-9"

4" DOMESTIC WATER SUPPLY

FROM STREET

4" DCW

4" DCW

4" DCW

4" DCW

4" DCW

4" DCW

4" DCW

EMERGENCY SHUT-OFF

SOLENOID VALVE

DD.6DD.8

NC

DOMESTIC WATER PUMP

SUCTION AT STORAGE TANK

4" OVERFLOW DRAIN

ELEV: 509' - 6"

8"X4"

REDUCER

4"SAN

8" TANK OVER-

PRESSURIZATION VENT TO

PENTHOUSE ROOF

4" DCW 4" DCW

4" DCW

2" V

2" V

4" DCW

NO

4" V

4" SAN

4"SAN

4"SAN

LEVEL B2

501' - 3"

83-PP-404

13 13.6

LEVEL B2

501' - 2"

3"DCW

3"NPW

3" STRAINER

2 1/2" REDUCED PRESSURE

BACKFLOW PREVENTER

4 "FD-B

/2

2"V

2"V

4"SAN

COLUMN

LEVEL B2

501' - 3"

4"V2"V

4"SAN

4"SAN 4" FD-J

" LIQUID LEVEL SENSOR -

SET ALARM LEVEL AT 4"

ABOVE BOTTOM OF

ALARM ENCLOSURE

6" DIAMETER

STAINLESS STEEL

ALARM ENCLOSURE

1/2" FLEXIBLE &

WATERPROOF CONDUIT

WITH WATER-TIGHT

FITTINGS

AIR GAP FITTING

4"X8" INCREASER

"LOOSE" FITTING STAINLESS STEEL

CAP

(ALLOWS WATER TO ESCAPE IF HEAVY

LEAKS ARE PRESENT)

3" DIAMETER CLEAR BOROSILICATE SITE

GLASS, 3/16" THICK WITH NEOPRENE

GASKETS (TOP & BOTTOM) MOUNTED TO CAP

36" DIAMETER PIT - PROVIDE WITH

SOLID TOP AND "HAND-HOLE"

ACCESS OVER ALARM ENCLOSURE

6" OVERFLOW

LEAK DETECTION CONTROL PANEL

WITH LOCAL ALARM INTERLOCKED

WITH BAS SYSTEM

1/2" RIGID CONDUIT ABOVE PIT

6" SLEEVE

LEVEL 02

552' - 9"

LEVEL 02

552' - 8"

1 1/2" STRAINER WITH

MIN. 120 MESH SCREEN

(2) 1/2" BALL VALVE CONTROL

VALVES WITH FLOATING NON-

SPRING RETURN ACTUATORS

FOR 1ST FLOOR ROOF GARDEN

IRRIGATION

(2) 1/2" BALL VALVE CONTROL

VALVES WITH FLOATING NON-

SPRING RETURN ACTUATORS

FOR 2ND FLOOR ROOF GARDEN

IRRIGATION

(1) 3/4" & (1) 1/2" STUB-OUT 4"

ABOVE 2ND LEVEL SLAB WITH AND

BALL DRIPS - CAPPED FOR

IRRIGATION CONTRACTOR

UNION - TYPICAL OF (4)

N P

W N

P W

N P

W

N P

W

N P

W

N P

W

1 1/4" BALL VALVE FOR SHUT-OFF

1"NPW

3/4"NPW

D A

A M

P

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070 Revisions Date

ARCHITECT/ENGINEERS: Office of

Construction and

Facilities

Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

FILE NAME

Project Abbreviation

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B

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FULLY SPRINKLERED

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

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CONSTRUCTION

VA-LTSCIF-D

RCM

549-820B

EGH

PLUMBING - DETAILS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

SCALE: 3/8" = 1'-0"1 DOMESTIC WATER PUMPS & TANK FILL DETAIL

SCALE: 3/8" = 1'-0"2 NON-POTABLE BACKFLOW PREVENTER DETAIL

SCALE: 1/2" = 1'-0"5 OVER-FLOW PIT DETAIL

SCALE: 1/2" = 1'-0"4 LEVEL 2 IRRIGATION CONTROL DETAIL

SCALE: 1/2" = 1'-0"3 SECTION AT DOWNSPOUT

1 ADDENDUM 1 17 MAY 2023

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions Date

ARCHITECT/ENGINEERS:

Office of

Construction and Facilities

Management o n e e i g h t h i n c h o n e f o o t 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 i g 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

97 8654321

FILE NAME

Project Abbreviation

F

E

D

C

B

A

Page Southerland Page, LLP.

1800 Main Street Suite 123

Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC /

International Affiliate Offices

214 522 3900

214 522 4380

CONSTRUCTION FULLY SPRINKLERED

VA-LTSCIF-D

549-820B

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

F I L E

N

A M

E

D A

T E

S T

A M

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83-E-002

LIGHTING FIXTURE SCHEDULE

WH DR1 ADDENDUM 2 31 MAY 2023

FIRM

#15868

31MAY2023