|
UPDATED 11 /02/2020
<br />NOTE: ATTENTION INSTALLERS
<br />*****Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout
<br />MUST be captured, marked on the drawings and returned to Ado for an as built revision.--
<br />S BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLYarjo j
<br />LATERAL BRACE REQUIREMENTS REV-3
<br />LEGEND
<br />_ LATERAL TRACK TRACK
<br />BRACE X BRACKET BRACKET JOINT
<br />MINIMUM 3 LATERAL BRACES.
<br />NUMBER OF LATERAL BRACE _ (NUMBER OF TRACK BRACKET JOINT X 2) + 2,
<br />1 TRACK SECTION
<br />0 TRACK BRACKET JOINT
<br />3 LATERAL BRACES
<br />POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL
<br />r STEEL
<br />UNISTRUT
<br />000.0XXXX
<br />SADDLE NUT
<br />000.00424
<br />In
<br />FLAT WASHER M10
<br />�
<br />000.04430
<br />LOCK WASHER 3/8000.00425BOLT
<br />N
<br />3/8-16 X 1"
<br />000.00357
<br />LATERAL
<br />BRACE
<br />LATERAL BRACE REQUIREMENTS REV-3
<br />LEGEND
<br />_ LATERAL TRACK TRACK
<br />BRACE X BRACKET ® BRACKET JOINT
<br />MINIMUM 3 LATERAL BRACES.
<br />NUMBER OF LATERAL BRACE _ (NUMBER OF TRACK BRACKET JOINT X 2) + 2.
<br />1 TRACK SECTION
<br />0 TRACK BRACKET JOINT
<br />3 LATERAL BRACES
<br />POSSIBLE ANCHOR LATERAL TO THE CEILING OR TO THE WALL
<br />STEEL
<br />UNISTRUT
<br />000.0XXXX
<br />SADDLE NUT
<br />000.00424
<br />FLAT WASHER M10
<br />000.04430
<br />LOCK WASHER 3/8
<br />000.00425
<br />BOLT 3/8-16 X 1"
<br />000.00357
<br />,
<br />LATERAL BRACE
<br />ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />G -�
<br />m
<br />TILE
<br />Q
<br />1
<br />A=108"
<br />B=62"
<br />F=24"
<br />G=62"
<br />H=6" ECS SYSTEM
<br />QUANTITY OF ROOMS: 1
<br />LISTING OF ROOM NUMBER(S):
<br />139
<br />VA ZEPHYRHILLS I
<br />CLINIC J
<br />SAFE WORKING LOAD BELOW LIFT: 600LB [272KG]
<br />WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION
<br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020
<br />DRAWN BY -.
<br />un001629
<br />SCALE.
<br />1/4" = 1'
<br />:
<br />rl�
<br />PAGE:07092010 3 / 11
<br />7
<br />• ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />I
<br />-n -
<br />ACCEPTABLE ANGLE
<br />QUANTITY OF ROOMS: 0
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />SAFE WORKING LOAD BELOW LIFT: 600LB [272KG]
<br />DATE CREATED (DD-MMM-YYYY) : 09JUL-2020
<br />DRAWN BY:
<br />un001629
<br />SCALE:
<br />N/A
<br />REFERENCE#:
<br />QC-07092010
<br />JPAGE:
<br />6/11
<br />ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />I
<br />O
<br />ACCEPTABLE ANGLE
<br />QUANTITY OF ROOMS: 0
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />SAFE WORKING LOAD BELOW LIFT: 1000LB [455KG)
<br />DATE CREATED (DD-MMM-YYYY) : 09JUL-2020
<br />DRAWN BY:
<br />un001629
<br />LE'.
<br />N/A
<br />(REFERENCES :
<br />QC-07092010
<br />FPAGE'.
