Hollowcore Precast slab 150mm
Mastic sealant
cement particle board
Vapour barrier Continued Uptight to curtain
walling for achieving of thermal Continuity
Welded steel angle bracket
steel angle welded to underside of structural
beam, carrying Hollowcore slab with a minimum bearing
2.5mm Mermolium floor finish
Structural Steel Universal I Beam
Strucutral reinforced screed
Atrium structure (RHS) to support curtain walling frame to engineers
specification
Bracket between curtain walling and RHS
Steel profile bolted to mullion profile, base plate and strucuture on shims
and isolatore
Extruded aluminium curtain walling box with flush non interputed finish externally ,
joints to be weathered using a silicon sealent. Water tightnes of 600Pa (class 7)
or better and wind load resistance of 2200 Pa or better than required
DPC and prefabricated powdered coated aluminium pressing with weep holes
sealents to manufactures specification
Profile with high density
Insulation
25mm Oak treated window frame
Soil Medium - allowng of grass and
other plants
Drain cavity
Rigid PIR Ins
Thermal Conductivity: 0.020w/M2k
Structural steel deck
Bracket between Curtain walling frame & RHS
Silicone filled flush finishcurtain walling joint
Bracket between Curtain walling frame & RHS
Atrium structure RHS to supportcurtain wall frame to engineers specifiction
25mm double glazed unit consisting of 8mmK glass internally,12mm argon filled
& 6mm optiwhite glass externally with warm edge space bar. Glass held in
place using toggles which are placed into position/channels.
Extruded aluminium curtain walling box with flush non interputed finish externally ,
joints to be weathered using a silicon sealent. Water tightnes of 600Pa (class 7)
or better and wind load resistance of 2200 Pa or better than required
2350
2
A118
Sim
3
A118
Sim
3
A118
Sim
5
A118
Sim
www.autodesk.com/revit
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2015-2016
As indicated
26/04/201609:34:51
Atrium Details
Project Number 3
Carlow Primary Health Care Centre
22/04/2016
Xhevdet Haliti
Dan O'Sullivan, Noel Dunne,
Mark Duffy
A118
1 : 5
Atrium Upstand
1
1 : 5
Atrium Low Corner
21 : 5
Atrium Top Corner
3
1 : 20
Wall Section @ Atrium
4
1 : 5
Atrium Zinc Roof Section
5
1 : 1
Atrium
6
1 : 5
Key Plan @ Atrium
7
Atrium 3D
NTS
8
62.95M

Atrium Details

  • 1.
    Hollowcore Precast slab150mm Mastic sealant cement particle board Vapour barrier Continued Uptight to curtain walling for achieving of thermal Continuity Welded steel angle bracket steel angle welded to underside of structural beam, carrying Hollowcore slab with a minimum bearing 2.5mm Mermolium floor finish Structural Steel Universal I Beam Strucutral reinforced screed Atrium structure (RHS) to support curtain walling frame to engineers specification Bracket between curtain walling and RHS Steel profile bolted to mullion profile, base plate and strucuture on shims and isolatore Extruded aluminium curtain walling box with flush non interputed finish externally , joints to be weathered using a silicon sealent. Water tightnes of 600Pa (class 7) or better and wind load resistance of 2200 Pa or better than required DPC and prefabricated powdered coated aluminium pressing with weep holes sealents to manufactures specification Profile with high density Insulation 25mm Oak treated window frame Soil Medium - allowng of grass and other plants Drain cavity Rigid PIR Ins Thermal Conductivity: 0.020w/M2k Structural steel deck Bracket between Curtain walling frame & RHS Silicone filled flush finishcurtain walling joint Bracket between Curtain walling frame & RHS Atrium structure RHS to supportcurtain wall frame to engineers specifiction 25mm double glazed unit consisting of 8mmK glass internally,12mm argon filled & 6mm optiwhite glass externally with warm edge space bar. Glass held in place using toggles which are placed into position/channels. Extruded aluminium curtain walling box with flush non interputed finish externally , joints to be weathered using a silicon sealent. Water tightnes of 600Pa (class 7) or better and wind load resistance of 2200 Pa or better than required 2350 2 A118 Sim 3 A118 Sim 3 A118 Sim 5 A118 Sim www.autodesk.com/revit Scale LECTURER Drawn by Date Project number Institute of Technology Carlow BSc. in Architectural Technology Year 3 2015-2016 As indicated 26/04/201609:34:51 Atrium Details Project Number 3 Carlow Primary Health Care Centre 22/04/2016 Xhevdet Haliti Dan O'Sullivan, Noel Dunne, Mark Duffy A118 1 : 5 Atrium Upstand 1 1 : 5 Atrium Low Corner 21 : 5 Atrium Top Corner 3 1 : 20 Wall Section @ Atrium 4 1 : 5 Atrium Zinc Roof Section 5 1 : 1 Atrium 6 1 : 5 Key Plan @ Atrium 7 Atrium 3D NTS 8 62.95M