S02 - Drawings - QC-05131911 Va Salt Lake City - REV 3.pdf

PDF 2 MB Posted Nov 15, 2021

Attached to: Z2DA--660-22-111 Patient Lift Site Prep
Solicitation number: 36C25922Q0003
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 19

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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. Arjo 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. Arjo 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 SALT LAKE CITY

QC-05131911

13-MAY-2019

ARJO

DARRYL WILSON

1 / 44

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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

101"OAL H140

ECS-ECS

22"100"

LISTING OF ROOM NUMBER(S):

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

2 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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

1C21-14 SIM LAB

B D

27.6 MPA [3000 PSI] MIN.

TILE

A=102"

B=26"

D=10" ECS SYSTEM

96"h90

96"h90 o a l h

E C

S E

C S

24"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

3 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

BLDG 1 RM 4D09-1

D A

TILE

A=97"

B=61"

D=4" ECS SYSTEM

FLUSH TROLLEY

AutoCAD SHX Text

REFER.

AutoCAD SHX Text

PYXIS

AutoCAD SHX Text

PYXIS

AutoCAD SHX Text

PYXIS

AutoCAD SHX Text

REFER.

AutoCAD SHX Text

FOOD REFER.

AutoCAD SHX Text

LARGE MED. REFER.

AutoCAD SHX Text

1354 SQ. FT.

AutoCAD SHX Text

46 SQ. FT.

AutoCAD SHX Text 4D09-1

AutoCAD SHX Text

RECOVERY (G.I.)

AutoCAD SHX Text 4D07A-1

AutoCAD SHX Text

TOILET (UNISEX)

AutoCAD SHX Text 4D07B-1

AutoCAD SHX Text

COMMUNICATION CTR. (G.I.)

AutoCAD SHX Text 4D07-1

AutoCAD SHX Text

RECOVERY (G.I.)

AutoCAD SHX Text 4D07.04-1

AutoCAD SHX Text

EXAM ROOM

100"H140

A L

E C

S E

C S

106 1/2"

100"H140

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

4 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

3D13-1

3D15-1 MIRROR

3D21-1 MIRROR

3D27-1

A=96"

B=26"

D=8"

F=8"

G=60"

H=6" ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

FLUSH TROLLEY

A L

E C

S E

C S

107"

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

5 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

3D11-1

A=96"

B=26"

D=8"

F=8"

G=60"

H=6" ECS SYSTEM

88"H140

A L

E C

S E

C S

95"

88"H140

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

6 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

3D19-1

A=96"

B=26"

D=8"

F=8"

G=60"

H=6" ECS SYSTEM

FLUSH TROLLEY

A L

E C

S E

C S

106 1/2"

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

7 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

3D17-1

A=96"

B=26"

D=8"

F=8"

G=60"

H=6" ECS SYSTEM

FLUSH TROLLEY

A L

E C

S E

C S

107"

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

8 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

3D23-1

A=96"

B=26"

D=8" ECS SYSTEM

FLUSH TROLLEY

109" OAL H140

ECS-ECS

64"

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

9 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

3D25-1

A=96"

B=26"

D=8"

F=8"

G=60"

H=6" ECS SYSTEM

97" OAL H140

ECS-ECS

35 1/2"

NOTE

FACILITY TO REMOVE OVER THE

BED BOOM LIGHT

ARJO TO REMOVE EXISTING J

TRACKS.

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

10 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

3D29-1

A=96"

B=26"

D=8"

F=8"

G=60"

H=6" ECS SYSTEM

FLUSH TROLLEY

136" OAL H140

ECS-ECS

36"

112"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

11 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

NUC MED 2 1E05-1

A=97"

B=38"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

ECS SYSTEM

123" OAL H140

ECS-ECS

132"

38" med gas hoses need to be relocated by facility

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

12 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

A=97"

B=38"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

NUC MED 4 1E09-1

27.6 MPA [4000 PSI] MIN.

82"H90

A L

E C

S E

C S

36"

50"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

13 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

A=112"

B=21"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

NUC MED 1 1E08

27.6 MPA [4000 PSI] MIN.

118" OAL H140

ECS-ECS

93"

70"

Room will be remodeled and re-purposed ship parts but do not install .