<br />9/11
<br />NOTE: ATTENTION INSTALLERS
<br />*****Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout
<br />MUST be captured, marked on the drawings and returned to Ado for an as built revision.*****
<br />THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY
<br />)BEAM
<br />STRUT BRIDGE :SLOT PACE DOWNi
<br />I-OR'G' UP TO USE UNISTRUT
<br />1' N'
<br />HS 158-117
<br />2 0'
<br />PIDW
<br />:f-3"
<br />HS 271.6 12
<br />q..fj..
<br />P55P:1
<br />P1001
<br />6-.4'
<br />Pf'.0N)
<br />8 G'
<br />P5501
<br />10 4'
<br />1`5001
<br />FINISH
<br />CEILING
<br />1 6 8 10 14 1 I
<br />(X2) UPPER AND LOWER /
<br />CONNECTION FOR LATERAL
<br />L 2" MAX. DISTANCE
<br />13 BETWEEN ANGLE
<br />FITTING AND CEILING
<br />8
<br />U9 LIFT TRACK BY
<br />F/1-. ARJO
<br />LIFT CAPACITY= 600 LBS
<br />"NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING,
<br />HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE
<br />CURRENT INTERNATIONAL BUILDING CODE (18C) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE
<br />ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."
<br />IBEAM
<br />4
<br />STRUT BRIDGE (SLOT FACE DG4VN1
<br />'�,I, 1I:
<br />FOR'G-UP TO USE UNISTRUT
<br />�p� IV
<br />7
<br />1-,• HS 15812
<br />�Q.J V;
<br />1' G' P10317"
<br />"Z,
<br />5 "�
<br />2--l' H5 2'716 12
<br />2-.V' Pfi',00
<br />J�
<br />3' W P1001 4
<br />4' 3' P6000
<br />6
<br />8'-P'• P0601
<br />7' P5WI r flt
<br />/
<br />STANDARD TRACK INSTALLATION
<br />BRACE
<br />1 6 8 10 13 t �
<br />B
<br />(X2) UPPER AND LOWER
<br />CONNECTION FOR LATERAL
<br />I11 r Z314" MAX. DISTANCE
<br />m BETWEEN ANGLE
<br />12 FITTING AND CEILING
<br />s
<br />6 �� LIFT TRACK eY
<br />ARJO
<br />3
<br />LIFT CAPACITY 1000 LBS
<br />"NOTE: ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING.
<br />HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE
<br />CURRENT INTERNATIONAL BUILDING CODE (18C) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE
<br />ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."
<br />FINISH
<br />CEILING
<br />ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />G --
<br />m
<br />TILE
<br />d
<br />L
<br />A-108"
<br />B=62"
<br />F=24"
<br />G=62"
<br />H=6"
<br />QUANTITY OF ROOMS: 1
<br />LISTING OF ROOM NUMBER(S):
<br />126
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />SAFE WORKING LOAD BELOW LIFT: 600LB [272KG]
<br />WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION
<br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020
<br />DRAWN BY.
<br />un001629
<br />SCALE:
<br />1/4" = 1'
<br />REFERENCE 1:
<br />QC-07092010
<br />PAGE:
<br />2/11
<br />• ALL HARDWARE INCLUDED.
<br />IACGORDING TO STRUCTURE)
<br />Ism #
<br />Part #
<br />Description
<br />City
<br />1
<br />000.00357
<br />BOLT 3/8" -16 X 1 "
<br />3
<br />2
<br />0D0.00394
<br />THREADED ROD 3/8.16 X 10' ZINC
<br />1
<br />3
<br />00MG0402
<br />LOCKNUT STOVER 318-16 ZINC
<br />1
<br />4
<br />000.00405
<br />NUT3/8-16ZINC
<br />3
<br />5
<br />000.00424
<br />HILTI STRUT SADDLE NUT 318-16
<br />1
<br />6
<br />000.00425
<br />LOCKWASHER 3/8-
<br />5
<br />8
<br />DD0.04430
<br />FLAT WASHER M10 ZINC
<br />6
<br />9
<br />000.04436
<br />TAB WASHER M10
<br />1
<br />10
<br />DW04875
<br />FLAT WASHER M12
<br />5
<br />11
<br />200.11140
<br />CEILING PLATE e100MM
<br />2
<br />12
<br />200.11170
<br />200.11160
<br />200.11150
<br />BRACKET SHIM 12mm
<br />BRACKET SHIM 3mm
<br />BRACKET SHIM 1.Smm
<br />1
<br />1
<br />1
<br />13
<br />700.11100
<br />TRACK BRACKET KWIKTRAK
<br />1
<br />14
<br />LUS-P1068
<br />UNISTRUT ANGLE
<br />2
<br />15
<br />LUS-P27XX
<br />UNISTRUT BEAM CLAMP
<br />(PENDING ON STRUT USAGE)
<br />4
<br />16
<br />000DIM26
<br />HILTI CHANNEL NUT 3/8-18
<br />3
<br />I QUANTITY OF ROOMS: 0
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />( SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] 1
<br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020
<br />DRAWN BV: -�
<br />un001629
<br />SCALE:
<br />N/A
<br />70C.
<br />PAGE07092010 5/11
<br />- ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />nem #
<br />Part #
<br />I DGWAPUon
<br />CITY
<br />1
<br />000.00357
<br />BOLT 3/8'- 16 X 1"
<br />3
<br />2
<br />000.00394
<br />THREADED ROD 318-16 X 10' ZINC
<br />2
<br />3
<br />000.00402
<br />LOCKNUT STOVER 3/8.16 ZINC
<br />2
<br />4
<br />D00.00405
<br />NUT 318-16 ZINC
<br />5
<br />5
<br />DDO.00424
<br />HILTI STRUT SADDLE NUT 318-16
<br />2
<br />6
<br />000.00425
<br />LOCKWASHER 3/8"
<br />8
<br />8
<br />1 000.04430
<br />FLAT WASHER M10 ZINC
<br />8
<br />9
<br />000.04875
<br />FLAT WASHER M12
<br />4
<br />10
<br />200.11140
<br />CEILING PLATE e100MM
<br />4
<br />11
<br />200.11170
<br />200.11160
<br />200.11150
<br />BRACKET SHIM 12mm
<br />BRACKET SHIM 3mm
<br />BRACKET SHIM 1.5mm
<br />2
<br />2
<br />2
<br />12
<br />700.11204
<br />TRACK BRACKET SWL [1000 LBS]
<br />1
<br />13
<br />LUS-P11068
<br />UNISTRUT ANGLE
<br />2
<br />14
<br />LUS-P21XX
<br />UNISTRUT BEAM CLAMP
<br />(PENDING ON STRUT USAGE)
<br />4
<br />15
<br />000,00426
<br />HILTI CHANNEL NUT 318-16
<br />3
<br />( QUANTITY OF ROOMS: 0
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />SAFE WORKING LOAD BELOW LIFT: 1 OOOLB [455KG]
<br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020
<br />SCALE001629 N/A
<br />EDRAWN
<br />:
<br />07092010
<br />PAGE:
<br />8 / 11
<br />IMPORTANT NOTES
<br />1. The ceiling minimum structure capacity must be able to support the load specified
<br />on the installation drawing.
<br />2. Electrical power source outlet already available by the facility at a maximum
<br />distance of 3 meters from charging station.
<br />3. Any obstructions such as vents, pipes, lights and sprinklers that could possibly be
<br />in the path of the ceiling lifts to be removed or relocated by the facility prior to
<br />installation.
<br />4. Modifications of door headers by the facility.
<br />5. Ado reserves the right to slightly modify the track layout if necessary.
<br />6. See the "Agreed Conditions for the Installation of Ceiling Lifts" document included
<br />with this quote for important installation details.
<br />7. Ado will not be held responsible for any damages, Inconvenience, resulting from
<br />hitting any non visible conduits during our installation process.
<br />8. Signed drawings are required prior to ordering and installation of ceiling lifts. This
<br />signature of each drawings confirms agreement of all the conditions listed above.
<br />MY SIGNATURE BELOW VERIFIES THAT I HAVE:
<br />Reviewed all 11 pages, with a total quantity of 3 rooms, for the
<br />approbation of layout for each room and the approbation of structure for
<br />each room. I verify that the answers below are accurate to the best of my
<br />knowledge and I understand that the quote produced is dependent upon
<br />the conditions below as well as this full drawing set.
<br />• Is a load dock available? YES
<br />• Can facility accept shipment and store until install begins? YES
<br />• Will a drop trailer be needed? ES NO
<br />• Is parking available on site? Is there a fee involved? YES
<br />• Are there any installation time frame limitations?
<br />What are they? YES
<br />0 Is a level of infectious control required? YES NO
<br />If YES, then what level
<br />CUSTOMER
<br />APPROVAL: DATE:
<br />Legend
<br />Track , Sprinkler
<br />I}enZaM
<br />9000� Track with service zone Smoke detector
<br />ismaiw e ssom Track with wall fixation Q Electrical outlet
<br />Track with gate h-- Ceiling light
<br />sommisomillillill Track with gate reverse
<br />Ceiling vent
<br />----4 Wall post
<br />Wall bracket Access trap required
<br />Wall post side Existing access trap
<br />Track with T-junction Additional items
<br />X-Y Trolley (Suspended) X-Y alim. type + options
<br />V X-Y Trolley (Embedded) Motor/charger location
<br />Curtain track
<br />Turntable (Auto/Manual)
<br />E) -_ V IV track
<br />II 't Exchanger � Swivel pole
<br />I') Symbol may vary depending of equipment type
<br />REVISION(S) DATE(S) (D-M-Y)
<br />INSTALLATION DRAWING
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />DISTRIBUTOR:
<br />ARJO
<br />REPRESENTATIVE: cio
<br />TIM MUCHNA
<br />DATE (DD•MMM-YYYY) :
<br />09-JUL-2020
<br />REFERENCE#: PAGE:
<br />QC-07092010 1 / 11
<br />NOTE: ATTENTION INSTALLERS
<br />"'"""Any deviation/changes from the Ado specified installation details i.e. hardware, bracing, track layout
<br />MUST be captured, marked on the drawings and returned to Ado for an as built revision.*****
<br />BRIDGE DETAIL
<br />'SPAN'
<br />O
<br />O
<br />DUCT, PIPE
<br />OR OTHER
<br />OBSTRUCTION
<br />AS OCCURS
<br />O
<br />g4
<br />O
<br />D
<br />TYR ROD
<br />HANGER PER
<br />PLANS AND
<br />DETAILS
<br />&
<br />R , �C,
<br />OFTq/( ohs STR
<br />G
<br />q,1,0 CTG'QF
<br />STRUT TO BUILDING STRUCTURE
<br />REF. PLANS AND DETAILS
<br />STRUT BRIDGE PER TABLE
<br />BELOW (SLOT- FACE DOWN)
<br />MAX. STRUT BRIDGE "SPAN"
<br />LIFT CAPACITY
<br />STRUT
<br />600#
<br />HS 158-12
<br />V-8"
<br />P1000
<br />2'-0"
<br />HS 2716-12
<br />T-3"
<br />P5500
<br />4'-0"
<br />P1001
<br />5'-4"
<br />P5000
<br />6'4"
<br />P5501
<br />8'-6"
<br />P5001
<br />10'4"
<br />"NOTE ARJO GUARANTEES THE STRUCTURAL INTEGRITY OF THE TOTAL LIFT SYSTEM DESIGN, INCLUDING TRACK, BRACING,
<br />HANGERS, AND ALL CONNECTIONS TO THE BUILDING STRUCTURE. OUR DESIGN IS BASED ON THE REQUIREMENTS OF THE
<br />CURRENT INTERNATIONAL BUILDING CODE (IBC) AND THE SESMIC LOADS OF THE REGION. THE FACILITY MUST VERIFY THE
<br />ADEQUACY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LIFT SYSTEM."
<br />ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />�- G -- -�
<br />m
<br />TILE
<br />d
<br />L
<br />A-108"
<br />B=62"
<br />F=24"
<br />G=62"
<br />H=6" ECS SYSTEM
<br />QUANTITY OF ROOMS: 1
<br />LISTING OF ROOM NUMBER(S):
<br />145
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />SAFE WORKING LOAD BELOW LIFT: 1000LB [455KG]
<br />WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION
<br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020
<br />DRAWN BY.
<br />un001629
<br />SCALE:
<br />1/4" = 1'
<br />REFERENCE#:
<br />QC-07092010
<br />PAGE:
<br />4/11
<br />- ALL HARDWARE INCLUDED.
<br />(ACCORDING TO STRUCTURE)
<br />Item B
<br />Pert #
<br />I Description
<br />Oty
<br />1
<br />000.00394
<br />THREADED ROD 318-16 X 19 ZINC
<br />2
<br />2
<br />000.00405
<br />NUT 3/8.16 ZINC
<br />6
<br />3
<br />000.00424
<br />HILTI STRUT SADDLE NUT 318-16
<br />2
<br />4
<br />000.00425
<br />LOCKWASHER 3W
<br />2
<br />5
<br />000.04430
<br />FLAT WASHER M10 ZINC
<br />2
<br />6
<br />000.04875
<br />FLAT WASHER M12
<br />2
<br />7
<br />1 6/8" SOUARE X IW FLAT PLATE
<br />WASHER
<br />2
<br />QUANTITY OF ROOMS: 0
<br />VA ZEPHYRHILLS
<br />CLINIC
<br />SAFE WORKING LOAD BELOW LIFT: 600LB [272KG]
<br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020
<br />DRAWN BY:
<br />UnOD1629
<br />SCALE:
<br />N/A
<br />REFERENCE#:
<br />T PAGE:
<br />QC-07092010 7111
<br />n
<br />U 0
<br />Nampa
<br />tlR6ANoROER.tamps, Inc.
<br />8008 south elberon street 33611
<br />813.832"8887
<br />sa2002480
<br />IURBANoRDER.tampa, inc.�
<br />These ON she copyrighted and are sublild to
<br />copyright prolec6m as an'arNheuural wadi under
<br />wow 102 of the copyrighted. 17 uo o. as
<br />emended December 1990 end known as architectural
<br />works copyright protea on an of 19M. The
<br />protection Includes but Is not I'aNtad to the overall
<br />form as well as arrangement and composition of
<br />spaces and elements of the deign. un such
<br />protecllon, ureulllalzed use of these pWWS, work a
<br />have reprsshd, can Willits, result in the csstion
<br />of construction or buid" being sled and/or
<br />monetary compensation to URDANORDER/Wnpe inc.,
<br />Florida rpieaetion AA2M460.
<br />ISSUE DATE
<br />05/15/2019
<br />REVISIONS
<br />N
<br />'�
<br />r I
<br />M
<br />U
<br />�
<br />CU
<br />Z
<br />m
<br />0
<br />U
<br />LL
<br />L
<br />i
<br />N
<br />O
<br />■
<br />c
<br />V&'AMo r.
<br />V♦ O
<br />■0
<br />J �r
<br />JOE TOPH.
<br />FL,REG, AR10095
<br />DATE: 11/3/2020
<br />DRWN.
<br />CHKD:
<br />SCALE:
<br />SHEET NUMBER
<br />R9
<br />I
<br />7
<br />
|