Attachment RFI No. 123 Spanos Group_ VA Mather Pneumatic Tube System_ FINAL As-Built Set for VA_ 8.18.2023.pdf

FFINAL As-builts | Aug 18 2023

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= DATA NETWORK

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= ELECTRICAL POWER

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MCC-2

Power Feeders

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(6) Data Network Cables

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= ELECTRICAL POWER

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= DATA NETWORK

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= DATA NETWORK

= ELECTRICAL POWER

= DATA NETWORK

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= ELECTRICAL POWER

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= DATA NETWORK

= ELECTRICAL POWER

= DATA NETWORK

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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"

45.00°

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

AX

/4

" M

AX

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 1/1

6"

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"

CO

UP

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. 6' BETWEEN VBV AND VACUUM TEE

C. 6' BETWEEN VACUUM TEE AND ZERO LEVEL TU

4" AIRLINE PIPING STOPPING CHAMBER "A"

4" AIRLINE PIPING

SYSTEM PIPING

6" AIRLINE 90

GLUED JOINT

"B"

"C"

ELEVATION VIEW

1/2" GAP AT JOINT

4" OR 6"Ø PNEUMATIC TUBE,

16 GAUGE GALVANIZED STEEL

36" MAX.

TRANSVERSE BRACING & LONGITUDINAL

BRACING (TYP) EA SIDE OF JOINT

4" OR 6"Ø SLIP JOINT

3/8"Ø ALL THREAD HANGER

ROD W/ STIFFENER

10'-0" MAX (TYP)

PNEUMATIC TUBE SUPPORT

±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

- 7

/8

FIELD BORE (2) 1 7/8"Ø

HOLES FOR 4" PRV

- 3

/8

FIELD INSTALL FOR PRV 90,

INLINE PRV, OR

STORAGE/BYPASS PIPES

3/8" ALL THREAD HANGER ROD

AND HARDWARE

STEEL TEAR DROP HANGER4" OR 6" PNEUMATIC

TUBE

3/8" DROP-IN ANCHOR, TYPICAL

(SUBSTITUTE BEAM CLAMP WHERE

REQUIRED TO ANCHOR TO STEEL BEAMS)

3/8" THREADED ROD & HARDWARE,

TYPICAL

TUBE CLAMP,

TYPICAL

THREADED RODS TO

STRUCTURE ABOVE

TEARDROP HANGER

TUBE SUPPORTS FROM STRUCTURE ABOVE

13/16 OR 1-5/8" STRUT SUPPORT, AS

REQUIRED BY INSTALLATION

3/8"-16 NC DROP IN ANCHOR,

TYPICAL

3/8"-16 NC DROP IN ANCHOR,

TYPICAL

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 VIEWFLOOR 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 VIEWFLOOR 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 6"

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

1" WD X 1/8" THICK GALVANIZED STEEL 4" OR 6"

TUBE CLAMP

3/8" THREADED ROD

NOTE:

TUBING TO BE SUPPORTED AT A MINIMUM OF EVERY 10'.

1 1/2" MIN

3" MIN FLUTE

3/8"16 NUT W/FLAT WASHER

1" WD X 1/8" THICK GALVANIZED STEEL 4" OR 6" ROW

CLAMP

3/8" THREADED ROD

3/8"16 NUT W/FLAT WASHER

3/8" 16 X 1" LG BOLT WITH FLAT WASHER

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Phone: (800) 396-9666 www.swisslog-healthcare.com

As instruments of service, all designs, ideas, and information shown on these drawings are and shall remain the property of Swisslog Healthcare. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than the specific project for which they have been prepared and developed without the written consent of Swisslog Healthcare. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions.

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Tubing & Support Details

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

1" = 1'-0"

Tube Supports Row Clamps

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

EF

ER

EN

C E

C

EI

LI

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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

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Phone: (800) 396-9666 www.swisslog-healthcare.com

As instruments of service, all designs, ideas, and information shown on these drawings are and shall remain the property of Swisslog Healthcare. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than the specific project for which they have been prepared and developed without the written consent of Swisslog Healthcare. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions.

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PT-301

Station Details

Station Furring Options

Recessed Station

Trim Ring Inside Corner 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

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

BOTTOM

TOP

POWER ENTRY

COMMUNICATION

CABLE ENTRY

ACCESS PANEL MAY FACE

DOWN OR TO THE SIDE

SERVICE

ACCESS

B

F K

SERVICE

ACCESS

ACCESS PANEL:

TU MAY BE ROTATED VERTICAL.

SERVICE ACCESS AVAILABLE TO ONE

SIDE ONLY

FRONT BACK

SIDE

24"

ACCESS

TOP

SIZE

6" 4"

A 47" 43"

B 42" 38"

C 23 1/2" 18 1/2"

D 10 1/2"

8"

E 40 1/4" 36 1/4"

F 7 5/8" 5 5/8"

G 21" 16"

H 8"

5 1/2"

J 4 1/2" 3 3/4"

K 15" 12"

H G

H

A

E

D

C

J H

FR

O

N T

BA

C

K

BOTTOM

1/

2" 8"

7/8" 41 1/8"

TOP

SIDE

POWER ENTRY

COMMUNICATION

CABLE ENTRY

SERVICE ACCESS,

EITHER SIDE OR BOTTOM

C

A

M

IN

SERVICE ACCESS,

EITHER SIDE OR BOTTOM

SIDE ACCESS PREFERRED

G

H

D

E F

I

FRONT

BACK

FRONT

ROTATED 90 DEGREES FOR

BOTTOM ACCESS

24"

