Attachment 17 - PTube Drawings.pdf

ANNOTATIONS

2'-9 3/8" R

36.00°

9'-9"

1'-0" L

10'-0"

BOP

CL

4' -0

" DIMENSIONS ARE TO START/END

OF TUBE RADIUS, TYPICAL

POINT OF CONNECTION

OUTSIDE RADIUS OF

FITTING DIMENSION

(HEEL DIMENSION )

ANGLE OF FITTING

BOTTOM OF PIPE

CENTERLINE OF PIPE

LENGTH OF STRAIGHT PIPE

*TRAVEL PIECE

ALL CURVE

3' -0

* TRAVEL PIECE MAY BE

REMOVED AND ALL CURVE

SET BE USED. SOFTWARE

ADDS MINIMAL TRAVEL

PIECE. IF TRAVEL PIECE IS

REQUIRED, LENGTH TO BE

PROVIDED

CL OF RODSDIMENSIONS TO TUBING IN BLACK

DIMENSION TO HANGER IN COLOR

T O

C L

O F

R O

D S

1 DEGREE = 0.91" FOR HEEL LENGTH BASED OFF 49" CENERLINE OF BEND FOR 6" TUBE

1 DEGREE = 0.89" FOR HEEL LENGTHBASED OFF 49" CENERLINE OF BEND FOR 4" TUBE

1. DIMENSIONS ARE TYPICALLY TO CENTER OF TUBE TO CENTER OF COLUMN LINE, FACE OF CONCRETE, OR

FACE OF CMU WALL.

2. DIMENSIONS TO WALLS ARE TO FINISH FACE AND ARE FOR REFERENCE ONLY, VERIFY LOCATION HASN'T CHANGED IN THE FIELD. ALL DIMENSIONS STRINGS TO BE REFERENCED TO NEAREST COLUMN LINE WITH

COLUMN FOR REFERENCE

3. UNUSED PORTS OF MULTIPORT SIDE OF TU TO BE CLEAR OF ALL OBSTRUCTIONS WITH ADEQUATE SPACE

PROVIDED TO MAKE FUTURE CONNECTIONS

4. ALL BENDS AND OFFSETS ARE SHOWN TO END OF CURVE, START OF STRAIGHT. HUB AND ADDITIONAL

STRAIGHT NOT REPRESENTED

5. ALL BENDS & OFFSETS HAVE A STANDARD CENTERLINE RADIUS OF 50" UNLESS OTHERWISE NOTED. THIS

INCLUDES VERTICAL & HORIZONTAL CHANGES IN DIRECTIONS.

6. DIMENSIONS TO OFFSETS ARE ALWAYS SHOWN TO THE START OF RADIUS.

7. ALL ELEVATIONS ARE TAKEN FROM FINISH FLOOR. IF BENCHMARK IS PROVIDED, IT SHOULD BE UTILIZED.

8. IF A FIELD MODIFICATION IS NEEDED, GET APPROVAL WITH GC OR CONTACT SWISSLOG COORDINATOR.

9. ANY DEVIATION FROM THE PLANS MUST BE NOTED AND PROVIDED BACK TO SWISSLOG FOR FINAL AS-BUILTS.

10. 6" TUBING IS 4.12 LBS/LINEAL FOOT / 4" IS 2.74 LBS/LINEAL FOOT

11. STATIONS TYPICALLY DIMENSIONED TO CENTER OF NIPPLE

12. TRANSFER UNITS TYPICALLY DIMENSIONED TO CENTER OF SINGLE PORT SIDE, FACE OF SINGLE PORT SIDE

13. BLOWERS TYPICALLY DIMENSIONED TO CENTER OF STAND ANCHOR POINT(S)

INSTALLATION NOTES:

WHEN ADDING DRIVE SLEEVE TO

RADIUS END OF PARTIAL , ADDITIONAL

RADIUS MAY BE REQUIRED FOR

MAKEUP OF DRIVE SLEEVE

STATION PLAN NOTES, SYMBOLS & TAGS

SEE PLANS FOR LOCATIONS AND TYPES

# 101

Description Z - 1

6" Recessed Station

N ew

Fu tu re

New, Existing, Future, Demo or Relo

Station Type Station Address

Station Zone

Station Description/Location

POSSIBLE CLEARANCE ARE FOR

RISER LOCATIONS WITHIN STATION

ENCLOSURE IF REQUIRED

RECESSED STATION ULTRA STATION

COUNTER TOP

STATION

WALL MOUNT

STATION

VALET

STATION

INDICATES ACCESS

SIDE OF STATION

RECESSED AND NEXUS

STATIONS ONLY

SUPPLIED TO LEFT SIDE

OF STATION

1. 110V / 3 AMP, 1 PHASE SERVICE REQUIRED FOR STATION, PROVIDED BY OTHERS

2. (2) 110V / 3 AMP, 1 PHASE SERVICE REQUIRED FOR ULTRA STATION, PROVIDED BY OTHERS

3. NETWORK DROP PROVIDED INSIDE EACH STATION HOUSING WITH 3' LOOP TERMINATED WITH RJ45 CONNECTOR, BY OTHERS.

4. STATION ENCLOSURE TO BE CLEAR TO DECK

5. ALL FRAMING TO BE LOCATED CLEAR OF PRV.

6. IF PRV IS OBSTRUCTED, SYSTEM WILL NOT FUNCTION PROPERLY.

7. IF NOT REQUIRED PER RATING, STATION ENCLOSURE WALLS TO BE TERMINATE ABOVE CEILING TO ALLOW ACCESS TO PRV. IF REQUIRED TO

GO TO DECK, ACCESS PANEL REQUIRED ( BY OTHERS).

