This document provides details for the structural glazing system on a primary health care center building, including: 1) A concrete kicker/foundation reinforced to engineer's specifications supports a hollowcore floor and proprietary insulation. 2) A reinforced screed with polypropylene fibers is installed over the insulation. 3) Aluminum spider clamps hold structural glazing panels in place that are connected to the foundation kicker via expansion bolts for stability.

1. Concrete Kicker
Supporting Foundation
Reinforced to Engineers Spec
DPM/Radon barrier
Hollowcore Floor 200mm
Used on Ground fl Level with the
build up of the floor supported by the
concrete kicker/upstanding
DPM Secured tightly to floor and
up around the proprietary Ins
Reinforced Structural screed
mixed with polypropylene fibres
Proprietary Ins 50mm
Limiting thermal bridging @
Floor Junction Internally & Externally-
nally
200mm CHS hot rolled
secondary structure to support
Structural glazing
75mm reinforced structural
screed to engineers specification
Suspended ceiling Held on
by C channels
12.5mm Gyproc Plasterboard,
Plasterboard to comply with hygienic
standards for health care center
Aluminum spider clamps holding
structural glazing in place
Aluminum Plate joining CHS column
to structural glazing plate
Structural glazing glass
2400x2400mm panel sizes
Expansion bolt tying structural
glazing in place with foundation
kicker (Concrete), giving glazing
stability
Flashing around glazing
stopping excess water
getting inside
Concrete Paver - Sloped 1:50 away from basement
ventilation boxed to a designated drain
30mm Sand blinding - allowing paving to rest on
Rigid floor insulation
Proprietary Drainage channel
Compacted aggregate base
compacted Subgrade
375200
200
50 300
200
75150
5
Structural Glazing 3D
NTS
Steel plate connecting CHS
base to ground and giving it
stability
Trench heaing
preventing condensation
on structural glazing
Suspended ceiling 600x600mm
Corrosive resistant, ceiling type to be
applicable with health care buildings
anti bacterial growth/build up
Steel plate fixed to purling above
Steel Universal I beam
carrying loads transferred
from roof to ground
Structural steel deck
Hot rolled steel Z profile
& rockwool filled insulation &
supporting PIR Ins above
Vapor barrier
PIR Rigid Ins Rigid Polyurethane Ins
Thermal Con: 0.025Wm2K
Limiting thermal bridging at roof
40mm Halter to suit
zinc profile
C channel profile , supporting
Zinc roof and Ins gutter
Forticrete rainscreen cladding
Panel
Air flow ventilation
through out the building
Spider clamp fitting
Silicone sealant with backer rod
cold rolled
outrigger bolted to Universal I Beam
taking loadsfrom roof
cold rolled outrigger supporting
Overhanging
VM Zinc finish
Gutter sloped away
and brought to a drain
illustrated
Vapour Barrier
VM Zinc sheet clipVM Zinc continues eaves
apronstip & continues folded strip
Light guage steel profiles
filled with rock wool Ins
18mm Marine plywood forming
Tyvek weather barrier
Zinc pressing
Z profiles
supported by
C channels
Scale
LECTURER
Drawn by
Date
Project number
Institute of Technology Carlow
BSc. in Architectural Technology
Year 3 2015-2016
BSc in Architectural Technology
Year 3: 2015 - 2016
1 : 5
26/04/201620:07:00
Structural Glazing details
Project Number 3
Carlow Primary Health Care Centre
22/04/2016
Xhevdet Haliti
Dan O Sullivan, Noel Dunne,
Mark Duffy
A124
1 : 5
Structural Glazing @ Ground floor & Intermidiate floor
1
1 : 5
Structural Glazing @ Eaves/Roof
2
1 : 5
Key Plan section - Structural Glazing
3
200mm CHS hot rolled
secondary structure to support
Structural glazing
perimeter plasterboard corner detail
allowing minimal movement
3D Structural Glazing
4 1:50