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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 Arlo for an as built revision.""'" <br />THIS LAYOUT HAS BEEN PREPARED WITH SUPPLIED DATA. NOTE: CUTTING OF RAILS ON SITE ONLY <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 />In <br />FLAT WASHER M10 e`er <br />000.04430 - <br />LOCK WASHER 3/8 g <br />000.00426 <br />BOLT 3/8-16 X 1" <br />000.00357 <br />LATERAL 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 as (NUMBER OF TRACK BRACKET JOINT X 2) + 2. <br />ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <br />T- I- G -I <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 NUMSER(S): <br />139 <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 />rSCALE: <br />1/4` = 1' <br />REFERENCE N: <br />OC-07092010 <br />PAGE: <br />3111 <br />ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <br />I <br />ACCEPTABLE ANGLE <br />QUANTITY OF ROOMS: 0 <br />VA ZEPHYRHILLS II <br />CLINIC J <br />SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] <br />DATE CREATED (DO-MMM-YYYY) : 09JUL-2020 <br />DRAWN BY: <br />un001629 <br />SCALE: <br />N/A <br />REFERENCEN: <br />QC-07092010 <br />PAGE. <br />6 / 11 <br />- ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <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 ONLYar __j <br />IBEAM <br />STRUT BRIDGE !SLOT FACE DOWW <br />FOR 'G' UP TO USE INISTRUT <br />1' 8" <br />HS 158.12 <br />2.0•. <br />P1.00G <br />1.3" <br />HS2716.12 <br />4' U" <br />P55M <br />Pt'WI <br />s' a^ <br />P511W <br />0 6" <br />P5501 <br />10'4' <br />Psnn1 <br />FINISH <br />CEILING <br />�NY <br />C, <br />YBRACE <br />1 6 8 10 14 1 � <br />MAQE <br />A2) UPPER AND LOWER / <br />CONNECTION FOR LATERAL <br />@L BE MAX. DISTANCE <br />13 BETWEEN ANGLE <br />8 <br />FITTING AND CEILING <br />9 LIFT TRACK BY <br />3 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 (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 />IBEAM <br />STRUT BRIDGE tSLOT FACE I)OWN) <br />FOR'k+' UP TO USE UNISTRUT <br />HS 158 :1 <br />7 GP 1000 <br />2'-, HS 2716.12 <br />r 9- P55n0 <br />1 TRACK SECTION ACCEPTABLE ANGLE <br />3=9' P1001 <br />4'-3` P501IG <br />6.6- P5301 <br />0 TRACK BRACKET JOINT <br />7'-6' P5001 <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 />LATERAL BRACE <br />QUANTITY OF ROOMS: 0 <br />VA ZEPHYRHILLS <br />CLINIC <br />SAFE WORKING LOAD BELOW LIFT: 100RB [455KG] <br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 <br />DRAWN BY: <br />un001629 <br />SCALE <br />N/A <br />REFERENCE N: <br />QC-07092010 <br />PAGE: <br />9/11 <br />FINISH <br />CEILING <br />STANDARD TRACK INSTALLATION <br />$b� j 1 <br />� yY & BRACE <br />3y" <br />In10 13 1 <br />\\ (X2) UPPER AND LOWER / <br />CONNECTION FOR LATERAL <br />3rT L14" MAX. DISTANCE <br />11 m BETWEEN ANGLE <br />12 FITTING AND CEILING <br />6 <br />6 �` LIFT TRACK BY <br />ARJO <br />LIFT CAPACITY= 1000 LEIS <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 />T- I-- G -I <br />Co <br />TILE <br />Q <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: 60OL9 [272KG] 1 <br />WEIGHT FOR LOAD TEST