atrium details

1
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 26/04/2016 09:34:51 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 2 1 : 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

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Hollowcore Precast slab 150mm

Mastic sealant

cement particle board

Vapour barrier Continued Uptight to curtainwalling for achieving of thermal Continuity

Welded steel angle bracket

steel angle welded to underside of structuralbeam, 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 engineersspecification

Bracket between curtain walling and RHS

Steel profile bolted to mullion profile, base plate and strucuture on shimsand 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 holessealents to manufactures specificationProfile with high densityInsulation

25mm Oak treated window frame

Soil Medium - allowng of grass andother plants

Drain cavity

Rigid PIR InsThermal 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 inplace 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

2A118

Sim

3A118

Sim

3A118

Sim

5A118

Sim

www.autodesk.com/revit

Scale

LECTURER

Drawn by

Date

Project number

Institute of Technology CarlowBSc. in Architectural Technology

Year 3 2015-2016

As indicated

26/0

4/20

16 0

9:34

: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 : 5Atrium Upstand1

1 : 5Atrium Low Corner2 1 : 5

Atrium Top Corner3

1 : 20Wall Section @ Atrium4

1 : 5Atrium Zinc Roof Section5

1 : 1Atrium6

1 : 5Key Plan @ Atrium7

Atrium 3DNTS8

62.95M