SIZE

6" 4"

A 58 7/8" 53 3/4"

B 53 11/16"

48 3/4"

C 24 1/2" 19 3/4"

D 26 5/8"

20 11/16"

E 14 5/8"

10 11/16"

F 4 15/16" 4 5/16"

G 13 1/8"

10 5/16"

H 6 5/16" 4 5/8"

I 7 5/8" 5 5/16"

B

J 20"

24 5/8"

K 3 3/8"

1"

K J

K

M L M

L 51 13/16" 51 15/16"

M 15/16" 7/8"

1/

8"

2 3/16"

BAND CLAMP

DRILL (2) 2"Ø HOLES

INSTALL ON ALL OPEN TU PORTS

INSTALL WITH HOLES ORIENTED VERTICALLY

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Phone: (800) 396-9666 www.swisslog-healthcare.com

As instruments of service, all designs, ideas, and information shown on these drawings are and shall remain the property of Swisslog Healthcare. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than the specific project for which they have been prepared and developed without the written consent of Swisslog Healthcare. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions.

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Transfer Unit Details

Transfer Unit Support - (Sway Bracing)

Transfer Unit Wiring

Transfer Unit 1x2

Transfer Unit 1x6

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.

/4

8"

TRAFFIC ENHANCEMENT UNIT (TEU)

1. POWER AND DATA SUPPLIED TO CONTROL ENCLOSURE BY OTHERS

2. CONTROL ENCLOSURE MOUNTED BY SWISSLOG

3. DATA FROM CONTROL ENCLOSURE TO TEU BY SWISSLOG

4. SEE PRODUCT DATA SUBMITTAL FOR LOCATION OF DATA AND

POWER INTO ENCLOSURE

12 1/4"

TEU CONTROL ENCLOSURE

FRONT VIEW LEFT VIEW RIGHT VIEW

TEU SENSOR

9"

4 1/2" 4 1/2"

BOLTED COUPLING

EACH SIDE OF TEU

TEU - Traffic Enhancement Unit

PRESSURE SIDE VACUUM SIDE

A-A SECTION A-A

THROUGH BLOWER CONTROL CABINET

CONTROL

LOGIC AREA

DOOR SWINGS OPEN TO THE

LEFT

090-2675-01 BOARD

TB3

086-3493- ASSEMBLY

TB4

REV

12 VAC 5 VDC

GRN

SHIELD

BLK

WHT

TB1

RED

IN

TB2

OUT

A-A

208-230

22.6 11.3

3 PHASE

VOLTAGE

(VAC)

FULL LOAD

CURRENT

(AMPS)

HP

6" BLOWER POWER

208-230

12.0 5.5

3 PHASE

VOLTAGE

(VAC)

FULL LOAD

CURRENT

(AMPS)

HP

4" BLOWER POWER

4.5 4.5

4" SYSTEM:

WEIGHT: 395 LBS.

WITH VFD: 405 LBS.

HEAT OUTPUT: APPROX. 9,000 BTU/HR

MAXIMUM OPERATING RPM 3,500 OR 4,080 WITH VFD

6" SYSTEM:

WEIGHT: 285 LBS.

WITH VFD: 295 LBS.

HEAT OUTPUT: APPROX. 8,000 BTU/HR

MAXIMUM OPERATING RPM 3,520 OR 4,080 WITH VFD

575 10.7 10.1

3 PHASE

VOLTAGE

(VAC)

FULL LOAD

CURRENT

(AMPS)

HP

6" BLOWER POWER 575 VAC 6" SYSTEM:

WEIGHT: 395 LBS.

WITH VFD: 405 LBS.

HEAT OUTPUT: APPROX. 8,000

BTU/HR

MAXIMUM OPERATING RPM 3,540

OR 4,080 WITH VFD

FUSE

20A, 250V 10A, 600V

BREAKER

25A 15A

FUSE

45A, 250V 25A, 600V

BREAKER

60A 30A

4" SYSTEM:

WEIGHT: 395 LBS.

WITH VFD: 405 LBS.

HEAT OUTPUT: APPROX. 9,000

BTU/HR

MAXIMUM OPERATING RPM 3,500

OR 4,080 WITH VFD

208-230

12.0 5.5 4.5

3 PHASE

VOLTAGE

(VAC)

FULL LOAD

CURRENT

(AMPS)

HP

4.5 4.5 4.4

4" BLOWER POWER 575 VAC

/4

4" AIRLINE

4" AIRLINE

MUFFLER

SCREEN BOX

6"5 1/8"6"

FRONT SIDE

4" AIRLINE

4" AIRLINE

SCREEN BOX5"

6 7/8"

4" AIRLINE

7" 7"

5 1/4"

S H

E E

T N

U M

B E

R

SCALE

Phone: (800) 396-9666 www.swisslog-healthcare.com

As instruments of service, all designs, ideas, and information shown on these drawings are and shall remain the property of Swisslog Healthcare. No part thereof shall be copied, disclosed to others, or used in connection with any work or project other than the specific project for which they have been prepared and developed without the written consent of Swisslog Healthcare. Visual contact with these drawings shall constitute conclusive evidence of acceptance of these restrictions.

Not To Scale

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E E

T N

A M

E

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7/15/2020 9:36:13 PM

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PT-303

Blower Details

Blower Control Cabinet

Blower Muffler

Screen Box

Atmosphere Screen Box

BLOWER SPECIFICATIONS

POWER REQUIREMENTS

SHIFTER VALVE MOTOR: 110 VAC, 1 PHASE, 5.4 A, DEDICATED

UNSWITCHED CIRCUIT, TERMINATED INSIDE THE EQUIPMENT-

SUPPLIED DUPLEX OUTLET.

BLOWER MOTOR: 200-230, 460, OR 575 VAC, 3 PHASE

ELECTRICAL DISCONNECT REQUIRED, BY OTHERS

SIZE ALL CIRCUIT PROTECTION IN ACCORDANCE WITH LOCAL,

STATE, AND NATIONAL ELECTRICAL CODES

CONTROL REQUIREMENTS

ETHERNET STANDARD PROTOCOL. DATA DROP REQUIRED LANDED

IN EACH BLOWER CONTROL BOX, BY OTHERS.

ENVIRONMENTAL REQUIREMENTS

OPERATING TEMPERATURE: 0° TO 120° F (-17.8° - 49° C)

STORAGE TEMPERATURE: -20° TO 180° F (-29° - 65° C)

RELATIVE HUMIDITY: 0% TO 90%

MAXIMUM OPERATING RPM: 3,500

MAXIMUM SYSTEM VACUUM/PRESSURE AT 5000 FT / 1.5 KM: 3.5 PSIG

MAXIMUM OUTPUT @ ZERO PRESSURE AND 500 FT: 330 SCFM

THE GENERAL CONTRACTOR OR THE OWNER SHALL SUPPLY

ADEQUATE SUPPLY AND RELIEF AIR TO BLOWER LOCATIONS TO

ENSURE THAT ALL ENVIRONMENTAL AND AIRFLOW REQUIREMENTS

ARE MET.

SOUND LEVELS:

WITHOUT SOUND PACKAGE: 82 DBA

WITH SOUND PACKAGE: 72 DBA

SOUND PACKAGE AND VFD AVAILABLE AS FACTORY-INSTALLED

OPTION ONLY

MAX. VACUUM/PRESSURE: (AT 5000 FT)

3.5 PSIG

MAX. OUTPUT: (AT ZERO PRESSURE AND 500 FT)

165 SCFM FOR 4-INCH

330 SCFM FOR 6-INCH

NOTE:

BLOWERS MOUNTED TO SLAB WITHIN MECHANCIAL ROOM AND NOT ON ROOF.

FRONT VIEW

(E) DECK/SLAB

SIDE VIEW

WEIGHT = 240 lbs. MAX.

(2) - #12 TEK-SCREWS

(1 EA. SIDE), ERS'S 1976,

2196, 1730, OR 1408

SECURE TOP TRACK BY

OTHERS SEE J/PT-S10

4" x 16 GA. METAL STUDS AT 16" O.C. w/ 5/8" TYPE

"X" GYP. BOARD

3/8" DIA HILTI KB-TZ (ESR-1917)

OR KB-TZ2 (ESR-4266) WEDGE

ANCHOR 2" MIN EMBED TYP. AT 4

PLACES

C.L.

NOTCH BOTTOM TRACK

AS REQUIRED

1/

4" M

IN

EQ EQ

4" 4"

6"

3'

/8

2' - 6 3/8"

1'

1/ 4"

1'

/8

3'

/2

5'

/8

NOTE: STATION FOOT SECURES TRACK WITHOUT ADDED ANCHORS REQUIRED

PLAN VIEW

HANGER RODS

END VIEW SIDE VIEW

(E) SLAB/DECK

NOTES:

1. PROVIDE PT TRANSVERSE & LONGITUDINAL BRACE PER B/PT-S11 & C/PT-S11 WITHIN 35 FT. FROM TRANFER UNIT. SEE NOTE 4 ON DETAIL D/PT-S11

2. SEISMIC BRACES (2 IN EACH DIRECTION) CAN BE LOCATED AT ANY CORNER AND INSTALLED IN EACH DIRECTION.

3. HEIGHT VARIES DEPENDING ON MAX BRACE LENGTH & ANGLE.

4. ALL SEISMIC BRACING CAN BE ROTATED TO ± 5° MAXIMUM.

L

M

AX.)

3/8" DIA ROD TYP. AT EA.

CORNER OF TRANSFER

UNIT

ROD STIFFINER (TYP)

AT BRACED CONN.

ONLY SEE G/PT-S10

UNISTRUT P1000HS

DIAGONAL BRACE (TYP.)

DIAGONAL BRACE

LOCATIONS +/- 5

DEGREES TYPICAL

TRANSFER

UNIT

TUBE

SIZE

WEIGHT

1x2 6" 165#

1x4 6" 165#

1x6 6" 250#

DIMENSIONS

A B

40.25" 7.63"

47.25" 17.00"

50.25" 22.0"

A2

"H

(S E

E N

O T

E

A

DIAGONAL BRACE

LOCATIONS +/- 5

DEGREES TYPICAL

E Q

E Q

B/2

B

-6

T Y

P

D/PT-S10

E/PT-S10

E/PT-S10 D/PT-S10

F/PT-S10

TRANSFER

UNIT

TUBE

SIZE

WEIGHT

1x2 4" 125#

1x4 4" 145#

1x6 4" 177#

DIMENSIONS

A B

36.25" 5.63"

43.0" 15.25"

45.25" 17.5"

1x4 MINI 6" 95# 34.17" 15.40"

EXISTING ROOF

HANGER ROD

UNISTRUT P1000 HS

COUPLER TYP

(E) SLAB M. DECK

3/8" DIA HILTI KB-TZ (ESR-1917) OR

KB-TZ2 (ESR-4266) WEDGE ANCHOR

2" MIN EMBED (ICC ESR-1917) TYP.

NUT, SQ. FLAT PLATE

FITTING & CHANNEL NUT

1.

5"

M

IN

3" M

A X

3/8" DIA HILTI KB-TZ (ESR-1917)

OR KB-TZ2 (ESR-4266) WEDGE

ANCHOR 2" MIN EMBED

HANGER ROD

NOTE:

1. HORIZONTAL STRUT CAN BE INSTALLED AT ANY ANGLE IN RELATION TO DECK.

2. FOR ANTERNATIVE UPPER BRACE CONNECTION ONTO (E) Wx STEEL BEAM, SEE

DETAIL M/PT-S12

NUT & WASHER TYP

CL TYP

1" MAX OFFSET

3/8" HANGER ROD

NUT & STD. WASHER

NUT & STD. WASHER

UNISTRUT P1000HS

UNISTRUT P1546 OR P1843

ADJ. HINGE w/ 3/8" BOLT

CHANNEL NUT EA. END

WALL FINISH

(E) CONC. DECK

DETAIL FOR REFERENCE ONLY; REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL FRAMING INFORMATION.

#8 SELF TAPPING SMS

AT EACH SIDE OF EACH

STUD BY OTHERS

3/8" DIA HILTI KB-TZ (ESR-1917) OR KB-

TZ2 (ESR-4266) WEDGE ANCHOR 2" MIN

EMBED EA SIDE OF STN. BY OTHERS

16 GA. METAL STUD

MIN. BY OTHERS

CONT. 16 GA. FLR

TRACK BY OTHERS

3 5/8" x 1 5/8"x 20 GA. METAL

STUD BRACE BY OTHERS

ATTACH METAL STUD TO STRUCTURE

W/ 3/8" DIA HILTI KB-TZ (ESR-1917) OR

KB-TZ2 (ESR-4266) WEDGE ANCHOR 2"

MIN EMBED (BY OTHERS)

DETAIL FOR REFERENCE ONLY; REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL FRAMING INFORMATION.

#8 SELF TAPPING SMS AT EACH

SIDE OF STUD - BY OTHERS

LINE OF FINISH CLG.

16 GA. METAL STUD

MIN BY OTHERS

3 5/8" x 1 5/8" x 20 GA. METAL

STUD BRACE (L=108" MAX) AT 48"

O.C. (ALT.) SEE J-1PTS1.0 FOR

TOP CONNECTION BY OTHERS

2 MAX.

2 - #8 SMS, BRACE TO 16

GA TRACK BY OTHERS

1 MIN.

**NEW PARTITION FRAMING IS LIMITED TO FURRING IN ENCLOSURE AROUND THE NEW P.T. STATION;

STUDS TO BE 8' 6" MIN. IN HEIGHT AND KICK BRACED @ EACH CORNER. THE NEW PARTITIONS ARE

NON-BEARING OTHER THAN THEIR OWN WEIGHT INCLUDING THE WALL FINISH MATERIAL.

M

IN6"

2" M

AX

DETAIL FOR REFERENCE ONLY; REFER TO ARCHITECTURAL

DRAWINGS FOR ADDITIONAL FRAMING INFORMATION.

(E) SLAB M. DECK

NOTE:

1. HORIZONTAL STRUT CAN BE INSTALLED AT ANY ANGLE IN RELATION BRACE ARM

2. FOR ANTERNATIVE UPPER BRACE CONNECTION ONTO (E) Wx STEEL BEAM, SEE

DETAIL M/PT-S12

3/8" DIA HILTI KB-TZ (ESR-1917)

OR KB-TZ2 (ESR-4266) WEDGE

ANCHOR 2" MIN EMBED

P1000HS

BRACE

UNISTRUT P1546 OR P1843

ADJ. HINGE w/ 3/8"Ø BOLT /

P3008 CHANNEL NUT (TYP.)

1.

5"

M

IN

3" M

A X

CL TYP

1" MAX OFFSET

P1000HS

BRACE

P1000HS, MAX

SPAN OF 36"

3/8" DIA HILTI KB-TZ (ESR-1917)

OR KB-TZ2 (ESR-4266) WEDGE

ANCHOR 2" MIN EMBED TYP

1. THE CONTRACTOR SHALL VERIFY DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. THE ARCHITECT

SHALL BE NOTIFIED, IMMEDIATELY, IF ANY DISCREPANCIES ARE FOUND.

2. THE TYPICAL NOTES AND DETAILS SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY DETAILED ELSEWHERE. WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK AND AS REQUIRED BY BUILDING CODE.

3. GOVERNING CODE: THE 2007 CALIFORNIA BUILDING CODE (CBC), 2016 EDITION TITLE 24, PART 2. A COPY OF TITLE 24 PARTS 1, 2, 3, 4, AND 5 SHALL BE KEPT ON SITE.

4. EARTHQUAKE DESIGN DATA: RISK CATEGORY IV; Ie = 1.5 Ss = 1.668; S1 =.726;

SITE CLASS = D; SDS = 1.112; SD1 = 0.726

SEISMIC DESIGN CATEGORY = D

Ap & Rp = AS PER TABLE 13.6-1 OF ASCE/SEI 7-10 LATITUDE: 33.xxxxxx NORTH; LONGITUDE: 117.XXXXXXXX WEST

5. SEE SPECIFICATIONS FOR MATERIALS AND WORKMANSHIP REQUIREMENTS. SPECIFICATIONS ARE A PART OF THESE

DRAWINGS.

6. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF OPENINGS OR SUPPORTS FOR THEIR RESPECTIVE ITEMS. NOTIFY ARCHITECT, PRIOR TO CONSTRUCTION OF ANY INTERFERENCE OR INCOMPATIBILITY.

ERECTION NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH CAL-OSHA CONSTRUCTION SAFETY ORDERS.

2. APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS ACCEPTING

THIS RESPONSIBILITY.

3. ALL STRUCTURAL FRAMING MEMBERS SHALL BE ADEQUATELY SHORED AND BRACED DURING ERECTION AND UNTIL FULL

VERTICAL AND LATERAL SUPPORT IS PROVIDED BY ADJOINING MEMBERS.

EQUIPMENT ANCHORAGE NOTES:

1. SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTAKKED AS A PART OF THIS PROJECT SHALL BE DETAILED ON

CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE 2016 CBC SECTION 1616A.1.18:

A. FURNITURE (EXCEPT STORAGE CABINETS AS NOTED IN ASCE 7-10 TABLE 13.5-1).

B. TEMPORATY OR MOVEABLE (MOBILE) EQUIPMENT.

2. THE ENFORCEMENT AGENCY SHALL BE PERMITTED TO REQUIRE ATTACHMENTS FOR EQUIPMENT WITH HAZARDOUS CONTENTS

TO BE SHOWN ON CONSTRUCTION DOCUMENTS IRRESPECTIVE OF WEIGHT.

MATERIALS:

1. STRUCTURAL STEEL

A. ALL SHOP WELDING SHALL BE DONE BY QUALIFIED WELDERS IN THE SHOP OF AN APPROVED FABRICATOR AND APPROVED BY

OSHPD.

B. ALL SHOP AND FIELD WELDING SHALL HAVE CONTINUOUS INSPECTION, BY AN AWS CERTIFIED WELDING INSPECTOR.

C. MATERIAL SPECIFICATIONS.

1. BARS, PLATES, ANGLES, AND MISC STEEL, ASTM A36 (UNO.)

2. BOLTS - ASTM A307 UNLESS OTHERWISE NOTED.

3. WELDING ELECTRODES - E70XX.

4. LT. GA. STEEL - AS PER SSMA ICC-ESR-3046. ALL WELDING TO BE PERFORMED BY CERTIFIED LIGHT GAUGE WELDERS FOR ALL

APPROPRIATE DIRECTION COMPLYING WITH AWS D1.3 WELDING RODS TO CONFORM TO THE FOLLOWING:

A. 43 MIL AND LIGHTER - E60xx B. 54 MIL HAD HEAVIER - E70xx C. LT. GAUGE TO STRUCTURAL STEEL - E70xx LOW HYDROGEN

2. CONCRETE (EXISTING):

A. ALL METAL DECKS ARE MINIMUM 3" METAL DECKING WITH MINIMUM 3 1/4" LIGHT WEIGHT CONCRETE FILL (3000 PSI MIN.) UNO.

(SEOR TO VERIFY)

POST-INSTALLED ANCHOR NOTES:

1. POST-INSTALLED ANCHOR BOLTS SHALL BE HILTI KB-TZ (ESR-1917) & LARR# 25701 OR KB-TZ2 (ESR-4266). ANCHORS SHALL BE

PER CBC 1616A.1.19 & TESTED PER CBC 1910A.5.

2. MINIMUM EMBEDMENT & TORQUE TEST OF ALL BOLTS SHALL BE SHOWN BELOW:

TEST LOAD (WEDGE ANCHORS) HILTI KB-TZ

BOLT DIAMETER MINIMUM EFFECTIVE EMBEDMENT REQUIRED TORQUE (FT.-LBS.)

3/8" 2" 25 1/2" 3 1/4" 40

TEST LOAD (WEDGE ANCHORS) KB-TZ2

BOLT DIAMETER MINIMUM EFFECTIVE EMBEDMENT REQUIRED TORQUE (FT.-LBS.)

3/8" 2" 30 1/2" 3 1/4" 50

1. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING N0N-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

2. WHEN POST-INSTALLED ANCHORS ARE USED FOR NONSTRUCTURAL APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE, 50% OR ALTERNATE BOLTS IN A GROUP. INCLUDING AT LEAST ONE-HALF THE ANCHORS IN EACH GROUP, SHALL BE TESTED. IF THERE ARE ANY FAILURES, ALL ANCHORS OF THE SAME TTPE SHALL BE TESTED, WHICH ARE INSTALLED BT THE SAME TRADE, NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME THE INITIAL TEST FREQUENCY.

3. THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS.

A. HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD. FOR

WEDGE AND SLEEVE TYPE ANCHORS, A PRATICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER UNDER

THE NUT BECOMES LOOSE.

B. TORQUE WRENCH METHOD: THE APPLICABLE TEST TORQUE MUST BE REACHED WITHIN THE FOLLOWING LIMITS: WEDGE OR SLEEVE: ONE-HALF (1/2) TURN OF THE NUT (1/4 TURN OF THE NUT FOR 3/8" ANCHOR ONLY).

4. IF THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE IS LESS THAN THE TEST TORQUE NOTED IN THE TABLE, THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE SHALL BE USED IN LIEU OF THE TABULATED VALUES.

5. ALL TESTS SHALL BE PERFORMED IN THE PRESENSE OF THE INSPECTOR OR RECORD.

6. WHEN INSTALLED IN THE LOWER FLUTE OF THE COMPOSITE DECKS, ANCHORS SHALL NOT BE LOCATED MORE THAN 1" FROM

THE CENTER LINE OF THE LOWER FLUTE.

STRUT NOTES:

1. TIGHTEN CHANNEL NUTS AND BOLTS MOUNTED TO UNISTRUT CHANNELS TO THE LISTED TORQUE VALUES BELOW:

1/4" BOLT & P3006 CHANNEL NUT - 6 FT.-LBS.

3/8" BOLT & P3008 CHANNEL NUT - 19 FT.-LBS.

1/2" BOLT & P3010 CHANNEL NUT - 50 FT.-LBS.

5/8" BOLT & P1012 CHANNEL NUT - 100 FT.-LBS.

3/4" BOLT & P1023 CHANNEL NUT - 125 FT.-LBS.

SWAY BRACING NOTES:

THE PNEUMATIC TUBE SYSTEM (PTS) IS DEEMED AS SECONDARY, NON-ESSENTIAL SYSTEM PER THE PROJECT PLANS AND SPECIFICATIONS POLICY INTENT NOTICE PIN 20. PIN 20 STATES: "DETAILS FOR THE BRACING AND ANCHORAGE OF PIPING ASSOCIATED WITH THE INSTALLATION OF PNEUMATIC TUBE SYSTEMS NEED NOT BE PROVIDED TO OSHPD FOR REVIEW"

SWAY BRACING IS A REQUIREMENT OF THE PTS SPECIFICATION 14 92 00. SHEETS PT-S10 THROUGH PT-S14 PNEUMATIC SWAY BRACING DETAILS ARE FOR REFERENCE ONLY AND ARE INCLUDED FOR PROJECT CLARIFICATION ONLY AND OR INSTALLATION OF

SUCH BRACES.

P3008 NUT

UNISTRUT P2485

CRADLE CLIP

3/8" DIA HEX HEAD CUP

POINT SET SCREW

UNISTRUT P1000HS ROD STIFFENER

PLAN X-X

X X

3/8" DIA OR 1/2"

Ø HANGER ROD

6" M

A X

M

IN

2" "L

"L

6" M

A X

2" M

IN

HANGER ROD

SIZE:

MAX. CLIP/BOLT

SPACING "L"

MAX. TOTAL ROD

LENGTH

3/8"Ø 15" 12.2'

1/2"Ø 24" 13.0'

A1

NEXUS/RECESSED STATION ANCHORAGE DETAIL

B

TRANSFER UNIT ANCHORAGE DETAIL

E

DETAIL

F

DETAIL

H

BASE TRACK

J

BRACE CONNECTION

K

WALL BRACING

ROD STIFFENER DETAIL

D

DETAIL

3. SWISSLOG UNDERSTANDS THAT THE DECK IN BUILDING 650 IS COMPOSED

OF TAR AND GRAVEL

STRUCTURE SHOWN FOR REFRENCE ONLY.

PNEUMATIC TUBE BRACING REQUIREMENTS:

DETAILS FOR THE SEISMIC BRACING AND ANCHORAGE OF TRANSMISSION LINES (TUBING)

ASSOCIATED WITH THE INSTALLATION OF THE PNEUMATIC TUBE SYSTEM NEED NOT BE INCLUDED WITHIN THE SCOPE OF THE OSHPD PLAN REVIEW SUBMITTAL AND APPROVAL PROCESS. THE OSHPD

AREA COMPLIANCE OFFICER AND/OR DISTRICT STRUCTURAL ENGINEER SHALL REVIEW HANGING

DETAILS FOR THE INSTALLATION OF PNEUMATIC TUBING IN THE FIELD AS DESCRIBED IN POLICY

INTENT NOTICE 20 (P.I.N. 20) DATED AUG 25, 2004.

** SEISMIC BRACES ARE NOT REQUIRED FOR PNEUMATIC TUBE SYSTEM

TRANSMISSION LINES EXCEPT UNDER THE FOLLOWING CONDITIONS:

A. CONDITIONS WHERE THE PIPING IS WITHIN 6 INCHES OF THE SUSPENDED

CEILING LATERAL FORCE BRACING SYSTEM.

B. PT SUPPORTED 12 INCHES OR LESS

IN LENGTH FROM THE TOP OF THE PIPE TO THE BOTTOM OF STRUCTURAL

SUPPORT SHALL NOT NEED LONGITUDINAL & TRANSVERSE BRACE, PER

ASCE/SEI SECTION 13.6.8.1

D. IT IS DETERMINED BY THE

HOSPITAL THAT THE PNEUMATIC TUBE SYSTEM SHALL BE DESIGNED AS

AN " ESSENTIAL SYSTEM", FOR CONTINUED OPERATION FOLLOWING A

SEISMIC EVENT.

C. IT IS DETERMINED BY THE "PROFESSIONAL OF

RECORD" THAT THE PNEUMATIC TUBE SYSTEM SHALL BE BRACED AND

ANCHORED PER THE REQUIREMENTS OF THE APPROPRIATE EDITION OF

THE CALIFORNIA BUILDING CODE.

3/8" ALL-THREAD HANGER ROD

NOTE:

1) PROVIDE VERTICAL SUPPORT AT 10'-0" O.C. (U.N.O)

6" MAX. PNEUMATIC TUBE

16 GA. GALVANIZED STEEL

(E) SLAB/DECK

HILTI 00257364 OR PHD 180S

(6")/PHD 141 (4") ADJUSTABLE

SWIVEL RING HANGER (TYP.)

(HARDWARE INCLUDED BY MANUF.)

