DRAFT Liko Drawings Shop Drawings Set 2.pdf

PDF 8 MB Posted Dec 11, 2024

Attached to: Y1DA--CON NRM Remodel Building 88 for CLC Space 653-25-100
Solicitation number: 36C26025R0039
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 20

About this file

Written by GovTribe AI · Dec 11, 2024

This file contains detailed architectural and engineering drawings for a Liko overhead patient lift system to be installed at the Roseburg VA Medical Center. The drawings show specifications for a ceiling-mounted traverse lift system with 600 lbs maximum lifting capacity and in-rail charging capabilities.

The drawings include floor plans showing lift locations across multiple rooms (B102-B108, C102-C108, D103-D109), elevation details showing mounting heights and clearances, structural support specifications, and detailed installation requirements for pendants, rails, and bracing. Key technical elements include H140/H160/H180 rails, Likoguard motors, traverse carriers, and mounting hardware specifications. The plans indicate requirements for wall blocking, electrical receptacles for charging, and seismic considerations. The drawings are marked as DRAFT and include notes that installation must be performed by Liko-certified installers, with structural engineering verification required by others. Room A116 is specifically noted as requiring a lift system as well.

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Overall (Scale 1/16" = 1')

This drawing is not to be used as a construction drawing, unless noted as such. Accuracy of this drawing is based upon information provided to hillrom. Optimal arrangement to be determined at time of installation.

Sheet of

Project #

Drawn by: Date: Scale:

Roseburg VA Liko Overhead Patient Lift System Ceiling Mounted (Traverse) 600 lbs Max Lifting Capacity In Rail Charging Application

LQ-622247-07-REv1 Mitch Doll 10-21-22 As Shown 1 5Hillrom is now a part of Baxter

A116 requires a lift as well

VHAPUGKnighT Draft

5'-8 9 16"

2'-3 9 16"

Max. Lifting Height (Approx.)

1'-611 16"

16" (Approx.)

Bottom of Traverse Rail

1" (Approx.)

Top of Primary Rail

3 5 16" (Approx.)

Top of Traverse Rail

3'-5" Approx.Liko Sling

X-Large R ev is io ns

Version Revision Description Date Initials

Elevation Detail *Please review lifting height to insure it is adequate for each lifting location

(Scale 1/2" = 1')

Room B107 Sim. B105, B106, B108, C105, C106, C107, C108, D104, D109, A109

(Scale 3/8" = 1')

Sheet of

Project #

Drawn by: Date: Scale:Hillrom is now a part of Baxter

4.4M H140 Rail

Likoguard Motor 600 LB Capacity

Traverse Carrier Raied

Suggested Charging Location Receptacle will be needed to plug in Battery Charger

Sheet of

Project #

Drawn by: Date: Scale:

Roseburg VA Liko Overhead Patient Lift System Ceiling Mounted (Traverse) 600 lbs Max Lifting Capacity In Rail Charging Application

LQ-622247-07-REV1

Mitch Doll 10-21-22 As Shown 2 5

14'-0 1 16"

Verify a Slimline can be installed in the corner

5'-615 16"

2'-115 16"

Max. Lifting Height (Approx.)

1'-611 16"

8" (Approx.)

Bottom of Traverse Rail

1" (Approx.)

Top of Primary Rail

8" (Approx.)

Top of Traverse Rail

3'-5" Approx.Liko Sling

X-Large R ev is io ns

Version Revision Description Date Initials

Elevation Detail *Please review lifting height to insure it is adequate for each lifting location

(Scale 1/2" = 1')

Room B103 Sim. B102, C102, C103, D103

(Scale 3/8" = 1')

Sheet of

Project #

Drawn by: Date: Scale:Hillrom is now a part of Baxter

H180 Rail

Likoguard Motor 600 LB Capacity

Traverse Carrier Raied

Suggested Charging Location Receptacle will be needed to plug in Battery Charger

Sheet of

Project #

Drawn by: Date: Scale:

Roseburg VA Liko Overhead Patient Lift System Ceiling Mounted (Traverse) 600 lbs Max Lifting Capacity In Rail Charging Application

LQ-622247-07-REV1

Mitch Doll 10-21-22 As Shown 3 5

18'-61 8"

10'-6"

Wall Will need to be shortened

BY OTHERS

3'-5" Approx.Liko Sling

X-Large

R ev is io ns

Version Revision Description Date Initials

Elevation Detail *Please review lifting height to insure it is adequate for each lifting location

(Scale 3/8" = 1')

Hallway (Scale 1/4" = 1')

Sheet of

Project #

Drawn by: Date: Scale:Hillrom is now a part of Baxter

H160 Rail

Sheet of

Project #

Drawn by: Date: Scale:

Roseburg VA Liko Overhead Patient Lift System Ceiling Mounted (Traverse) 600 lbs Max Lifting Capacity In Rail Charging Application

LQ-622247-07-REV1

Mitch Doll 10-21-22 As Shown 4 5

Wall Blocking by others

47'-6 1 16"

5'-47 8"

LIKO GENERAL NOTES

A. LIKO PATIENT LIFT SYSTEMS MUST BE INSTALLED BY LIKO-CERTIFIED INSTALLERS

B. REFER TO LIKO INSTALLATION HANDBOOK FOR INSTALLATION PARAMETERS.

C. REFER TO LIKO INSTALLATION INSTRUCTIONS FOR PROPER INSTALLATION PROCEDURES.

STRUCTURAL NOTES

A. REFERENCE LIKO POINT LOAD INFORMATION REGARDING PATIENT LIFT LOADING APPLIED TO THE BUILDING STRUCTURE. SEE BELOW.

B. IF REQUIRED, SEALED ENGINEERING DRAWINGS AND CALCULATIONS BY LICENSED ENGINEER FOR THE PROPOSED PATIENT LIFTS "BY OTHERS".

C. METHOD OF ATTACHMENT TO BUILDING STRUCTURE TO BE DETERMINED AND DESIGNED BY "OTHERS".

REFER TO LIKO LAG BOLT POLICY FOR REQUIRED INFORMATION (WHERE REQUIRED)

D. REFER TO APPROVED STRUCTURAL ENGINEERING DETAILS (BY "OTHERS") FOR METHOD OF ATTACHMENT.

E. EVALUATION OF THE EXISTING BUILDING STRUCTURE IS NOT INCLUDED.

F. THE PROPOSED PATIENT LIFT DESIGNS ASSUMES THE BUILDING STRUCTURE IS CAPABLE OF WITHSTANDING ALL LOAD

IMPOSED UPON IT BY THE EQUIPMENT AND THE ASSUMED DYNAMIC FORCES WITHOUT ADDITIONAL MODIFICATION TO THE STRUCTURE.

G. DESIGN, ENGINEERING, AND CALCULATIONS VERIFYING THE ABILITY OF THE BUILDING STRUCTURE TO WITHSTAND ALL THE LOAD FORCES OF THE

PATIENT LIFT SYSTEM, IN ITS ENTIRETY, IS THE RESPONSIBILITY OF OTHERS.

H. IF APPLICABLE, DEVELOPMENT OF SUBMITTAL PACKAGE FOR OSHPD FOR REVIEW AND APPROVAL "BY OTHERS".

I. ANY REPAIR TO FIRE-PROOFING MATERIAL COVERING STRUCTURAL STEEL "BY OTHERS".

(INSTALLERS MAY NEED TO REMOVE SECTIONS OF FIRE-PROOFING MATERIAL TO INSTALL LIKO SUPPORTS AND BRACING)

ARCHITECTURAL NOTES

A. SEALED ENGINEERING DRAWINGS AND CALCULATIONS BY LICENSED ENGINEER FOR THE PROPOSED PATIENT LIFTS "BY OTHERS".

B. ANY MODIFICATIONS TO CURTAIN TRACK(S) BY "OTHERS", IF NEEDED.

C. ANY RELOCATION SPRINKLER HEADS AND/OR SMOKE ALARMS BY "OTHERS", IF NEEDED.

D. ANY RELOCATION TV(s), CABINETRY AND/OR OVERHEAD LIGHTING FIXTURES BY "OTHERS", IF NEEDED.

E. ANY RELOCATION OF SERVICE BOOMS/ARMS AND/OR SERVICE ACCESS PANELS BY "OTHERS", IF NEEDED.

F. ANY REPAIR OR REPAINTING TO WALL, CEILING AND/OR FLOOR MOLDING "BY OTHERS".

G. ANY MODIFICATIONS TO NEW/ EXISTING DOOR HEADERS FOR ROOM-TO-ROOM CONTINUOUS RAIL PASS-THROUGH SYSTEMS BY "OTHERS", IF NEEDED.

H. SUGGESTED LOCATION FOR LIKO CHARGING/DOCKING STATION SHOWN ON LAYOUT DRAWINGS.

PREFERRED LOCATIONS TO BE DETERMINED AND VERIFIED IN THE FIELD AT THE TIME OF INSTALLATION.

BACKING/REINFORCEMENT IN WALL MAY BE REQUIRED.

I. FOR PATIENT TRANSFER LIFTING SIDE, PROVIDE MINIMUM OF 4'-0" CLEAR AREA FROM THE CENTER OF BED TO TRANSFER AREA BESIDE THE BED.

J. WHEN RECESSING THE LIKO RAILS, IT IS NOT ACCEPTABLE TO DRILL INTO THE RECESSED LIKO RAILS FOR THE PURPOSE OF MOUNTING THE CEILING

OR OTHER EQUIPMENT TO THE LIKO RAILS. CEILING SHOULD BE SUPPORTED INDEPENDENT OF THE LIKO RAILS.

DRILLING INTO THE LIKO RAILS MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE LIKO LIFT SYSTEM.

IF THE CEILING IS ATTACHED TO THE RAIL THEN THE NORMAL DEFLECTION OF THE RAIL UNDER LOAD MAY DAMAGE THE CEILING.

LIKO POINT LOAD INFORMATION

LIKOGUARD L LIFT MOTOR - 600LBS MAX. CAPACITY (EACH)

MAXIMUM POINT LOAD FOR EACH SUPPORT PENDANT LOCATION IS BASED UPON THE MAXIMUM CAPACITY OF THE LIFT MOTOR + ESTIMATED WEIGHT OF THE EQUIPMENT AT THE SUPPORT PENDANT ATTACHMENT LOCATION.

STANDARD LIFT SYSTEM:

STANDARD LIFT SYSTEM INCLUDES ANY STRAIGHT RAIL OR TRAVERSE RAIL SYSTEM WITH ONE (1) LIFT MOTOR.

ESTIMATED WEIGHT OF EQUIPMENT AT PENDANT SUPPORT LOCATION FOR STANDARD LIFT SYSTEM = 60LBS

(INCLUDES LIFT MOTOR, RAILS, PENDANTS, TRAVERSE RAIL CARRIER, ETC.)

LIFT MOTOR(LBS) EQUIPMENT(LBS) ALLOWABLE LOAD(LBS)

600 + 60 = 660

ELECTRICAL NOTES

A. IN-RAIL CHARGING (IRC): ALL PATIENT LIFT MOTORS TO BE CHARGED UTILIZING LIKO'S CONTINUOUS IN-RAIL CHARGING (IRC) FEATURE.

· IN-RAIL CHARGING REQUIRES A STANDARD 110V ELECTRICAL RECEPTACLE NEAR THE PRIMARY RAIL(S) IN ORDER TO POWER THE BATTERY CHARGER(S) FOR THE PATIENT LIFT MOTOR(S).

· ELECTRICAL RECEPTACLES, ALONG WITH THE IRC CHARGER'S TRANSFORMER, FLEXIBLE CORDS & CABLES SHOULD BE INSTALLED BELOW FINISHED CEILING UNLESS INSTALLATION ABOVE

CEILING IS PERMITTED BY THE NATIONAL ELECTRICAL CODE (NEC), AND/OR STATE AND LOCAL ELECTRICAL CODE. COMPLIANCE TO THE ELECTRICAL CODES, INCLUDING LABOR AND

MATERIALS REQUIRED, IS THE RESPONSIBILITY OF "OTHERS" - NOT HILLROM.

· NOTE: A SINGLE DUPLEX RECEPTACLE CAN BE USED TO CONNECT TWO (2) IRC BATTERY CHARGERS IF NEEDED.

· ANY NEW ELECTRICAL RECEPTACLES / ELECTRICAL ENGINEERING BY "OTHERS".

· ANY WIREMOLD COVERINGS FURNISHED AND INSTALLED BY "OTHERS".

· OPTIONAL "HARD-WIRED" CONNECTION FOR LIKOGUARD LIFT MOTOR CHARGING.

REQUIRES CERTIFIED ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TO BUILDING POWER.

THIS HOOK-UP IS NOT INCLUDED AS PART OF THE LIKO-CERTIFIED INSTALLER'S SCOPE OF WORK. THIS WORK TO BE PERFORMED BY "OTHERS".

REFER TO INSTALLATION INSTRUCTIONS FOR ELECTRICAL DIAGRAM AND ADDITIONAL INSTRUCTIONS.

ELECTRICAL RECEPTACLES, ALONG WITH THE IRC CHARGER'S TRANSFORMER, FLEXIBLE CORDS & CABLES SHOULD BE INSTALLED BELOW FINISHED CEILING UNLESS INSTALLATION ABOVE CEILING IS PERMITTED BY THE NATIONAL ELECTRICAL CODE (NEC), AND/OR STATE AND LOCAL ELECTRICAL CODES. COMPLIANCE TO THE

ELECTRICAL CODES IS THE RESPONSIBILITY OF "OTHERS" - NOT HILLROM.

NOTE: HARD-WIRED CONNECTION FOR LIKORALL LIFT MOTOR IS NOT AVAILABLE.

Sheet of

Project #

Drawn by: Date: Scale:Hillrom is now a part of Baxter

Sheet of

Project #

Drawn by: Date: Scale:

Sheet of

Project #

Drawn by: Date: Scale:

Roseburg VA Liko Overhead Patient Lift System Ceiling Mounted (Traverse) 600 lbs Max Lifting Capacity In Rail Charging Application

LQ-622247-07-REV1

Mitch Doll 10-21-22 As Shown 5 5

VHAPUGKnighT Draft

GENERAL NOTES and INFORMATION

* FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY

"OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING

CODE OR LATEST BUILDING CODES.

