Attachment 4 - Drawing Set.pdf

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

G001

COVER SHEET

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

3200 Vine Street, Cincinnati OH

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

539-26-505

FULLY SPRINKLERED

UNITED STATES DEPARTMENT OF VETERANS AFFAIRS

V.A. MEDICAL CENTER

CINCINNATI, OHIO

REPLACE iDXA C211

PROJECT # 539-26-505

DRAWING INDEX

SHEET #

G001 G101

AD101

A101 A301 A501 A601 A701 E101

SHEET TITLE

COVER SHEET

ICRA PLAN

DEMOLITION PLAN

NEW WORK PLAN

INTERIOR ELEVATIONS

LAVATORY DETAILS

REFLECTED CEILING PLAN

SCHEDULES

ELECTRICAL NEW WORK PLAN

CEILING TRACK INSTALLATION

DRAWING SET

INFECTION CONTROL

CONSTRUCTION ACTIVITY - INFECTION RISK: TYPE C

OVERALL PATIENT RISK CATEGORY: HIGH RISK

CLASS OF PRECAUTION MATRIX: TYPE IV ICRA

INFECTION CONTROL

GENERAL NOTES

A. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN:

STARC SYSTEMS, FOR ACTIVITIES CAUSING DUST AND/OR

DEBRIS, OR AT EXTERIOR LOCATIONS TO PREVENT PEOPLE

OR WEATHER INTRUSION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'6" WIDE, AND 6' CLEAR IN LARGER

CORRIDORS. PROVIDE ACCESS DOORS AS NECESSARY.

CHIEF OF ENGINEERING

ZACH SCHMIDT

Gamma

Hot Lab C212

Tele.

C208

Corridor C*2*6

Stor.

C216P

I.V. Prep Rm.

C207

Elec.

C209

Bone Density Lab

C211

Tlt.

C216Q

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

G101

ICRA PLAN

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 3/4" = 1' - 0"

NEW WORK PLAN

FULLY SPRINKLERED

GENERAL NOTES

A. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN:

STARC SYSTEMS, FOR ACTIVITIES CAUSING DUST AND/OR

DEBRIS, OR AT EXTERIOR LOCATIONS TO PREVENT PEOPLE

OR WEATHER INTRUSION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'6" WIDE, AND 6' CLEAR IN LARGER

CORRIDORS. PROVIDE ACCESS DOORS AS NECESSARY.

PLAN NOTES

1. INSTALL TEMPORARY CONSTRUCTION PARTITION ANTE ROOM TO

MATCH THE ICRA LEVEL REQUIREMENTS.

4 5 6

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

AD101

DEMOLITION PLAN

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 3/4" = 1' - 0"

DEMOLITION PLAN

FULLY SPRINKLERED

GENERAL NOTES

A. FOR EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES, WIRING

DEVICES, CONDUITS, ETC., SHOWN ON PLANS TO BE REMOVED,

COMPLETELY CUT/CAP CONDUITS AT THE AREA OF WORK

PERIMETER AND REMOVE CONDUIT WITHIN THE WORK AREA,

DISCONNECT WIRING AT THE OVERCURRENT PROTECTIVE DEVICE

AND REMOVE WIRING COMPLETELY FROM THE ABANDONED

CONDUITS.

B. DISCONNECT ALL ABANDONED WIRING OF ALL TYPES AT THE

OVERCURRENT PROTECTIVE DEVICE. COMPLETELY REMOVE ALL

ABANDONED WIRING.

C. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND

CONDUCTORS PASSING THROUGH RENOVATED AREAS AND

SERVICING UNDISTURBED AREAS.

D. PATCH AND REPAIR ALL SURFACES AFFECT BY DEMOLITION TO

MATCH ADJACENT FINISHES.

PLAN NOTES

1. REMOVE EXISTING SINK FIXTURE. CAP PLUMBING LINES FOR

REUSE WITH NEW SINK.

2. REMOVE EXISTING FUME HOOD AND ASSOCIATED SUPPORTS.

3. REMOVE EXISTING HORIZONTAL SURFACE-MOUNTED

POWER/DATA RACEWAY. PREPARE WALL FOR PATCH AND PAINT.

4. REMOVE EXISTING SHEET VINYL FLOORING AND INTEGRAL COVE

BASE. PREP FLOOR TO RECEIVE NEW FINISHES.

5. REMOVE EXISTING ACT CEILING SALVAGE AND REINSTALL

EXISTING FIXTURES AND DEVICES, EXCLUDING LIGHT FIXTURES.

6. REMOVE EXISTING UPPER WALL CABINET UNITS.

P-1

P-1

P-1

P-1 P-1

CT-1

P-1P41815'-11 1 16"

8'-2 1 16"

1'-91 2"

2'-31 4"

4'-93 4"

5'-03 4"

9'-313 16"

15'-6"

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

A101

NEW WORK PLAN

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 3/4" = 1' - 0"

NEW WORK PLAN

FULLY SPRINKLERED

PLAN NOTES

1. INSTALL LUXURY VINYL TILE FLOORING (LVT-1) THROUGHOUT

ROOM. SEE FINISH SCHEDULE.

2. INSTALL RESILIENT BASE. SEE FINISH SCHEDULE AND INTERIOR

SECTIONS PLAN.

3. INSTALL NEW WALL-MOUNTED LAVATORY. SEE FIXTURE

SCHEDULE.

4. INSTALL UPPER CABINETS. SEE INTERIOR SECTIONS PLAN AND

EQUIPMENT SCHEDULE.

GENERAL NOTES

A. VERIFY ALL DIMENSIONS IN FIELD.

B. ALL DIMENSIONS ARE TAKEN TO FACE OF GYPSUM

WALLBOARD.

34"

30"

38"

3" 15"

38"

38"

CT-1

RB-1

PL-1

PL-1

RB-1

15"

38"

24" 24" 24" 24"

4'-10"

34" CT-1

RB-1

PL-1 PL-1

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

A301

INTERIOR SECTIONS

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 3/4" = 1' - 0"

INTERIOR SECTION 1

FULLY SPRINKLERED

SCALE | 3/4" = 1' - 0"

INTERIOR SECTION 2

SCALE | 3/4" = 1' - 0"

INTERIOR SECTION 3

PLAN NOTES

1. INSTALL CERAMIC TILE AROUND LAVATORY. SEE FINISH SCHEDULE.

2. INSTALL UPPER CABINETS AS SHOWN IN DRAWING. PROVIDE

PLASTIC LAMINATE FINISH ON ALL CABINETS. SEE FINISH

SCHEDULE.

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

A501

LAVATORY DETAILS

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 1-1/2" = 1' - 0"

LAVATORY DETAIL

FULLY SPRINKLERED

118"h90

118"h90

97" h140

EC

S-

EC

S

44"h90

44"h90

6"

64 1/2"

24"

97 1/2" 6 1/2"

3 3

Project Number:

Building Number:

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

A601

REFLECTED CEILING PLAN

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 3/4" = 1' - 0"

REFLECTED CEILING PLAN

FULLY SPRINKLERED

PLAN NOTES

1. INSTALL 2X2' SUSPENDED ACOUSTIC CEILING TILE/GRID (ACT-1).

SEE FINISH SCHEDULE.

2. INSTALL CEILING TRACK/LIFT. SEE ARJO INSTALLATION DRAWINGS.

3. INSTALL RECESSED LED LENSED LAY-IN FIXTURE. SEE LIGHTING

SCHEDULE.

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

A701

SCHEDULES

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

FULLY SPRINKLERED

FINISH SCHEDULE - ROOM C211

CODE FINISH TYPE MANUFACTURER PRODUCT/COLOR COMMENTS

ACT-1

CT-1

P-1

RB-1

ACOUSTIC CEILING TILE

PAINT

RUBBER BASE

ARMSTRONG

BENJAMIN MOORE

TARKETT

FINE FISSURED, 1728, 24" X 24", WHITE

981 WIND'S BREATH, SATIN

MILLWORK, REVEAL 6", 32 PEBBLE

* EQUIVALENT PRODUCTS FROM OTHER MANUFACTURERS THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS

WILL BE ACCEPTABLE UPON APPROVAL, IN WRITING, BY THE CONTRACTING OFFICER

FIXTURE SCHEDULE - ROOM C211

CODE MOUNTING HEIGHT DESCRIPTION FLOW COMMENTS

P418 34" TO RIM LAVATORY / WALL HUNG / 20" x 18" / ADJUSTABLE TEMP. / ADA 0.5 GPM BATTERY OPERATED / SENSOR OPERATED GOOSENECK SPOUT / LAV SHIELD

LVT-1 LUXURY VINYL PLANK ARMSTRONG DUO, SPETTRO, CASPIAN SAND, 18"x36", INSTALL: BRICK ASHLAR

CERAMIC TILE AMERICAN OLEAN MATTE ALMOND 0087, 6"x6" GROUT: LATICRETE SPECTRALOCK PRO PREMIUM GROUT, COLOR: 85 ALMOND

PL-1 PLASTIC LAMINATE FORMICA NATURAL TEAK 8849058, MATTE FINISH USE FOR CABINET FINISH

RECESSED LED LENSED LAY-IN FIXTURE

HOUSING: DIE-FORMED COLD-ROLLED STEEL. HINGED OPTIC

SYSTEM. SPRING LOADED LATCHES. SINGLE GASKETING

FINISH: HIGH-REFLECTANCE WHITE BAKED ENAMEL FINISH.

OPTICS: HIGH TRANSMISSION EXTURDED ACRYLIC LENSES. A12

PATTERN.

LAMPS: LED LIGHT SOURCE, 60,000 HOUR RATED AT L80, 80 CRI.

4000K

CERTIFICATION: UL1598, UL2108, CSA LABEL. EMERGENCY FIXTURES-

UL924. DESIGNLIGHTS CONSORTIUM (DLC) QUALIFIED.

DAMP LOCATION LABELED.

IC RATING - STANDARD

DIMMING: 0-10VDC 1% DIMMING.

VOLTAGE: UNIVERSAL 120-277V.

VARIATIONS: “B6a” 2’ X 4’ 3500 LM, 27 W, NOMINAL “B6b” 2’ X 4’ 4300 LM, 34 W, NOMINAL “B6c” 2’ X 4’ 5500 LM, 45 W, NOMINAL “B6d” 2’ X 4’ 9000 LM, 73 W, NOMINAL

“B6w” 2’ X 2’ 1400 LM, 13 W, NOMINAL “B6x” 2’ X 2’ 2000 LM, 18 W, NOMINAL “B6y” 2’ X 2’ 2500 LM, 24 W, NOMINAL “B6z” 2’ X 2’ 4300 LM, 42 W, NOMINAL

A1

EQUIPMENT SCHEDULE - ROOM C211

NAME DESCRIPTION

CB020 - Cabinet, W-H, 2 Shelf, 1 DO, Sloping Top, 38Hx24Wx13D

Wall cabinet with two adjustable shelves, solid right or left-hinged door (appropriate door hinge configuration to be indicated on equipment elevation drawings), and sloping top. Also referred to as a solid hinged single door case. For general purpose use throughout the facility.

CB020 - Cabinet, W-H, 2 Shelf, 1 DO, Sloping Top, 38Hx30Wx13D

Wall cabinet with two adjustable shelves, solid right or left-hinged door (appropriate door hinge configuration to be indicated on equipment elevation drawings), and sloping top. Also referred to as a solid hinged single door case. For general purpose use throughout the facility.

Drawing Number:

Project Title:

Location:

Issue Date: Checked: Drawn:

Drawing Title:

Approved:

VA FORM 08 - 6231

E101

ELECTRICAL NEW WORK PLAN

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase:

321 4 6 7 8 9 10

REPLACE iDXA C211

CINCINNATI, OHIO (539)

12/31/2025 LH

CONSTRUCTION

DOCUMENTS

CHIEF OF ENGINEERING

ZACH SCHMIDT

539-26-505

SCALE | 3/4" = 1' - 0"

ELECTRIC NEW WORK PLAN

FULLY SPRINKLERED

PLAN NOTES

1. INSTALL NORMAL DUPLEX POWER RECEPTACLE

2. INSTALL EMERGENCY DUPLEX POWER RECEPTACLE 90 INCHES

ABOVE FINISH FLOOR FOR CEILING LIFT POWER.

3. INSTALL NORMAL QUADRAPLEX POWER RECEPTACLE.

4. INSTALL NORMAL DUPLEX RECEPTACLE WITH GCFI.

5. INSTALL DATA OUTLET.

6. INSTALL TELEPHONE/DATA OUTLET.

LEGEND

RECEPTACLE, DUPLEX

RECEPTACLE, DUPLEX ON EMERGENCY POWER

RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER

RECEPTACLE, QUADRAPLEX

RECEPTACLE, DUPLEX ON EMERGENCY POWER 90 INCHES AFF

OUTLET, COMBINATION TELEPHONE/DATA COMMUNICATION

OUTLET, DATA ONLY

DISTRIBUTOR :

REPRESENTATIVE :

DATE (DD-MMM-YYYY) :

REFERENCE # : PAGE :

INSTALLATION DRAWING

1. The ceiling minimum structure capacity must be able to support the load specified on the installation drawing.

2. Electrical power source outlet already available by the facility at a maximum distance of 3 meters from charging station.

3. Any obstructions such as vents, pipes, lights and sprinklers that could possibly be in the path of the ceiling lifts to be removed or relocated by the facility prior to installation.

4. Modifications of door headers by the facility.

5. Arjohuntleigh reserves the right to slightly modify the track layout if necessary.

6. See the "Agreed Conditions for the Installation of Ceiling Lifts" document included with this quote for important installation details.

7. Arjohuntleigh will not be held responsible for any damages, inconvenience, resulting from hitting any non visible conduits during our installation process.

8. Signed drawings are required prior to ordering and installation of ceiling lifts. This signature of each drawings confirms agreement of all the conditions listed above.

IMPORTANT NOTES

MY SIGNATURE BELOW VERIFIES THAT I HAVE:

Reviewed all ____ pages, with a total quantity of ____ rooms, for the approbation of layout for each room and the approbation of structure for each room. I verify that the answers below are accurate to the best of my knowledge and I understand that the quote produced is dependent upon the conditions below as well as this full drawing set.

· Is a load dock available? YES NO

· Can facility accept shipment and store until install begins? YES NO

· Will a drop trailer be needed? YES NO

· Is parking available on site? Is there a fee involved? YES NO

· Are there any installation time frame limitations?

What are they? YES NO

· Is a level of infectious control required? YES NO

If YES, then what level ___________________________

CUSTOMER

APPROVAL: DATE:

REVISION(S) DATE(S) (D-M-Y)

VA CINCINNATI

IR-108695

22-JUL-2025

ARJO

JIM BARTRAM

1 / 6

6 1

Legend

IV

(*) Symbol may vary depending of equipment type

Track ServZone

Track with gate

X-Y Trolley (Suspended)

X-Y Trolley (Embedded)

Turntable (Auto/Manual)

Track with gate reverse

Wall post

Wall bracket

Wall post side

Track with service zone

Track with wall fixation

Track with T-junction

Exchanger Swivel pole

IV track

Curtain track

Sprinkler

Smoke detector

Electrical outlet

Ceiling light

Ceiling vent

Access trap required

Existing access trap

Additional items

Motor/charger location

SPRINKLER SHIM

ECS-CSTAT

(*) X-Y alim. type + options

8" h9

8" h9

97" h140

ECS-ECS

"h

"h

6"

64 1/2"

97 1/2" 6 1/2"

LISTING OF ROOM NUMBER(S):

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SWL WORKING LOAD BELOW LIFT:

INITIAL LOAD TEST TO BE DONE @ SWL x 1.5

VA CINCINNATI

IR-108695

22-JUL-2025

un001629 1/4" = 1'

2 / 6

600LB [272KG]

THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY

B D

27.6 MPA [4000 PSI] MIN.

A

TILE

C211

A=96" B=43"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

*****Any deviation/changes from the Arjo specified installation details i.e. hardware, bracing, track layout

MUST be captured, marked on the drawings and returned to Arjo for an as built revision.*****

LIFT CAPACITY= 600 LBS

LIFT TRACK BY

ARJO

45° + 5

2" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

14" MAX

10" MINEXISTING CONCRETE

SLAB MIN 3 1/8"

EQUAL +2" OF

CENTERLINE

OF STRUT

2 7 9 11 615

BRACE

"NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."

2 12" NOMINAL

EMBEDMENT TYP.

121212

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

LU

S-P10

T 9'

7"

MAX.

UNISTRUT P92

'-6

" M

AX.

***NOTE

EVERYTHING HIGHLIGHTED IN

BLUE IS PROVIDED BY ARJO AND

INSTALLED BY ARJO.****

FINISHED TILE CEILING

BY OTHERS

MIN 4000PSI CONCRETE SLAB STRUCTURE BY OTHERS Item # Part # Description Qty

000.00394 THREADED ROD 3/8-16 X 10' ZINC 13

000.00402 LOCKNUT STOVER 3/8-16 ZINC 14

000.00405 NUT 3/8-16 ZINC 45

LUS-P1008 3

000.04430 FLAT WASHER M10 ZINC 5

200.11140 CEILING PLATE ø100MM 2

200.11170 BRACKET SHIM 12mm 1

000-01441 HILTI KB-TZ2 3/8 X 3 3/4 3

700.11100 TRACK BRACKET KWIKTRAK 1

LUS-P1068 UNISTRUT ANGLE 2

000.04435 TAB WASHER M10 1

1-5/8 x 10' SLOTTED CHANNEL

000.00425 LOCKWASHER 3/8" 4

000.04875 FLAT WASHER M12 4

16 LUS-P1000T 20"

200.11160 200.11150

BRACKET SHIM 3mm BRACKET SHIM 1.5mm

000.00380 BOLT 3/8" - 16 X 11/2 "

17 LUS-P1063 1UNISTRUT SQUARE PLATE

CHANNEL NUT W/SPRING 3/8"-16

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SWL WORKING LOAD BELOW LIFT:

