Architectural Technology and Construction Management
Building Component Journal
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
Enclosure 1
Building component Card
-200
FOUNDATION SYSTEMS
-A 20001.01 Strip foundation
Building part /
subject /
location :
External
foundation
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- Sustainable during age and
time.
- Sustainable for heat and
cold
- Stable when affected by
moisture, humidity.
- Solid for pressure.
- Impact strengthened
- Load transferring
- Thermal insulating
Building product :
(type, dimensions/thickness etc.)
Execution / build up of the construction :
Cast in the building site.
Cast on the build site.
They are 775 mm according to static
calculations. 0.9 meter deep (frost free
depth) to avoid problems of ground
movement caused by seasonable change
in moisture content. Total foundation
height is 1.2 meters : 09.m + 0.3m(which
is where the wall actually starts.)
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-205
-A20503.01
Building part /
subject /
location :
WALLSYSTEM
Prefabricated external wall
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- By being sustainable, during age
and time
Building product :
(type, dimensions/thickness etc.)
Execution / build up of the construction :
External wall is made of prefabricated
sandwich elements which are:
Walls are manufactured in factory and
then transported to construction site.
They are mounted on top of the
foundation.
- By being sustainable for heat/cold - Inner leaf - made of reinforced concrete
- By being stabile when affected by – 150mm
- Insulation layer – 200mm
moist – humidity
- Outer leaf made of reinforced concrete –
- By being solid for pressure
100mm
- By being impact strengthened
Prefabricated
external wall
- By being load transferring
- By being thermal insulating - Uvalue max 0.25, BR10 (Chaper 7.
Page 134)
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
Specification:
From “Spaencom” home page: http://www.spaencom.dk/almindelig-sandwichfacader.aspx
Thicnesess:
Facade elements performed in the following standard dimensions: 300, 330, 360, 390, 420, 450 and 480 mm, depending
on the front panel, insulation and the rear, but can be adapted to the individual project.
Heights and widths:
Property Facades:
Residential Facade elements supplied with head geometry along the following lines: Max.element width of 7.0 meters for
element height between 3.0 and 3.5 meters (including protruding reinforcement). Max. element width approx. 8.4 meters
for frame height less than 3.0 meters. Industry Facades: Industry facades can be supplied with head geometry according
to the following guidelines: Max. element height 12.0 meters for element width of less than 3.0 meters. Max. element
height of 7.0 meters for panel width between 3.0 and 3.8 meters. Max. element height of 3.6 meters for element width of
3.6 meters.
Front panel:
The front panel is the outer envelope. Standard thicknesses are 70 mm, but depends on the element height and any
profiling. The front panel must ensure freedom of movement for the actual temperature and shrinkage movements and
may therefore not supported. If in doubt, contact Spæncom.
Backboard:
The inner bearing part. Thickness is variable and depends among other things on the load situation.
Insulation:
To isolate used either concrete element batts or polystyrene. Standardtykkelserne are 50, 75, 100, 125, 150 and 200
mm. Insulation performed with mineral wool - concrete element batts lambda value of 0.037, while polystyrene has a
lambda value of 0.038 - and supplied by the manufacturer connected VIF (Danish association of manufacturers of heat
insulation materials ). Insulation products are constantly controlled by the "Thermal insulation control" established by the
Ministry of Housing and VIF.
Reinforcement:
Facades reinforced with lax ribbed or profiled reinforcement according to DS / EN 10080th
Fortandingsbøjler performed in smooth wire fyk <400 MPa according to DS / EN 10025 or wire loops. Combining the front
and rear panel - anchors, ties and bagpladekip - made from stainless steel 18/8 in quality Werkstoff no. 1.4301
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Architectural Technology and Construction Management
-A20502.02
Ground floor
wall – ext. wall
Windows in ext. walls
Connection details:
- By being sustainable, during age
and time
-By being fixable in the construction
-By working well with the other
components materials
- By giving firetechnical safety
(DS418)
-A20502.03
Ground floor
wall – ext. wall
Doors in ext. walls
- By being sustainable, during age
and time
-By being fixable in the construction
-By working well with the other
components materials
- By giving firetechnical safety
- By keeping apperence as
designed
(DS418)
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Architectural Technology and Construction Management
-205
-E20503.01
Building part /
subject /
location :
Ground floor
WALLSYSTEM
Internal wall on ground floor
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- By being load transferring (load
carrying internal wall)
- By being solid for pressure
- By being stabile when affected by
moist – humidity
- By being sustainable, during age
and time
- By dividing, visual
- By dividing, physical
Building product :
Execution / build up of the construction :
(type, dimensions/thickness etc.)