PL-01

REFER TO OSHPD-APPROVED DRAWINGS

and DETAILS.

LIKO OVERHEAD PATIENT LIFTS

General Installation Methods

This drawing is not to be used as a construction drawing, unless noted as such. Accuracy of this drawing is based upon information provided to hill-rom. Optimal arrangement to be determined at time of installation.

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details

Utilizing LIKO-supplied Supports

Liko General Notes and Information

Makaila Shirley 3/18/2022 As Noted 1 16

INDEX of SHEETS

PL-01 LIKO GENERAL NOTES and INFORMATION

PL-02 LIKO PENDANT DETAILS and MATERIAL PROPERTIES

PL-03 LIKO 2-BOLT & 4-BOLT PENDANT DETAILS & MATERIAL PROPERTIES

PL-04

PL-05 LIKO RAILS - PRIMARY, SECONDARY, AND REINFORCEMENT RAILS

PL-06 GENERAL SPAN & OVERHANG GUIDELINES

PL-07 GENERAL BRACING DETAILS

PL-08 GENERAL 4-BOLT PENDANT ATTACHMENT DETAILS

PL-09 GENERAL 2-BOLT PENDANT ATTACHMENT DETAILS

PL-10 GENERAL TRAPEZE DETAILS

PL-11

LIKO SLIMLINE WALL SUPPORT DETAILS AND MATERIAL PROPERTIESPL-12

LIKO STANDARD UPRIGHT DETAILS AND MATERIAL PROPERTIESPL-13

PL-14 LIKO STEEL UPRIGHTS & TURNABLE WALL BRACKET DETAILS AND MAT. PROP.

PL-15 LIKO PARALLEL WALL BRACKET DETAILS AND MATERIAL PROPERTIES

LIKO 2-BOLT PENDANT DETAILS & MATERIAL PROPERTIES

GENERAL ATTACHMENT DETAILS

PL-16 LIKO RECESSED RAIL DETAILS

Hillrom is now a part of Baxter

AutoCAD SHX Text ARCHITECTURAL NOTES 1) ALL PRELIMINARY EQUIPMENT LAYOUTS SUBMITTED BY LIKO NORTH AMERICA, (LIKO HEREAFTER) ARE BASED ON THE RECOMMENDED SPACE NECESSARY FOR THE OPERATION AND SERVICEABILITY OF THE EQUIPMENT BEING PROPOSED. LIKO WILL NOT SUBMIT AN EQUIPMENT LAYOUT THAT IS NOT IN THE BEST INTEREST OF BOTH THE CUSTOMER AND LIKO. ALL EQUIPMENT LAYOUTS ARE BASED EITHER ON AN ACTUAL SITE LOCATION SURVEY OR ARCHITECTURAL DRAWINGS SUPPLIED TO LIKO. LIKO WILL NOT BE RESPONSIBLE FOR ANY ALTERATIONS THAT ENCROACH WITHIN DESIGNATED SAFETY AND SERVICE CLEARANCE ZONES AS INDICATED ON DRAWINGS (IE. PIPE CHASES, VENTILATION DUCTS, CASEWORK, AND SOFFITS, ETC.) MADE BY THE CUSTOMER OR REQUIRED BY A CUSTOMER'S ARCHITECTURAL FIRM ONCE PRELIMINARY DRAWINGS HAVE BEEN SUBMITTED AND APPROVED. DO NOT ALTER ANY SPECIFICATIONS AND/OR DIMENSIONS WITHOUT CONTACTING AND RECEIVING WRITTEN CONFIRMATION FROM LIKO PROJECT MANAGER. 2) LIKO IS NOT AN ARCHITECTURAL OR ENGINEERING FIRM. DRAWINGS SUPPLIED BY LIKO ARE NOT CONSTRUCTION DRAWINGS. THEREFORE, THESE DRAWINGS ARE TO BE USED ONLY FOR INFORMATION TO COMPLEMENT ACTUAL CONSTRUCTION DRAWINGS AVAILABLE FROM A CUSTOMER APPOINTED ARCHITECTURAL REPRESENTATIVE OR A CUSTOMER'S ENGINEERING DESIGN GROUP. LIKO REQUIRES THAT ONCE THE FINAL CONSTRUCTION DRAWINGS HAVE BEEN PREPARED, THEY SHALL BE MADE AVAILABLE TO LIKO PROJECT MANAGER TO VERIFY THAT ALL LIKO REQUIREMENTS HAVE BEEN ADHERED TO. THE CUSTOMER'S ARCHITECT AND GENERAL CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODES AND PROFESSIONAL DESIGN REQUIREMENTS. 3) THE CUSTOMER IS RESPONSIBLE FOR ALL ROOM AND AREA PREPARATION COSTS, PROFESSIONAL FEES, PERMITS, REPORTS, AND INSPECTION FEES. 4) EQUIPMENT WARRANTIES, EXPRESSED OR IMPLIED ON THE PART OF LIKO SHALL BE CONTINGENT UPON STRICT COMPLIANCE WITH THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL AND RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THESE DRAWINGS, UNLESS SPECIFIED OTHERWISE. 5) ALL DIMENSIONS SHOWN ARE TAKEN FROM FINISHED SURFACES UNLESS SPECIFIED OTHERWISE. 6) LIKO TRAINED AND CERTIFIED INSTALLER(S) SHALL BE RESPONSIBLE FOR LIKO EQUIPMENT INSTALLATION AND TESTING, CONNECTION AND INSTALLATION OF LIKO PROVIDED CHARGING UNITS AND ANCILLARY EQUIPMENT. IN THE EVENT THAT SPECIFIC TRADE RULES OR LICENSE REQUIREMENTS PROHIBIT THIS, THE CUSTOMER SHALL INITIATE THE SERVICES OF APPROVED OTHER CONTRACTORS AND PAY FOR SELECTED, APPROVED PARTIES TO PERFORM THIS WORK WITH JOB SUPERVISION TO BE PROVIDED BY LIKO. 7) THE CUSTOMER SHALL VERIFY WITH LIKO PROJECT MANAGER FINAL INSTALLATION DRAWINGS THE LOCATIONS AND TRAVEL OF ALL ANCILLARY EQUIPMENT TO BE CEILING OR WALL MOUNTED (IE: CURTAIN TRACKS, MEDICAL GAS COLUMNS, SPRINKLER HEADS, SMOKE DETECTORS, ELECTRICAL OUTLETS, HVAC GRILLES, SPEAKERS, AND GENERAL ROOM LIGHTING, ETC.). 8) THE GENERAL CONTRACTOR/CUSTOMER SHALL BE RESPONSIBLE FOR ALL FINAL PAINT, TOUCH-UP AND ANY COSMETIC OR TRIM WORK WHICH NEEDS TO BE OR IS REQUIRED TO BE COMPLETED AFTER THE INSTALLATION OF THE LIKO EQUIPMENT AND ANY ASSOCIATED SUPPORT APPARATUS. STRUCTURAL NOTES 1) DRAWINGS INDICATE TYPICAL AND GENERAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS DRAWINGS INDICATE TYPICAL AND GENERAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION MAY BE USED. SUBJECT TO REVIEW AND APPROVAL OF THE SEOR. 2) IT IS THE CUSTOMER'S RESPONSIBILITY TO SUBMIT THIS DRAWING TO A LICENSED STRUCTURAL ENGINEER FOR STAMPED APPROVAL. SIMILARLY, COMPLIANCE WITH ALL APPLICABLE CODES AND PROFESSIONAL DESIGN REQUIREMENTS SHOULD BE CONFIRMED BY A LICENSED STRUCTURAL ENGINEER. 3) ANY DETAILS INDICATING AN EXISTING STRUCTURAL SYSTEM SHOWN IN THIS DRAWING ALLUDE TO STANDARD BUILDING CONDITIONS, BUT HAVE NOT BEEN APPROVED FOR CONSTRUCTION. THE INTEGRITY OF THE EXISTING STRUCTURAL SYSTEM SHOULD BE FIT TO SUSTAIN THE OVERHEAD SYSTEM LOAD CALCULATIONS SUPPLIED BY HILL-ROM LIKO. IN THE EVENT THAT AN EXISTING SUPPORT SYSTEM IS USED, IT WILL BE THE CUSTOMER'S RESPONSIBILITY TO CONSULT WITH A LICENSED STRUCTURAL ENGINEER OR EQUALLY QUALIFIED PARTY TO VERIFY THE INTEGRITY OF THAT SYSTEM. CONCRETE EXPANSION ANCHORS LIKO LIFT SYSTEMS WHICH ARE MOUNTED INTO CONCRETE USING EXPANSION ANCHORS. LIKO RECOMMENDS USING 3/8" x 5" HILTI CARBON STEEL KWIK BOLT TZ ANCHORS. SEE THE HILTI WEBSITE FOR LOADING CRITERIA AND PROPER INSTALLATION INSTRUCTIONS. INSTALLATION OF ANCHORS SHALL BE ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AS TO TOOLS, TORQUE AND TIGHTENING TECHNIQUE.

