ATTACHMENT V- Ceiling Lift Room Drawings.pdf

PDF 1 MB Posted Feb 18, 2026

Attached to: Z1DA--Install Patient Ceiling Lift 583-26-509
Solicitation number: 36C25026Q0243
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Feb 18, 2026

This document is an installation drawing set for ceiling lift systems at VAMC Indianapolis. The drawings specify detailed installation requirements for 17 rooms across the VA Medical Center facility, with layouts, dimensions, and structural specifications for ECS (Electrical Ceiling System) lift installations. The document includes installation details for various room configurations with safe working loads (SWL) ranging from 600 lbs to 1,000 lbs, requiring load testing at 1.5 times the SWL. Concrete slab structures must meet a minimum 4,000 PSI capacity, and all installations require 27.6 MPA (4,000 PSI) minimum tile ceiling capacity. The distributor is ARJO with representative Jim Bartram, dated December 13, 2024, reference number IR-096047.

The installation drawings cover multiple room types including patient care areas, surgical rooms, dialysis bays, and morgue facilities with specific track layouts, wall fixations, and hardware specifications. Key requirements include electrical power availability within 3 meters of charging stations, facility responsibility for relocating obstructions (vents, pipes, lights, sprinklers), and signed approval of all 28 drawing pages prior to installation. Important notes specify that Arjo reserves the right to modify track layouts, that the facility must verify adequate building structure capacity, and that any deviations from Arjo specifications must be documented and returned for as-built revisions. Hardware is completely included with installations per structural specifications, and initial load testing must be performed at the specified SWL multiplier before operational use.

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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)

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

ARJO

JIM BARTRAM

1 / 28

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

Legend

(*) 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

VAMC Indianapolis 1481 W 10th St Indianapolis, IN 46202

90"h90 h

E C

S E

C S

12"

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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

2 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1126(#28)

A=96"

B=36"

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.*****

84"h90

84"h90 h

E C

S E

C S

12"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

3 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1125(#27)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

78"h90 h

E C

S E

C S

12"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

4 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1121(#26)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

E C

S E

C S

12"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

5 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1169(#30)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

116" h140 Machined end

ECS-ECS

ServZone

6" 108"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

6 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1149(#5)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

CURTAIN

CURTA

AIN

CURTAIN

CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN CURTAIN

133"H140

ECS-ECS

72"H180

NOTE

REMOVING A SECTION OF LINEAR TRACK AND INSTALLING A NEW XY

SYSTEM AND ADDING 2 NEW DROPS TO EXISTING LINEAR PORTION THAT

WAS NOT REMOVED

EXISTING DROP

NEW DROPS

REMOVED LINEAR PORTION

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

7 / 28

1000LB [454KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

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.*****

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED A-1159

A=108"

B=24"

D=6" ECS SYSTEM

h h

102" h140 Machined end

ECS-ECS

ServZone

3"102"3"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

8 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1114

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

66"h90

66"h90 h

E C

S E

C S

12"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

9 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1115(#24)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

E C

S E

C S

12"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

10 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1168(#29)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

CURTAIN

90"h90

90'h90 h

E C

S E

C S

12"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

11 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1165(#2)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

102"h140 Machined end

ECS-ECS

ServZone

3" 102" 3"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

12 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1164(#1)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

NOTCHED 164"h180

ECS-ECS

12" 144" 60"

NOTCH TRAVERSE RAIL FOR CLEARANCE

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

13 / 28

1000LB [454KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

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.*****

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1146(#3)

A=96"

B=36"

D=6" ECS SYSTEM

h h

108" h140 Machined end

ECS-ECS

ServZone

6" 108" 6"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

14 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

ED 1148(#4)

A=96"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

CURTAIN

84"h90

84"h90 h

E C

S E

C S

11 1/2"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

15 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

PACU A4151

A=108"

B=36"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

153"h140

ECS-ECS

132 1/2"

37 1/2"45 1/2"

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 1/4" = 1'

16 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

CYSTO C4034

A=96"

B=38"

D=6" ECS SYSTEM

NOTE: ATTENTION INSTALLERS

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

150"h140

ECS-ECS

h h

132"h140

ECS-ECS

h h

109"h140

ECS-ECS

h h

79" 118"