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

14 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

A=112"

B=21"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

NUC MED 3 1E10-1

27.6 MPA [4000 PSI] MIN.

147" OAL H140

ECS-ECS

156"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

15 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

A=97"

B=30"

D=4 1/2"

G=60"

F=8"

H=8"

NUC MED 5 1E22

27.6 MPA [4000 PSI] MIN.

121"H90

A L

E C

S E

C S

22"

44"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

16 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 1

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

73"H90

A L

E C

S E

C S

48"

52"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

17 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 2 1A16B-1

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

CAPPNCAPMGCAPMCCAPQTCAPDHCAPGCCAPPNCAPMGCAPMCCAPQTCAPDHCAPGC

CAPPNCAPMGCAPMCCAPQTCAPDHCAPGC

142" OAL H140

ECS-ECS

13"

36"

2X4 LIGHT TO BE

TURNED

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

18 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 3

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

123"H90

A L

E C

S E

C S

37"

33"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

19 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 4

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

ESTCODE

120"H90

A L

E C

S E

C S

34"

44"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

20 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 5

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

93"H90

A L

E C

S E

C S

46"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

21 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 6

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

110" OAL H140

ECS-ECS

40"

48"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

22 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 7

A=92"

B=41"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

114"H90

A L

E C

S E

C S

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

23 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 8 1A06-1

A=96"

B=39"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

60" OAL H90

ECS-ECS

52"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

24 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 9 1A04E-1

A=96"

B=39"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

TILE

88" OAL H140

ECS-ECS

25"

SPRINKLER TO BE RELOCATED

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

25 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

27.6 MPA [4000 PSI] MIN.

TILE

ECS SYSTEM

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

27.6 MPA [4000 PSI] MIN.

TILE

PODIATRY 10 1A040-1

A=96"

B=39"

D=2 1/2"

G=36"

F=14"

H=6"

27.6 MPA [4000 PSI] MIN.

136" OAL H140

ECS-ECS

UPGRADING 8 EXISTING XY SYSTEMS TO ECS

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

26 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

ECS SYSTEM

94"H90

A L

E C

S E

C S

188"

A L

R E

A D

I N

S T

A L

L E

A L

R E

A D

I N

S T

A L

L E

A L

R E

A D

I N

S T

A L

L E

64"

30"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

27 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

DRYWALL

BLDG 1

3A19A,3A21A,3A28A

A=93"

B=?

D=3 1/2" ECS SYSTEM

83"H90

A L

E C

S E

C S

83"H90

A L

E C

CURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAINCURTAIN

CURTAINCURTAIN

CURTAIN

CURTAIN CURTAIN CURTAIN

IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV

IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV

IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV IV

IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV

32"

218"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

28 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

TILE

BLDG 14

GA39 ED LIFE SUPPORT 1,2

A=102"

B=24"

76" OAL H140

ECS-ECS

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

76" OAL H140

ECS-ECS

76" OAL H140

ECS-ECS

76" OAL H140

ECS-ECS

A B C

BED A MOVE FIXED RAIL AND ADD FIXED RAIL

BED B MOVE FIXED RAIL AND ADD FIXED RAIL.

CUT LONG EXISTING TRAVERSE RAIL INTO 2 TO COVER BEDS

A AND B .

BEDS C & D CUTTING DOWN ONE LONG FIXED RAILS TO

MAKE 2 INDEPENDENT SYSTEMS , UPDATE ALL TRACKS TO

ECS.

EXISTING EXISTING EXISTING

EXISTING

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

29 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

BLDG 14 ED TRAUMA GA43

BAYS 5A,5B,5C,5D

A=102"

B=24"

105" OAL H140

ECS-ECS

bay 4

60" OAL H140

ECS-ECS

bay 6

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

30 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

BLDG 14 3RD FLOOR

PACU BAYS 4,6

A=102"

B=72"

64" OAL H90

ECS-ECS

SOFFITT

18"28"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

31 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

BLDG 14 PRE-OP BAYS

4,6

MIRROR 3,5

A=102"

B=76"

105" OAL H140

ECS-ECS

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

32 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

BLDG 14 DIALYSIS

2C21

A=102"

B=34"

156"h90

156"h90 o a l h

E C

S E

C S

218"

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

33 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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 [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

B D

27.6 MPA [3000 PSI] MIN.

TILE

2B17

A=96"

B=36"

D=8" ECS SYSTEM

A L

E C

S E

C S

199"

24"

NOTE

SYSTEM TO BE SUSPENDED 14"