AutoCAD SHX Text

LIKO POINT LOAD INFORMATION

SPECIFICATION SHEET: STEEL MATERIAL PROPERTIES SPECIFICATION SHEET: STEEL MATERIAL PROPERTIES

Page 2 of 2Page 1 of 2

PL-02

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

LIKO Pendant Details and Material Properties

Makaila Shirley 3/18/2022 As Noted 2 16

Page 2 of 2Page 1 of 2

LIKO OVERHEAD PATIENT LIFTS

CEILING-MOUNTED LIFT SYSTEMS

* FOR INFORMATION PURPOSES ONLY *

Hillrom is now a part of Baxter

AutoCAD SHX Text

LIKO PENDANT - DOMEX 240 YP STEEL

AutoCAD SHX Text UPPER BASE PLATE and RAIL ATTACHMENT PLATE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

LIKO PENDANT - WELDED PRECISION STEEL TUBE

AutoCAD SHX Text UPPER and LOWER TUBULAR SECTIONS

AutoCAD SHX Text

NO SCALE

PL-03

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

LIKO 2-Bolt & 4-Bolt Pendant Details and Material Properties

Makaila Shirley 3/18/2022 As Noted 3 16

LIKO OVERHEAD PATIENT LIFTS

CEILING-MOUNTED LIFT SYSTEMS

* FOR INFORMATION PURPOSES ONLY *

Hillrom is now a part of Baxter

AutoCAD SHX Text

LIKO PENDANT - ADJUSTABLE HEIGHT, LONG

AutoCAD SHX Text

4-BOLT ATTACHMENT @ UPPER BASE PLATE

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text Min. Overlap when Installed (Pendant Insert into Pendant Base)

AutoCAD SHX Text

ASSEMBLED PENDANT

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

ISO VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

PENDANT BASE

AutoCAD SHX Text

PENDANT INSERT

AutoCAD SHX Text

LIKO PENDANT - ADJUSTABLE HEIGHT, SHORT

AutoCAD SHX Text

2-BOLT ATTACHMENT @ UPPER BASE PLATE

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text Extruded Aluminum Rail to Pendant Attachment Insert

AutoCAD SHX Text

PENDANT BASE

AutoCAD SHX Text Plate " x 5 " x 5 " 14" x 5 " x 5 " 78" x 5 " 78" MATERIAL: DOMEX 355 MC TENSILE STRENGTH (Ksi): 43.0-55.0 YIELD STRENGTH (Ksi): 35.5 REFER TO DETAIL 02

AutoCAD SHX Text

PENDANT INSERT

AutoCAD SHX Text 9mm thru hole for a field install M6S M8x60 bolt w/c nyloc nut

AutoCAD SHX Text 8mm nut welded to tube SS EN 10305-3 "STANDARD MATERIAL", E220 with M6S M8x16 set bolt attachment

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.75" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.97" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text

ASSEMBLED PENDANT

AutoCAD SHX Text 4 " 38" Min. Overlap when Installed (Pendant Insert into Pendant Base)

AutoCAD SHX Text 12"

AutoCAD SHX Text Plate " x 5 " x 5 " 14" x 5 " x 5 " 78" x 5 " 78" MATERIAL: DOMEX 355 MC TENSILE STRENGTH (Ksi): 43.0-55.0 YIELD STRENGTH (Ksi): 35.5 REFER TO DETAIL 02

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.97" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.75" dia. X 0.079" thickness TENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text 3102011

AutoCAD SHX Text Short Style Pendant, adjustable 4"-5", white

AutoCAD SHX Text

PART #

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 3102012

AutoCAD SHX Text Short Style Pendant, adjustable 5"-7", white

AutoCAD SHX Text 3102013

AutoCAD SHX Text Short Style Pendant, adjustable 7"-10", white

AutoCAD SHX Text 3102014

AutoCAD SHX Text Short Style Pendant, adjustable 9"-12", white

AutoCAD SHX Text

PART #

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 3102043

AutoCAD SHX Text 4 Bolt Long Pendant, adjustable 63"-82", white

AutoCAD SHX Text

ISO VIEW

PL-04

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

LIKO 2-Bolt Pendant Details and Material Properties

Makaila Shirley 3/18/2022 As Noted 4 16

* FOR INFORMATION PURPOSES ONLY ** FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY "OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING CODE OR LATEST BUILDING CODES.

REFER TO OSHPD-APPROVED DRAWINGS and DETAILS.