14"

94" 41 1/2"

10"

4" 10"

14" 130" 107"

BAY 16

BAY 17

BAY 18

BAY 19

BAY 20

BAY 21

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 3/16" = 1'

17 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

B D

27.6 MPA [4000 PSI] MIN.

TILE

DIALYSIS BAYS 16, 20,21

A=103"

B=32"

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.***** un005140 Rectangle un005140 Callout installed under seperate project

132"H140

ServZone

ECS SYSTEM

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 3/16" = 1'

18 / 28

600LB [272KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

LISTING OF ROOM NUMBER(S):

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

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.*****

WALLFIXATION

MORGUE C-B121

A=94" ECS SYSTEM

WALL POST

STEEL STUDS

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

19 / 28

600LB [272KG]

900LB [408KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

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

NOTES:

2. USE A RECOGNIZED INSTALLATION METHOD FOR EXPANDABLE "MOLLY" ANCHORS TYPE

3. MAX. TORQUE 10in - lb (1,13N.m.)

4. DRYWALL DAMAGE MAY OCCUR IF OVER TORQUE

5. STANDARD METHOD FOR SYMMETRICAL INSTALLATION ONLY (TWO OR MORE WALL POSTS)

6. ITEMS 1 TO 5 ARE INCLUDED IN KIT 700.12900 / 700.12910.

7. REFER TO MANUAL 001.12900.EN FOR ASSEMBLY INSTRUCTIONS FOR KIT 700.12900.

8. REFER TO MANUAL 001.12910.EN FOR ASSEMBLY INSTRUCTIONS FOR KIT 700.12910.

1 3 2

SEE NOTE 6 & 7

VOIR NOTE 6 & 7

FLOOR - PLANCHER

m i n

VUE DU DESSUS - TOP VIEW

VUE DE CÔTÉ - SIDE VIEW

SEE NOTE 7 & 8

VOIR NOTE 7 & 8

IMPERIAL STANDARD METHOD

6* WALL POST 3M KWIKTRAK 1

5 200.12950 PVC STRIP GRAY * 1

4 200.12900 WALL POST EXTRUSION * 1

3 000.03450 FLAT WASHER M6 (25 OD), ZINC PLATED STEEL * 9

2 000.03235 SCREW M6 X 80 HEX ZINC * 9

1 000.00660 GYPSUM ANCHOR M6 * 9

Item P/N Imperial Description (EN) Kit Qty

700.129XX

WALL POST KWIKTRAK MUST BE

IN CONTACT WITH THE FLOOR

IF THE WALL POST KWIKTRAK ALIGNS

ANYWHERE WITH A STUD IN THE WALL, ADD A

1/2" SELF-TAPPING SCREW AT THAT LOCATION

NOTE:

LIFT CAPACITY= 600 LBS

LIFT TRACK BY

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

14" MAX

10" MIN

EXISTING CONCRETE

SLAB MIN 3 1/8"

EQUAL +2" OF

CENTERLINE

OF STRUT

2 7 9 11

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."

" NOMINAL

EMBEDMENT TYP.

121212

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

***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 "

LUS-P1063 1

UNISTRUT 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

20 / 28

600LB [272KG]

900LB [408KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

EXISTING CONCRETE

SLAB MIN 3 1/8"

2 7 9 11

BRACE

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."

" NOMINAL

EMBEDMENT TYP.

121212

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

***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

HDI DROP IN ANCHOR 1

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 "

LUS-P1063 1

UNISTRUT SQUARE PLATE

CHANNEL NUT W/SPRING 3/8"-16

18 000-01441 HILTI KB-TZ2 3/8 X 3 3/4 1

- 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

21 / 28

600LB [272KG]

900LB [408KG]

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

BRACE

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."

121212

2 7 9 11

BRACE

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

" MIN.

EMBEDMENT

TYP.

14" MAX

10" MIN

EQEQ

" MIN.

EMBEDMENT

TYP.