MAY VARY DEPENDING YOUR REGION J <br />DATE CREATED (DD-MMM-YYYY) : 09-JUL-2020 <br />DRAWN BY: <br />un001629 <br />SCALE <br />1/4" = V <br />REfERENCE N. <br />QC-07092010 <br />PAGE: <br />2/11 <br />-ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <br />teal N <br />Part N <br />Des0plion <br />Gty <br />1 <br />000.00$57 <br />SOLT 318"- 16 X 1 ' <br />3 <br />2 <br />000.00394 <br />THREADED ROD 318-16 X 10' ZINC <br />1 <br />3 <br />000.00402 <br />LOCKNUT STOVER 318-10 ZINC <br />1 <br />4 <br />000.00405 <br />NUT 3/8-16 ZINC <br />3 <br />5 <br />000.00424 <br />HILTI STRUT SADDLE NUT 3/&I8 <br />1 <br />8 <br />DDODD4125 <br />LOCKWASHER 318' <br />5 <br />8 <br />0M.04430 <br />FLAT WASHER M10 ZINC <br />8 <br />9 <br />000.04435 <br />TAB WASHER MIO <br />1 <br />10 <br />000.04875 <br />FLAT WASHER M12 <br />5 <br />if <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 1.5mm <br />1 <br />1 <br />I <br />13 <br />70D.11100 <br />TRACK BRACKET KWIKTRAK <br />1 <br />14 <br />LUS-P1068 <br />UNISTRUT ANGLE <br />2 <br />15 <br />LUSA27XX <br />UNISTRUT BEAM CLAMP <br />(PENDING ON STRUT USAGE) <br />4 <br />16 <br />000.00426 <br />HILTI CHANNEL NUT 318.16 <br />3 <br />I QUANTITY OF ROOMS: 0 <br />VA ZEPHYRHILLS <br />CLINIC <br />SAFE WORKING LOAD BELOW LIFT: 600LB [272KG] <br />DATE CREATED (DD-MMM-YYYY) : D9-JUL-2020 <br />DRAWN BY: <br />un001629 <br />: <br />N/A <br />11EF@RENCE N: <br />QC-07092010 <br />FPAGE. <br />5/11 <br />- ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <br />Rem N <br />Pan # <br />Description <br />Qty <br />1 <br />000.00357 <br />1 SOLT 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 318-18 ZINC <br />2 <br />4 <br />000.00406 <br />NUT 318.16 ZINC <br />5 <br />5 <br />000.00424 <br />HILTI STRUT SADDLE NUT 3/8-16 <br />2 <br />6 <br />DDO.00425 <br />LOCKWASHER 318' <br />6 <br />8 <br />1 000.04430 <br />FLAT WASHER M10 ZINC <br />8 <br />9 <br />1 000.04875 <br />FLAT WASHER MI <br />4 <br />10 <br />200.11140 <br />CEILING PLATE e100MM <br />4 <br />11 <br />2WA 1170 <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 11000 LSSj <br />j 1 <br />13 <br />LUS-PI068 <br />UNISTRUT ANGLE <br />1 2 <br />14 <br />LUS.P27XX <br />UNISTRUT BEAM CLAMP <br />(PENDING ON STRUT USAGE) <br />4 <br />15 <br />OW.00426 <br />HILTI CHANNEL NUT 3/8.16 <br />3 <br />I 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 />DRAWN BY: , <br />un001629 <br />SCALE: <br />N/A <br />RE <br />'REFERENCE N: <br />QC-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 rigm <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 />• Is a level of infectious control required? YES NO <br />If YES, then what level <br />CUSTOMER <br />APPROVAL: _ DATE: <br />Legend H <br />Track Sprinkler <br />S_Z_ <br />d MIS Track with service zone Smoke detector <br />sa- e saaaaaa Track with wall fixation Electrical outlet <br />sammaJ Track with gate h Ceiling light <br />ommmmiIIIIIIII Track With gate reverse (4- Ceiling <br />I L7], Ceiling vent <br />Wall post <br />Wall bracket Access trap required <br />Wall post slide Existing access trap <br />Track with T-junctlon Additional items <br />X-Y Trolley (Suspended) (') X-Y alim. type + options <br />V X-Y Trolley (Embedded) r)� Motor/charger location <br />Curtain track <br />tjp"' a Turntable (Auto/Manual) <br />J " - IV track <br />1t <br />I f � �, I Exchanger lY--� Swivel pole <br />V) Symbol may vary dapanding 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: acio <br />TIM MUCHNA <br />DATE (DD-MMM-YYYY) : <br />09-JUL-2020 <br />REFERENCE#: PAGE: <br />QC-07092010 <br />NOTE: ATTENTION INSTALLERS <br />"'"'Any deviation/changes from the Ado specked 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 />DUCT, PIPE <br />OR OTHER <br />OBSTRUCTION <br />AS OCCURS <br />O <br />4 <br />83 6 <br />TYP, ROD <br />HANGER PER <br />PLANS AND <br />DETAILS <br />e <br />RF�p6 <br />oFl4,(`��SSrRG <br />.9,yO cl�'QP <br />VERIFY IN FIELD <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 />7-0- <br />HS 2716-12 <br />X-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 />T- I--- G -I <br />m <br />TILE <br />Q <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 />146 <br />VA ZEPHYRHILLS <br />CLINIC <br />SAFE WORKING LOAD BELOW LIFT: 1 OOOLB [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 />REFERENCEN; <br />OC-07092010 <br />: <br />4 / 11 <br />ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <br />Item # <br />1 Part # <br />Description <br />Gty <br />1 <br />000.00394 <br />THREADED ROD 318-16 X 10' ZINC <br />2 <br />2 <br />000.00405 <br />NUT 3/8.18 ZINC <br />6 <br />3 <br />000.GD424 <br />HILTI STRUT SADDLE NUT 318.16 <br />2 <br />4 <br />000.DO425 <br />LOCKWASHER 3/8" <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 5/8' SQUARE X 1/4' FLAT PLATE <br />WASHER <br />2 <br />QUANTITY OF ROOMS: 0 <br />VA ZEPHYRHILLS <br />CLINIC <br />�AFE WORKING LOAD BELOW LIFT: 600LB [272KG] <br />DATE CREATED (DD-MMM-YYYY) : 09JUL-2020 <br />DRAWN By : <br />un001629 <br />SCALE: <br />NIA <br />REFCRENCE N: <br />QC-07092010 <br />PAGE: <br />7/11 <br />0 <br />U 0 <br />/tamps <br />URBANoRDER.tamps, Inc. <br />8006 south elberon street 33611 <br />813.832.8887 <br />s■2002460 <br />IURBANoRDER.tampa, Inc.l <br />Thee Om en mpopled and ere aubjxt to <br />copyTlgu protedlm as an'arcN' arty dl nil wier <br />exam 102 of gr aapy" as 17 u.s.a. as <br />anrrded DemrrBer INC and k om as anddladuml <br />wade mwlInt vowtlon W of IM. The <br />prorclkn bxyudu but is not GrNled k Ih owrea <br />fmn as wall as anerpertrnl all owifc Lion of <br />spaces and ahmenr of 0r dingo. under Won <br />pmledlon, unaulnorad use of Nu plans, work a <br />Nana represmted, oen legally ruull in Ih oeuatim <br />of Corrrucllon a buatlkgc bia g eetred ark/w <br />marblyco pw"tlonto URB.4NWDERMmpakc., <br />Flake feg n%. AAMR480. <br />ISSUE DATE <br />05/15/2019 <br />REVISIONS <br />0 <br />N <br />r / <br />M <br />• <br />CIO <br />e� <br />-O <br />Z <br />M <br />U <br />Ua <br />v! <br />>i..u� <br />L <br />Q <br />N <br />JOE TOPH. <br />FL.REG.AR10095 <br />DATE: 11119"1020 <br />DRWN. <br />CHKD: <br />SCALE: <br />SHEET NUMBER <br />R9 <br />I <br />I7 <br />