8. STATION HOUSINGS ARE NOT FIRE RATED. SIDE WALLS AND BACK WALLS CAN BE RATED BUT STATION FRONT WALL CAN NOT BE RATED

D em o

Ex ist in g

R el oc at e

NEXUS STATION

Description

6" Transfer Unit 1x4 Mini

Transfer Unit 1x4

Transfer Unit 1x6

N ew

Ex ist in g

Fu tu re # 101

Z - 1

Transfer Unit Address

Transfer Unit ZoneNew, Existing, Future, Demo or Relo

Transfer Unit Type

Transfer Unit Description/Location

TRANSFER UNITS (TU) NOTES, SYMBOLS & TAGS

SEE PLANS FOR LOCATIONS AND TYPES

Transfer Unit 1x2

1. 110V / 3 AMP, 1 PHASE SERVICE REQUIRED FOR NEW TU, PROVIDED BY OTHERS

2. NETWORK DROP PROVIDED INSIDE EACH TU WITH 6' LOOP TERMINATED WITH RJ45 CONNECTOR, BY OTHERS.

3. UNUSED OPEN PORTS TO BE CLEAR OF OBSTRUCTIONS FOR FUTURE TIE IN

4. SERVICE SIDE OF TU TO BE ACCESSIBLE BY LADDER

SERVICE CLEARANCE

REQUIRED (EITHER SIDE)

ACCESS REQUIRED TO MAKE

CONNECTIONS. OPEN PORTS TO REMAIN

CLEAR FOR FUTURE CONNECTIONS

SERVICE CLEARANCE WHEN

ORIENTED WITH PORTS

VERTICAL ONLY AVAILABLE TO

ONE SIDE

SERVICE CLEARANCE ONLY

AVAILABLE BOTTOM

SERVICE CLEARANCE

(EITHER SIDE)

SERVICE CLEARANCE

(EITHER SIDE)

D em o

R el oc at e

FRONT

ALL SUPPLEMENTAL FRAMING & DRYWALL FOR

STATION IS TO BE INSTALLED AFTER STATION

IS SET IN PLACE & PRV BEND IS INSTALLED.

GC TO NOTCH BOTTOM

TRACK TO FIT STATION LEGS

ALL SUPPLEMENTAL FRAMING &

DRYWALL FOR STATION IS TO BE

INSTALLED AFTER STATION IS SET IN

PLACE & PRV BEND IS INSTALLED.

SIDE STUDS, TOP TRACK, & BOTTOM

TRACK CAN BE INSTALLED PRIOR TO

STATION BEING SET

GWB TO TERMINATE ABOVE CEILING WHERE

NOT REQUIRED FOR WALL RATING TO ALLOW

ACCESS TO PRV. IF GWB REQUIRED, ACCESS

PANEL SUPPLIED AND INSTALLED BY OTHERS

FRAMING

SEE PLAN VIEW DETAIL FOR GWB CLEARANCE

AND STATION HOUSING

LEG SUPPORT CROSS BRACES ARE TO BE

INSTALLED ON OPPOSITE SIDES OF THE LEGS

PLAN VIEW

GWB BETWEEN STATION

LIP AND STUD

STUD

STATION

HOUSING

.5 /8 o n e e ig h th in c h o n e fo o t 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

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

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Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

09/09/2022PLAN SYMBOLS & NOTES EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PT001

678-331

19-103

8-

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SB SELECTIVE BYPASS

SBZ SELECTIVE BYPASS ZONE

SCC SYSTEM CONTROL CENTER

TBD TO BE DETERMINED

TCU TRAFFIC CONTROL UNIT

TEU TRAFFIC ENHANCEMENT UNIT

TU TRANSFER UNIT

UNO UNLESS NOTED OTHERWISE

VBV VACUUM BYPASS VALVE

VIF VERIFY IN FIELD

XPR XPRESS

AFF ABOVE FINISH FLOOR

CAI CARRIER ARRIVAL INDICATOR

CL CENTER LINE

ETR EXISTING TO REMAIN

GWB GYPSUM WALL BOARD

IZ INTERZONE

N/S NURSE STATION

NIC NOT IN CONTRACT

PRV PRESSURE RELIEF VALVE

PTS PNEUMATIC TUBE SYSTEM/STATION

RPI REMOTE PERSONAL INDICATOR

ABBREVIATIONS:

1. SEE PRODUCT SUBMITTALS FOR ADDITIONAL

INFORMATION.

2. ALL PNEUMATIC TUBING, BENDS, & STRAIGHTS, HAVE AN

OUTSIDE DIAMETER OF 4" OR 6".

3. ALL BENDS & OFFSETS HAVE A STANDARD CENTERLINE

RADIUS OF 48-50". THIS INCLUDES VERTICAL &

HORIZONTAL CHANGES IN DIRECTIONS.

4. TRANSFER UNITS MUST HAVE 24" OF CLEARANCE ON ONE

SIDE OF UNIT TO ALLOW FOR MAINTENANCE.

5. BLOWERS MUST HAVE CLEARANCE ON ELEC SIDE OF UNIT

TO ALLOW FOR MAINTENANCE AS WELL AS FRONT OF UNIT

FOR ACCESS TO SHIFTER BOX, REFER TO LOCAL CODES

FOR CLEARANCE REQUIREMENTS

6. SYSTEM CONTROL CENTER (SCC) LOCATION TO BE

PROVIDED BY OWNER/ARCHITECT. POWER AND DATA TO

BE PROVIDED BY OTHERS

7. ARCHITECT TO PROTECT OR PROVIDE CHASE ENCLOSURE

FOR NEW P-TUBE RISER(S) INCLUDING ANY REQUIRED

MODIFICATIONS AND FINISHING WORK, BY OTHERS

GENERAL NOTES:

NETWORKING INFORMATION

1. Every piece of Swisslog equipment requires an ethernet drop. All drops should be landed inside of the equipment and terminated with a RJ-45 jack, by others.

2. Swisslog requires Category 5e or better ethernet cable to be used.

3. A segregated virtual local area network (VLAN) dedicated to the tube system is required to isolate tube system traffic, allow for proper packet handling, and provide reliable system operation.

4. Each device on the network requires a unique IP address provided by the site network administration team. The IT department may provide a range of IP addresses to be used by the Swisslog setup team to address devices or may provide a list of IP addresses assigned to specific ports/closets. The IP address range should consider future expansion and a minimum of two extra IP addresses for troubleshooting purposes.

5. Static IP addressing is currently the only supported method of addressing for Swisslog devices.

6. Maximum round trip network latency cannot exceed 100 miliseconds at any time during system operation.

7. A high-speed internet connection at the primary System Control Center (SCC) is required for software licensing and remote technical support.