- Load bearing internal wall made of
concrete 150mm
- Non- load bearing internal wall made of
gypsium and steel rails 100mm, with
different finishings depending on a room
- Non load bearing concrete walls made of
100mm concrete
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Architectural Technology and Construction Management
-E20502.03
Ground floor
Doors in internal walls
- By being sustainable, during age
Doors are fixed to walls through door
frame and joints between wall and the
frame.
and time
-By being fixable in the construction
-By working well with the other
components materials
- By giving firetechnical safety
-205
WALLSYSTEM
-E20501.01
Building part /
subject /
location :
Internal walls on 1st floor
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- By being sustainable, during age
and time
- By being stabile when affected by
moist – humidity
- By dividing, visual
- By dividing, physical
1st Floor wall –
Internal wall
-E20502.03
1st Floor wall
Internal wall
Building product :
(type, dimensions/thickness etc.)
Execution / buildup of the construction :
- Non loadcarrying –made of gypsium
boards with steel studs 100mm (double
gypsium layers on both sides – fire
technical safety)
Walls are fixed to the storey partition and
the ceiling through metal channels and
screws.
Doors in 1st floor int. walls
- By dividing, physical and visual
- By being sustainable, during age
and time
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
Doors are connected to internal walls
through door frame and a joint.
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Architectural Technology and Construction Management
-By being fixable in the construction
E20502.04
Surface
-By giving good appearance
-By being sustainable, during age
and time
-By protecting construction from
damage from internal impact
- By being stabile when affected by
moist – humidity
Surface in WC and locker rooms:
Tiles (white) 5mm
Grouting 5mm
Suface in other rooms:
Painted plaster
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-210
-A21001.03
Building part /
subject /
location :
Ground floor
slab
SLAB SYSTEM
Ground supported floor
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- By being sustainable, during age
Building product :
(type, dimensions/thickness etc.)
Execution / build up of the construction :
- Capillary breaking layer combined with
rigid insulation 350mm
and time
- DPM plastic foil 1,6mm
- By being sustainable for heat/cold - Reinforced concrete layer 100mm;
- By being solid for pressure
With heating pipes in the locker rooms
area
- By being impact strengthened
- By being load transferring
- By keeping appearance as
designed
Specification:
Concrete layer
- is in a passive exposure class with minimum strength of 20 MPa
- reinforcement dim. 6/175mm
- field size is maximum 9x9m
Damp proof membrane:
- 1,5mm plastic foil
Insulation/ cap. break. layer:
- 350mm determined by u-values calculations
- G-80 class in order to sustain the loads from top
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
Data according to Styrolit guidelines
All the specification are in the function analysis folder in project journal.
-A21001.02
Ground floor/1st
floor storey
partition
Groundfloor ceiling
-By providing space for
PVC 9mm
installations (suspended ceiling)
-By giving good appearance
-A21003.03
Ground floor
rooms
Finishing of floor in wc and
locker rooms
- By being sustainable, during age
Floors in wc and locker rooms on
groundfloor are made of:
and time
-Screed 20mm
- By being sustainable for heat/cold -Grouting 5mm
- By being solid for pressure
-Tiles 5mm
Total thickness 30mm
- By being impact strengthened
.
- By being load transferring
-A21003.03
Ground floor
rooms
Finishing of floors in rest of
rooms excl. gym
- By being sustainable, during age
Floors in rest of the rooms on groundfloor
excl. gym are made of:
and time
-Cork plates 30mm
- By being sustainable for heat/cold -Linoleum 2.5mm
- By being solid for pressure
Total thickness 32.5mm
- By being impact strengthened
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
- By being load transferring
-A21003.03
Gym area
Finishing of floor in the gym area
- By being sustainable, during age
and time
20 mm + 44 mm flooring
- By being sustainable for heat/cold
- By being solid for pressure
- By being impact strengthened
- By being load transferring
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
Area elastic floor
Recycled subfloor panels
A unique design which especially
enhances air flow throughout the subfloor
while still providing tight segmented
support of the flooring surface.
Accelerated impact test through
independent Structural Testing and
Engineering Measures (STEM) shows
excellent resistance to flexing fatigue.
Controls "Area Deflection" for optimum
shock apsorption for all participants
regardless of where or when they impact
the floor.
Producer ensures that meets and exceeds
all of the requirements of the most
stringent sports floor standard.
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Architectural Technology and Construction Management
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Architectural Technology and Construction Management
-210
-D21001.01
Building part /
subject /
location :
Ground floor
slab
SLAB SYSTEM
Ground f./1st floor storey p.
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- By being sustainable, during age
Building product :
(type, dimensions/thickness etc.)
Execution / build up of the construction :
Concrete storey partition is made of
Decks are lifted by crane and assembled
prefabricated concrete hollow decks
to the load carrying walls on construction
and time
180mm thick according to EXPAN table of site.
- By being sustainable for heat/cold max. deck spans.
- By being solid for pressure
- By being impact strengthened
- By being load transferring
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-21001.01
Specification of the element Dimensions of the element:
concrete slab:
http://www.betonelement.dk/betonel
ementer/4-d%C3%A6k/4-1huld%C3%A6k-generelt/4-1-3-nyhuld%C3%A6k-samlinger-ogdetaljer/
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-21001.01
Connection details:
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Architectural Technology and Construction Management
-D21001.01
1st floor
Flooring on 1st floor meeting
room
- By being sustainable, during age
and time
- By being sustainable for heat/cold
- By being solid for pressure
- By being impact strengthened
- By being load transferring
1.Parquet 14mm
2.Joint to wall
3. Parquet glue 6mm
(Adhesive in appropriate quantity for the laying of
parquet according to the indications furnished by
the producer; it is absolutely prohibited to employ
water-based adhesive or those that can alter the
dimensional stability of the wooden elements)
4.Concrete slab
Total thickness 20mm
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-D21001.01
1 floor
st
Flooring on 1st floor WC
- By being sustainable, during age
Floor in WC on 1st floor consists of:
Tiles 5 mm
and time
Grouting 5mm
- By being sustainable for heat/cold Damp proof membrane
- By being solid for pressure
Screed 20 mm
- By being impact strengthened
- By being load transferring
-D21002.02
Flooring on 1st floor Corridor
and office
-By giving good appearance
-By being sustainable, during age
and time
Total thickness 30mm
-Cork plates 30mm
-Linoleum 2.5mm
Total thickness 32.5mm
-By being easy to clean
-By being fire resistant in escape
routes
-By protecting construction from
damage from internal impact
- By being stabile when affected by
moist – humidity
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-215
-21501.01
Building part /
subject /
location :
Roof
ROOF SYSTEM
Roof construction
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- Able to support any who works on
the roof
-Being sustainable over time
-Being solid for both vertical and
horizontal forces
-By being stable when affected my
moisture
- By being load transferring
- Has to be insulated to maintain
warmth inside
- Has to maintain fire resistance
Building product :
(type, dimensions/thickness etc.)
Execution / build up of the construction :
- TTS beams with span of 29 meters and
width 2.4meters, mounted on prefab.
Concrete external walls.
- Waffle plates in between beams (2.4m
span)
- Insulation layer 300mm (U - values
demands)
- Roof covering
- Damp proof membranes: one on top of
beams and waffles and other one
considered as roof covering.
- TTS beams are connected to walls
through reinforcement and concrete
casted on site.
- The waffle plates are lifted up by a crane
and then mounted between the TTS
beams by hand
- Damp proof membrane is placed on top
of load bearing elements and waffles.
- When all of the waffle plates are
mounted then the semi-rigid and rigid
insulation is laid out and fastened
- On top of the rigid insulation the
construction workers secure the asphalt
felt and burn it to the roof.
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-21501.01
Specification of roof element:
TT-S beam type TTS102/240
18L12,5
Dimensions of the element:
Exposure class:
Passive exposure class – beams
are placed in dry indoor
environment
Strength class:
fck > 45 MN/mm2
Control class:
Normal control
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-21501.01
Connection details:
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Architectural Technology and Construction Management
-21501.01
Specification of the element:
Waffle plate type VM1
2396x2380x94mm
Dimensions of the element:
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
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Architectural Technology and Construction Management
-21501.03
Specification of the element:
Insulation
Dimensions of the element:
Toprock roof system
-21501.03
Roof
Specification of the element:
Roof covering layer:
Dimensionsof the element:
Noxite Eco-Active Roofing, roll size
7.5 x1m
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Architectural Technology and Construction Management
-21501.04
-21501.05
Roof
-300
Roof drainage system – Syphonic roof system
Ceiling construction
-Able to support any installations
the structure will contain
-Being sustainable over time
-By being stable when affected my
moisture
Water system
-A300.06
Pipework
Building part /
subject /
location :
Functions- and material demands
for the building component part /
sketch of construction of the
component :
- long life durability
- easy to maintain
Starting from
- Ceiling for both storeys is described in
different chapters. In gym area there is no
ceiling (‘’naked’’ TTS beams nad waffle
plates)
Building product :
(type, dimensions/thickness etc.)
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
Execution / build up of the construction :
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Architectural Technology and Construction Management
the installation
shaft to the
needed
installation.
-305
B 305.05
- well protected
Sewer system
Pipework
Building part /
subject /
location :
Functions- and material demands
for the building component part /
sketch of construction of the
component :
Soil, around the Durable
house.
Easy to maintain
Resistible to the soil
-320
A320.08
Execution / build up of the construction :
It is placed in the soil at least 750 mm
deep with a slope of 10% and it is
connected to the public rain water system
Heating system
Pipework
Building part /
subject /
location :
Functions- and material demands
for the building component part /
sketch of construction of the
component :
Installation shaft Durable
and taken
Easy to maintain
through the floor Easy to install
to the radiators Well protected
-325
Building product :
(type, dimensions/thickness etc.)
Building product :
(type, dimensions/thickness etc.)
Execution / build up of the construction :
Taken from the installation shaft to the
needed radiator
Ventilation system
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Architectural Technology and Construction Management
Building part /
subject /
location :
Functions- and material demands
for the building component part /
sketch of construction of the
component :
Building product :
(type, dimensions/thickness etc.)
Group number 1 – Agita Linde, Baiba Borodinova, Krzysztof Krajewski, Nikodem Derengowski
Execution / build up of the construction :
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