M A

X

1/ 4"

T Y

P

E/PT-S10

LOW FLUTE C/L

+ - 1" MAX TYP

LOW FLUTE C/L

+ - 1" MAX TYP

3/8" ALL THREAD HANGER ROD

AT 10'-0" TYP (ROD STIFFENER

AT BRACED CONNECTIONS

ONLY) SEE G/PT-S10

UNISTRUT P1000HS

6" MAX. PNEUMATIC TUBE, 16 GA

GALV STEEL w/P2070 CLAMP

ROD COUPLER (TYP.)

(E) SLAB/DECK

**UNISTRUT P1000HS TRANSVERSE

BRACING AT 40'-0" O.C. MAX. FOR

LOCATION SEE **

NOTES:

*HEIGHT VARIES DEPENDING ON MAX BRACE LENGTH & ANGLE. H=96" MAX.

**SEE PNEUMATIC TUBE BRACING REQUIREMENTS A/PT-S11

L BRACE= 120" (M

AX.)

UNISTRUT P1546 OR P1843

ADJ HINGE WITH 3/8"

BOLT, STD. WASHER &

CHANNEL NUT EACH END

*H

30 MIN

60 MAX

6" (TYP)

1 1/2" MIN

D/PTS1.0 E/PTS1.0

3/8" ALL THREAD HANGER ROD

AT 10'-0" TYP (ROD STIFFENER

AT BRACED CONNECTIONS

ONLY) SEE G/PT-S10

UNISTRUT P1000HS LONGITUDINAL

BRACING AT CENTER OF TUBE AT

40'-0" O.C. MAX.

FOR LOCATION AND SPACING SEE **

P2070 PIPE CLAMP

6" PNEUMATIC TUBE 16 GA. GALV. STEEL

COUPLER

L

BRACE =

M

AX.)

P1000HS

UNISTRUT P1546 OR P1843 ADJ

HINGE WITH 3/8" BOLT, STD. WASHER

& CHANNEL NUT EACH END

(E) SLAB/DECK

*H

NOTES:

*HEIGHT VARIES DEPENDING ON MAX BRACE LENGTH & ANGLE. H=96" MAX.

**SEE PNEUMATIC TUBE BRACING REQUIREMENTS A/PT-S11

D/PT-S1.0E/PT-S1.0

30 MIN60 MAX

TA

PIPE RUN "B"

T T T

48" CONTINUOUS

RADIUS BEND

END OF PRV BEND

P

IP

E R

U N

A

T

L

"TA" CAN BE USED AS LONGITUDINAL BRACE FOR PIPE

RUN "B" & "TB" AS LONGITUDINAL BRACE FOR PIPE RUN

"A" WHEN "d" IS WITHIN 60 INCHES (SEE NOTE 3)

PROVIDE TRANSVERSE BRACE AT LAST

VERTICAL SUPPORT

SEE NOTE 3

T

L

NOTE:

1) T - INDICATES TRANSVERSE BRACING @ 40'-0" O.C. MAX.

L - INDICATES LONGITUDINAL BRACING SINGLE TUBE RUN @ 40'-0" O.C. MAX.

**SEE PNEUMATIC TUBE BRACING REQUIREMENTS ON SHEET PT-S11

2) NO ADDITIONAL SEISMIC BRACES ARE REQUIRED ON SINGLE 6" P-TUBE OFFSETS LOCATED BETWEEN BRACED CONNECTIONS.

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.

4) SUM OF INDIVIDUAL P. TUBE BRACING DISTANCE FROM TRANSFER UNIT SHALL NOT TO EXCEED 180 FT (e.g. FOR 1x6 TRANSFER

UNIT, {1 TUBE IN & 6 TUBE OUT} 7 TUBES x 25 FT AVG. BRACE DISTANCE (40 FT MAX.) = 175 FT. (TOTAL)

5) ALL SEISMIC BRACING CAN BE ROTATED TO ± 5° MAXIMUM, TYPICAL AT PNEUMATIC TUBE SEISMIC BRACING.

L

T

NOTE 4

TRANSFER UNIT

SEE B/PT-S10

STATION SEE

A1/PT-S10 OR A2/PT-S10

24" MAX

MAX SPACING FOR TRANSVERSE

AND LONGITUDINAL BRACES (TYP.)

d

N O

T E

S E

E d N

O T

E

S E

E

SEE

TBT

(SEE NOTE 5)

L L L

(E) 3 METAL DECK WITH

3 1/4" LW CONC. FILL

MAX. 6"x 16 GA. STEEL

PNEUMATIC TUBE

P2070 PIPE CLAMP

STRUT/CLAMP ASSEMBLY W/P1000HS UNISTRUT, P1026 OR P1068 ANGULAR FITTING,

3/8" DIA HILTI KB-TZ (ESR-1917) OR KB-TZ2 (ESR-4266) WEDGE ANCHOR 2" MIN EMBED

& BOLT/WASHER & P3008 CHANNEL NUT TYP EA END..

ANGULAR FITTING MAY BE INSTALLED ON FRONT OR BACK SIDE OF RISER ASSEMBLY

TYP

8" MAX. CORE OR SLEEVE

THROUGH FLOOR SLAB OR WALL

SECTION VIEW PLAN VIEW

FIRE STOP PENETRATION

AS REQUIRED

NOTE: RISER CLAMP MAY BE INSTALLED ABOVE OR BENEATH THE FLOOR SLAB.

NEXT GRAVITY SUPPORT AT 10' HORIZONTAL. NEXT SEISMIC SUPPORT AT 40' MAX.

FOR MULTIPLE PNEUMATIC TUBE RISER, PROVIDE CONTINUOUS STRUT W/ ANGULAR FITTING,

BOLTS & EXPASION ANCHOR ASSEMBLY @ 24" MAXIMUM SPACING.