8. For more in depth information, please refer to Swisslog’s Network Communications Deployment Guide.

Zone 1

New Work Solid and in Color Zone colors - repeat every 10

FLOOR PLAN LEGEND

Zone 2

Zone 3

Zone 4

Zone 5

Zone 6

Zone 7

Zone8

Zone 9

Zone 10

IZ

SB(Z)

XPR

Existing

Demo

Point of Connection/Tie-In Point

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

Drawing Index

50-PT001 PLAN SYMBOLS & NOTES

50-PT100 RISER DIAGRAMS

50-PTD201 FIRST FLOOR DEMOLITION

50-PT201 FIRST FLOOR PLAN

50-PT300 TUBING & SUPPORT DETAILS

50-PT301 STATION DETAILS

50-PT302 TRANSFER UNIT DETAILS

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SET

BI

D

SE

T

VA FORM 08-6231

Revisions: Date:

BID SET 05/01/2023

EXAM

MEDS

018 3

2ND FLOOR

N/S

042 3

410 411 412 413211

HEMO DIAYLSIS

B 57212

SPD

B 57

030 1

031 0

0IP BLOOD

LAB

B60

WEST 115

B60

EAST

FILE

ROOM

OUTPATIENT

LABORATORY111

OUTPATIENT

PHARMACY

010 1

INPATIENT

PHARMACY

WOMENS

HEALTH CLINIC

MED SUB SPEC/

EYE CLINIC

019 0

SURGICAL

CLINICS

113 GI/CS

016 3

100 0

130 131

020 0

3 023

3 EAST

B 38

HEMO

ONCOLOGY B 2

1 N AGAVE

CLINIC B 2

STEP DOWN

UNIT B 57 214

OR

B 57221

WARD 2 SOUTH

B2 224

ICU

B 38

3 NORTH

B 2

1 S CARD/HEMO/ONC

CLINIC B 2

1 024

AMBULATORY

SURGERY B 57

027 0

029 3

OR

IZ921

IZ221

CORRIDORS CONNECTING

BUILDINGS 38 & 2

CORRIDOR CONNECTING

BUILDINGS 60 & 70CORRIDOR CONNECTING

BUILDINGS 38 & 2

BUILDING

#2

BUILDING

#60

BUILDING

#70

Third

Second

SCCROOM

B102

BUILDING

#80

BUILDING

#50

BUILDING

#38

BUILDING

#57

FirstFirst

Basement

Second

Y

NP NP

LIFE SUPPORT

UNIT

018 3

2ND FLOOR

N/S

042 3

410 411

B60

EAST

FILE

ROOM

OUTPATIENT

LABORATORY111

OUTPATIENT

PHARMACY

010 1

WOMENS

HEALTH CLINIC

MED SUB SPEC/

EYE CLINIC

SURGICAL

CLINICS

016 3

CORRIDOR CONNECTING

BUILDINGS 60 & 70

BUILDING

#60

BUILDING

#80

BUILDING

#50

First

Second

ADD MINI UPS

DEMO AND TURN OVER TO GOVERNMENT

o n e e ig h th in c h o n e fo o t 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

1 2 3 4 5 6 7 8 9

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Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

09/09/2022RISER DIAGRAMS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PT100

678-331

19-103

8-

E X

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SCALE 6" = 1'-0"

Riser Diagram

Electrical & IT Schedule

A dd re ss

Z on e

L ev el

Description A m ps

V ol ta ge

P ha se

Blower Power

E th er ne t

IT Network Information

Blower Controls Motor Power

IT Drop Required Mac Address IP Address Subnet Mask Gateway VLAN Data Closet Cable Identity

IT Drop Installed &

Live

IT Drop Installed

Date P

A

H

Fuse (Class

RK5, Time Delay/V)

Inverse Time

Circuit Breaker

Station Recessed 6"

108 1 L1 3 115 1 ● ●

118 1 L1 3 115 1 ● ●

Transfer Unit 1x4 6"

107 1 L1 3 115 1 ● ●

Equipment Schedule By Type

A dd re ss

L ef t S id e A dd re ss

R ig ht S id e

A dd re ss

Z on e

Description Type L ev

Special Features

E th er ne t

R F

ID

N ex us P an

W ho

T ub e

Station Recessed 6"

108 1 Station Recessed 6" L1 ●

118 1 Station Recessed 6" L1 ●

Transfer Unit 1x4 6"

107 1 Transfer Unit 1x4 6" L1 ●

SCALE 6" = 1'-0"

Riser Diagram Demo

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

R F

ID

Y

S

BP

ZONES:

P Q

HP

NP

RFID

RFID

BP

BP

BP

BP

BP

BP

1X6 TRANSFER UNIT

ULTRA STATION (STANDARD AND RFID)

1X4 TRANSFER UNIT

1X2 TRANSFER UNIT

TRAFFIC ENHANCEMENT UNIT (TEU)

VACUUM BYPASS VALVE

SENSOR RELOCATION KIT

ZONE BLOWER

RECESSED STATION (STANDARD AND RFID)

NON-SWISSLOG EQUIPMENT

PRESSURE RELIEF VALVE (PRV) BEND

WT

INLINE PRESSURE RELIEF VALVE (PRV)

BYPASS (BP), STORAGE (S), VAULT

(V), OR RESOLUTION (R) PIPE

TRANSFER UNIT OPEN PORT

END CAP OR CAPPED TUBE

POINT OF CONNECTION/TIE-IN POINT

REMOTE PERSONAL INDICATOR (RPI)

CARRIER ARRIVAL INDICATOR (CAI)

SYSTEM CONTROL CENTER (SCC)

COMMUNICATION INTERFACE ASSEMBLY

(CIA BOX)

COMM. CABLE TERMINATION BOARD

(SOLID REPRESENTS LINE IN LOCATION)

ETHERNET CONNECTION

DATA DROP REQUIRED, BY OTHERS

RECESSED STATION SECURITY ACCESS DOOR

WHOTUBE FEATURE

RISER DIAGRAM LEGEND

CONTROL CENTER REMOTE ALARM

COMMUNICATION CABLE COUPLER

NEXUS STATION PANEL

COMPACT STATION (STANDARD AND RFID)

HOT BACKUP

AUTODIALER

ALERT MESSAGING

INTERZONE SLIDEGATE

SELECTIVE BYPASS

(MAY BE COMPOSED OF 1X2, 1X4, or 1X6 TRANSFER

UNITS)

TRANSFER UNITQ

REPRESENTS HIGH PRIORITY

"Q" OR "P" REPRESENTS

NON-SWISSLOG EQUIPMENT

HB

NEW WORK

RISER DIAGRAM LINETYPE LEGEND

EXISTING

DEMOLISHED

FUTURE

ABANDONDED

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SETBID SET

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Z - 1

6" Recessed Station

Ex ist in g # 011

Z - 1

6" Transfer Unit 1x4

(1)6"Ø LINE UP TO LEVEL 02

DEMO AND TURN OVER TO GOVERNMENT

N o n e e ig h th in c h o n e fo o t 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

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Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

KEY PLAN

09/09/2022FIRST FLOOR DEMOLITION EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PTD201

678-331

19-103

8-

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Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SETBID SET

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# 108

Z - 1

6" Recessed Station

N ew

# 118

Z - 1

6" Recessed Station

N ew

# 107

Z - 1

6" Transfer Unit 1x4

CLEAN

SUPPLY

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

(FAST

TRACK)

EXAM/

TREATMENT

(FAST

TRACK)

HAC

SECURITY

STATION

RECEPTION

1003 WAITING

AOD

SUPPORT

TRIAGE

TRIAGE

TOILET

(STAFF)

STORAGE-

AOD

PIT

CONSULT

SOILED

UTILITY

EXAM/

TREATMENT

(LOW

ACUITY)

1026D

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

(ISOLATION)

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

OIT

COMM

CLOSET

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

(MENTAL

HEALTH)

EXAM/

TREATMENT

(MENTAL

HEALTH)

STORAGE

TOILET

(MENTAL

HEALTH)

EXAM/

TREATMENT

(MENTAL

HEALTH)

EXAM/

TREATMENT

(MENTAL

HEALTH)

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

EXAM/

TREATMENT

(WOMENS

HEALTH)

TOILET

(PATIENT)

ALCOVE-

IMAGING

C5A

RADIOLOGY

SOILED

UTILITY

CT

CT

CONTROL

PROCEDURE

PROCEDURE

MECHANICAL

(E)

ELECTRICAL

(E)

BIOMED

COMM

CLOSET

(E) 113B

EMS

SUPPORT

EXAM/

TREATMENT

(ISOLATION)

ANTEROOM

ALCOVE-

OMNICELL

MEDS

NURSE

STATION-

NORTH

COLLABORATION

NURSE

STATION-

SOUTH

STORAGE-

EMS

DECONTAMINATION

TOILET

(STAFF)

TOILET

(ISOLATION

PATIENT)

1032A

TOILET

(ISOLATION

PATIENT)

1036A

TOILET

(PATIENT/CHILD)

CLEAN

LINEN

MEDS

VESTIBULE

1V1

EXAM/

TREATMENT

(LOW

ACUITY)

1026A

EXAM/

TREATMENT

(LOW

ACUITY)

1026B

EXAM/

TREATMENT

(LOW

ACUITY)

1026C

EXAM/

TREATMENT

(LOW

ACUITY)

1026E

EXAM/

TREATMENT

(LOW

ACUITY)

1026F

EXAM/

TREATMENT

(LOW

ACUITY)

1026G

ELECTRICAL

CORRIDOR

C2

CORRIDOR

C11

NOURISHMENT

AMBULANCE

VESTIBULE

1V2

STORAGE-

OXYGEN

ALCOVE-

DRINKING

FOUNTAIN

1001C

CORRIDOR

C1

STAIR

SH2-50

CORRIDOR

C9

RADIOLOGY

CONTROL

1046A

WOMENS

RESTROOM

MENS

RESTROOM

VESTIBULE

1V4

OFFICE

OFFICE

TRI-CARE/CHAMPS

OFFICE

SUPPORT

WAITING

ROOM

MEANS

TESTING

CORRIDOR

1C2

CORRIDOR

1C3

STAIR

SH1-50

ELEVATOR

50P2

ELEVATOR

50P1

SEATING

AREA

WAITING

AREA

COFFEE

SHOP

NURSE

STATION-

EAST

TOILET

(PUBLIC)

1001A

TOILET

(PUBLIC)

1001B

ALCOVE

C7A

CORRIDOR

C12

CORRIDOR

C13

CORRIDOR

C14

CORRIDOR

C3

CORRIDOR

C4

CORRIDOR

C5

CORRIDOR

C6

CORRIDOR

C10

CORRIDOR

C7

CORRIDOR

C8

(1)6"Ø LINE UP TO LEVEL 02

Ex ist in g # 011

Z - 1

6" Transfer Unit 1x4

ADD MINI UPS

N o n e e ig h th in c h o n e fo o t 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

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

KEY PLAN

09/09/2022FIRST FLOOR PLAN EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PT201

678-331

19-103

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

0% C

O N

S T

R U

C T

IO

N

D O

C U

M E

N T

S S

U B

M

IS

S

IO

N

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SETBID SET

BI

D

SE

T

VA FORM 08-6231

SET SCREW

WITH LOCKNUT

MINIMUM ROD

INSERTION IS

1/2"

NOTES:

1. SUBSTITUTE BEAM CLAMP WHERE REQUIRED TO

ANCHOR TO BEAMS, IN LIEU OF ANCHORS THROUGH

CONCRETE.

2. SET SCREW MUST BE TIGHTENED ONTO THE SLOPED

SIDE OF THE I-BEAM, CHANNEL OR ANGLE IRON

FLANGE

JOINT INSTALLATION NOTES

• ENSURE TUBING JOINTS ARE STRAIGHT AND PROVIDE A GOOD SEAL. GAPS BETWEEN PIECES OF TUBING INDICATE THE TUBING IS NOT POSITIONED PROPERLY, AND CAN CAUSE THE OTHER END TO BE OUT OF

ALIGNMENT OR CAN CAUSE CARRIERS TO BECOME LODGED.

• ENSURE ALL JOINTS ARE PARALLEL AND COMPLETELY STRAIGHT, AND NO EDGES REMAIN THAT MAY

DAMAGE CARRIERS OR INTERFERE IN ANY WAY WITH CARRIER TRAVEL.

• REMOVE ANY BURRS FROM THE ENDS OF THE TUBING WITH A FILE.

• IF FLARING IS REQUIRED FOR A JOINT, ENSURE THE FLARE IS PREPARED BEFORE THE INSTALLATION.

• DRY-FIT EACH JOINT BEFORE APPLYING ADHESIVES OR TAPE, AND MARK THE POINT WHERE THE JOINT

IS PROPERLY SEATED. IF A BOLTED COUPLING OR DRIVE SLEEVE IS USED, MARK THE LOCATION OF

EITHER END OF THE COUPLING OR SLEEVE TO ENSURE THE JOINT IS PROPERLY CENTERED.

• OBSERVE ALL WARNINGS AND INSTRUCTIONS ON THE ADHESIVE LABEL.

• DO NOT PERMIT EXCESS ADHESIVE TO COLLECT ON THE INSIDE OF THE TUBING (AFTER THE JOINT IS

SECURED)

• AFTER SECURING THE JOINT, USE A GLUE BRUSH TO WIPE AWAY EXCESS ADHESIVE ON THE OUTSIDE

OF THE JOINT.

• GLUE AND TAPE ALL SYSTEM TUBE JOINTS FOR A PROPER AIR SEAL. DO NOT GLUE JOINTS WHERE

TUBING MEETS EQUIPMENT. ALL EQUIPMENT MUST BE ATTACHED WITH A BOLTED COUPLING TO

ENSURE IT IS REMOVABLE FOR SERVICE.

• ENSURE TUBING REMAINS FREE OF ALL OBSTRUCTIONS. CHECK TUBING OR DEBRIS BEFORE MAKING

FINAL CONNECTIONS.

• USE METALLIZED TAPE TO HOLD JOINTS TOGETHER WHILE THE ADHESIVE CURES.

• WARNING: NEVER USE HEAT TO RELEASE ADHESIVES. HEATING ADHESIVES MAY EMIT TOXIC FUMES.

ONLY USE ADHESIVE REMOVAL METHODS APPROVED BY THE ADHESIVE MANUFACTURER.

STRAIGHT

END OF

TUBE

BELL

END OF

TUBE

SEE NOTES FOR

JOINT

REQUIREMENTS

48"-50"

RADIUS

4" TUBING IS USED FOR AIR

LINE PIPING

6" 90° ELBOW6" 45° ELBOW

6" INLINE TEE

6" 90° BEND (58 1136 01)

(36.70 LBS)

4" STRAIGHT TUBE (27.40 LBS)

6" STRAIGHT TUBE (41.20 LBS)

6" 50" SHOWN

120" TYPICAL

4" 6"

13 1/2"

6"

6"

3/ 4"

6"

9"

5"

5"

6"

45°

1/

2"

/2

16 1/2"

4" 90° BEND (58 1135 01)

24.48 LBS

69 15/16" MAX 6" (69 1/116"

MAX 4")

/2

M A

X

(6

1/

4" M

X

4"

45° AIR LINE

ELBOW

7"

4" INLINE TEE

3/

8"

7 3/4"

ALL TUBING 16 GAUGE GALVANIZED STEEL

16 GAUGE GALVANIZED STEEL (POST FORMED WALL

THICKNESS OF .062 NOMINAL) AND MEETING ASTM A

653 COATING DESIGNATION G90 OR G60. MATERIAL

TO HAVE A ROCKWELL HARDNESS OF B45 MINIMUM

AFTER FORMING AND WELDING

6 3/4"

6"/4" INLINE TEE

12"

4"

6" 9"

12"8"

3/

8"

6"

4"

9"

7"

90° AIR LINE

ELBOW

/1 6"

3 1 1/

4" DRIVE SLEEVE

6" DRIVE SLEEVE

6"

5"

6"Ø PTUBE6"Ø PTUBE

4"Ø PTUBE4"Ø PTUBE

6X4 REDUCER

5"

4"Ø6"Ø

STRAIGHT HUB

/2

9"

1/ 2"

69 1/2"

R 4'-2"

4" & 6" BOLTED

COUPLING

3X 5/8-16 HEX NUT

3X 5/8-16 BOLT 2.0 MIN

LENGTH

GROUND STRIP TO BE

PLACED BETWEEN GASKET

AND TUBE WITH TAB

FOLDED TO THE INSIDE.

6" OR 4"

3/

4"

6"

3/

4" F

O R

4"

C

O U

P

LI

N G

6"/4" INLINE PRV ASSEMBLY

6" OR 4"

FIELD BORE HOLES

MIN 6' ABOVE STATION NIPPLE

FIELD BORE PRV HOLES.

PRV FLAP AND CLAMPS

ORIENT FLAP UP

INSTALL BYPASS PIPE

END WITH LABEL UP

STANDARD 4" OR

6" TUBING, FIELD

CUT

BOLTED COUPLING CONNECTION

TO TRANSFER UNIT

FIELD BORE (2) 2 3/4" Ø

HOLES FOR 6" BYPASS

PIPE

9" MIN. FROM HOLES

TO TRANSFER UNIT

STORAGE/BYPASS PIPE ASSEMBLY

65" MIN AS SHOWN

FIELD BORE (2) 1 7/8"Ø

HOLES FOR 4" BYPASS

PIPE

9" MIN

BOLTED COUPLING CONNECTION

PRV 90

ACCEPTABLE

PRV LOCATION

WHEN PRV IS REQUIRED TO BE RELOCATED

DUE TO FIELD CONDITIONS, RELOCATE IN

UPPER HALF OF BEND.

START OF

RADIUS

ACCEPTABLE PRV LOCATION

PLAN VIEW

ELEVATION VIEW

VACUUM BYPASS

VALVE (IF

APPLICABLE)

TO

BLOWER

ZERO-LEVEL

TRANSFER

UNIT

REDUCER (USED ON 6"

SYSTEM) VACUUM

TEE

BOLTED COUPLING

NOTES:

A. STOPPING CHAMBER PIPING: 12' MIN, 15' PREFERRED

1. WHEN USING 4" SYSTEM, 15' REQUIRED

BEFORE USING 4" AIRLINE FITTINGS

B. 7' BETWEEN TU AND VACUUM TEE

4" AIRLINE

PIPING

STOPPING

CHAMBER "A"

4" AIRLINE

PIPING

SYSTEM

PIPING

6" AIRLINE 90

GLUED JOINT

"B"

ELEVATION VIEW

1/2" GAP AT JOINT

4" OR 6"Ø

PNEUMATIC

TUBE

36" MAX.

4" OR 6"Ø SLIP

JOINT

3/8"Ø

ROD

±42"

BUILDING SEPARATION

BOLTED

COUPLING

PRV FLAP AND

CLAMPS

ORIENT FLAP UP

STANDARD 4" OR

6" TUBING, FIELD

CUT

FIELD BORE (2) 2

3/4" Ø HOLES FOR

6" PRV

/8

FIELD BORE (2) 1

7/8"Ø HOLES FOR

4" PRV+

/8

FIELD INSTALL FOR PRV

90, INLINE PRV, OR

STORAGE/BYPASS

PIPES

3/8" ROD

STEEL TEAR DROP

HANGER

4" OR 6"

PNEUMATIC TUBE

DECK ANCHOR

(SUBSTITUTE BEAM CLAMP

WHERE REQUIRED TO ANCHOR

TO STEEL BEAMS)

3/8"

ROD

TUBE CLAMP,

TYPICAL

THREADED RODS TO

STRUCTURE ABOVE

TEARDROP HANGER

TUBE SUPPORTS FROM STRUCTURE

ABOVE

STRUT SUPPORT, AS

REQUIRED BY

INSTALLATION

DECK ANCHOR

DECK

ANCHOR

BENDS TO BE

SUPPORTED AT

EACH END

SUPPORT ON RADIUS OF

BEND IF FIELD

CONDITIONS DICTATE

NOTES:

• TOP TUBE TO BE SUPPORTED IN TYPICAL APPROVED

FASHION

• DOUBLE HANGER SHOULD BE WITHIN 18" FROM TOP

TUBE SUPPORT

• RODS BETWEEN TEARDROP HANGERS ARE TO BE

PLUMB AND LEVEL

• ATTAIN APPROVAL PRIOR TO HANGING

• ONLY HANG FROM PNEUMATIC TUBING, NO OTHER

TRADES

PHD BAND

HANGER

A

"A"

8"

12"

4" TUBE

6" TUBE

PHD BAND

HANGER

6" TUBE/

4" TUBE

10"

BOTH 4" OR

BOTH 6"

4" OR 6"

FLOOR PENETRATION PLAN

VIEW

FLOOR PENETRATION SECTION

VIEW

FIRE STOP

PENETRATION

AS REQUIRED

CORE DRILLED OR

SLEEVED HOLE

4" OR 6" O.D. STEEL PNEUMATIC

TUBE

FIRE STOP

PENETRATION AS

REQUIRED

ROW CLAMP

4" PNEUMATIC TUBE - 5" OR 6" TYPICAL SLAB

PENETRATION

6" PNEUMATIC TUBE - 7" OR 8" TYPICAL SLAB

PENETRATION

FLOOR PENETRATION PLAN

VIEW

FLOOR PENETRATION SECTION

VIEW

FIRE STOP

PENETRATION

AS REQUIRED

1-5/8 X 1-5/8" STRUT

4 HOLE 90 BRACKET

3/8" ANCHOR BOLTS

CORE DRILLED

OR

SLEEVED HOLE

4" OR 6" O.D.

STEEL

PNEUMATIC

TUBE

1-5/8 X 1-5/8" STRUT

3/8" ANCHOR

BOLTS

FIRE STOP

PENETRATION AS

REQUIRED

CHANNEL CLAMP

4" PNEUMATIC TUBE - 5" OR 6" TYPICAL SLAB PENETRATION

6" PNEUMATIC TUBE - 7" OR 8" TYPICAL SLAB PENETRATION

4 HOLE 90

BRACKET

1/

MECHANICAL

SHAFT PLAN

VIEW

MECHANICAL SHAFT

SECTION VIEW

SCHEDULED

SHAFT

OPENING

4" OR 6" O.D.

STEEL

PNEUMATIC TUBE

1-5/8 X 1-5/8" STRUT

3/8" ANCHOR BOLTS

CHANNEL CLAMP 3/8" ANCHOR BOLTS

1-5/8 X 1-5/8" STRUT

UNISTRUT OR EQUAL ANGLE

FITTING

SCHEDULED SHAFT

OPENING

4" OR 6" O.D. STEEL PNEUMATIC

TUBE

OPENING

SCHEDULED

NOTES:

1. AS SHOWN:

4" TUBE = 24" - ADDITIONAL 6" PER EACH

ADDITIONAL TUBE

6" TUBE = 34" - ADDITIONAL 8" PER EACH

ADDITIONAL TUBE

2. AS SHOWN:

4" TUBE = 6"

6" TUBE = 8"

3. MAY VARY DUE TO STRUCTURAL

REQUIREMENTS. VERIFY.

"A" "B"

4" 6"

5"

4" TUBE

6" TUBE 8"

"C"

NOTE 1

NOTE 1

"D"

NOTE 2

NOTE 2

C

A B

B B

A

D

"C" & "D" REPRESENT

OVERALL SHAFT OPENING

SIZE

4" OR 6" ROW

CLAMP

3/8" ROD

4" OR 6" ROW

CLAMP

3/8" ROD

T

END OF PRV BEND RADIUS

T

L

SEE NOTE 3

NOTE:

1. PROVIDE TRANSVERSE AND LONGITUDINAL BRACE AT PRV VERTICAL SUPPORT IF

REQUIRED, 24" MAX FROM END OF PRV BEND RADIUS TO BRACE

2. TRANSVERSE BRACING @ 40'-0" O.C. MAX. OR AS REQUIRED

3. AT FULL RADIUS BENDS, "T" & "L" BRACING MAY BE INSTALLED AT ONE SIDE OF THE

BEND IN LIEU OF PROVIDING (1) TRANSVERSE BRACE AT EACH SIDE OF THE BEND

AS INDICATED ABOVE.

L

STATION

NOTE 1 NOTE 2

T

T=TRANSVERSE

BRACE

L=LONGITUDINAL

BRACE

TT

3/8" ROD

UNISTRU

T

PIPE CLAMP

4" OR 6" PNEUMATIC TUBE

UNISTRUT 45

BRACKET OR

ADJUSTABLE HINGE

DECK

DECK

ANCHOR

UNISTRU

T

3/8" ROD

4" OR 6"

PNEUMATIC TUBE

WITH CLAMP

DECK

UNISTRUT TRANSVERSE

BRACING

UNISTRUT 45

BRACKET OR

ADJUSTABLE HINGE

DECK ANCHORDECK ANCHOR

4" OR 6"

BAND

HANGER

4" OR 6"

ROW

CLAMP

3/8" ROD

UNISTRUT 45

BRACKET OR

ADJUSTABLE HINGE

BAND

HANGER

ROW

CLAMP

UNISTRUT

TRANSVER

SE

BRACING

3/8" ROD

UNISTRUT

4" OR 6"

PNEUMATIC TUBE

WITH CLAMP

UNISTRUT

TRANSVER

SE

BRACING

1 1/2" MIN

STRUT AND

CLAMP

UNISTRUT 45

BRACKET OR

ADJUSTABLE HINGE

o n e e ig h th in c h o n e fo o t 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

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

09/09/2022TUBING & SUPPORT DETAILS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PT300

678-331

19-103

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

0% C

O N

S T

R U

C T

IO

N

D O

C U

M E

N T

S S

U B

M

IS

S

IO

N

Beam Clamp

Adhesive Joint Connection Detail

Transmission Components

Bolted Coupling

Inline PRV

Storage/Bypass Pipe

PRV 90

System Piping

Expansion Joint Detail

Field Bore PRV

Typical Tube & Bend Supports

2 Band Hanger Support

Tube Supports at Floor Row Clamps

Tube Supports at Floor

Tube Supports at Shafts

SCALE 1" = 1'-0"

Tube Supports Row Clamps

Sway Bracing Routing

Longitudinal Sway Bracing

Transverse Sway Bracing Options

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SETBID SET

BI

D

SE

T

VA FORM 08-6231

ORIENT STUDS WITH FLAT

SIDE AGAINST STATION

HOUSING

FINISHED WALL AND

FRAMING BY OTHERS

TUBES SUPPORTED

AT FLOOR BY SWISSLOG

STATION HOUSING (TYPICAL), REFER

TO STATION DETAILS FOR

DIMENSIONS

CORES MAY BE POSITIONED INSIDE STATION

ENCLOSURE. SEE PLANS FOR ADDITIONAL INFORMATION.

