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SATURN BALUSTRADE DETAILSstainless steel base plt welded to stainless tube baluster through central...

Date post: 26-Jul-2020
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TYPICAL MATERIALS STAINLESS STEEL %$/867(56 &+6 723 5$,/ &+6 CORE RAIL & TIMBER OPTIONAL %$6( 3/$7( 3/7 %2/76 0 GLASS = 10mm CLEAR TOUGHENED SATIN FINISH TO STAINLESS STEEL. ALL BALUSTRADES MANUFACTURED BY A.M.I. COMPLY TO CURRENT BUILDING REGULATIONS OR AS INSTRUCTED BY THE CLIENTS ARCHITECT. A.M.I. STAIRS & BALUSTRADES WILL TYPICALLY COMPLY WITH APPROVED DOCUMENT "K" OR "M" FROM THE BUILDING REGULATIONS AND B.S. 6180:2011. BALUSTRADES WILL ADHERE TO D.D.A. RULES WHEN SPECIFIED. IF NO APPLICATION OR LOAD IS SPECIFIED THEN AN APPROPRIATE LOAD CASE WILL BE SELECTED FROM B.S.6399-1:1996 TABLE 4. STRUCTURAL CALCULATIONS CAN BE SUPPLIED ON REQUEST. TYPICALLY HEIGHTS OF BALUSTRADE RANGE FROM 900 TO 1000 ON THE STAIR FLIGHTS MEASURED VERTICALLY FROM THE TREAD NOSING TO THE TOP OF THE HAND RAIL. LANDING BALUSTRADE HEIGHTS TYPICALLY RANGE FROM 1000 TO 1100 FROM FINISHED FLOOR LEVEL TO TOP OF HAND RAIL. A.M.I. RECOMMEND THE LANDINGS BALUSTRADE HEIGHTS TO BE AT THE MAXIMUM OF 1100 AS GOOD PRACTICE. DIAMETER OF HAND RAIL DEPENDS ON WHETHER THE STAIR IS REQUIRED FOR DISABLED USE & LOADS APPLIED. BALUSTRADE HEIGHTS ON LOW PARAPET WALLS WILL BE TAKEN AS 1100 FROM TOP OF WALL NOT FINISHED FLOOR LEVEL UNLESS INSTRUCTED OTHERWISE. BTM POST GENERALLY BOLTED TO STRINGER OR TOP OF TREAD TO AVOID COMPROMISING UNDER FLOOR HEATING. A SECOND OPTION IF SPECIFIED WOULD BE TO OMIT THE DETAIL SHOWN LEFT & BOLT A POST TO THE FINISHED FLOOR UP TO THE HAND RAIL & SUPPORT THE GLASS INFILL PANEL. CIRCULAR STAINLESS STEEL BASE PLT WELDED TO STAINLESS TUBE BALUSTER THROUGH CENTRAL SLOT IN PLT FROM REAR. THIS METHOD AVOIDS UNSIGHTLY WELDS IN SIGHT LINE. TWO PART CAST GLASS CLAMP SYSTEM BY "GLASS CLAMPS (UK)Ltd." WELDED TO STAINLESS TUBE BALUSTERS. 62/,' 67$,1/(66 67((/ %$5 63,*27 WELDED TO UNDERSIDE OF STAINLESS TUBE HAND RAIL. BTM OF SPIGOT WELDED TO UNDER SIDE OF CAP PLT PRIOR TO ASSY WELDED & BLENDED INTO BALUSTER. THIS METHOD AVOIDS UNSIGHTLY WELDS TO LINE OF VIEW. STAINLESS STEEL TUBE TOP RAIL WELDED TO SPIGOT TO FORM PANEL UNIT. GENERAL SIZE OF TUBE WOULD BE &+6 :+,&+ COMPLIES WITH MOST BUILDING REGULATIONS. GLASS INFILL PANELS USED ARE GENERALLY 10mm THICK TOUGHENED GLASS. SATURN BALUSTRADE DETAILS
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Page 1: SATURN BALUSTRADE DETAILSstainless steel base plt welded to stainless tube baluster through central slot in plt from rear. this method avoids unsightly welds in sight line. two part

TYPICAL MATERIALSSTAINLESS STEELBALUSTERS = 48.3Ø*3.2 C.H.S.TOP RAIL = 48.3Ø*3.2 C.H.S.CORE RAIL & TIMBER OPTIONALBASE PLATE = 140Ø*8 PLTBOLTS = 2-M12Ø 8.8GLASS = 10mm CLEARTOUGHENEDSATIN FINISH TO STAINLESS STEEL.

ALL BALUSTRADES MANUFACTURED BY A.M.I. COMPLY TO CURRENT BUILDINGREGULATIONS OR AS INSTRUCTED BY THE CLIENTS ARCHITECT.A.M.I. STAIRS & BALUSTRADES WILL TYPICALLY COMPLY WITH APPROVEDDOCUMENT "K" OR "M" FROM THE BUILDING REGULATIONS AND B.S. 6180:2011.BALUSTRADES WILL ADHERE TO D.D.A. RULES WHEN SPECIFIED.

IF NO APPLICATION OR LOAD IS SPECIFIED THEN AN APPROPRIATE LOAD CASE WILLBE SELECTED FROM B.S.6399-1:1996 TABLE 4. STRUCTURAL CALCULATIONS CAN BESUPPLIED ON REQUEST.

TYPICALLY HEIGHTS OF BALUSTRADE RANGE FROM 900 TO 1000 ON THE STAIRFLIGHTS MEASURED VERTICALLY FROM THE TREAD NOSING TO THE TOP OF THEHAND RAIL. LANDING BALUSTRADE HEIGHTS TYPICALLY RANGE FROM 1000 TO 1100FROM FINISHED FLOOR LEVEL TO TOP OF HAND RAIL. A.M.I. RECOMMEND THELANDINGS BALUSTRADE HEIGHTS TO BE AT THE MAXIMUM OF 1100 AS GOODPRACTICE. DIAMETER OF HAND RAIL DEPENDS ON WHETHER THE STAIR IS REQUIREDFOR DISABLED USE & LOADS APPLIED.

BALUSTRADE HEIGHTS ON LOW PARAPET WALLS WILL BE TAKEN AS 1100 FROM TOPOF WALL NOT FINISHED FLOOR LEVEL UNLESS INSTRUCTED OTHERWISE.

BTM POST GENERALLY BOLTED TO STRINGEROR TOP OF TREAD TO AVOID COMPROMISINGUNDER FLOOR HEATING. A SECOND OPTIONIF SPECIFIED WOULD BE TO OMIT THE DETAILSHOWN LEFT & BOLT A POST TO THEFINISHED FLOOR UP TO THE HAND RAIL &SUPPORT THE GLASS INFILL PANEL.

CIRCULARSTAINLESS STEELBASE PLT WELDEDTO STAINLESSTUBE BALUSTERTHROUGHCENTRAL SLOT INPLT FROM REAR.THIS METHODAVOIDSUNSIGHTLY WELDSIN SIGHT LINE.

TWO PART CAST GLASSCLAMP SYSTEM BY"GLASS CLAMPS (UK)Ltd."WELDED TO STAINLESSTUBE BALUSTERS.

16Ø SOLID STAINLESS STEEL BAR SPIGOTWELDED TO UNDERSIDE OF STAINLESSTUBE HAND RAIL. BTM OF SPIGOTWELDED TO UNDER SIDE OF CAP PLTPRIOR TO ASSY WELDED & BLENDEDINTO BALUSTER. THIS METHOD AVOIDSUNSIGHTLY WELDS TO LINE OF VIEW.

STAINLESS STEEL TUBE TOPRAIL WELDED TO SPIGOT TOFORM PANEL UNIT. GENERALSIZE OF TUBE WOULD BE42.4Ø*2.6 C.H.S. WHICHCOMPLIES WITH MOSTBUILDING REGULATIONS.

GLASS INFILL PANELS USEDARE GENERALLY 10mmTHICK TOUGHENED GLASS.

SATURNBALUSTRADE DETAILS

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