P1026 OR P1068 ANCULAR FITTING MAY BE INSTALLED ON FRONT OR BACK SIDE OF STRUT.

3" MIN. @ EDGE OF SLAB

OR @ MECHANICAL SHAFT

3" M

IN

1" M

IN

3" M

IN

P1000 OR P1000HS UNISTRUT TYP P1000 HS STRUT

ELEVATION VIEW

1/2" GAP AT JOINT

6" PNEUMATIC TUBE, 16

GA. GALV. STL. TYP.

PT COUPLER

TRANSVERSE &

LONGITUDINAL BRACING

TYP EACH SIDE OF JOINT

SEE C1 & C2/PT-S11

6" PNEUMATIC TUBE

SLIP JOINT

3/8" ALL THREAD HANGER

ROD WITH STIFFENERS

SEE G/PT-S10

PNEUMATIC TUBE SUPPORT

SEE A/PT-S11

BUILDING

SEPARATION

10'-0" MAX TYP 36" MAX TYP 42" (+/- 12")

(E) SLAB OR LWC OVER METAL DECK SEE E/PT-S-10 TYP

1" WD X 1/8" THICK GALVANIZED STEEL 4"

OR 6" TUBE CLAMP

3/8" THREADED ROD

1" MAX FROM CL TYP.

3" MIN FLUTE TYP.

3/8"-16 NUT W/FLAT WASHER

1" WD X 1/8" THICK GALVANIZED STEEL 4"

OR 6" ROW CLAMP

3/8" THREADED ROD

3/8"16 NUT W/FLAT WASHER

3/8" 16 X 1" LG BOLT WITH FLAT

WASHER

1" WD X 1/8" THICK GALVANIZED STEEL 4"

OR 6" TUBE CLAMP

3/8" THREADED ROD

3/8" EZ-RISER SOCKET ROD HANGER

ZORO SELECT #G0978175 OR EQUIVALENT

FOR SINGLE TUBE ONLY

NOTE:

1. STRUCTURAL ENGINEER OF RECORD SHALL PROVIDE OR VERIFY

THE (E) STRUCTURE DESIGNED TO SUPPORT WEIGHTS SHOWN.

2. TUBING TO BE SUPPORTED AT A MINIMUM OF EVERY 10'

SEE E/PT-S-10 TYP

ALL THREAD HANGER ROD AT 10'-0" O.C. TYP WITH ROD STIFFENER

AT BRACED CONNECTION ONLY PER G/PT-S10G.

(SEE TABLE FOR ANCHOR BOLT SIZE & EMBEDMENT AND ROD SIZE)

PNEUMATIC TUBE 16 GA.

GALV. STL. (6" MAX.)

STRUT (SEE TABLE) TRAPEZE

VERTICAL SUPPORT AT 10'-0"

O.C.

SECTION VIEW

TRANSVERSE BRACING

PER SCHEDULE BELOW

LONGITUDINAL BRACING

EACH SIDE OF TRAPEZE

ROD COUPLER

STRUT

MAX.

SPAN (FT)

TRANSVERSE LONGITUDINAL

2 6

REQUIRED BRACE SPACING (FT) O.C.

ALTERNATE PIPE POSITION

THREADED HANGER

ROD SIZE, (IN) DIA.

HILTI KB-TZ (ESR-1917) OR KB-TZ2

(ESR-4266) ANCHOR BOLT

EMBEDMENT

(IN) MIN.

SIZE

(IN) DIA.

NO. OF

TUBES

(E) SLAB OR M. DECK

5 8 1/2 30 1/2 3 1/4

3 5 3/8 40 3/8 2

3/8 3/8 2

6 7.5 1/2 30 1/2 3 1/4

4 8.5 1/2 40 1/2 3 1/4

3 9.5 3/8 40 3/8 2

P2070 CLAMP TYP

L=

0" M

AX

NOTE:

1. SEISMIC BRACING CAN BE LOCATED AT ANY CORNER AND INSTALLED OPPOSING DIRECTION.

2. HEIGHT VARIES PER MAXIMUM BRACE LENGTH & ANGLE.

3. PNEUMATIC TUBES CAN BE INSTALLED ANYWHERE ON STRUT TRAPEZE.

1/

4" T

Y P

MAX. SPAN (SEE TABLE)

H

S E

E N

O T

E

UNISTRUT P1546 OR P1843 ADJ. HINGE W/ 3/8"∅BOLT / P3008 CHANNEL NUT (TYP.)

1 P1000HS 8 403/8 3/8 2

4 4 1/2 40 1/2 3 1/4

ONE SIDE TWO SIDES

1 MIN.

P1000HS

P1000HS

P1000HS

P1001HS

P1001HS

P1001HS

P1001HS

CL TYP

1" MAX OFFSET

B

DETAIL AT TYPICAL TUBE SUPPORT

C1

DETAIL AT TUBE TRANSVERSE BRACE

C2

DETAIL AT TUBE LONGITUDINAL BRACE

A

TYPICAL LOCATION OF LATERAL BRACING FOR P-TUBES

D

PNEUMATIC TUBE RISER DETAIL

E

SLIP JOINT CONN. DETAIL AT BLDG SEPARATION

G

TUBE SUPPORTS ROW CLAMPS

F

TRAPEZE SUPPORT & LATERAL BRACES

DEET H

H

NOTE:

BLOWERS MOUNTED TO SLAB WITHIN MECHANCIAL ROOM AND NOT ON ROOF.