4" PNEUMATIC TUBE - 5" OR 6" TYPICAL SLAB PENETRATION

6" PNEUMATIC TUBE - 7" OR 8" TYPICAL SLAB PENETRATION

A

B

B

FROM HOUSING

10" CLEAR MIN TYP

MIN - MAY VARY DEPENDING ON

STRUCTURAL REQUIREMENTS

6" TUBE:

A=10" MIN

B=10" MIN

4" TUBE:

A=8" MIN

B=8" MIN

ADJUSTABLE

LEG

ASSEMBLY

CARRIER

STORAGE RACKS

PRESSURE RELIEF VALVE

(PRV) BEND

8" MINIMUM CLEARANCE

REQUIRED AROUND PRV FLAP

AREA ABOVE STATIONS WITHIN STATION

ENCLOSURE SHALL BE CLEAR TO

DECK/STRUCTURE ABOVE.

COORDINATE WITH SWISSLOG TO BE KEPT

CLEAR OF OBSTRUCTIONS TO TUBING

WALLS AND FRAMING BY

GENERAL CONTRACTOR

OR OWNER

STATION ANCHORED TO SLAB

INLINE PRESSURE RELIEVE

VALVE (PRV)ASSEMBLY: FOR

STATIONS FED VERTICALLY

FROM THE FLOOR ABOVE.

G.C. TO NOTCH TRACK

TO FIT STATION LEGS

CORES MAY BE POSITIONED INSIDE STATION

ENCLOSURE. SEE PLANS FOR ADDITIONAL INFORMATION.

BOLTED COUPLING

TRIM

FRAME

RECEIVE

BIN

DISPATCHER

NIPPLE

SIDE

FRONT

CONTROL

PANEL

STATION FURR-IN BY

OTHERS. STUDS TO BE

ORIENTED WITH FLAT SIDE

AGAINST STATION

HOUSING

STATION HOUSING (TYPICAL),

REFER TO EQUIPMENT DETAILS

FOR DIMENSIONS

32 3/8"

D

8"

R E

F E

R E

N C

E C

E

IL

IN

G

/4

/8

/2

/8

R .O

F ROUGH OPENING

E (MIN CLEAR)

1/2" MIN FROM TRIM

PLATE TO WALL CORNER,

TYP

TOP

/8

/2

/8

R O

TOP

POWER CONDUIT ENTRY

COMMUNICATION

CABLE/CONDUIT

ENTRY

A

B

/2

C

/4

BOTTOM

3/

4"9"

POWER CONDUIT TO

ELECTRICAL PANEL

SIZE

6" 4"

A 32 1/8" 26 1/8"

B 5 7/8" 4 7/8"

C 34 3/4" 28 3/4"

D 11' 8 1/8"

11' 10 1/8"

/8

A = STATION HOUSING WIDTH

B = STATION HOUSING EDGE TO CENTER OF NIPPLE

C = TRIM RING WIDTH

D = FLOOR TO TOP OF PRV BEND *NOTE 1

E = CLEAR STATION ENCLOSURE WIDTH

F = ENCLOSURE ROUGH OPENING WIDTH

NOTE 1: VARIES PER FIELD CONDITIONS/CEILING HEIGHT

X'-X" MIN, X'-X" PREFERRED

E 36" 28"

F 32 1/2" 26 1/4"

DECK/STRUCTURE ABOVE

PRESSURE RELIEF VALVE (PRV):

PRV TO BE CLEAR OF OBSTRUCTIONS

AND ACCESSIBLE. WHEN STATION

ENCLOSURE WALLS ARE TO DECK AN

ACCESS PANEL IS REQUIRED TO ALLOW

ACCESS TO THE PRV

6' M

IN

IF MOVED TO FLOOR

ABOVE, ACCESS PANEL

REQUIRED, BY OTHERS

2 1/2" 1/2"

1/2"3 1/2"

1"

ANCHOR LOCATIONS

(2) #12 TEX SCREWS (1 EACH SIDE)

2" MIN FROM TRIM RING TO WALL

CORNER, TYP

TOP

2" MIN

TRIM RING WIDTH

2" MIN

STATION HOUSING

STATION FURR-IN BY OTHERS.

STUDS TO BE ORIENTED WITH FLAT

SIDE AGAINST STATION HOUSING

STATION HOUSING

(TYPICAL), REFER TO

EQUIPMENT DETAILS FOR

DIMENSIONS

WALLS AND FRAMING BY

OTHERS

12 3/8"

" TOP

UNIT

CARRIER

STORAGE

HOUSINGS

5" BETWEEN

HOUSING

STATION

HOUSINGS

5" BETWEEN

o n e e ig h th in c h o n e fo o t 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

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

09/09/2022STATION DETAILS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PT301

678-331

19-103

8-

E X

P A

N D

A N

D R

E N

O V

A T

E E

M E

R G

E N

C Y

D E

P A

R T

M E

N T

B

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Station Furring Options

Recessed Station

Trim Ring Inside Corner Detail

Stations/Storage Unit Detail

STATION SPECIFICATIONS

POWER REQUIREMENTS

110 VAC, 1 PH, 3A, DEDICATED UNSWITCHED CIRCUIT, TERMINATED

INSIDE THE STATION-SUPPLIED DUPLEX OUTLET, BY OTHERS

ULTRA STATION: (2) STATION-SUPPLIED DUPLEX OUTLETS. (2) DATA

DROPS

SWISSLOG RECOMMENDS THAT EACH ULTRA STATION PORT BE

PLACED ON SEPARATE CIRCUITS.

CONTROL REQUIREMENTS

ETHERNET STANDARD PROTOCOL. DATA DROP REQUIRED LANDED

IN EACH STATION HOUSING, BY OTHERS.

ENVIRONMENTAL REQUIREMENTS

OPERATING TEMPERATURE: 0° TO 100° F

STORAGE TEMPERATURE: -20° TO 180° F

RELATIVE HUMIDITY: 0% TO 90%

ULTRA STATIONS MAY HAVE TWO (2) 6" NIPPLES, TWO (2) 4"

NIPPLES, OR ONE EACH OF 6" AND 4" NIPPLES.