Hillrom is now a part of Baxter

AutoCAD SHX Text

ISO VIEW

AutoCAD SHX Text

LIKO PENDANT - ADJUSTABLE HEIGHT, LONG

AutoCAD SHX Text

2-BOLT ATTACHMENT @ UPPER BASE PLATE

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text Min. Overlap when Installed (Pendant Insert into Pendant Base)

AutoCAD SHX Text

ASSEMBLED PENDANT

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

PENDANT BASE

AutoCAD SHX Text

PENDANT INSERT

AutoCAD SHX Text

ISO VIEW

AutoCAD SHX Text Min. Overlap when Installed (Pendant Insert into Pendant Base)

AutoCAD SHX Text

ASSEMBLED PENDANT

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

PENDANT BASE

AutoCAD SHX Text

PENDANT INSERT

AutoCAD SHX Text

LIKO PENDANT - ADJUSTABLE HEIGHT, SHORT

AutoCAD SHX Text

2-BOLT ATTACHMENT @ UPPER BASE PLATE

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text Plate " x 4 " x 2 " 14" x 4 " x 2 " 34" x 2 " 38" MATERIAL: DOMEX 355 MC TENSILE STRENGTH (Ksi): 43.0-55.0 YIELD STRENGTH (Ksi): 35.5 REFER TO DETAIL 02

AutoCAD SHX Text Plate " x 4 " x 2" 14" x 4 " x 2" 38" x 2" MATERIAL: DOMEX 355 MC TENSILE STRENGTH (Ksi): 43.0-55.0 YEILD STRENGTH (Ksi): 35.5 REFER TO DETAIL 02

AutoCAD SHX Text Plate " x 4 " x 2 " 14" x 4 " x 2 " 34" x 2 " 38" MATERIAL: DOMEX 355 MC TENSILE STRENGTH (Ksi): 43.0-55.0 YIELD STRENGTH (Ksi): 35.5 REFER TO DETAIL 02

AutoCAD SHX Text Plate " x 4 " x 2" 14" x 4 " x 2" 38" x 2" MATERIAL: DOMEX 355 MC TENSILE STRENGTH (Ksi): 43.0-55.0 YIELD STRENGTH (Ksi): 35.5 REFER TO DETAIL 02

AutoCAD SHX Text 3102011

AutoCAD SHX Text Short Style Pendant, adjustable 4"-5", white

AutoCAD SHX Text

PART #

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 3102012

AutoCAD SHX Text Short Style Pendant, adjustable 5"-7", white

AutoCAD SHX Text 3102013

AutoCAD SHX Text Short Style Pendant, adjustable 7"-10", white

AutoCAD SHX Text 3102014

AutoCAD SHX Text Short Style Pendant, adjustable 9"-12", white

AutoCAD SHX Text 3102031

AutoCAD SHX Text Long Style Pendant, adjustable 12"-20", white

AutoCAD SHX Text

PART #

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 3102032

AutoCAD SHX Text Long Style Pendant, adjustable 20"-35", white

AutoCAD SHX Text 3102033

AutoCAD SHX Text Long Style Pendant, adjustable 35"-51", white

AutoCAD SHX Text 3102034

AutoCAD SHX Text Long Style Pendant, adjustable 51"-83", white

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.75" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.97" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.75" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

AutoCAD SHX Text TUBE MATERIAL: MANUFACTURED TO SS EN 10305-3 "STANDARD MATERIAL", E220 1.97" X 0.079" thicknessTENSILE STRENGTH (Ksi): 44.96 YIELD STRENGTH (Ksi): 31.91 REFER TO DETAIL 03

H70 Rail

PL-05

H100 Rail

H140 Rail

H160 Rail

H70 Rail with 30mm Reinforcement Rail

H70 Rail with 50mm Reinforcement Rail

H70 Rail with 100mm Reinforcement Rail

TRAVERSE

RAIL SIZE

MAX. LOAD

440 lbs / 507 lbs

MAX. LOAD

550 lbs

REINFORCEMENT RAIL

LENGTH (L)

H70 8'-2" to 9'-10" 8'-2" to 9'-7" L = 6'-5" (1.95m)

"A" max 10.23" 8.26"

TRAVERSE

RAIL SIZE

MAX. LOAD

440 lbs / 507 lbs

MAX. LOAD

550 lbs

REINFORCEMENT RAIL

LENGTH (L)

H70 9'-6" to 11'-3" 9'-6" to 10'-11" L = 7'-11" (2.4m)

H70 11'-2" to 12'-10" 11'-2" to 12'-6" L = 9'-6" (2.9m)

H70 12'-10" to 14'-6" 12'-10" to 14'-2" L = 11'-2" (3.4m)

H70 14'-6" to 16'-2" 14'-6" to 15'-10" L = 12'-10" (3.9m)

"A" max 9.84" 7.84"

MAXIMUM CENTER-to-CENTER DISTANCE BETWEEN PRIMARY RAILS

REINFORCEMENT RAIL 100

TRAVERSE

RAIL SIZE

MAX. LOAD

440 lbs / 507 lbs

MAX. LOAD

550 lbs

REINFORCEMENT RAIL

LENGTH (L)

H70 8'-2" to 9'-10" 8'-2" to 9'-7" L = 6'-5" (1.95m)

"A" max 10.23" 8.26"

MAXIMUM CENTER-to-CENTER DISTANCE BETWEEN PRIMARY RAILS

REINFORCEMENT RAIL 50

MAXIMUM CENTER-to-CENTER DISTANCE BETWEEN PRIMARY RAILS

REINFORCEMENT RAIL 30

IMPORTANT NOTE: REINFORCEMENT RAILS ARE ONLY FOR USE WITH THE H70 PROFILE AND ONLY WHEN THE RAIL HAS THE FUNCTION AS A SECONDARY RAIL IN A TRAVERSE SYSTEM. THE REINFORCEMENT RAIL INCREASE THE MAXIMUM CENTER-to-CENTER DISTANCE BETWEEN THE PRIMARY RAILS ACCORDING TO A SPECIFIC TABLE FOR EACH MODEL, 30, 50, 100.

PLEASE NOTE: DIMENSIONS LISTED IN THE TABLES ABOVE ARE GENERAL MAXIMUM

GUIDELINES. ADDITIONAL EVALUATIONS AND CALCULATIONS MAY BE REQUIRED TO

DETERMINE THE MAXIMUM DISTANCES FOR INSTALLATIONS IN SEISMIC ZONES.

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details

Utilizing LIKO-supplied Supports

Liko Rails - Primary, Secondary, and Reinforcement Rails

Makaila Shirley 3/18/2022 As Noted 5 16

* FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY

"OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING

CODE OR LATEST BUILDING CODES.

REFER TO OSHPD-APPROVED DRAWINGS

and DETAILS.

Hillrom is now a part of Baxter

AutoCAD SHX Text

LIKO RAIL PROFILE SECTIONS AND DETAILS

AutoCAD SHX Text Section & Elevation Views

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text

LIKO RAIL - SECTION PROPERTIES

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

LIKO RAIL - ALUMINUM ALLOY DATA SHEET

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

LIKO REINFORCEMENT RAIL SECTIONS AND DETAILS

AutoCAD SHX Text Section & Elevation Views

AutoCAD SHX Text 3" = 1'-0"

SECONDARY RAIL

SUPPORT PENDANT

LOCATION

PRIMARY RAILS

SECONDARY RAIL

LIKO SUPPORT

PENDANT

PRIMARY RAILS

LIKO SUPPORT

PENDANT

SUPPORT PENDANT

LOCATION

PRIMARY RAILS

SECONDARY RAILS

SECONDARY RAIL

PRIMARY RAIL

LIKO SUPPORT

PENDANT

LIKO SUPPORT

PENDANT

LIKO SUPPORT

PENDANT

PRIMARY RAILS

LIKO SUPPORT

PENDANT

ISO VIEW ISO VIEW

LIKO SUPPORT

PENDANT

LIKO SUPPORT

PENDANT

LIKO SUPPORT

PENDANT

PRIMARY RAIL

SECONDARY

RAILS

SECONDARY RAIL

* FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY

"OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING

CODE OR LATEST BUILDING CODES.

PL-06

REFER TO OSHPD-APPROVED DRAWINGS

and DETAILS.

"STANDARD" PATIENT LIFT SYSTEM - TRAVERSE "BARIATRIC" PATIENT LIFT SYSTEM - TRAVERSE

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details

Utilizing LIKO-supplied Supports

General Span & Overhang Guidelines

Makaila Shirley 3/18/2022 As Noted 6 16

LIKO RAIL SPAN & OVERHANG TABLES

PLEASE NOTE: SPAN AND OVERHANG DIMENSIONS LISTED BELOW ARE GENERAL MAXIMUM GUIDELINES. ADDITIONAL EVALUATIONS AND CALCULATIONS

MAY BE REQUIRED TO DETERMINE THE MAXIMUM DISTANCES FOR INSTALLATIONS IN SEISMIC ZONES.

Hillrom is now a part of Baxter

AutoCAD SHX Text

AutoCAD SHX Text Span and Overhang Liko Rails

AutoCAD SHX Text Primary Rails-BARIATRIC System

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Span and Overhang Liko Rails

AutoCAD SHX Text Secondary Rails-STANDARD System

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Span and Overhang Liko Rails-STANDARD System

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text Span and Overhang Liko Rails

AutoCAD SHX Text Secondary Rails-BARIATRIC System

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Span and Overhang Liko Rails

AutoCAD SHX Text Primary Rails-STANDARD System

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Span and Overhang Liko Rails-BARIATRIC System

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text H70

AutoCAD SHX Text

MAX LOAD

AutoCAD SHX Text

440 LBS

AutoCAD SHX Text 7'-2" (86")

AutoCAD SHX Text H100

AutoCAD SHX Text H140

AutoCAD SHX Text H160

AutoCAD SHX Text H180

AutoCAD SHX Text 10'-10" (130")

AutoCAD SHX Text 19'-8" (236")

AutoCAD SHX Text 24'-2" (290")

AutoCAD SHX Text 28'-2" (338")

AutoCAD SHX Text

* H70 CANNOT BE USED AS SUSPENDED RAIL OR AS A PRIMARY RAIL ON WALL MOUNT SYSTEMS

AutoCAD SHX Text

507 LBS

AutoCAD SHX Text 6'-6" (78")

AutoCAD SHX Text 9'-10" (118")

AutoCAD SHX Text 18'-0" (216")

AutoCAD SHX Text 22'-3" (267")

AutoCAD SHX Text 26'-3" (315")

AutoCAD SHX Text

550/600 LBS

AutoCAD SHX Text 4'-11" (59")

AutoCAD SHX Text 8'-2" (98")

AutoCAD SHX Text 15'-9" (189")

AutoCAD SHX Text 18'-4" (220")

AutoCAD SHX Text 21'-4" (256")

AutoCAD SHX Text

800 LBS

AutoCAD SHX Text 4'-7" (55")

AutoCAD SHX Text 7'-10" (94")

AutoCAD SHX Text 12'-11" (155")

AutoCAD SHX Text 15'-9" (189")

AutoCAD SHX Text 21'-0" (252")

AutoCAD SHX Text

880 LBS

AutoCAD SHX Text 3'-7" (43")

AutoCAD SHX Text 5'-5" (65")

AutoCAD SHX Text 9'-10" (118")

AutoCAD SHX Text 12'-1" (145")

AutoCAD SHX Text 14'-5" (173")

AutoCAD SHX Text

1014 LBS

AutoCAD SHX Text 3'-3" (39")

AutoCAD SHX Text 4'-11" (59")

AutoCAD SHX Text 9'-0" (108")

AutoCAD SHX Text 11'-1" (133")

AutoCAD SHX Text 13'-1" (156")

AutoCAD SHX Text

1100 LBS

AutoCAD SHX Text 2'-5" (29")

AutoCAD SHX Text 4'-0" (48")

AutoCAD SHX Text 7'-10" (94")

AutoCAD SHX Text 9'-2" (110")

AutoCAD SHX Text 10'-8" (128")

AutoCAD SHX Text

** H180 FOR USE ON SUSPENDED RAIL AND WALL MOUNT SYSTEMS ONLY

AutoCAD SHX Text

MAXIMUM DISTANCE BETWEEN ATTACHMENT POINTS

AutoCAD SHX Text H70

AutoCAD SHX Text

MAX LOAD

AutoCAD SHX Text

440 LBS

AutoCAD SHX Text 1'-8" (20")

AutoCAD SHX Text H100

AutoCAD SHX Text H140

AutoCAD SHX Text H160

AutoCAD SHX Text 2'-7" (31")

AutoCAD SHX Text 3'-3" (39")

AutoCAD SHX Text 4'-3" (51")

AutoCAD SHX Text

507 LBS

AutoCAD SHX Text 1'-5" (17")

AutoCAD SHX Text 2'-5" (29")

AutoCAD SHX Text 2'-11" (35")

AutoCAD SHX Text 3'-11" (47")

AutoCAD SHX Text

550/600 LBS

AutoCAD SHX Text 1'-1" (13")

AutoCAD SHX Text 1'-11" (23")

AutoCAD SHX Text 2'-5" (29")

AutoCAD SHX Text 2'-11" (35")

AutoCAD SHX Text

800 LBS

AutoCAD SHX Text 1'-0" (12")

AutoCAD SHX Text 1'-8" (20")

AutoCAD SHX Text 2'-4" (28")

AutoCAD SHX Text 2'-7" (31")

AutoCAD SHX Text

MAXIMUM DISTANCE FOR OVERHANG

AutoCAD SHX Text

FINISHED CEILING

LEVEL

LIKO ADJUSTABLE SUPPORT

PENDANT

LIKO ADJUSTABLE SUPPORT

PENDANT

LIKO RAIL

(PRIMARY RAIL)

LIKO RAIL

(SECONDARY RAIL)

LIKO LIFT MOTOR

LIKO ADJUSTABLE SUPPORT

PENDANT

LIKO ADJUSTABLE SUPPORT

PENDANT

BRACE SUPPORT:

P1000T OR SIMILAR*

MAX. VARIANCE IN BRACE

POSITION

TYPICAL BRACE ANGLE

BRACE SUPPORT:

P1000T OR SIMILAR*

UNISTRUT P1000T OR SIMILAR* UNISTRUT P1000T

OR SIMILAR*

LIKO ADJUSTABLE SUPPORT

PENDANT

LIKO ADJUSTABLE SUPPORT

PENDANT

LIKO RAIL

(PRIMARY RAIL)

LIKO RAIL

(PRIMARY RAIL)

LIKO RAIL

(SECONDARY RAIL)

LIKO RAIL

(PRIMARY RAIL)

LIKO RAIL

(PRIMARY RAIL)

BRACE SUPPORT:

P1000T OR SIMILAR*

LIKO RAIL

(SECONDARY RAIL)

PRIMARY RAILS

LIKO SUPPORT PENDANT

ATTACHMENT LOCATION(S)

LIKO SUPPORT PENDANT

ATTACHMENT LOCATION(S)

PRIMARY RAILS

LIKO ADJUSTABLE SUPPORT

PENDANT LOCATION

LIKO ADJUSTABLE SUPPORT

PENDANT LOCATIONLIKORALL LIFT

MOTOR

SECONDARY RAIL

TRAVERSE RAIL

CARRIER

TRAVERSE RAIL

CARRIER

PRIMARY RAILS

LIKO SUPPORT PENDANT

ATTACHMENT LOCATION(S)

LIKO SUPPORT PENDANT

ATTACHMENT LOCATION(S)

BRACES

LASH RAILBRACES

LASH RAIL

BRACES

LASH RAIL

MAX. VARIANCE IN

BRACE POSITION

MAX. VARIANCE IN

BRACE POSITION

UNISTRUT P1000T

OR SIMILAR*

UNISTRUT P1000T

OR SIMILAR*

BRACE SUPPORT:

P1000T OR SIMILAR*

BRACE SUPPORT:

P1000T OR SIMILAR*

UNISTRUT P1000T

OR SIMILAR*

UNISTRUT P1000T

OR SIMILAR*

* DENOTES "SUPPLIED AND INSTALLED"

BY INSTALLATION CONTRACTOR

BRACE SUPPORT:

P1000T OR SIMILAR*

PL-07

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

General Bracing Details

Makaila Shirley 3/18/2022 As Noted 7 16

LIKO OVERHEAD PATIENT LIFTS

CEILING-MOUNTED LIFT SYSTEMS

* FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY

"OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING

CODE OR LATEST BUILDING CODES.

REFER TO OSHPD-APPROVED DRAWINGS

and DETAILS.

Hillrom is now a part of Baxter

AutoCAD SHX Text Ceiling Tile

AutoCAD SHX Text

AutoCAD SHX Text Bracing Layout and Variance Allowances

AutoCAD SHX Text Plan View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text Bracing Layout and Lash Brace with Variance Allowances

AutoCAD SHX Text Plan View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text Possible layout for Brace (Side Supports) for a four(4) pendant mounted overhead patient lift system. A A Brace support needs to be attached to each pendant to A Brace support needs to be attached to each pendant to each pendant to pendant to prevent lateral movement perpendicular to the rail and to keep primary rails at an equal parallel distance. B A Brace support needs to be attached to one of the two A Brace support needs to be attached to one of the two support pendants to prevent lateral movement parallel to the rail. C If, due to issues regarding HVAC ducts, conduit, plumbing If, due to issues regarding HVAC ducts, conduit, plumbing placement the use of a Brace support as described in section A, A Lash Rail (P1000T Unistrut or Similar) can be attached between pendants. Note: In using this alternate attachment, at least one Brace support needs to be in place as described in Section A

AutoCAD SHX Text

AutoCAD SHX Text Typical System Layout

AutoCAD SHX Text Plan View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical System Cross Section

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical System Cross Section

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Bracing Guidelines with Max Variance

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical System Cross Section-Lash Brace

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-07

8" X 5" HILTI KB TZ2

W/LOCK WASHER*

(2 EACH)

UNISTRUT P1000T 12G OR

SIMILAR *

CUT TO LENGTH

LIKO SUPPORT PENDANT

LIKO SUPPLIED THRU BOLT

AND SET BOLT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPORT PENDANT

LIKO SUPPLIED THRU BOLT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPLIED SET BOLT

UNISTRUT P1000T 12G*

LIKO SUPPLIED 8MM BOLT

W/ NYLOC NUT AND INSERT

PLATE

LIKO SUPPORT PENDANT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LIKO SUPPLIED THRU BOLT

AND SET BOLT

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SECONDARY RAIL (MOBILE)

LIKO SUPPLIED THRU BOLT

LIKO SUPPLIED SET BOLT

8"X5" HILTI KB TZ2

W/LOCK WASHER*

LIKO SUPPORT PENDANT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPLIED 8MM BOLT

W/ NYLOC NUT AND INSERT

PLATE

LIKO SECONDARY RAIL (MOBILE)

LASH BRACE:

UNISTRUT P1000T 12G

OR SIMILAR *

CUT TO LENGTH

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LASH BRACE: UNISTRUT

P1000T 12G OR SIMILAR*

(CUT TO LENGTH)

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPLIED THRU BOLT

AND SET BOLT

LIKO SUPPORT PENDANT

- 3 8" X 5" HILTI KB TZ2*

- P1064 WASHER*

-HHCS 3 8" X 11

2"*

-LOCK WASHER*

-P3008 CHANNEL NUT*

SLOT DIRECTION

PERPENDICULAR TO

UNISTRUT CHANNEL

3/8" X 5" HILTI KB TZ2

W/LOCK WASHER*1/2" X 5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

UNISTRUT P1000T 12G

OR SIMILAR DIAGONAL

BRACE*

1/2" X 5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

- HHCS 1/2" X 11/2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

UNISTRUT P1000T 12G

OR SIMILAR DIAGONAL

BRACE*

1/2" X 5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

UNISTRUT P1000T 12G

OR SIMILAR DIAGONAL

BRACE*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

REFERENCE "NOTE A".

8" X 5" HILTI KB TZ2

W/LOCK WASHER*

(2 EACH)

UNISTRUT P1000T 12G OR

SIMILAR *

CUT TO LENGTH

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

(2 EACH)

UNISTRUT P1000T 12G

OR SIMILAR *

CUT TO LENGTH

- HHCS 1/2" X 11/2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

(2 EACH)

UNISTRUT P1000T 12G

OR SIMILAR *

CUT TO LENGTH

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR* * DENOTES "SUPPLIED AND INSTALLED"

BY INSTALLATION CONTRACTOR

PL-08

REFERENCE "NOTE A".

NOTES:

A. MAXIMUM DISTANCE DIMENSIONS MAY VARY BASED ON

CALCULATIONS FOR INSTALLATIONS IN SEISMIC ZONES.

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

General 4-Bolt Pendant Attachment Details

Makaila Shirley 3/18/2022 As Noted 8 16

* FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY

"OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING

CODE OR LATEST BUILDING CODES.

REFER TO OSHPD-APPROVED DRAWINGS

and DETAILS.

REFERENCE "NOTE A".

Hillrom is now a part of Baxter

AutoCAD SHX Text

AutoCAD SHX Text Typical Slab Connection Detail

AutoCAD SHX Text Plan View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical Pendant Attachment and Diagonal Brace

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text Typical Diagonal and Lash Brace Detail

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical Pendant Attachment and Diagonal Brace

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text Typical Lash Brace Detail

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical Lash Brace Detail

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

PL-08

AutoCAD SHX Text

PL-08

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-08

AutoCAD SHX Text

PL-08

8" X 5" HILTI KB TZ2

W/LOCK WASHER*

(2 EACH)

UNISTRUT P1000T 12G OR

SIMILAR *

CUT TO LENGTH

LIKO SUPPORT PENDANT

LIKO SUPPLIED THRU BOLT

AND SET BOLT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPORT PENDANT

LIKO SUPPLIED THRU BOLT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPLIED SET BOLT

UNISTRUT P1000T 12G*

LIKO SUPPLIED 8MM BOLT

W/ NYLOC NUT AND INSERT

PLATE

LIKO SUPPORT PENDANT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LIKO SUPPLIED THRU BOLT

AND SET BOLT

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SECONDARY RAIL (MOBILE)

LIKO SUPPLIED THRU BOLT

LIKO SUPPLIED SET BOLT

8"X5" HILTI KB TZ2

W/LOCK WASHER*

LIKO SUPPORT PENDANT

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPLIED 8MM BOLT

W/ NYLOC NUT AND INSERT

PLATE

LIKO SECONDARY RAIL (MOBILE)

LASH BRACE:

UNISTRUT P1000T 12G

OR SIMILAR *

CUT TO LENGTH

HHCS 12" X 31

2"*

LOCK WASHER & NUT*

LASH BRACE: UNISTRUT

P1000T 12G OR SIMILAR*

(CUT TO LENGTH)

LIKO PRIMARY RAIL (FIXED RAIL)

LIKO SUPPLIED THRU BOLT

AND SET BOLT

LIKO SUPPORT PENDANT

- 3 8" X 5" HILTI KB TZ2*

- P1064 WASHER*

-HHCS 3 8" X 11

2"*

-LOCK WASHER*

-P3008 CHANNEL NUT*

SLOT DIRECTION PARALLEL

TO UNISTRUT CHANNEL

3/8" X 5" HILTI KB TZ2

W/LOCK WASHER*1/2" X 5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

UNISTRUT P1000T 12G

OR SIMILAR DIAGONAL

BRACE*

1/2" X 5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

- HHCS 1/2" X 11/2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

UNISTRUT P1000T 12G

OR SIMILAR DIAGONAL

BRACE*

1/2" X 5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

UNISTRUT P1000T 12G

OR SIMILAR DIAGONAL

BRACE*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

REFERENCE "NOTE A".

8" X 5" HILTI KB TZ2

W/LOCK WASHER*

(2 EACH)

UNISTRUT P1000T 12G OR

SIMILAR *

CUT TO LENGTH

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

- HHCS 12" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

UNISTRUT P1546

45 DEG ANGLE

BRACKET OR SIMILAR*

(2 EACH)

UNISTRUT P1000T 12G

OR SIMILAR *

CUT TO LENGTH

- HHCS 1/2" X 11/2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

(2 EACH)

UNISTRUT P1000T 12G

OR SIMILAR *

CUT TO LENGTH

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- UNISTRUT P3008

NUT OR SIMILAR* * DENOTES "SUPPLIED AND INSTALLED"

BY INSTALLATION CONTRACTOR

PL-09

REFERENCE "NOTE A".

NOTES:

A. MAXIMUM DISTANCE DIMENSIONS MAY VARY BASED ON

CALCULATIONS FOR INSTALLATIONS IN SEISMIC ZONES.

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

General 2-Bolt Pendant Attachment Details

Makaila Shirley 3/18/2022 As Noted 9 16

* FOR INFORMATION PURPOSES ONLY *

PROJECT-SPECIFIC CALCULATIONS (BY

"OTHERS") MAY BE REQUIRED.

REFERENCE LATEST CALIFORNIA BUILDING

CODE OR LATEST BUILDING CODES.

REFER TO OSHPD-APPROVED DRAWINGS

and DETAILS.

Hillrom is now a part of Baxter

AutoCAD SHX Text

AutoCAD SHX Text Typical Lash Brace Detail

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

PL-09

AutoCAD SHX Text

PL-09

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-07

AutoCAD SHX Text

PL-09

AutoCAD SHX Text

AutoCAD SHX Text Typical Slab Connection Detail

AutoCAD SHX Text Plan View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical Pendant Attachment and Diagonal Brace

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text Typical Lash Brace Detail

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text Typical Diagonal and Lash Brace Detail

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text Typical Pendant Attachment and Diagonal Brace

AutoCAD SHX Text Elevation View

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text

PL-09

UNISTRUT P1000T

OR SIMILAR*

8"X5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P9012 OR SIMILAR*

-HHCS 12"X3"W NUT*

-LOCK WASHER*

UNISTRUT P9012

OR SIMILAR*

-HHCS 12"X3"W NUT*

-LOCK WASHER*

UNISTRUT P1001

OR SIMILAR*

(2 EACH)

LIKO SUPPORT PENDANT

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

UNISTRUT P1000

OR SIMILAR*

8"X5" HILTI KB TZ2

W/LOCK WASHER*

EXISTING HVAC DUCT

-HHCS 12"X3"W NUT*

-LOCK WASHER*

UNISTRUT P9012

OR SIMILAR*

UNISTRUT P1546 45° ANGLE BRACKET

OR SIMILAR*

2" X 5" HILTI KB TZ2

W/LOCK WASHER*

(MIN EMBED 4")

UNISTRUT P1546 45DEG

ANGLE BRACKET OR

SIMILAR*

UNISTRUT P1000 OR

SIMILAR BRACE*

8"X5" HILTI KB TZ2

W/LOCK WASHER*

8"X5" HILTI KB TZ2

W/LOCK WASHER*

UNISTRUT P1000T

OR SIMILAR*

UNISTRUT P9012

OR SIMILAR*

-HHCS 12"X3"W NUT*

-LOCK WASHER*

UNISTRUT P9012

OR SIMILAR*

-HHCS 12" X 3"W NUT*

-LOCK WASHER*

LIKO SUPPORT

PENDANT

UNISTRUT P1000

OR SIMILAR*

UNISTRUT P1000 OR

SIMILAR BRACE*

UNISTRUT P1000

OR SIMILAR*

UNISTRUT P1000T

OR SIMILAR*

UNISTRUT P9012 OR SIMILAR*

-HHCS 12"X3"W NUT*

-LOCK WASHER*

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

-HHCS 12"X11

2"*

-LOCK WASHER*

-UNISTRUT P3010

NUT OR SIMILAR*

UNISTRUT P1001

OR SIMILAR*

(2 EACH)

* DENOTES "SUPPLIED AND INSTALLED"

BY INSTALLATION CONTRACTOR

PL-10

NOTES:

A. MAXIMUM DISTANCE DIMENSIONS MAY VARY BASED ON

CALCULATIONS FOR INSTALLATIONS IN SEISMIC ZONES.

REFERENCE "NOTE A".

Sheet of

Project #

Drawn by: Date: Scale:

Liko Overhead Patient Lift Systems

Typical Method of Attachment Details - PENDANTS

Utilizing LIKO-supplied Adjustable Support Pendants

General Trapeze Details

Makaila Shirley 3/18/2022 As Noted 10 16

EXISTING CONCRETE

2"X 31

2" HILTI KB TZ2 3

EXPANSION ANCHOR*

LIKO SUPPORT PENDANT

UNISTRUT P1325 ANGLE BRACKET OR SIMILAR*

UNISTRUT P1000T OR SIMILAR*

(CUT TO LENGTH)

(4 EACH)

- HHCS 38" X 11

2"*

- LOCK WASHER*

- STANDARD WASHER*

- UNISTRUT P3008

NUT OR SIMILAR*

UNISTRUT P1001 OR SIMILAR*

(CUT TO LENGTH)

(6 EACH)

-…

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 Dec 11, 2024.