INITIAL LOAD TEST TO BE DONE @ SWL x 1.5

VA CINCINNATI

IR-108695

22-JUL-2025

un001629 N/A

3 / 6

600LB [272KG]

900LB [408KG]

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SWL WORKING LOAD BELOW LIFT:

INITIAL LOAD TEST TO BE DONE @ SWL x 1.5

VA CINCINNATI

IR-108695

22-JUL-2025

un001629 N/A

4 / 6

600LB [272KG]

900LB [408KG]

LATERAL BRACE REQUIREMENTS REV-3

LEGEND

LATERAL

BRACE

TRACK

BRACKET

TRACK

BRACKET JOINT

4 TRACKS SECTION

3 TRACK BRACKETS JOINT

9 LATERAL BRACES

1 TRACK SECTION

0 TRACK BRACKET JOINT

3 LATERAL BRACES

2 TRACKS SECTION

1 TRACK BRACKET JOINT

4 LATERAL BRACES

3 TRACKS SECTION

2 TRACK BRACKETS JOINT

6 LATERAL BRACES

- MINIMUM 3 LATERAL BRACES.

- NUMBER OF LATERAL BRACE = (NUMBER OF TRACK BRACKET JOINT X 2) + 2.

POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL

LATERAL BRACE

LUS-P1000TFLAT WASHER M12

000.04875

CONCRETE

HILTI KBTZ2 3/8 X 3 3/4

000-01441

ACCEPTABLE ANGLE

RECESSED 1 78" TRACK

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SWL WORKING LOAD BELOW LIFT:

INITIAL LOAD TEST TO BE DONE @ SWL x 1.5

VA CINCINNATI

IR-108695

22-JUL-2025

un001629 N/A

5 / 6

600LB [272KG]

900LB [408KG]

MAX. STRUT BRIDGE "SPAN"

STRUT

LIFT CAPACITY

P1000T P1000

P5500T P5500

P5501 P5001

P1001 P5000

600#

1'-8" 2'-0"

3'-3" 4'-0" 5'-4" 4'-10" 8'-6" 10'-4"

STRUT BRIDGE PER TABLE

BELOW (SLOT- FACE DOWN)

"SPAN"

REF. TABLE BELOW

DUCT, PIPE

OR OTHER

OBSTRUCTION

AS OCCURS

STRUT TO BUILDING STRUCTURE

REF. PLANS AND DETAILS

BRACE TO STRUCTURE

REF. PLANS AND

DETAILS

BRIDGE DETAIL

Item # Part # Description Qty

000.00394 THREADED ROD 3/8-16 X 10' ZINC 21

000.00405 NUT 3/8-16 ZINC 62

TYP. ROD

HANGER PER

PLANS AND

DETAILS

SQUARE PLATE 3/8"

"NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING, HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."

LUS-P1008 CHANNEL NUT W SPRING 3/8 23

VERIFY IN FIELD

LUS-P1063

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SWL WORKING LOAD BELOW LIFT:

INITIAL LOAD TEST TO BE DONE @ SWL x 1.5

VA CINCINNATI

IR-108695

22-JUL-2025

un001629 N/A

6 / 6

Z

600LB [272KG]

900LB [408KG]

EMBEDDED X-Y CONFIG.

700-11228 - ECS to ECS wiring kit

FLUSH X-Y CONFIG. STANDARD X-Y CONFIG.

WALL MOUNTED X-Y CONFIG.

ECS - ECS CHARGING

CONTACT BOX (3X)

ECS ON FIXED RAIL

ECS ON MOVING RAIL

V5 Duo MS600 ecs MS2 ecs

MS440

V5 Duo MS600 ecs MS2 ecs

MS440

V5 Duo MS600 ecs MS2 ecs

MS440

V5 Duo MS600 ecs MS2 ecs

MS440