TO ALLOW TRAVERSE RAIL TO PASS UNDER

CAMERA

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 1/4" = 1'

34 / 44

600LB [272KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LISTING OF ROOM NUMBER(S):

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

TILE

NEW CT ROOM

A=96"

B=74"

G=68" ECS SYSTEM

STRUT BRIDGE (SLOT FACE DOWN)

FOR "G" UP TO

USE UNISTRUT

1'-8"

2'-0"

3'-3"

4'-0"

5'-4"

6'-4"

8'-6"

10'-4"

HS 158-12

P1000

HS 2716-12

P5500

P1001

P5000

P5501

P5001

FINISH

CEILING

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."

I BEAM

LIFT CAPACITY= 600 LBS

LIFT TRACK BY

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

1 6 8 10

BRACE

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

Item # Part # Description Qty

2 000.00394 THREADED ROD 3/8-16 X 10' ZINC 1

3 000.00402 LOCKNUT STOVER 3/8-16 ZINC 1

4 000.00405 NUT 3/8-16 ZINC 4

8 000.04430 FLAT WASHER M10 ZINC 6

200.11140 CEILING PLATE ø100MM 2

000.00357 BOLT 3/8" - 16 X 1 " 3

700.11100 TRACK BRACKET KWIKTRAK 1

LUS-P27XX UNISTRUT BEAM CLAMP

LUS-P1068 UNISTRUT ANGLE 2

000.04875 FLAT WASHER M12 5

000.00425 LOCKWASHER 3/8" 5

(PENDING ON STRUT USAGE)

000.04435 TAB WASHER M10 1

5 LUS-P3008 UNISTRUT CHANNEL NUT 3/8-16 4

200.11170 BRACKET SHIM 12mm 1

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

17 LUS-P1063 UNISTRUT SQUARE PLATE 1

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

35 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

STRUT (SEE CHART)

STRUT BRIDGE (SLOT FACE DOWN)

FOR "G" UP TO USE UNISTRUT

1'-8"

2'-0"

3'-3"

4'-0"

5'-4"

6'-4"

8'-6"

10'-4"

HS 158-12

P1000

HS 2716-12

P5500

P1001

P5000

P5501

P5001

FINISH

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."

STANDARD TRACK INSTALLATION

BRACED IN 2

DIRECTIONS

PERPENDICULAR

TO EACH OTHER

LIFT CAPACITY= 600 LBS

LIFT TRACK BY

ARJO

3/4" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

6 8 10 5

BRACE

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

Item # Part # Description Qty

2 000.00394 THREADED ROD 3/8-16 X 10' ZINC 2

3 000.00402 LOCKNUT STOVER 3/8-16 ZINC 2

4 000.00405 NUT 3/8-16 ZINC 6

8 000.04430 FLAT WASHER M10 ZINC 5

200.11140 CEILING PLATE ø100MM 2

700.11100 TRACK BRACKET KWIKTRAK 1

LUS-P27XX UNISTRUT BEAM CLAMP

LUS-P1068 UNISTRUT ANGLE 2

000.04875 FLAT WASHER M12 4

000.00425 LOCKWASHER 3/8" 5

(PENDING ON STRUT USAGE)

000.04435 TAB WASHER M10 1

5 LUS-P3008 UNISTRUT CHANNEL NUT 3/8-16 4

200.11170 BRACKET SHIM 12mm 1

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

000.00357 BOLT 3/8" - 16 X 1 "

16 LUS-P1063 UNISTRUT SQUARE PLATE 1

17 200.12970 THREADED ROD COVER

18 700.11380 VISIBLE LATERAL BRACE

74"LUS-P1000T

1-5/8 x 1- 5/8 12GA 10' SLOTTED

5LUS-P2486

CRADLE CLIP 15" O/C MAX SPACING

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

36 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

CONCRETE SLAB MIN 3000 PSI

LIFT CAPACITY= 600 LBS

LIFT TRACK BY

ARJO

FINISH

CEILING

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

14" MAX

10" MIN

EXISTING CONCRETE

SLAB 5"

BRACE

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."

" MIN.

EMBEDMENT TYP.

121212

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

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 35

000.00424 HILTI STRUT SADDLE NUT 3/8-16 3

000.04430 FLAT WASHER M10 ZINC 5

200.11140 CEILING PLATE ø100MM 2

200.11170 BRACKET SHIM 12mm 2

LUS-304582 HILTI KBTZ 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 6

000.00357 BOLT 3/8" - 16 X 1" 2

16 LUS-311492

20"

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

37 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LIFT CAPACITY= 600 LBS

LIFT TRACK BY

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

14" MAX

10" MIN

BRACE

EQUAL +2" OF

CENTERLINE

OF STRUT

PLACE ANCHOR WITHIN 1" OF

CENTERLINE OF DECK RIB

STRUT BRIDGE

(ROTATE

90° IF DECK RUNS

OTHER DIRECTION)

1'-0"

TYP.

4 1/2"

MIN.

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."

FINISH

CEILING

121212

2 7 9 11

BRACE

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

EXISTING CONCRETE

TOPPING

ON COMPOSITE

METAL DECK 3 1/2"

" MIN.

EMBEDMENT

TYP.

STANDARD INSTALLATIONCONCRETE PAN MIN 3000 PSI

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 35

LUS-P3008 UNISTRUT CHANNEL NUT 3/8-16 3

000.04430 FLAT WASHER M10 ZINC 5

200.11140 CEILING PLATE ø100MM 2

200.11170 BRACKET SHIM 12mm 1

LUS-304582 HILTI KBTZ 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 6

16 LUS-311492

20"

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

000.00357 BOLT 3/8" - 16 X 1 "

117 LUS-P1063 UNISTRUT SQUARE PLATE

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

38 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

BRACE MAY CONNECT TO

SLAB OR JOIST W/ TYPICAL

ANCHOR

EXISTING BEAM

CONCRETE

CONCRETE BEAM TO SLAB MIN 3,000 PSI

FINISH

CEILING

LIFT TRACK BY

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

LIFT CAPACITY= 600 LBS

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."

" MIN.

EMBEDMENT TYP.

2 7 9 11

BRACE

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

STANDARD TRACK INSTALLATION

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

000.04430 FLAT WASHER M10 ZINC 5

200.11140 CEILING PLATE ø100MM 2

700.11100 TRACK BRACKET KWIKTRAK 1

LUS-P1068

UNISTRUT ANGLE 2

000.04435 TAB WASHER M10 1

000.00425 LOCKWASHER 3/8" 4

000.04875 FLAT WASHER M12 7

HILTI KBTZ 3/8 X 3 3/4LUS-304582

1-5/8 x 10' SLOTTED CHANNEL

LUS-311492

20"

200.11170 BRACKET SHIM 12mm 1

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

000.00357 BOLT 3/8" - 16 X 1 "

LUS-P3008 UNISTRUT CHNNEL NUT 3/8-16

LUS-P1063 UNISTRUT SQUARE PLATE 3/8 1

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

39 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

M I N

VARIES

VERIFY IN FIELD

EXISTING BEAM

CONCRETE

CONCRETE BEAM (BETWEEN BEAM) MIN 3000 PSI

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."

M I N

STRUT BRIDGE (SLOT FACE DOWN)

FOR "G" UP TO

USE UNISTRUT

1'-8"

2'-0"

3'-3"

4'-0"

5'-4"

6'-4"

8'-6"

10'-4"

HS 158-12

P1000

HS 2716-12

P5500

P1001

P5000

P5501

P5001

FINISH

CEILING

LIFT TRACK BY

ARJO

" MAX. DISTANCE

BETWEEN ANGLE

FITTING AND CEILING

LIFT CAPACITY= 600 LBS

2 7 9 11

BRACE

(X2) UPPER AND LOWER

CONNECTION FOR LATERAL

BRACE MAY CONNECT TO

SLAB OR JOIST W/ TYPICAL

ANCHOR

" MIN.

EMBEDMENT TYP.

STANDARD TRACK INSTALLATION

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-P3008 UNISTRUT CHANNEL NUT 3/8-16 5

000.04430 FLAT WASHER M10 ZINC 7

200.11140 CEILING PLATE ø100MM 2

700.11100 TRACK BRACKET KWIKTRAK 1

LUS-P1281

LUS-P1068 UNISTRUT ANGLE 2

000.04435 TAB WASHER M10 1

UNISTRUT ANGLE FITTING

000.00425 LOCKWASHER 3/8" 6

000.04875 FLAT WASHER M12 9

HILTI KBTZ 3/8 X 3 3/4LUS-304582

200.11170 BRACKET SHIM 12mm 1

200.11160

200.11150

BRACKET SHIM 3mm

BRACKET SHIM 1.5mm

000.00357 BOLT 3/8" - 16 X 1 "

UNISTRUT SQUARE PLATE 117 LUS-P1063

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

40 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

4.5"

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."

CONCRETE BEAM (BETWEEN BEAM) MIN 3000 PSI

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

41 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

- ALL HARDWARE INCLUDED.

(ACCORDING TO STRUCTURE)

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

42 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

LATERAL BRACE REQUIREMENTS REV-3

LEGEND

LATERAL

BRACE

TRACK

BRACKET

TRACK

BRACKET JOINT

1 TRACK SECTION

0 TRACK BRACKET JOINT

3 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-311492

UNISTRUT

000.0XXXX

SADDLE NUT

000.00424

FLAT WASHER M10

000.04430

LOCK WASHER 3/8

000.00425

BOLT 3/8-16 X 1"

000.00357

STEEL

LATERAL BRACE

LUS-311492

FLAT WASHER M12

000.04875

CONCRETE PAN

HILTI KBTZ 3/8 X 3 3/4

LUS-304582

LATERAL BRACE

LUS-311492

FLAT WASHER M12

000.04875

BEAM CONCRETE

HILTI KBTZ 3/8 X 3 3/4

LUS-304582

BELOW CEILING TRACK

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

43 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

MAX. STRUT BRIDGE "SPAN"

STRUT

LIFT CAPACITY

HS 158-12

P1000

HS 2716-12

P5500

P5501

P5001

P1001

P5000

600#

1'-8"

2'-0"

3'-3"

4'-0"

5'-4"

6'-4"

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-P3008 CHANNEL NUT 3/8 23

VERIFY IN FIELD

LUS-P1063

BRACE IN 2 DIRECTIONS

QUANTITY OF ROOMS:

DRAWN BY :

REFERENCE # : PAGE :

SCALE :

DATE CREATED (DD-MMM-YYYY) :

SAFE WORKING LOAD BELOW LIFT:

WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION

VA SALT LAKE CITY

QC-05131911

13-MAY-2019

un001629 N/A

44 / 44

600LB [272KG]

750LB [340KG]

Rev1-un001629 23-MAY-2019

Rev2-un001629 28-SEP-2020

Rev3-un001629 28-SEP-2021

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

QC-05131911 Va Salt Lake City - REV 3-Title

QC-05131911 Va Salt Lake City - REV 3-02

QC-05131911 Va Salt Lake City - REV 3-03

QC-05131911 Va Salt Lake City - REV 3-04

QC-05131911 Va Salt Lake City - REV 3-05

QC-05131911 Va Salt Lake City - REV 3-06

QC-05131911 Va Salt Lake City - REV 3-07

QC-05131911 Va Salt Lake City - REV 3-08

QC-05131911 Va Salt Lake City - REV 3-09

QC-05131911 Va Salt Lake City - REV 3-10

QC-05131911 Va Salt Lake City - REV 3-11

QC-05131911 Va Salt Lake City - REV 3-11 (2)

QC-05131911 Va Salt Lake City - REV 3-11 (3)

QC-05131911 Va Salt Lake City - REV 3-11 (4)

QC-05131911 Va Salt Lake City - REV 3-11 (5)

QC-05131911 Va Salt Lake City - REV 3-11 (6)

QC-05131911 Va Salt Lake City - REV 3-11 (7)

QC-05131911 Va Salt Lake City - REV 3-11 (8)

QC-05131911 Va Salt Lake City - REV 3-11 (9)

QC-05131911 Va Salt Lake City - REV 3-11 (10)

QC-05131911 Va Salt Lake City - REV 3-11 (11)

QC-05131911 Va Salt Lake City - REV 3-11 (12)

QC-05131911 Va Salt Lake City - REV 3-11 (13)

QC-05131911 Va Salt Lake City - REV 3-11 (14)

QC-05131911 Va Salt Lake City - REV 3-11 (15)

QC-05131911 Va Salt Lake City - REV 3-11 (16)

QC-05131911 Va Salt Lake City - REV 3-11 (17)

QC-05131911 Va Salt Lake City - REV 3-11 (18)

QC-05131911 Va Salt Lake City - REV 3-11 (19)

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 15, 2021.