EXISTING CONCRETE DECK

3,000 PSI MINIMUM

4" VERY LIGHT CONCRETE VERMICULITE

FINISHED TILE CEILING

BY OTHERS

***NOTE

EVERYTHING HIGHLIGHTED IN

BLUE IS PROVIDED BY ARJO AND

INSTALLED BY ARJO.****

Item # Part # Description Qty

000.00394 THREADED ROD 3/8-16 X 10' ZINC 53

000.00402 LOCKNUT STOVER 3/8-16 ZINC 14

000.00405 NUT 3/8-16 ZINC 105

000.04430 FLAT WASHER M10 ZINC 5

200.11140 CEILING PLATE ø100MM 3

200.11170 BRACKET SHIM 12mm 1

000-01441 HILTI KBTZ 2 3/8 X 3 3/4 3

700.11100 TRACK BRACKET KWIKTRAK 1

LUS-P1068 UNISTRUT ANGLE 2

000.04435 TAB WASHER M10 1

000.00425 LOCKWASHER 3/8" 8

000.04875 FLAT WASHER M12 6

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

1-5/8 x 10' SLOTTED CHANNEL16 LUS-P1000t

000.00380 BOLT 3/8" - 16 X 1 1/2"

3/8NC16 X 1 3/4 COUPLING NUT17 000.00410 2

SQUARE PLATE18 LUS-P1063 7

46"

19 3(20")1-5/8 x 10' SLOTTED CHANNELLUS-P1000T

LUS-P1008 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

22 / 28

600LB [272KG]

900LB [408KG]

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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

23 / 28

600LB [272KG]

900LB [408KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

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

ACCEPTABLE ANGLE

LATERAL BRACE

LUS-P1000T

FLAT WASHER M12

000.04875

CONCRETE

HILTI KBTZ2 3/8 X 3 3/4

000-01441

BELOW CEILING 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

24 / 28

600LB [272KG]

900LB [408KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

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

BRIDGE DETAIL

Item # Part # Description Qty

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

000.00405 NUT 3/8-16 ZINC 6

TYP. ROD

HANGER PER

PLANS AND

DETAILS

SQUARE PLATE 3/8"

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

LIFT CAPACITY= 1000 LBS

ARJO

3/4" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

14" MAX

10" MIN

EXISTING CONCRETE

SLAB MIN 3 1/8"

EQUAL +2" OF

CENTERLINE

OF STRUT

2 7 9 11

BRACE

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."

" NOMINAL

EMBEDMENT TYP.

121212

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

***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 "

LUS-P1063 1

UNISTRUT 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

25 / 28

1000LB [454KG]

1500LB [681KG]

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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

26 / 28

1000LB [454KG]

1500LB [681KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

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

ACCEPTABLE ANGLE

LATERAL BRACE

LUS-P1000T

FLAT WASHER M12

000.04875

CONCRETE

HILTI KBTZ2 3/8 X 3 3/4

000-01441

BELOW CEILING 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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

27 / 28

1000LB [454KG]

1500LB [681KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

MAX. STRUT BRIDGE "SPAN"

STRUT

LIFT CAPACITY

P1000T

P1000

P5500T

P5500

P5501

P5001

P1001

P5000

2'-1"

2'-9"

3'-9"

3'-6"

6'-6"

7'-6"

1000#

1'-1"

1'-6"

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

TWIN ROD AT

MS 1000 LIFTS

BRIDGE DETAIL

Item # Part # Description Qty

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

000.00405 NUT 3/8-16 ZINC 6

TYP. ROD

HANGER PER

PLANS AND

DETAILS

SQUARE PLATE 3/8"

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

VAMC INDIANAPOLIS

IR-096047

13-DEC-2024

un001629 N/A

28 / 28

1000LB [454KG]

1500LB [681KG]

Rev1-un001629 31-JAN-2025

Rev2-un001629 11-SEP-2025

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

Sheets and Views

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-Title

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-02

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-03

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-04

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-05

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-06

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-06 (2)

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-07

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-08

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-09

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-10

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-11

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-12

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-13

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-15

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-18

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-19

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-23

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.01-S1 (4)

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.01-S1

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.01-S1 (2)

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.01-S1 (3)

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.01-LateralUS

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.01-LateralUS (2)

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.03-S1

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.03-LateralUS

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-31210.03-LateralUS (2)

IR-096047 QC-12132401 VAMC Indianapolis - Rev 2-X-BB-BD-ECS.ECS-X-ECS-ECS

File details come from the government source that posted it. Updated Feb 18, 2026.