WEIGHTS:

RECESSED/NEXUS STATION: 6" 240 LBS / 4" 200 LBS

NEXUS STATION: 6" 290 LBS

ULTRA STATION: 375 LBS

COUNTERTOP STATION: 150 LBS TRANSMITTED TO COUNTERTOP

WALL MOUNT: 150 LBS TRANSMITTED TO FLOOR THROUGH

VERTICAL SUPPORTS

STATION ENCLOSURE FRAMING:

WALL FRAMING AND GWB AROUND STATION ENCLOSURE TO STOP

ABOVE CEILING TO ALLOW ACCESS TO PRESSURE RELIEF VALVE

(PRV). IF WALL(S) ARE REQUIRED TO GO TO DECK, STOP GWB

ABOVE CEILING. IF GWB ALSO NEEDS TO GO TO DECK, ACCESS

PANEL REQUIRED TO ACCESS PRV. ACCESS PANEL PROVIDED AND

INSTALLED BY OTHERS

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SETBID SET

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INSTALL A STRUT BRACE AT BETWEEN

30-60° (45° PREFERRED) ANGLE TO THE

AXIS OF THE TRANSFER UNIT, TYP ONE

EACH AXIS

3/8"-13NC THREADED ROD,

ANCHORS, AND HARDWARE AT

(4) PLACES TYPICAL

3/8" DROP-IN ANCHOR, TYPICAL (SUBSTITUTE BEAM

CLAMP WHERE REQUIRED TO ANCHOR TO STEEL

BEAMS - SEE DETAILS)

4 PORT SHOWN, 2 PORT AND 6 PORT

SIMILAR

TRANSVERSE BRACE

LONGITUDINAL BRACE

1X4 Transfer Unit shown. 1x2 and 1x6 Units are similar.

COMMUNICATION CABLE

ENTRANCE

BACK VIEW

POWER CONDUIT

ENTRANCE

ACCESS PANEL:

MAY FACE DOWN

OR TO THE SIDE

POWER ENTRY

COMMUNICATION

CABLE ENTRY

24" ACCESS

EITHER SIDE OR BOTTOM

SIDE ACCESS PREFERRED

TOP

D

E

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B

A

G F

G

0 1

2 3

SERVICE

ACCESS

ACCESS PANEL:

TU ROTATED TO ALLOW FOR BOTTOM ACCESS.

ROTATE SENSOR. PREFERRED TO HAVE

POWER ENTRY SIDE DOWN.

/2

SERVICE

ACCESS

24" MIN

24" MIN

POWER ENTRY

COMMUNICATION CABLE

ENTRY

SIZE

6"

6" Mini 4"

A 52 7/8"

44" 50 1/2"

B 47 1/4" 34 3/4" 44 1/2"

C 21 1/2" 18 7/8"

18"

D 21 1/2" 18 7/8"

18"

E 8" 8"

6 5/8"

F 17"

16 1/4" 13 1/2"

C

4" 1X4

6" 1X4

POWER ENTRY

COMMUNICATIO

N

CABLE ENTRY

6" 1X4 Mini

SERVICE ACCESS

REQUIRED FOR

MOTOR BOLT

ACCESS ON MINI

6"

J H J

H

G 2 1/4" 1 1/8" 2 1/4"

JJ

H 45 7/8" 33 7/8" 43 1/8"

J 11/16" 7/16" 11/16"

1/

8"

2 3/16"

BAND CLAMP

DRILL (2) 2"Ø HOLES

INSTALL ON ALL OPEN TU PORTS

INSTALL WITH HOLES ORIENTED VERTICALLY

o n e e ig h th in c h o n e fo o t 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

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

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Drawing Title Project Title

VA FORM 08-6231

Office of Facilities Management

U.S. Department of Veterans Affairs

STAMP

Date

Location

Building Number Checked Drawn Drawing Number

Project Number

REVIEW ONLY - NOT FOR CONSTRUCTION

Approved: Director

Approved: Associate Director

Approved: Assistant Director

Approved: Assoc. Director for Patient Care Service/Nurse Executive

Approved: Deputy Assoc. Director of Patient Care Services

Approved: Chief of Staff

Approved: Deputy Chief of Staff

Approved: Chief of Engineering

Approved:

Approved:

ARCHITECT/ENGINEER/CONSULTANTS:

Bancroft Project No.

SAVAHCS, TUCSON, AZ 85723

3300 Dundee Road

Northbrook, IL 60062

T: 847.952.9362

09/09/2022TRANSFER UNIT DETAILS EXPAND AND RENOVATE

EMERGENCY DEPARTMENT B50

50 CW ES

50-PT302

678-331

19-103

8-

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Transfer Unit Support - (Sway Bracing)

Transfer Unit Wiring

Transfer Unit 1x4

6" TU Port Cap

TRANSFER UNIT SPECIFICATIONS

DRIVE MECHANISM

ELECTROMECHANICAL

POWER REQUIREMENTS

110 VAC, 1 PH, 3A, DEDICATED UNSWITCHED CIRCUIT,

TERMINATED INSIDE THE EQUIPMENT-SUPPLIED DUPLEX OUTLET,

BY OTHERS

CONTROL REQUIREMENTS

ETHERNET STANDARD PROTOCOL. DATA DROP REQUIRED

LANDED IN EACH TU, BY OTHERS.

ENVIRONMENTAL REQUIREMENTS

OPERATING TEMPERATURE: 0° TO 120° F

STORAGE TEMPERATURE: -20° TO 180° F

RELATIVE HUMIDITY: 0% TO 90%

MAXIMUM SYSTEM VACUUM/PRESSURE: 4 PSIG

HEAT OUTPUT: APPROXIMATELY 130 BTU/HR

WEIGHTS:

1X2 TRANSFER UNIT: 6" 165 LBS / 4" 125 LBS

1X4 TRANSFER UNIT: 6" 185 LBS / 4" 145 LBS.

1X4 MINI TRANSFER UNIT: 95 LBS. (6" ONLY)

1X6 TRANSFER UNIT: 6" 250 LBS. / 4" 205 LBS.

Revisions: Date:

95% CONSTRUCTION DOCUMENTS SUBMISSION 06/30/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 09/09/2022

100% CONSTRUCTION DOCUMENTS SUBMISSION 12/07/2022

BID SET 05/01/2023

BID SETBID SET

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