The document describes a structural glass baluster and handrail system installed on staircases between the second and third floors. Key details include stainless steel spines fixed to an in-situ concrete floor and ring beam with pin connections. Structural glass balusters are 1100mm high in accordance with regulations. A slip resistant diamond plate texture is applied to the glass surfaces with laminated bonding layers.

1. R.H.S. FIXED BACK IN TO
INSITU CONCRETE IN
FLOOR WITH RING BEAM
CANTILVERED AROUND
WITH PIN CONNECTION
ON STAINLESS STEEL
SPINE STRUCTRAL GLASS
BANASTER 1100MM IN
17.400m F.F.L ACCORDANCE WITH PART
THIRD FLOOR K PAR 1.1.20
4200
S.S. HANDRAIL 900MM
1200 HIGH AND BOTH SIDES IN
ACCORDANCE WITH PART
K PAR. 1.1.17.
DIAMOND PLATE LOOK ON
GLASS WITH LAMINATED
BONDING LAYERS SLIP RESISTANT COATING ON DIAMOND PLATE TEXTURE ON
S.F. TO T.F.
BETWEEN GLASS ON TOP GLASS WITH 3 LAMINATED BONDING LAYERS BETWEEN
STAIRS GOING 300MM
OF VINYL SETTING BLOCK GLASS ON TOP OF VINYL SETTING BLOCK ON STAINLESS
STAIRS RISE 159.09MM
IN ACCORDANCE WITH 300 STEEL, BOLT FIXED TO STAINLESS STEEL ANGLE WELDED TO
STRUCTRAL GLASS PART K TABLE 1 R.H.S MILD STEEL TO SIZE OF STRUCTURAL ENGINEERS
BANASTER 1100MM IN SPEC. FITTED BACK TO CONCRETE FLOOR.
ACCORDANCE WITH PART
13.900m F.F.L K PAR 1.1.20 13.900m F.F.L
SECOND FLOOR SECOND FLOOR
159,09
R.H.S. SIZED BY STRUCTURAL ENGINEERS SPEC. FIXED BACK
IN TO IN-SITU CONCRETE IN FLOOR WITH RING BEAM
680
CANTILEVERED AROUND WITH PIN CONNECTION ON
STAINLESS STEEL SPINE WITH SIMI CIRCLE STAINLESS STEEL
BOLTED ON TOP WITH STAINLESS STEEL WING WELDED TO
7500 SIMI CIRCLE, WELDED TO S.S. ANGLE FIXED TO STEP WITH
S.S. SPINE WITH WELDED S.S. FIXING WITH VINYL SETTING BLOCK BETWEEN
S.S. SPINE WITH WELDED
PLATE ON END FIXED IN S.S. HANDRAIL 900MM LAMINATED GLASS AND STRUCTURAL STEEL.
1200 PLATE ON END FIXED IN
TO CONCRETE FLOOR OF HIGH AND BOTH SIDES IN
BUILDING TO CONCRETE FLOOR OF
ACCORDANCE WITH PART
BUILDING PLASTER BOARD FIXED TO SIDE OF R.H.S. ON S.H.S SHOP
K PAR. 1.1.17.
WELDED TO SIDE. PLASTER BOARD STOPPED AT TOP OF
GLASS STEP WITH COMPRESSIBLE SEAL
DT.13
159,09
300
SH.23
10.400m F.F.L
FIRST FLOOR
7500 4700
F.F. TO S.F. GYPROC MF SUSPENDED
STAIRS GOING 300MM CEILING FITTED TO
G.F. TO F.F.
STAIRS RISE 159.09MM MANUFACTER
STAIRS GOING 300MM
IN ACCORDANCE WITH INSTRUTIONS
STAIRS RISE 159.61MM
PART K TABLE 1 IN ACCORDANCE WITH
R.H.S. FIXED BACK IN TO
PART K TABLE 1
4149,86
IN-SITU CONCRETE IN
FLOOR WITH RING BEAM DIAMOND PLATE LOOK ON
GLASS WITH LAMINATED S.S. HANDRAIL 900MM
CANTILEVERED AROUND
BONDING LAYERS HIGH AND BOTH SIDES IN
WITH BLOTED
BETWEEN GLASS ON TOP ACCORDANCE WITH PART
CONNECTION TO
STAINLESS STEEL SPINE OF VINYL SETTING BLOCK
300
K PAR. 1.1.17.
