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UPDATED 11/02/2020 <br />X V5 Duo <br />ECS ON FIXED RAIL J MS600 ecs <br />J MS2 ecs <br />J MS440 <br />ECS ON MOVING RAIL <br />FLUSH X-Y CONFIG. <br />J V5 Duo <br />X MS600 ecs <br />./ MS2 ecs <br />X MS440 <br />EMBEDDED X-Y CONFIG. <br />ALL HARDWARE INCLUDED. <br />(ACCORDING TO STRUCTURE) <br />CONTACT BOX (3X) <br />700-11228 - ECS to ECS wiring kit <br />STANDARD X-Y CONFIG. <br />WALL MOUNTED X-Y CONFIG. <br />ECS - ECS CHARGING <br />X V5 Duo <br />./ MS600 e05 <br />J MS2 ecS <br />X MS440 <br />QUANTITY OF ROOMS: <br />X V5 Duo <br />J MS600 ees <br />J MS2 ecs <br />X MS440 <br />VA ZEPHYRHILLS <br />CLINIC <br />Z <br />$AFE WORKING LOAD BELOW LIFT 1000L81461bKOj <br />DATE CREATED (OD-MMM-YYYY) : 09-JUL-2020 <br />nRAwN NT• <br />un001620 <br />�CMB <br />NIA <br />NOf[NNNC114. <br />OC-07092010 <br />PACK <br />11 / 11 <br />I BRIDGE DETAIL <br />'SPAN" <br />RIEF. TABLE BELOW <br />0 <br />N <br />DUCT, PIPE <br />OR OTHER <br />OBSTRUCTIOI <br />AS OCCURS <br />0 <br />O <br />00 <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 />1000# <br />HS 158-12 <br />P1000 <br />HS 2716-12 <br />2'-1" <br />P5500 <br />2'-9" <br />P 1001 <br />T-9" <br />P5000 <br />4'-3" <br />P5501 <br />6'-6" <br />P5001 <br />7'-6" <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 />lurn 0 <br />Pan 0 <br />Daactlption <br />Oty <br />i <br />OW 00,484 <br />THRPAnln ROD MR, IR X IWIN(; <br />7 <br />2 <br />0006DD405 <br />NUT 310.15 ZINC <br />6 <br />2 <br />000.00424 <br />HILTI STRUT 9ADDL9 NUT 2/6.16 <br />2 <br />4 <br />fN10.004WO <br />L,IX:KWAHHf1H 3I8• <br />Y <br />0 <br />000,04430 <br />PLAT WA6HIR M10 ZINC <br />2 <br />6 <br />000,04675 <br />FLAT WAfH6R M12 <br />2 <br />t <br />1 Ali, 9OUAR6 X 1r4' FLAT KATG <br />WANHPR <br />2 <br />QUANTITY OF ROOMS: 0 <br />VA ZEPHYRHILLS <br />CLINIC <br />GAPE WORKING LOAD BELOW LIFT: 1000L41(4J5K�r] <br />4 <br />DATE CREATED (DD-MMM-YYYY) : 00-JUL•2020 <br />DRAWN DY <br />un001629 <br />ODALF <br />NIA <br />RGF4KkNuh il- <br />OC•07092010 <br />VMih <br />III <br />U0 <br />/tamps <br />URBANORDER.tamps, Inc. <br />5006 south olhoron street 33611 <br />813.832.5667 <br />sA200sa60 <br />JURBANoRDER.tampa, Inc4 <br />Time pan are mpOgthuw end ere wgea to <br />cap dol ROW- n an'andale&W work' under <br />aectim 102 of Se ocpro as 1T u.e.a ae <br />wended Dmntbet 1f190 and known n arcNtectural <br />efts cWytot pmWdw act of 1990. The <br />proeabn WON but Ill nt limped to the overall <br />form as web as enigatnnt end conpoom of <br />,Weae and Nemenle of the deegn, unde wch <br />pmtwUm, unu0edted un of Den pen, work a <br />haw mWeeenUd, nn Wpelly rewlt in Se eaeatlan <br />of c9retruddpo w bubdlnpe bakq. WO "a <br />maeery o omeatim to URSMOVERAarnpe Inc., <br />Fbida rephtrabon AA2M460. <br />ISSUE DATE <br />05/15/2019 <br />REVISIONS <br />L <br />CV <br />CM <br />CM <br />U� <br />CU <br />e- <br />Z <br />MCI <br />- <br />-0 <br />u' <br />U <br />C <br />^ <br />W <br />e war <br />L <br />N <br />JOE TOPH. <br />FL.,REG. AR10095 <br />DATE: 11/19/2020 <br />DRNN: <br />CHKD: <br />SCALE: <br />SHEET NUMBER <br />R10 <br />