DT.12
2074,93
GYPROC MF SUSPENDED CEILING FITTED TO MANUFACTURE
159,61
STRUCTRAL GLASS
BANASTER 1100MM IN
SH.23 INSTRUTIONS TO BE SAME HEIGHT AS CONCRETE CEILING
ADJSENT, FIXED ON TO BOX STEEL BETWEEN R.H.S ALSO
ACCORDANCE WITH PART FIXED TO SUSPENDED CEILING
7800 K PAR 1.1.20
S.S. SPINE BOLTED TO 6.250m F.F.L
SLAB OF FLOOR GROUND FLOOR
DT.13 LANDING @ FEATURE STAIRS
SH.23 SCALE: 1:5
SECTION F-F
SCALE: 1:50
S.S. CONNECTION WITH DEFORMABLE WASHERS ON BOTH
SIDES OF STRUCTURAL GLASS WITH BOLT SCREWED SLIP RESISTANT COATING ON DIAMOND PLATE TEXTURE ON
THOUGH GLASS WITH VINYL SETTING SURROUND IN TO GLASS WITH 3 LAMINATED BONDING LAYERS BETWEEN
S.S. CONNECTION ON TO HAND RAIL GLASS ON TOP OF VINYL SETTING BLOCK ON STAINLESS
STEEL, BOLT FIXED TO STAINLESS STEEL ANGLE WELDED TO
S.S. WING WELDED TO SIMI CIRCLE BOLTED ON TO S.S. SPINE
S.S. HAND RAIL FIXED DOWN TO SLAB GOING THROUGH
"AZUL BAHIA" GRANITE POLISHED TILE ON 75MM SCREED
WITH 125MM SCREED ON CONCRETE SLAB
SLIP RESISTANT COATING ON DIAMOND PLATE TEXTURE
ON GLASS WITH 3 LAMINATED BONDING LAYERS BETWEEN S.S. PLATE WELDED ON S.S. SPINE TO TAKE THE FIRST STEP
GLASS ON TOP OF VINYL SETTING BLOCK ON STAINLESS
Drawing Purpose:
STEEL BOLT FIXED TO STAINLESS STEEL ANGLE WELDED
TO S.S. WING WELDED TO SIMI CIRCLE BOLTED ON TO S.S.
SPINE
Project: CORK MIXED-USE PROJECT
S.S. CONNECTION WITH DEFORMABLE WASHERS ON BOTH S.S. SPINE WITH BASE PLATE WELDED TO BOTTOM WITH ACCOMADATION STAIRS SECTION
SIDES OF STRUCTURAL GLASS WITH BOLT THOUGH GLASS CONCRETE WALL BOLTS ON NON-SHRINK GROT ON IN-SITU
Client: G.M.I.T ARCHITECTURAL TECHNOLOGY
WITH VINYL SETTING SURROUND THOUGH S.S. ANGLE AND CONCRETE SLAB
CLAMPED IN PLACE WITH INTERLOCKING PORTION ON S.S.
WITH VINYL SETTING BETWEEN GLASS AND STEEL AND
FIXED IN THE INSERT IN LAMINATED GLASS Subject:
DESIGN DETAIL STUDIES
Gerard Nicholson
S.S. SPINE WITH SIMI CIRCLE STAINLESS STEEL BOLTED
ON TOP WITH STAINLESS STEEL WING WELDED TO SIMI
CIRCLE, WELDED TO S.S. ANGLE FIXED TO STEP WITH S.S.
FIXING WITH VINYL SETTING BLOCK BETWEEN LAMINATED
GLASS AND STRUCTAL STEEL. Scale: Date: Drawn by: GERARD N.
DT.12 BASE PLATE @ FEATURE STAIRS 1:50/1:5 29/04/10 Checked by:
DT.14 BANISTER @ FEATURE STAIRS SH.23 SCALE: 1:5 File Ref. Project No. Drawing No. Rev.
23 OF 32 B
SH.22 SCALE: 1:5 Paper size: CTB file: LTScale:
ONOM File Path: