ANNEX NO. 2. B.
TECHNICAL SPECIFICATIONS
CHAPTER B: CONSTRUCTION WORKS, INSTALLATIONS, FINISHES,
ASSEMBLY AND ENDOWMENT OF THE EQUIPMENTS AND
FURNISHING
B.I
B.I.1
B.I.1.a
B.I.1.b
4
4
4
4
B.I.1.c
B.I.1.d
B.I.2
B.I.2.a
B.I.2.b
B.I.2.c
B.I.2.d
B.I.2.e
B.I.2.f
B.I.2.g
B.I.2.h
B.I.2.i
B.I.2.j
B.I.2.k
B.I.2.l
B.I.2.m
B.I.2.n
B.I.3
B.I.3.a
B.I.3.b
STRUCTURAL WORKS
INFRASTRUCTURE WORKS
Layer of white gravel particles embedded in a colourless resin finish
Layer of white gravel particles embedded in a colourless resin finish applied on the
surface of the ecological pond - Grate for the drain - Cover for the water control station
Concrete blocks
Levelling screed from lightweight concrete for the ground floor
OVERSTRUCTURE WORKS
Laminated wooden beams
Fitting screed under the metal profiles for the wooden panels
Wooden strengthening between the laminated wood panels
Fastening of the laminated wooden beams
Wood log structure for the first floor house
Roof structure for the first floor house
Surrounding glass closing
Tempered glass covers - gutters - downpipes
Wooden platform covering the stair area
Photovoltaic panels
Access stairs to the garden
Access stairs to the kitchen
Execution of the terrace layers
Thatched roof
INSULATION WORKS
Waterproofing
Thermal insulations
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5
6
7
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8
9
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10
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11
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12
B.II
B.II.1
B.II.1.a
B.II.1.b
B.II.1.c
B.II.1.d
B.II.2
B.II.3
B.II.4
B.II.4.a
B.II.4.b
B.II.4.c
B.II.4.d
INSTALLATION WORKS, LIGHTWEIGHT PARTITIONS, FINISHES
INSTALLATION WORKS
Sanitary installations
Electrical installations
HVAC installations
Low voltage installations
ELEVATOR
MONTCHARGE – GARDEN AND RESTAURANT
LIGHTWEIGHT PARTITIONS
Ceilings/Lightweight partitions made from plasterboard (dry and high humidity rooms)
Suspended ceiling from PVC membrane
Rectangular pipe structure for the LED screens – ground floor
Rectangular pipe structure for the suspended LCD screens - restaurant
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12
17
21
24
25
26
26
26
28
29
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1
B.II.4.e
B.II.4.f
B.II.4.g
B.II.4.h
B.II.5
B.II.5.a
B.II.5.b
B.II.5.c
B.III.
B.III.1
B.III.1.a
B.III.1.b
B.III.2
B.III.3
B.III.4
B.III.5
B.III.6
B.III.7
B.III.8
B.III.9
B.III.9.a
B.III.9.b
B.III.9.c
B.III.9.d
B.III.9.e
Rectangular pipe confection for the LED screens – main and secondary entrances
Wooden beam and glass partitions
Tempered glass wall in the ground floor staff restroom
Tempered glass wall between the restaurant hall and the visitor restrooms on the first
floor
FINISHES
Joinery
Dormer window + wood doors
Aluminium frames – U profile
Frameless glass doors
Paintworks
Plasterboard wall finish in dry rooms – white paint
Paint corrections on the wooden surfaces
Floors
Plastic floors – PVC carpet
Wooden floors – teak wood
Wooden floors – oak or beech
Wooden floors – OSB board
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29
29
29
30
30
30
31
31
32
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34
35
35
36
COMPLETION WORKS, ARRANGEMENT AND ENDOWMENT OF THE
PAVILION
Wall claddings
White glass cladding in the restrooms
Tempered glass with spider structure for the protection of the wooden structure and the
thatched roof
Tempered glass rails
Aluminium plinths
Handrail for the access stairs to the garden
Gutter beside the terrace of the first floor house
Garden
Wooden stump alley in the garden
Arrangement of the ecological pond
37
ASSEMBLY / ENDOWMENT WORKS
ASSEMBLY / ENDOWMENT OF THE TERMINAL INSTALLATIONS
ASSEMBLY / ENDOWMENT OF THE LIGHT FIXTURES
Exterior ground floor lighting
Interior ground floor lighting
Exterior first floor lighting
Interior first floor lighting
Split floor lighting
ASSEMBLY OF THE SANITARY WARE AND RELATED ACCESSORIES
Ground floor sanitary ware
First floor sanitary ware
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41
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41
42
43
44
44
45
45
46
INSTALLATION OF THE FOOD AND REFRIGERATION EQUIPMENTS
TECHNICAL EQUIPMENTS , AUDIO-VIDEO, MULTIMEDIA
Exterior
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48
50
2
37
37
38
38
39
39
39
39
41
41
Interior ground floor
Exterior first floor
Interior first floor
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51
51
B.III.11
FURNITURE
Ground floor
First floor
Split floor
“ROMÂNIA” TEXTS
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52
52
52
53
C
C.1
C.2.
CHAPTER C: MAINTENANCE AND REPAIRS
Maintenance of the Pavilion. Maintenance personnel
Maintenance services for the landscape area
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53
53
D
D.1
CHAPTER D: DEMOLITION WORKS
Dismantle and packaging – the way it is presented in the Tender Book,
chapter D
Disassembly / demolition of the Pavilion
Demolition of the foundation, vacating the area and restoring the lot to its original
condition
54
55
B.III.10
D.2
D.3
3
55
56
B.I. CONSTRUCTION WORKS
B.I.1. INFRASTRUCTURE WORKS
B.I.1.a. LAYER OF WHITE GRAVEL PARTICLES EMBEDDED IN A COLORLESS RESIN
FINISH APPLIED ON A CONCRETE SUPPORT
The previously executed concrete support (by the EXPO S.p.A.) will be covered with a layer of white
gravel particles embedded in a resin finish, forming a non-skidding layer.
The base layer (concrete) has to be well dried before applying the primer and the gravel particles. The
applied resin-binder, the primer will have a maximum 15mm thickness, including the gravel particles.
The white gravel particles, with sizes between 4-8mm will be polished until the edges become rounded,
they will be cleaned from the excess dust and dried at a relative humidity of maximum 4%.
B.I.1.b. LAYER OF WHITE GRAVEL PARTICLES EMBEDDED IN A COLORLESS RESIN
FINISH APPLIED ON THE SURFACE OF THE ECOLOGICAL POND + GRATE FOR THE
DRAIN + COVER FOR THE WATER CONTROL STATION
The layer will be applied on the surface of the ecological pond, previously executed by the EXPO S.P.A.
The technological process and the necessary materials will be made according to chapter B.I.1.a.
Aluminium edge profiles will be used (almost invisible profiles) at the joints between the horizontal and
vertical surfaces.
The constructor will have the task to perform the arrangement of the ecological pond, the necessary
materials and maintenance will be presented in the chapter B.III.8. Arrangement of the ecological pond.
The grate will be placed at the perimetral drain system of the pond and will be made of 200mm stainless
steel.
The cover for the water control station will be made out of 50x10mm iron strips placed on two
directions, covered with a thick iron sheet, which becomes support for the layer of white gravel
particles embedded in a colourless resin film, technological procedure described in chapter B.I.1.a. On
top of this cover an X20 vacuum tube solar panel will be mounted.
For details check de architectural drawings A03.Ground floor plan, A06.Longitudinal Section A-A`,
A07.Cross Section B-B` and detail D12.
B.I.1.c. CONCRETE BLOCKS
Concrete blocks: 32 pieces with the dimensions of 80x40cm and 32cm height and 6 pieces with the
dimensions of 130x40cm and 32 cm height.
The concrete composition is C20/25, CEMIIA-S42.5N, CI0 2%, D16, S3.
At the 80x40cm blocks plastic or wooden elements will be placed in the encasement, elements that will
be removed afterwards, in order to create spaces for the recessed light fixtures. Plastic tubes will be
placed in the concrete for the necessary electric cables.
The concrete blocks will receive the same resin finish with layer of white gravel particles, the
technological procedure already described in the chapter B.I.1.a, so that the concrete blocks and the
ecological ponds surface will have a unitary aesthetic aspect.
For details check the architecture section, drawing A08`Location plan and section for the concrete blocks.
B.I.1.d. LEVELING SCREED FROM LIGHTWEIGHT CONCRETE FOR THE GROUND
FLOOR
4
A light concrete with sand layer will be poured, power float (helicopter) treated, 5,2cm thick over the
concrete slab for levelling.
For details check the architectural drawings (DT1a, DT2a, DT3a, DT4a, DT5a, and DT8c)
B.I.2. OVERSTRUCTURE WORKS
WOODEN CONSTRUCTION ELEMENTS
Materials.
The wooden structural elements from the ground floor, upper floor and also the framework will be made
of first class of exploitation wood characterized by a humidity of the wood material correspondent to a
temperature of 20±2 °C and an air relative humidity of ≤65%.
In case of the wooden construction elements operated in Class 1, the wood balance humidity will not
exceed 12%. If during installation the wood material has a higher humidity (but no more than 12%) and
there is no possibility to be dried on site, constructive measures will be applied, protective measures
concerning the ventilation of the structural elements without introducing dangerous alterations in the
structural resistance or the increase of the value of the sectioned efforts.
Wooden species and assortments.
The wooden material for the structures will be chosen accordingly with the construction exploitation
class and the value and nature of the efforts involved.
The wooden structures will be made as follows:
 For the ground floor (the interior wooden panels, the closure vertical panels and the ceiling beams
over the ground floor) will be used GL32 stratified wood, according to the EN1194 European standard.
 For the first floor structural wooden elements (circular wood logs having a 25cm diameter by resinous
wood essence, forming the split floor above the first level, but also the exterior wall structure and the
wooden elements that form the roof structure) will use solid pine wood or by case, another wood that
assures a minimal bending resistance at 24N/mm2
The wooden material used for the pavilion, as structural elements of resistance will be divided in three
categories:
I – Elements subject to stretching and bending: the main wooden beams of the split floor above the first
floor (15x80cm);
II – Elements subject to compression and bending: the beams of the framework, the laminated wooden
beams that form the ground floor walls (8x40cm), the beams that form the first floors house structure,
circular wood logs (25cmdiameter);
III – Secondary elements: secondary beams that form the structure of the ceiling above the ground floor
(9x25cm).
Quality tests.
The verification of the sizes of all wooden elements will be made with ordinary measuring devices. The
acceptable deviation from the flatness, measured with a tape on a length of 3.0 m is 5 mm along the
maximum slope line.
The bolts and the arbores will be mounted in holes prepared in advance by pre-drilling.
Bar-type joining elements (nails, hooks and screws) have a plastic behaviour. It is recommended that the
bar penetration to be increased in the wooden element, in order to prevent the risk of wrenching. The use
of rods with profiles is also recommended (with spiral channels, with fingers).
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JOINTS WITH METAL RODS
The joints referred to in the present chapter are the ones that connect the main beams with the secondary
beams from the ceiling over the ground floor, the mounting elements of the 25 cm diameter circular logs
that form the ceiling over the upper floor, the main holding elements of the laminated wood beams that
form the walls of the ground floor volume.
For more details check the S14 structure drawings: Structural details part 1 and S15: Structural details
part 2.
The minimal thickness of the thinnest element joined with nails must be at least of 4d, to prevent cracking
when nails are inserted.
In order to take into consideration the shearing section, the nail must be inserted in the respective element
at least 3.5d (effective lengths, without the tip of the nail of 1.5d);
The bolts will be made of OB37 concrete iron, with head and screw nut having the diameters of the
smooth concrete iron used in constructions (12…16 mm, according to the joints fabrication details in the
structure drawings S14 and S15);
In the case in which the bolts diameters are not specified in the drawings, they will be chosen in the
regular way (1/30…1/40) l, where l is the thickness of the joint package, but minimum 12 mm.
The holes for the bolts will be drilled by the rule: dhole= dbar+1mm, and the holes for the arbors and the
dowels will be drilled by the rule: dhole = dtbar – (0, 8 ~ 1,0)mm;
The bolts, the screws and the arbores are placed on an even number of longitudinal lines, to prevent
placing a row of bars in the weak central part of the wood.
The iron elements used for joining are protected by priming with a paint made of double boiled linseed
oil and minimum lead that must cover the entire surface of the metal element.
Before the anticorrosive protection is applied, the surface of the metal must be cleaned of the lamination
layer (scum) and other impurities (dust, oxides, greases) and it must be completely dry.
WOOD FIREPROOFING MEASURES
The wood used to build the pavilion structure will be fireproofed in controlled conditions and transported
afterwards on site.
The fireproofing supplier is obliged to certify the quality of the accomplished fireproofing by certified
tests from authorized laboratories.
B.I.2.a. Laminated wooden beams
a) 8x40cm structural laminated wooden panels
The structural wooden panels will be mounted with metallic profiles. For details check the structural
drawings (S.05.Position of the structural elements, S.06. Superstructure fixing to foundation details,
S.10.Positioning and formwork for the wooden panel and S.14. Structural details - part 1) and
architectural details, DT1a, DT4a, DT5a.
The wooden bars will be finished with a matte colourless polish, from the factory and if necessary,
corrections will be made on site. (Details in the chapter Paint corrections on the wooden surfaces)
6
b) 8x15cm Laminated wooden beam
For details check the structural drawing (S.14.Structural details - part 1), the architectural drawings View
of the laminated wooden panels and laminated wood strengthening A19, A20, A21 and details DT4b,
DT5b, DT1b;
c) 9x25 Laminated wooden beam
For details check the structural drawing (S.09.Formwork for the wooden slab above ground level and
S.14.Structural details - part 1) and the architectural details (DT1c, DT2b, DT5c, D10);
d) 15x30 Laminated wooden beam
For details check the structural drawing (S.09. Formwork for the wooden slab above ground level) and
the architectural details (DT1c, DT4d);
e) 15x80 Laminated wooden beam
For details check the structural drawing (S.09. Formwork for the wooden slab above ground level) and
the architectural details (DT2b, DT5c, DT1c);
f) 20x70 Laminated wooden beam
For details check the structural drawing (S13. Roof plan) and the architectural detail DT1e;
g) 20x50 Laminated wooden beam
For details check the structural drawing (S13. Roof plan) and the architectural details DT5d, DT4e;
h) 18x30cm Laminated wooden beam
For details check the architectural detail DT10a – main access and staff access;
i) 18x28cm Laminated wooden beam
For details check the architectural detail DT10a – main access and staff access;
j) 9x30cm Laminated wooden beam
For details check the architectural detail DT10a – main access and staff access;
k) 5x15 Laminated wooden beam
For details check the structural drawing (S13. Roof plan);
l) 15x15 Laminated wooden beam
For details check the structural drawing (S15. Structural details - part 2);
m) 15x20 Laminated wooden beam
For details check the structural drawing (S13.Roof plan and S15. Structural details – part 2).
B.I.2.b. Fitting screed under the metal profiles for the wooden panels
The structural wooden panels will be mounted with metal profiles. Under the profiles a screed will be
poured (uniform and smooth composition, special adhesive recommended) assuring a perfect plane
fixing. For details check the structural drawings (S.05.Position of the structural elements,
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S.06.Suprastructure fixing to foundation details, S.10.Positioning and formwork for the wooden panel
S.14.Structural details - part 1) and the architectural drawings (details DT1a, DT4a, DT5a).
B.I.2.c. Wooden strengthening between the laminated wood panels
Laminated wooden strengthening
Between the structural panels there will be reinforcements made of laminated wood as well, with
dimensions - 8x15cm. The exact position of the elements can be found in the structural drawings
S.14.Structural details - part 1 and in the architecture part, in the Views of the laminated wooden panels
and laminated wood strengthening A19, A20, A21, details (DT4b, DT5b and DT1b).
Exhibit boxes fixed between the wooden panels and the wooden strengthening. Wooden box fixed
between two panels. For details check the architecture drawings that contain the views and details of the
panels Views of the laminated wooden panels and laminated wood strengthening A19, A20, A21 and the
detailed drawings DT8b, DT9c.
B.I.2.d. Fastening of the laminated wooden beams – details in the structural drawings
Main beam with panels Details in the structural drawings (S.14.Structural details -part 1)
∅ 25cm log with ∅ 25cm log– Details in the structural drawings (S.11.Structural positioning for the
wooden beams above ground level, S.15.Structural details - part 2) and the architectural details (DT5d,
DT4e)
Main beam with secondary beam fastening – Details in the structural drawings (S.09. Formwork for
the wooden slab above ground level and S.14. Structural details -part 1)
Main beam with main beam fastening – Details in the structural drawings (S.09. Formwork for the
wooden slab above ground level and S.14. Structural details -part 1)
Secondary beam with secondary beam fastening – Details in the architectural and structural drawings
(S.09.Formwork for the wooden slab above ground level and S.14. Structural details -part 1)
B.I.2.e. Wood log structure for the first floor house
∅ 25cm wooden log
For details check the structural drawings (S.11.Structural positioning for the wooden beams above
ground level, S.15.Structural details - part 2) and the architectural drawings (DT5d, DT4e, D10, DT2c,
DT1c, DT1d) They will be finished with wax to become waterproof, and over the treated surface a gray,
ash like paint will be applied.
B.I.2.f. Roof structure for the first floor house
The project provides a thatched roof with four slopes. All the details regarding the construction of the
roof can be found in the drawings. For further details check the framework design blueprint from the
structural chapters that contains the structure elements with their exact position and dimensions
(S.13.Roof plan and S.15. Structural details -part 2) and the architecture drawings with the correspondent
details (DT1e DT4e, DT5d, D9).
B.I.2.g. Surrounding glass closing
Surrounding clear double insulated closing glass
Clear double insulated glass, with 4mm COOL-LITE SKN 154 sheet composition or XTREME+16mm
Argon+4mm PLANICLEAR or equivalent. For details check the list of joinery work (A23.Doors and
Windows Schedule) and detail no. DT6b, DT7a.
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A translucent sheet will be used over the double insulated transparent glass, imitating sweep blasting,
between the wooden panels that located at annex no.2 and no.3 (check the architectural View no.4 and
detailed drawing DT3a).
Surrounding opaque closing glass
Opaque double insulated glass, with 4mm COOL-LITE SKN 154 sheet composition or
XTREME+16mm Argon+4mm EMALIT or equivalent, coloured white. For details check the list of
joinery work (A23. Doors and Windows Schedule) and detail no. DT8a, DT9a.
B.I.2.h. Tempered glass covers + gutters + downpipes
This chapter contains specifications for the achieving of a protective coverage at the main access and the
staff access in the pavilion, assured by a tempered glass cover.
Two beams, made also from laminated wood, will be placed between the structural, laminated wooden
panels, by dimensions 18x30cm and 18x28cm at the interior, that assure the bounding of the tempered
glass cover composed by 2 sheets ~10mm + membrane. It is important to mention that some areas (where
the glass is bound by the wooden beam) will be screen printed. At the joining area between the guard rail
and the cover, a waterproofing material will be placed. The excess water from the cover (with a 1% slope)
will be collected in U shaped metallic profile gutter, dyed RAL 7016 and will reach the ground level
through a 40x40cm rectangular downpipe. In order to hide the bounding system of this glass cover, 8mm
HPL white panels will be used, according to the detailed drawings. For more details and materials used
in the construction of the cover check the detailed drawings DT10a and D8.
B.I.2.i. Wooden platform covering the stair area
Acest capitol cuprinde specificaţii pentru realizarea unei acoperiri din duşumea de stejar sau fag de 10cm,
finisat cu un lac incolor, mat. (la fel ca în cazul lamelelor structurale). Detalii de execuţie şi elementele
necesare se regăsesc în partea de arhitectură, în desenele de detaliu DT11b and D7;
This chapter contains specifications for the achieving of a 10cm oak or beech floor coverage, finished
with a colourless matt polish. (Same as the structural panels). Detailed design and necessary elements
can be found in the architectural drawings, details DT11b and D7.
B.I.2.j. Photovoltaic panels
The photovoltaic installation has the following components: polycrystalline photovoltaic panels, wiring
panels, inverter (converts the continuous flow from the panels in AC power for the consumer) batteries,
charger and electric panel;
Solar energy is converted into electricity by photovoltaic polycrystalline panels that will be mounted on
the facades through an inverter mounted in the chamber for waste disposal. The electricity thus produced
will be stored in batteries and be used by the ecological ponds pumping station. All panels will be
installed and are integrated into the facade of the pavilion; the connections between them are made with
special cables for photovoltaic installations;
Opaque panel with photovoltaic cells – panels with polycrystalline cells 156x156mm (72pcs), 285W300W, IP65/IP67, MC4 compatible or equivalent. For installation details check the detailed drawing in
the architecture chapters: DT11b, D7, DT8a and DT9a.
B.I.2.k Access stairs to the garden
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Stairs made of 10cm thick laminated wood, fixed in the structural panels according to the details
contained in the architecture drawings, finished with matt, colourless polish. Check detailed drawings
DT3a and for fixing DT11b and D7.
B.I.2.l. Access stairs to the kitchen
∅25cm resinous wooden logs, chopped in order to facilitate the use. Check detailed drawing D 10 +
D11.
Stainless steel cables are fixed to the side of the wooden logs, creating a guard rail that assures protection
for the people using the stairs. For materials and fixing system check detailed drawing no.D10.
The tempered glass guard rail will be placed, at the split level, on the kitchen side that faces the restaurant.
For materials and mounting system check detail drawing no. D10.
They will be finished with wax to become waterproof and over this treated surface a grey, ash like
paint will be applied.
B.I.2.m. Execution of the terrace layers
It is proposed in the project that a wooden floor encasement over the ground floor, that consists of main
(15x80cm) and secondary (9x25 cm) wooden beams to be built.
The terrace will be build according to the details contained in the sections (A06.Longitudinal section AA` and A07.Cross Section B-B`) and in the detailed drawings in the architectural chapters (DT4b, DT5b,
DT1b, DT3b), and the wooden beams structure, in the structure chapters (S.09.Formwork for the wooden
slab above ground level, S.14.Structural details - part 1);
Layers: topsoil for the plants, growing soil that varies ~40cm, geotextile draining membrane, 10cm water
drainage system with special plastic granules that replace the ballast, indicated by the manufacturer
according to weight, 4mm root barrier membrane, 3mm auto adhesive waterproofing membrane, screed
slope of 1% varying heights depending on the area - 3-6cm, vapor barrier, diffusion layer, 7cm corrugated
iron sheet, wooden beams structure (9x25cm). For details check the details drawings DT1c, DT4d, DT2b,
DT5c, DT3b, DT4b, DT5b, and DT1b.
B.I.2.n. Thatched roof
For details check the architectural drawingsA06.Longitudinal Section A-A` and A07.Cross Section BB` and detailed drawings DT1d, DT1e, DT2c, DT5d, DT4e and D9.
General data.
The reed is harvested only in winter. During installation, the use of two types of reeds is necessary based
on straw thickness: at the bottom layer, thicker straws (ensure the mechanical strength of the ensemble),
and the top layer, made of thin straws which are stacked together and form a waterproof barrier, that
cannot be pierced by water. It is important that both types of reed straws are purchased in the appropriate
proportion.
Roof assembling.
After the roof structure is completed, according to the drawings mentioned above, the first layer of reed
will be laid on the framework (with thick straws), always working the way up from the base of the roof.
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The piles will be placed with the base on the previously mounted lumber. On top of this layer the second
layer with thin straws will be placed.
The piles are fixed to the roof structure from below in such way in which the reed will be pressed. After
this, the piles bindings are removed and the reed layer is flattened. With the help of a tool named “comb”
the reed is beaten from bottom to the top and through this technique a uniform layer will be achieved.
After the layer becomes uniform, with the help of a 1,4 mm thick galvanized wire, the reed will be sewed
to the wooden strip. The sewing operation requires two people that use an iron rod with an opening at its
top.
The whole operation will be repeated, taking as a basis the wooden ruler that secured the first row of
piles. The number of rows will be established according to the lengths of the framing.
Wooden rulers are used to compress the piles, placed across above them and pulled down with the help
of the wire, fixed in the roof structure and removed later when the surface of the reed will be finished /
levelled again.
Mounting the ridge.
The operation described above will be continued until it reaches the ridge of the roof, where the piles
will be placed longitudinally on the ridge so they cover all the ends of the piles placed below.
B.I.3. INSULATING WORKS
B.I.3.a: Waterproofing
General data. Description and application limits
This chapter contains the technical specifications regarding the execution of the waterproofing works:
 On foundations;
 At the upper floor, terrace and roof;
 Other waterproofing works that concern the protection of the building and the spaces with high
humidity (locker rooms, lavatories).
Technical regulations reference
Waterproofing will be made according to the applicable Italian laws and rules and the regulations, the
participation guide and any other general or specific documents issued by Expo 2015.
Materials and products – at terraces and roof.
 waterproofing with membrane;
 Support surfaces for the application of the vapour barrier or the waterproofing material;
 the waterproofing system at the terrace, number of layers, the type of canvas, felting, screeds etc.,
will be detailed within the special waterproofing design.
The other construction elements of the restaurant terrace will be made according to the projects detailed
drawings (DT1c, DT4d, DT2b, DT5c, DT3b, DT4b, DT5b and DT1b).
Technology of execution
Membrane insulating technology will be applied.
The system for waterproofing under the ground level is specified by the project’s execution details.
The waterproofing will be visually checked if it satisfies the conditions:
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-the waterproofing layers must be bound in a uniform and continuous way, no loose areas are allowed;
-the slope towards the drain chops must encounter no stops, according to the design; it shall be continuous
and without swellings;
-Joining with the break-thru elements, at connections and draining chops must provide a perfect
impermeability;
-the protection must meet the minimum requirements of the design;
For the execution of the waterproofing for the restaurant and garden area check detailed drawings DT1c,
DT4d, DT2b, DT5c, DT3b, DT4b, DT5b and DT1b.
B.I.3.b: Thermal insulation works
General data. Description and application limits
This chapter contains the technical specifications regarding the execution of the thermal insulating works:
Materials and products
For this project extruded polystyrene panels (horizontal surfaces) and expanded polystyrene boards
(vertical surfaces) will be used. The used boards will be unaltered. The extruded polystyrene panels will
have rebating.
Conditions for execution.
The thermal insulation of the ground floor will be made with 5 cm thick extruded polystyrene, placed
under the 15cm reinforced concrete slab, according to detail no. DT1a.
The thermal insulation behind the 10 cm photovoltaic panels will be made with expanded polystyrene
boards that will be placed on a thick metal sheet, according to detailed drawings DT3b + DT4b, DT5b,
DT1b. DT11b and D7.
The thermal insulation of the restaurant terrace will be made with 2 superposed of 10cm extruded
polystyrene boards (20cm in total), according to detailed drawings DT2b and DT5c.
Phases of execution
The insulating layer will be mounted by gluing with a special adhesive.
During the execution of the project unaltered panels will be used, no crevices or missing parts are
allowed. The rebating must be complete. The panels will be cut with proper tools so the cut remains
smooth. No serrated cuts are permitted. The joint opening between the panels must not be bigger than 1
mm.
The insulation base layer must be continuous and with no roughness bigger than 2 mm, the vapour proof
barrier must be continuous as well.
B.II. INSTALLATION WORKS, LIGHTWEIGHT PARTITIONS, FINISHES
B.II.1. INSTALLATION WORKS
B.II.1.a. SANITARY INSTALLATIONS
General data. Description and application limits
This chapter presents the technical specifications for the execution of the sanitary installations and of all
the necessary equipment.
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For details check the installations drawings, IS001. (Underground pipes below the 0.00), IS002. (Ground
floor plan), IS003. (First floor plan), IS004. (Split floor plan)
The hereunder technical specifications book contains the technical instructions for:
- the execution of cold potable water pipes, hot water and water for fire extinction in the interior areas;
- the execution of rain and domestic use water disposal pipes;
NOTE:
a) The hereunder chapter does not treat the sewage and delivery pipes placed below level 0.00, these
being executed by the EXPO 2015 organizers;
b) The hereunder technical specifications book will be read together with the instructions provided by
the materials and equipment supplier for:
 the transport of pipes, fittings, reinforcements, sanitary ware, accessories, functional equipment
etc.;
 their storage and manipulation on site;
 the preparation for installation of pipes, fittings, reinforcements and joints (where applicable);
 the installation of pipes, reinforcements, regulators, sanitary ware, functional equipment etc.;
 pressure, casing and operational tests;
 Instructions for special situations (installation in the basement, buried or visible, installed at the
exterior, buried).
c) The colours of the pipes will respect the colours set by the organizers by the special regulations of
Expo 2015.
The technique of installation for the water and sewage pipes, fittings, reinforcements, sanitary
ware, accessories and equipment, involve the following operational phases:
Preliminary phase:
Drawings made in the structural details will be consulted (S16.Foundation technical system layout
plumbing shafts) and the installation drawings (IS001.Underground pipes below the 0.00) provided by
the acquirer and the compliance will be checked with the drawings issued by Expo S.P.A., the contractor
of the foundation and the holes in the foundation for the pipeline, in order to connect to the facilities
made at an earlier stage.
Preparing connection to the pipeline route;
Marking the lay-out and setting visual marks for the execution or the sanitary installations works – the
ones buried under level 0.00 are already executed by the organizers of Expo 2015.
Reception, sorting and transport of pipes, fittings, reinforcements, sanitary ware, accessories, equipment
and other materials involved in the execution of works;
Execution phases.
The water and sewage installation layouts are chosen so that minimum lengths of pipes are assured and
possibilities of self-adjustment of the dilatations. Coordination of all the installations from the technical
spaces must be considered, so that access for maintenance and exploitation in case of distress is assured
for staff and also easily disassembling in situations in which repairing are needed.
The execution of the sanitary installations will be coordinated with the other works. This coordination
will follow the whole execution process, beginning with the marking.
The works will be executed only with equipment that meets the quality and technical specifications of
the project and the Italian regulations and technical agreements.
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Before execution starts, all the equipment will be visually tested for compliance with the regulations
imposed by Expo 2015, in order to determine if they did or did not suffer any damages that might reduce
their technical performance and quality (straining or blocking at the machineries, condition of filters,
flanges, the functionality of casings etc.). The possible damages will be fixed and the equipment that
cannot be brought to an adequate condition will be replaced.
At the measuring and control equipment the seal will be checked and the exposure issued by the
meteorology institutes.
The storage of the sanitary installation equipment will be made in tollhouses or storage rooms organized
for this purpose, in conditions that assures their preservation.
Equipment that are not affected by atmospheric conditions will be stored in open air on special platforms
arranged for this purpose, with respect for the specific regulations of labour protection.
The materials that may suffer damages by weather or direct sunlight, as plastic pipes, insulation materials
etc. will be stored in shelters or storage rooms.
The coats, the ceramic sanitary ware, the measurement equipment etc. will be stored in closed storage
rooms.
A special attention will be brought for the brittle or subject to contortion materials as claddings, sanitary
ware, measure equipment etc.
All the equipment that has, by manufacture, protective seals, will be installed with the unbroken seal at
sight, for reception.
Hot and cold water pipes installation.
The pipes will be installed after the lay-out was completed. At the mark-up the slopes provided by the
project will be strictly respected, so that the ventilation and complete draining of the pipes is assured.
For the plastic pipes (PVC, PE, PP, and PEHD) is mandatory that the tubes supplier provides the
contractor with all the specific technical instructions regarding:
- the tubes jointing technique (electro fusion, polifusion, fillet, collars etc.) as for the fittings, accessories,
special elements, tools and verification devices needed for these operations;
- mounting on the construction elements, with static or gliding elements, modular, supplied with the
tubes;
- the decompression of the dilatations by changing the direction of the lay-out according to the design or
by dilatation quadrants and/or special dilatation pieces, according to the design and execution book;
- the protection of pipes when installed in various environments (in sight, in closed girdles, buried in
walls, foundations or ground;
- the specific conditions for casing, pressure and functionality tests.
The pipes dilatations will be resolved generally with L shaped lay-outs by change of direction.
For the supporting the pipes, suspended, mobile gliding or rolling supports will be provided.
Reinforcements.
As needed, the following types of reinforcements will be provided: passing, regulation, draining, safety,
ventilation, etc.
The above mentioned will be installed in the positions indicated in the project’s drawings.
The reinforcements will comply with the operation pressures provided by the project: up to 10 bars
pressures will be used, preferably, valves with round brassy or steel valve (1/2" - 1"), or, in lack of these,
passing-thru valves with brassy body for moulding, AmT1, fillet sleeve-pipes for the assembling with
steel or plastic.
Draining reinforcements will be installed in all the points requested by the project.
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The reinforcements will be installed with respect for the following conditions:
- easily accessible
- easily dismountable
During execution, all the reinforcements will be installed in the closed position.
Draining pipes, PP, PVC or PEHD for sewage
The types of pipes used for the vertical and horizontal sewage interior network as the exterior sewage
installation are set by the design, with indications, when necessary, of the operating pressure of the
respective network.
The pipes and connections made of fireproofed polypropylene (PP) type KA PVC for mounting in sight
or hidden inside the building and KG RAU type PVC 1100 –for mounting buried outside the building
have, as well, sleeve joints sealed with rubber fittings.
The high density polypropylene sewage pipes joints (PEHD) can be accomplished by various methods,
the fit one being chosen depending on the designer’s option, the pipes supplier recommendations, and
the operating technologies that the constructor disposes of, as follows:
-binding by electrical welding, “head to head” (usual method), using special welding equipment or
electrical welding collars;
- sleeve joints sealed with rubber fittings, specially used for binding the PVC or PP sewage pipes;
- binding with fillet sleeve joints;
- binding with collars
The detachable bonds will be made with Dutch connectors made of PEHD or PEHD/metal sealed with
rubber fitting or clinkered.
Regardless of the used type of pipe, for lay-out change of direction, bends will be used, usually at 45
degrees, and for branches T-joints and machine reductions.
For some technological mounting operations as the tests PP/PEHD covers will be used.
Execution of water fire extinction installations.
The water fire extinction installations, using as fire extinction agent the water, are completely separated
by the drinkable (potable) water network.
The installation will be made of black steel pipes that can be bound as follows:
- by fillet
- by oxyacetylene weld for diameters bigger than 1”, taking the necessary actions to avoid blocking the
pipe section – for the black installation pipes;
- with collars for binding with collar shields;
- mechanic joints with fitting (grooving pipe system)
Execution of insulations
The project provides the following types of insulations:
- thermal insulations;
- anticorrosive insulations;
- waterproof insulations
The hot water, cold water, recirculation, fire extinction water and sewage pipes insulation will be
executed as follows:
- the hot and cold water pipes mounted in suspended ceilings, basement or girdles will be insulated with
elastic rubber, or similar, 9mm thick;
- the fire extinction pipes will not be thermal insulated. They will be anticorrosive protected by priming
and painting.
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The constructor will bring for the approval other proposed insulation models.
The collars and all the support elements will be zinc-coated.
The passing-thru walls and ceilings elements if they are iron based, will be galvanized or anticorrosion
protected by the application of two layers of minimum lead.
The uninsulated metallic pipes will be protected by priming and painting.
The pipes insulating works will start only after the pressure tests were completed.
The pipes and equipment insulating works will start only after the surfaces are clean and anticorrosive
treated.
The thermal insulations applied on pipes will be interrupted next to the closure and maneuverer support
elements, next to the support elements and the flanged joints, as well as in the case of passing through
sleeves in the construction elements.
Tests and release operations.
1. The hot, cold and fire extinction water
The hot and cold water pipes will be brought to the following tests:
- cold pressure casing test;
- cold and hot water function test;
- heat casing and resistance test for the hot water and circulation pipes.
The cold pressure casing test, heat casing and resistance test for the hot water and circulation pipes will
be equal with 1,5 x regimen pressure, indicated by the design for the specific water supply installation,
but not bigger than 12 bars.
The pipes will be held under pressure as long as necessary for the verification of all the lay-outs and
joints, but no less than 20 min. No pressure dropping is allowed.
The pressure in the pipes will be reached by a hydraulic testing pump and read by an air-gauge fixed on
a pump placed on the lowest point of the tubing.
The operational test for the hot and cold water is done after the shields are installed at the sanitary ware
and at the other consumption points, with the pipes under regimen hydraulic pressure.
By successive opening of the reinforcements it will be verified if the water reaches the operational
pressure at each consumption point.
The verification will be accomplished by opening the number of valves correspondent with the
simultaneity and the calculated flow.
The casing and resistance tests for the hot water and circulation pipes will be done by operating the hot
water installation at the regimen pressure set by project and at a temperature of 55... 60 °C.
The regimen pressure and temperature will be maintained in the installation as long as necessary for the
verification of the impermeability of all the joints, fixation and support point of the pipes subject to
dilatation but no less, than 6 hours.
After the complete cooling down, the cold pressure casing test will be repeated.
For the circulation pipes operational test the temperature of the hot water in the pipe will be measured at
the exit from the preparation installation and from the circulation pipe before it is joined with the device.
The operational test is done keeping the equipment operational, according to the project provisions
(pressure stations, hot water preparation installations, pumps etc.).
2. Sewage pipes
The internal sewage pipes will be brought to the following tests:
- casing test;
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- operational test.
The casing test will be made by checking the pipe lay-out impermeability and at the joints. The pipes
that have cover elements will be verified during the works, before closing them up.
The casing test will be made by filling the pipes as follows:
- sewage pipes for the pluvial waters pipes on all the height of the building;
- sewage pipes up to the discharge level, through the sanitary ware floor levers.
The operational test is done by fuelling with water the sanitary ware and the drainage points at a normal
operational flow and checking the drainage operation.
At the operational test will be verified: the pipes slopes, the condition of the support elements, and the
existence of the cleaning elements according to the design.
3. Flaws removal (if there is water or air leaks above the permissible level) and tests repeating
4. Washing with clean water, inside the water pipes
5. The disinfection of the water pipes (because they transport drinkable water)
B.II.1.b. ELECTRICAL INSTALLATIONS
General data. Description and application limits
This chapter presents the technical specifications for the execution of the sockets and switches, the
installation of the fixed and mobile LED panels and all the elements, cables etc, necessary for operating
the audio-video system.
The exact positions of the sockets and switches are found in the specific drawings of the architectural
design (A13.Lighting and sound – ground floor plan, A14.Lighting and sound – first floor plan, A15.
Lighting and sound – split floor plan, A16.Electrical layout - ground floor plan, A17.Electrical layout first floor plan, A18. Electrical layout – split floor plan) and in the electrical installation project (IE001.
Ground floor lighting layout, IE002. Ground floor sockets layout, IE003.First floor lighting layout,
IE004.First floor sockets layout, IE005.Attic lighting layout, IE006. Attic sockets layout)
For the LED panel wiring (signal network + alimentation network) the following drawings will be
consulted: Cabling diagram for the mobile LED panels, A13` Audio-Video patch and cabling – ground
floor and A14` Audio-Video patch and cabling - first floor
Design bases
All the types, positions and functions of the electrical equipment from the architecture drawings must be
respected.
The works will be executed according to the present technical specifications book, Italian applicable law
and Expo 2015 regulations, so that the proper operation of all the installations to be assured and also an
adequate aspect as well.
Tests
During the execution of works, the executant will perform various partial tests and verifications in order
to allow the normal process of works and to assure the integration of the respective installation in the
building body, according to the design.
In order to accomplish the above, the executant will perform test on parts of the network, in order to
grant the good evolution of the construction works.
The constructor must do the following tests and verifications:
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- measure the stray value of the ground sockets;
- check the continuity of the supplementary ground binding circuit;
- check the continuity of the neutral protection circuit;
- check the insulation level between stages and neutral;
- check the switches parameters with more or equal than 100 A;
At the completion of works, in order to certify the compliance with the requirements, the executioner
will make the following tests:
1. Electrical tests:
- insulation tests;
- ground bindings tests;
- electrical engines starting tests;
- testing the blackouts for the main consumers (pumps in the pumping station, power plant pumps, interior
and exterior lighting, LED, LCD, alimentation and refrigerating equipment)
- testing the protection for overcharge and fault;
2. Acoustical tests:
-measuring the noise levels in the rooms;
TECHNICAL REQUIREMENTS
INTERIOR ELECTRICAL NETWORK
Network buried in the constructive elements of the walls and floors
All the electrical connection devices as sockets, switches, commutators etc. will be mounted in unit
boxes.
The branches will be made only in connection boxes. In the boxes there will be a minimum 10 cm reserve.
All the buried electrical conductors will be protected.
Minimum distances towards other networks
The minimum distance at the intersection with uninflammable cold pipes (under 40 Celsius degrees) is
3 cm, and with the uninflammable warm pipes (under 45 Celsius degrees) is 50 cm.
For proximities (parallel circuits) the minimum distance is 5 cm for the cold pipes, and 100 cm for the
warm pipes (uninflammable fluids).
The distances can be reduced for la uninflammable warm fluids if the materials are resistant at the specific
temperature and calculated for it (at the maximum admissible power) or if they are thermal insulated.
Passing-thru the construction elements
When passing thru floors, the wire networks and the pipes protected by plastic tubes will be protected
for mechanic shocks up to the height of minimum 2 m.
Fixing distances (support)
The circuits made out of unreinforced cables will be attached at the horizontal distance of 50 cm and at
100 cm on vertical. The reinforced cables will be attached at the horizontal distance of 80 cm and at 150
on vertical.
The circuits made of conductors pulled in plastic protection tubes will be fixed at intervals of 0, 6 … 0,8
m on horizontal and 0,7… 0,9 m on vertical.
For the metallic tubes the distances are 1,0…1,3 m on horizontal and 1,2…1,6 m on vertical. For the
tubes the distances are 1,5 … 3 m on both horizontal and vertical.
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There will be mandatory provided holding points at 10 cm away from the boxes, pulling boxes,
derivations, bending, devices, equipment etc. Any element will be held in minimum two fixing points
Electric connections
The branches, derivations, joints at cables for the equipment will be done exclusively in boxes (for
connections or for the equipment).
The connections will be made with clamping jaws or by applying pressure and then, they will be insulated
assuring the same insulation level as for the conductors.
It is forbidden to create electrical connections by simple twists.
It is forbidden to create electrical connections inside the protection tubes.
EXTERIOR ELECTRICAL INSTALLATIONS
Existent buried power network
The electrical network below level 0.00 has been previously executed by the Expo 2015 organizers.
Reference to documents elaborated by this authority will be considered (in case modifications has been
made) including drawings from the structural project will be consulted (S16.Foundation technical system
layout plumbing shafts) and drawings from the installations project (IS001.Underground pipes below the
0.00) offered by the acquirer.
The hereunder chapter does not treat the power network and other electrical installations set under level
0.00, these being executed by the EXPO 2015 organizers.
TECHNICAL SPECIFICATIONS FOR THE ELECTRICAL INSTALLATIONS EQUIPMENTS AND
MATERIALS
Electric panels and electric devices for the panels
The encases will be equipped according to the applicable Italian regulations
Low commutation electrical devices
All the mechanical and electrical elements held under tension, except the terminals, must be installed in
electrolytic silver/tungsten boxes with no welding.
The switches must be equipped with test button that simulated grounding in order to activate the test of
the start-up mechanism. A manual reset button must also be provided for the visual indication of
activation due to a leak at the ground.
Electrical networks
The insulation and the PVC or (PE) cover must have characteristics of fire conveyance delay and must
be used in adequate applications.
The electrical cables must have endings of approved shapes as pressed terminals, etc.
The electrical cables must be insulated and looped in cylinders in such a way in which they are protected
during transportation.
Main power distribution conductors type CYAbY/ACYAbY:
Composition:
- single core or litz copper conductors, protected with PVC;
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- colour according to the Italian regulations;
- filling;
- cable coat with steel wires or blades;
- black PVC membrane;
Technical characteristics:
- operating power: 1000 V
- operating temperature:-30C la +70C
- flexibility: moderate
- bending radius 15xD
- humidity resistance: good
- shock resistance: very good
- fire resistance: no fire conveyance
- chemical resistance: good
CYYF distribution cables
The power cables must have one or more conductors and must correspond to the protection tubes fixing,
free on chutes or cable bridges.
Composition:
- single core or litz copper conductors, protected with PVC;
- colour according to the Italian regulations and numbers for more than 7 wires
- filling if necessary
- grey PVC cover;
Technical characteristics:
- operating power: 500/1000 V
- operating temperature:-30C la +70C
- flexibility: tolerable (installation over +5C)
- bending radius: 10xD
- humidity resistance: good
- shock resistance: good
- fire resistance: no fire conveyance
- chemical resistance: good
Steel and PVC protection tubes
The rigid steel tubes and the one with intermediary rigidity must be used in the following cases: where
PVC is not allowed, on vertical cable protection portions under h=2 m.
The PVC protection tubes for the electrical installations mentioned in the project must be used at the
entrance of the cables in the buildings, under platforms at some of the crossings, in areas with height
humidity and they must be made rigid PVC (IPEY). The PVC tubes must be used in the corrosive areas.
The fittings must have protection against corrosion.
After being cut, the tubes will be reamed in order to prevent the deterioration of the insulation of the
conductors when pulled. The ends of the conductors will be protected with PVC bars.
The boxes will be placed so that they can be easily reached in case of necessity.
The PVC tubes will be kept dry and assured against the intrusion of any foreign body.
The tubes with a diameter up to 25 mm will be bended with the bending arch of appropriate section. For
larger diameters the tubes will be heated first and a rubber chord will be introduced in the tube to assure
the bending.
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The tubes placed in the concrete will be mounted before the encasement is closed and fixed well. For
small and average thicknesses of the concrete layer it is recommended to place the tubes at the middle of
the concrete layer.
Circuit accessories
The circuits accessories must be provided by the same manufacturer, the colours and the design must be
consistent for the alimentation to alternative power.
Lighting switches and commutators
The lighting switches and commutators must have working pole with small interspace, with a contact
pole, functional at mechanical action.
The lighting switches and commutators must have a 10A nominal power.
Bipolar sockets with protection contact
The standard contact sockets with grounding must have the rated voltage 230Vca, universal 3 pins type.
The standard sockets must be mounted buried when connected in buried boxes or surface mounted,
respective as normal construction, as specified in the drawings.
The sockets must have terminals for three conductors, each with a section of 2.5 mm².
The hermetic, impermeable two-phases and three- phases sockets
The impermeable sockets must be mounted buried when connected in buried boxes or surface mounted,
as specified by the drawings.
The impermeable sockets must have a high degree of protection of minimum IP44.
The three- phase’s impermeable sockets that feed the power circuits must be surface mounted, on a
support, at the height 1, 5 m easily accessible.
The power sockets must be equipped with an insulating cover and they must be three-phases
3x400/230V, 50 Hz, 3F+N+PE, de 16 A, de 32A, respectively 63A, as specified by the design.
Light fixtures
The light fixtures must be cabled up to a connector, with conductors approved for the fittings, for
adequate connections.
Interior light fixtures
The interior light fixtures must respect the Italian applicable law regulations and the regulations of Expo
2015.
The interior light fixtures with metallic covers must be grounded.
Mounting in protection tubes
If the protection tubes have a light protection, without proper sealing (IP, IPF, IPFR, IPY and IPFY),
they will be used in dry or intermittently wet rooms; if the protection tubes have a high protection, with
proper sealing (IPEY, PEL-A and T tubes) they will be used in wet rooms, wet, with releases of
combustible dust (mounted or buried) and in rooms with corrosive environments (only hidden).
The mounting of conductors in PVC covering is done only at temperatures from –5 to +35°C.
All the protection tubes must be Halogen-free.
NOTE. All the switches and sockets placed in the same location will be grouped in the same frame
and in the case in which there is not enough room on the wall, these groups will be placed one above
the other.
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B.II.1.c. HVAC INSTALLATIONS
General data. Description and application limits
This chapter presents the technical conditions for the execution of the HVAC installations and all the
necessary equipment.
For details check the installation drawings, IT001.Ground floor plan, IT002.First floor plan,
IT003.Kitchen plan, IT004. DHW system diagram
The technical specifications book is structured on the following chapters:
Hot water preparation installation
VRF installations
Mechanical ventilation installations
Air conditioning installations
Labour protection regulations, according to the applicable Italian law, and the regulations, participation
guide and any other general or special documents issued by the organizers of Expo 2015.
Instructions for exploitation
Base domain
The tender will acquire all the materials, the equipment and will provide the manpower and the
supervision for the supply and installation of all the heating and related works, completed, according to
the design, the drawings and the annexed specifications.
All the works in the present project will be made according to the applicable Italian law, and the
regulations, participation guide and any other general or special documents issued by the organizers of
Expo 2015.
General indications
The execution of installations will be done correlated with the other works, with respect for the plans and
sections of the pavilion design. This coordination will be followed on the entire process, beginning with
the marking.
All the materials must have Quality certificates. Before using them in the project they must be visually
tested. The materials that do not meet the quality standards will be removed.
All the equipment that has, by manufacture, protection seals, will be installed with the unbroken seal at
sight, for reception.
HOT WATER FOR DOMESTIC CONSUMPTION INSTALLATION
1. The preparation of the hot water will be centralized, with one boiler of 200 litres that will be placed in
the kitchen.
2. The boiler will be equipped with a 2 kW power electrical resistance.
3. The preparation of the hot water for the domestic consumption will be made with a solar installation
made by a solar panel with voided tubes, pumping station, expansion vessel, accessories and the
necessary automation.
4. The solar panel will be set at a 45º angle from the horizontal, on the South. The solar circuits will be
made of copper pipe and will be insulated with synthetic rubber tubes, resistant to high temperatures, UV
and other environmental factors (rain, sun, wind).
VRF EQUIPMENTS
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1. The exterior unit will be placed in a dedicated technical space, on an appropriate isolated base,
according to the producer specifications. The unit is enclosed in order to prevent the access of
unauthorized persons.
2. The exterior unit will be mounted on supports that prevent vibrations and will be fixed so that it will
not fall during earthquakes or heavy winds.
3. The connection between the exterior unit and the interior units will be made by copper refrigerating
networks, with branches specific to the VRF system, according to the VRF system producer
specifications. The pipes, installation accessories and the tools used will have the producer approval.
4. The refrigerating networks will be insulated thermal and against condensation with materials specified
by the producer of the system. If the system will be installed in a high humidity environment
(condensation point higher than 23ºC), the insulation will be supplemented with another layer of at least
10 mm.
5. The system will be tested for casing by bringing it to pressure of 3.8 Mpa (38.7 kgf/cmp). If the
pressure does not drop for 24h, the casing test is successful.
6. For the vacuuming system a vacuum pump will be used, according to the mnufacturers specifications.
The vacuuming will be made with the exterior unit’s service valves closed. The system will be vacuumed
at least 2h and it will be brought to a pressure of -100.7 kPa. This pressure will be maintained for at least
1h and the vacuum pressure gauge will be checked.
MECHANICAL VENTILATION EQUIPMENTS
1. All the closed spaces, that have no natural ventilation or with release of toxins, except the spaces with
air conditioning, will be equipped with mechanical ventilation for bringing air in and taking it out.
2. The ventilation installations will be executed according to the Italian regulations.
3. For the spaces with no interior temperature conditions only the forced air eviction is necessary, the air
coming in by depressurization through holes provided in the construction elements.
4. The foul air exhaustion will be made towards the exterior through a hidden tube circuit, mounted in
the ceiling of the construction, both at the ground floor and the upper floor.
AIR CONDITIONING EQUIPMENTS
1. Air conditioning installations
a. The air tubes will be made of zinc coated sheet, bound with angle steel collars and of sandwich panels
made of polyizocyanurate with aluminium sheet, type ALP.
b. The rectangular zinc coated sheet air tubes walls thicknesses are:
Largest side
thickness
- up to 600 mm
0,6 mm
- between 600 and 1000 mm 0,8 mm
- over 1000 mm
1,2 mm
The ALP type air tubes wall thickness is 20 mm.
c. The report between the sides of the air tubes will be maximum 1: 3, in special cases, just for small
portions the report of 1: 6 can be accepted.
d. The horizontal air tubes will not have arches or deviations bigger than 2 - 3 mm on 1m height.
e. The support distance between the horizontal tubes will be i:
Tube side
Maximum support distance
- under 400 mm
4m
- over 400 mm
3m
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f. The tubes bound by collars or mobile straps will have, from place to place, collar bonds depending of
the conditions of installation, but only at the tubes with sides no longer than 600 mm, that will be bound
only with collars.
g. The bonding fittings are made of soft rubber with a thickness of maximum 4 mm.
h. The ALP air tubes from the interior will not be insulated.
i. Inspection covers will be placed in the suspended ceiling where the equipment are placed.
j. The supply and installation of all the grids, speakers, registers according the specifications, with air
flow direction control devices.
k. The grids are made of extruded aluminium or galvanized steel, according to the specifications.
l. Before connecting the ventilation installation at the air conditioning equipment it must be verified and
certified the cleanliness of the air tubes, the quality of the execution and their insulation and tightness.
For the verification of the tubes tightness a light source will be introduced in the tubes and the verification
will be done with smoke in a dark period.
m. The contractor will perform commissioning, start-up, adjustment and verification to ensure functional
parameters, as well as the user personnel training, according to Italian laws and regulations.
2. Ventilation equipment
a. The supply and installation of the exhausters, with robust body, for interior installation at the indicated
operational parameters.
b. The exhausters will be dimensioned in order to adapt perfectly to the indicated space conditions.
c. The exhausters will be pivotal, mounted in round tubes.
d. The aggregates will be thermal and acoustic insulated.
e. The exhausters will be equipped with back-air clack-valve.
B.II.1.d. LOW VOLTAGE INSTALLATIONS
General data. Description and application limits
This chapter presents the technical conditions for executing the low voltage installations and all the
necessary equipment.
Low voltage equipment and materials
The tests for materials, cables and equipment will be done according to Italian standards or other
approved international standards.
All the installed materials and equipment must correspond with the technical characteristics imposed by
the technical project.
For wiring the LED panels (signal + power) the following drawings will be consulted: Cabling diagram
for the LED screens, A13`Audio-Video patch and cabling – ground floor, A14`Audio-Video patch and
cabling – first floor.
FIRE ALLARM
Materials
- Buttons, specialized detectors, monitoring and command unit that can be connected to a dedicated PC,
insulators, sirens, batteries, cases, convertors, etc.
- Smoke sensors
- Power supply (220 V) and with emergency battery
- Conductors and cables, different sizes passing-through boxes, socket boxes, specific equipment for this
type of installations.
24
Placing the low voltage electrical installations on lay-outs communal with other installations or
equipment that might compromise the normal function or in case of breakdown must be avoided. When
the above cannot be respected, the electrical installations can be placed on common lay-outs, as follows:
- above the water sewage and liquefied gas pipes;
- under the hot pipes (with temperatures over +400 C)
The automatic detectors will be installed on a white support. There are two entrances for the cables
from the side and from the top. At the side entrance, the support will be installed nearby the rigid tube
that transports the cable, the specially created hole for the cable will be uncovered with a cutter, for
both the entrance and the exit and it will be fixed with a plastic dowel HN with d= 6mm or d= 4mm
and of 35-55mm length depending on the density of the holding point. For the installation of the
support snail type dowels can also be used, HS type with adjustable length depending on the thickness
of the ceiling they will be mounted in. The dowels will be fixed in the support in the special holes
created by the producer.
The light marks for the signalization of the detectors mounted in the suspended ceiling will be mounted
inside the mounting box, their position being set by the position of the detector that it signalizes in the
suspended ceiling, having a maximal tolerance from the detector of 50 cm.
The alarm centrals are surface mounted on the architecture elements in a stable place, on a dry and clean
surface. Holding dowels will be used with a d= 8mm diameter and l=55mm length with buried head,
screwing until the head of the dowel fits the hole diameter and creates a single plan with the central case.
For the installation of sirens a dedicated red support will be used, with wire entries placed in the upper
part of the support, the installation position being indicated by an arrow cut inside the support.
All the fire alarm manual buttons will be equipped with a tempered glass screen, painted in red and
visibly engraved.
FIRE DETECTION AND PANIC WARNING INSTALLATIONS
ICS001. Ground floor plan, ICS002.First floor plan, ICS003.Withdrawn floor plan
SECURITY AND ACCESS CONTROL INSTALLATIONS
ICS004. Ground floor plan, ICS005.First floor plan
CCTV, PUBLIC ADRESS AND VOICE DATA INSTALLATIONS
ICS006. Ground floor plan, ICS007.First floor and withdrawn floor plan
B.II.2. ELEVATOR
General data
This chapter presents the technical details of the elevator.
Description
Hydraulic elevator, with silent function, multi layered tempered glass panoramic cabin with metal
structure.
Automatic doors made completely out of glass, two sheets central opening and 2100mm height.
The cabin ceiling is made of stainless steel and the floor is covered with white stone.
8 people capacity, 90 degrees angle accesses, 2 stations race length
Cabin box and the level buttons
Mounted inside the cabin wall, the command box lays on the entire height and is made of stainless steel.
25
Lighting
LED spots inside the ceiling of the cabin.
Hand rail
For support, the elevator will have a handrail made of a round stainless steel bar.
B.II.3. MONTCHARGE – RESTAURANT AND GARDEN
General data
This chapter presents the technical requirements of the montcharge elevator– with bearing metallic
structure.
Description
Electrical activation 1:1.The engine has thermal protection and it is IP54 protected or equivalent.
Elevator’s loading - 50 kg
Elevator operation height - 3 m
Number of stops - 2, one under the other
Shaft dimensions - 900 x 750 mm
Height of loading - 800 mm
Safety spaces 0 respectively 2860 mm (doesn’t need a dead-end)
Speed - 0,4 m/s
Power supply - 380 V, 50 Hz, three -phase
Power - 0,4 kw
Cabin. Dimensions - 600 x 600 x 800 mm (wide x deep x height). The walls are made of galvanized
sheet.
Level doors. Manual, gliding vertical with 2 channels, 600 x 800 mm, made of galvanized sheet with
glass doors.
Control panel. With microprocessor
Activation position. On the top of the pit. The shaft is provided with an inspection door for engine
interventions.
B.II.4. LIGHTWEIGHT PARTITIONS
B.II.4.a Ceilings/Lightweight partitions made from plasterboard (dry and high humidity rooms)
General data. Description and application limits
Ceilings/Lightweight partitions made from plasterboard will be built in the areas specified in the
architecture drawings.
The following types of lightweight partition walls will be built:
- 7,5cm walls, 9,25 cm walls, 10cm walls, 10,5cm walls, 13cm walls or 20 cm walls according to the
specifications in the architectural drawings. (DT1b, DT2a, DT4b, DT5b, DT5e, D7, D8, DT8a, DT8b,
DT8c, DT9a, DT9c, D10, DT10a, D11, DT11a, DT11b and DT11c.)
Technical regulations reference
The instructions given by the manufacturer’s technical specifications will apply. There will be no mixing
between materials from various manufacturers; a coherent system will be applied.
Execution
26
Special plasterboard suspended ceilings installed on metallic structure. The technology of execution and
the additional materials will comply with the manufacturer’s instructions.
The following ceiling is proposed:
a) Continuous plasterboard suspended ceilings installed on metallic structure.
These ceilings will be built in all the functional areas marked in the design.
For the rooms with high humidity special water resistant plasterboards will be used.
The commissioning technology and all the technical requirements will be made according to the
manufacturer's instructions and as specified in the project. (details in architectural plans - DT1b,
DT2a, DT4b, DT5b, DT5e, D7, D8, DT8a, DT8b, DT8c, DT9a, DT9c, D10, DT10a, D11, DT11, DT11b
and DT11c.
Mounting
Simple plasterboard for the dry rooms (12,5mm) will be mounted with suspension anchors and fixed in
the corrugated iron sheet or, where the installation lay-out imposes, on the beams. An adequate structure
will be used according to the weight.
Cladding
The plasterboards are placed across the mounting profiles. The visible joints of the edges are shifted for
at least 400 mm, and then the binding will be made on bands / profiles, grouting the visible edges.
The fixing of the boards begins from the middle of the board or with one corner, in order to avoid
overlapping. During the installation, the plasterboards will be well pressed against the support structure.
The fixing means and the distances are given by the specifications of the systems provider. They will not
be smaller than the ones provided by the projects specifications.
7,5CM,
9,25CM,
10CM,
10,5CM,
13CM
AND
20
CM
PLASTERBOARD
COMPARMENTALIZATION WALLS
The interior partition walls made of simple or double plasterboards are not bearing and they are built on
site. The structural functions and the construction physics are a result of the cooperation of the metallic
profile skeleton, made out of galvanized steel with the plasterboard cladding, with a 12,5mm thickness.
The iron profile structure is delivered by the supplier, together with the mounting accessories.
Construction of the walls – mounting with metallic skeleton
The mounting operation begins with the measurement and marking on the bearing floor of the walls axis,
the self-bearing structures, the doors and other openings. After that, the operation will be continued on
the walls and ceilings. Next, the contour profiles are mounted on the support surface, on a special sealing
band, placed with dowels at the contact with the structural elements. UW contour profiles are used for
the ceilings and CW structure profiles at the side joints of the walls. Before the beginning of the
construction, sealing bands will be attached or other adequate sealing materials.
The first plasterboard layer will be partially mounted on the structure and it will be fixed with the help
of the levelling bubble. Next, the plasterboard is fixed on the support structure with fast mounting screws
in order to avoid tensions. The second plasterboard layer will be 51mm shorter, in order to allow the
mounting of the 50mm aluminium plinth, U shaped white profile, and it will be mounted with a
symmetrical corner element, and where necessary, with a 25x12mm asymmetric corner element. The U
shaped plinth will be made of aluminium sheet and will be painted white. A structure with 40cm distances
will be used.
27
Fore increased fire proofing or noise proofing demands, the joints of the first plasterboard layer must be
filled.
The joints between the boards are shifted from the position of the plasterboards bonding on the opposite
side. At the taller walls, where horizontal profiles are needed at the plasterboards binding, they will be
shifted or the stability of the wall will be reduced. Free bindings are not recommended. If frames are
mounted, additional profiles on both sides of the frames are needed.
The resistance of these profiles is set after the construction system of the wall on one side and on the
wall’s height, and on the dimensions and weight of the door frame on other side These door profiles will
be mounted on the entire height of the walls and they are fixed very tight by the UW inferior and superior
contour profile.
A temperature of at least 5 Celsius degrees is needed for the mounting and construction works. Excessive
humidity of the air (in comparison with the later terms of use) during filling operations, as the rapid
dehydration or heating for a faster drying can lead to the formation of cracks. The plasterboard joints
usually have half-rounded edges and they are filled without strips only with joints filling putty specified
by the system`s provider. If joint covering bands made of paper or fiber glass are introduced, filling with
joints filling material is also possible.
If it is necessary to polish the filling, the board must not be scratched. When joined with other
construction elements, separation bands will be applied. Expansion joints in the support must be carried
by the complete construction of the skeleton wall.
Treatment of the surfaces
Over the plasterboard panels a white paint layer will be applied. The standard plasterboards are
compatible with almost every covering layers for interiors such as: polishes and dispersion paints,
wallpapers, textile layering and other similar. Silicate and lime based colours are not indicated. For the
ulterior application of additional layers of plaster, mineral substances or artificial resinous materials,
preliminary treatments are required, like adhesive bridges or grounds.
The smoothness of the surfaces will be verified, no deviations from the plan is accepted in the joints
areas.
Protection measures
The execution of the partition walls and suspended ceilings will not begin before the completion of the
roof works.
NOTE! Special humidity proof plasterboards will be used in the high humidity areas.
B.II.4.b. Suspended ceiling from PVC membrane
This chapter contains the technical specifications regarding the execution of the suspended ceilings in
the visitor restrooms.
Materials
PVC membrane tensioned upon heating and fixed on profiles mounted on the marginal sides, being able
to take the shape of the destination space. Due to the materials characteristic flexibility, any shapes can
be realized.
For details check the drawings: A13.Lighting and sound – ground floor plan and A14.Lighting and
sound – first floor.
B.II.4.c. Rectangular pipe structure for the LED screens – ground floor
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This chapter contains the technical specifications regarding execution of the rectangular pipe structure
that supports the LED screens used in the areas specified in the architectural drawings. The technical
specifications regarding these LED screens are found in the document Annex no.2.A Specifications for
the Romanian Pavilion at Expo 2015 Milan, Italy, and the construction details (the rectangular pipe
structure needed for their fixing), mounting and necessary elements (FOREX borders on the sides of the
mobile panels) are to be found in the architectural details D1, D2, D3, D4, DT4c and DT7b
B.II.4.d. Rectangular pipe structure for the suspended LCD screens - restaurant
This chapter contains the technical specifications regarding the execution of the rectangular pipe structure
that supports the LCD panels used in the areas specified in the architectural drawings. The technical
specifications regarding these LCD screens are found in the document Annex no.2.A Specifications for
the Romanian Pavilion at Expo 2015 Milan, Italy, and the construction details (the rectangular pipe
structure needed for their fixing), mounting and necessary elements are to be found in the architectural
details D5a and D5b
B.II.4.e. Rectangular pipe confection for the LED screens – main and secondary entrances
This chapter contains the technical specifications regarding the execution of the rectangular pipe structure
that supports the LED panels used in the areas specified in the architectural drawings. The technical
specifications regarding these LCD screens are found in the document Annex no.2.A Specifications for
the Romanian Pavilion at Expo 2015 Milan, Italy, and the construction details (the rectangular pipe
structure needed for their fixing), mounting and necessary elements (HPL filling boards on the sides of
the screen) are to be found in the architectural details DT10a + DT10a`-main access and DT5e + DT5e`secondary access
B.II.4.f. Wooden beam and glass partitions
This chapter contains the technical specifications regarding the partitions made of wooden logs with
opaque glass between them. The technical details are to be found in the architectural details D10 and
D11.
Materials
Resinous wood log ∅ 25cm
Opaque glass - 4mm EMALIT (dyed in body, white)
U-shaped metallic profile recessed in the log and fixed with screw
Execution
The wooden log will be chopped on both sides in order to allow the fixing of the glass, having at the ends
U shaped metallic profiled that hold the glass between the logs. For details check the architectural details
D10 + D11.
B.II.4.g. Tempered glass wall in the ground floor staff restroom
12-14mm tempered glass in the shower area with a U shaped aluminium profile fixed with an angle iron
in the concrete slab. At the top side the holding will be made with U shaped aluminium profile as well,
fixed in the rectangular bar, fixed in the corrugated iron sheet by the ceiling and, where the mounting
lay-out requires, in the beams. A small space (2-3mm) will be left between the glass and the profile,
covered later on by an elastic bar that allows flexibility in case the glass needs to be replaced. For details
check the architectural drawing A23.Doors and Windos Schedule and detail no. DT8c.
29
B.II.4.h. Tempered glass wall between the restaurant hall and the visitor restrooms on the first
floor
12-14mm tempered glass in the restaurant lobby area, with a U shaped aluminium profile fixed in the
rectangular system of the floor. At the top side the holding will be made with a U shaped aluminium
profile fixed in the beam. A small space (2-3mm) will be left between the glass and the profile, covered
later on by an elastic bar that allows flexibility in case the glass needs to be replaced. For details check
the architectural drawing A23.Doors and Windows Schedule and detail no. DT11c.
B.II.5. FINISHES
B.II.5.a. JOINERY
 Interior wood joinery – dormer window + doors
General data. Description and application limits
This chapter contains specifications regarding the building, equipping and mounting of the interior wood
joinery: dormer window and wooden doors, painted.
Accessories, ironware, sealing materials
The doors and the dormer window will be delivered with all the accessories, sealing rubber fittings or
similar.
The wood joinery protection
All the surfaces of the joinery will be protected with a protection sheet that will be maintained the entire
period of the installation of the furniture and light fixtures.
The contractor will deliver all the necessary items needed for maintenance and eventual replacements.
The joinery must be completely functional.
The joinery will be delivered fully finished and equipped.
Execution
1. Dormer window
2. Wooden doors for the interior
1. The dormer window will be made according to the specifications given in the detailed drawing no.
DT1e and the architectural section A07.CROSS SECTION B-B`. Laminated wood joinery and clear or
opaque double insulated window with the following structure: Clear double insulated glass, with 4mm
COOL-LITE SKN 154 sheet composition or XTREME+16mm Argon+4mm PLANICLEAR or
equivalent, with laminated wood profiles. Iron sheet jamb, according to detail no. DT1e.
2. All the wood doors will be made according to the specifications indicated by the manufacturer. The
doors will be painted white and their dimensions are given in the list of joinery work, (A22.Doors and
Windows Schedule) the doors will have no frame and they will be aligned to the wall. If the finishes are
different (different types of floors in the two rooms) the separation will be made under the door panel
with either an aluminium L shaped separation rod (the finish support panel will be raked near the two
types of floor joining points and the L shaped profile will be mounted so that there will be no difference
in height between the two surfaces) or “T” shaped profile (set between the two finishes). Where the floor
layer allows it, the L shaped profile will be used. The aluminium profile will be painted white.
30
Note: the joinery will be protected during the entire period of the execution of painting and finishing
works.
Accessories
The doors will be delivered with all the accessories.
The doors will be already painted when delivered from the factory, and will be protected with PVC
membrane.
Painting them on site is not permitted.
Additional operations. Protection measures
The woodwork will be protected from bumps, scratches, throughout the period of storage, mounting,
until handed over to the acquirer. If they so request, the protection of the woodwork will be left on during
the furnishing period as well.
 Aluminium joinery – U profile
General data. Description and application limits
Exterior joinery, visible, made from U shaped metallic profiles, dyed RAL 7016.
Materials
U shaped metallic profiles
The U shaped aluminium profiles joinery will be delivered completely finished and painted RAL 7016.
The windows will be delivered with the respective profiles.
Sealing materials
1. Clear or opaque double insulated window with the following structure: Clear double insulated glass,
with 4mm COOL-LITE SKN 154 sheet composition or XTREME+16mm Argon+4mm PLANICLEAR
or equivalent, fixed with U shaped profile recessed in the log.
2. Sealing rubber fittings or similar.
Technology of execution
1. The mounting space will be cleaned by brushing
2. The profiles will be mounted according to the requirements and the specifications from the
manufacturer.
Tests
The window at the split-level must be operated (open and close) correctly, without difficulty.
There must be no unsealed areas. The U shaped aluminium profile must be mounted perfectly
vertically.
Note: the joinery will be protected with a thick PVC membrane during the entire period of the execution
of painting and finishing works.
Preliminary operations
Before the installation of the profiles the following must be verified:
- the quality of the previously executed works;
- the correspondence between the mounting hole dimensions and the profiles dimension
- the marking of the mounting lay-outs.
 Frameless glass doors
General data. Description and application limits
31
Different sized glass doors, with no frame and metallic handle. The details regarding the handle will be
found in the A22.Doors and Windows Schedule.
Materials
Tempered glass door sheet (1 piece of 12~14mm glass sheet) with pivot.
Metallic handle
The locking device for the main entrance will be placed at the bottom or an integrated system will be
used, so that it fits the overall image of the project.
Technology of execution
Simple glass doors with pivot and foldable glass doors at the main entrance. For details check the list of
joinery work (A22.Doors and Windows Schedule).
B.II.5.b. PAINTWORKS
General data. Description and application limits
It is required that the used products offer guarantees that their characteristics remain unchanged.
The joinery painting will be done at the manufacturer.
The metal profiles painting will be done at the manufacturer.
 Plasterboard finishes in dry rooms – white paint
Production technology for the washable paint coatings on the interior surfaces.
The washable paint coatings will be applied on the plastered interior surfaces.
Plastering
Preparatory operations
Works that must be completed before the surfaces are plastered:
- control of the surfaces to be plastered, the support surfaces must be left for some time in order to assure
that all contractions or settlements are finished;
- all works whose simultaneous or subsequent execution might deteriorate the plaster coatings, must be
completed before hand;
- support surfaces must be clean;
- surfaces must not have higher deviations from the plan or vertical positions than those provided for the
specific construction elements in the technical specifications book;
Execution of the apparent layer
The plastered surfaces that are about to be painted, will be made by applying a layer of approx. 2mm of
plaster.
The plaster will only be applied on a support layer that has a certain amount of humidity, in the strictly
necessary quantities, before the hardening of the plaster.
The plastered surfaces must be smooth, with no unevenness, undulations, and cracks or visible marks of
the local reparation works;
The jointing edges between the walls and ceilings and all corners must be straight, in right angle, vertical
or horizontal.
The plastered surfaces must not have cracks, holes, uncovered areas.
The paint job will be executed in the following order:
- paint primer
- diluted paint applied in two layers
32
Beforehand, the plastered surface will be verified and repaired if needed;
The primer will be prepared by mixing in bowl equal quantities of paint and water.
The primer will be applied only by hand with a wide brush or a lime brush; the drying time is of minimum
2 hours at the temperature of +15oC and one hour at the temperature of +25oC or higher.
The finish painting will be applied in two layers of water diluted paint, in proportion of 4:1 (volumetric);
with an under pressure pistol; before use the paint will be strained by a 900 holes / cm2 bolter. The paint
buckets and vessels will be closed hermetically. When the works will start again, the paint will be well
homogenized before use.
The paint will have an even colour, with no stains, leaking, hair from the brush, brush prints, local
corrections that stand out from the general colour.
A local deviation is allowed but not larger than 2 mm from the straight line.
The separation line between the painting of the walls and that of the ceiling must be distinctive with no
overlaps or undulations.
 Corrections of the pain jobs applied on the wood surfaces
All the paint jobs for the laminated wood bars will be done in the factory.
a. Structural stratified wood bars (and reinforcements) – mate, colourless varnish;
b. Stratified wood steps of the garden access stairs – mate, colourless varnish;
c. The interior and exterior oak or beech floors - mate, colourless varnish;
d. Resinous wood logs – wax and grey colour varnish;
e. The upper floor stair made in wood logs– wax and grey colour varnish;
f. The garden alley logs – wax and grey colour polish.
The paint job
Note: The operation is in regard only to the corrections of the paint jobs made by the factory!
The varnish paintings must present, on the entire surface, the same color and mate aspect.
The paint must be applied in very good conditions and the result must be perfect, without transparent
layers, spots, separations, wrinkles, blisters, leaks, cracks, fissures that might generate separation, clumps
of dye, irregularities in grouting or sanding, hair, traces of poorly mixed paint and others alike.
The initial wood color will affect the final result.
The in-between sanding with smooth sandpaper improves the adherence between the layers and generates
a perfect smooth surface.
B.II.5.c. FLOORS
The proposed flooring types are:
- high traffic PVC carpet
- teak flooring
- oak or beech flooring
- OSB boards
Materials
The used materials will fulfil the characteristics required by the technical regulations and standards
specified in the related chapters and they will respect the applicable Italian law and the regulations, the
participation guide and the specifications of Expo 2015.
Execution
33
The floors will be installed only after all the woks beneath them and their prescribed tests are completed
(channels, foundations, pipes, electrical, sanitary and heating installations), and also after all the
construction-assembly works, that might damage the floor are finished.
When the new floor’s support layer is made of concrete or reinforced concrete, these support surfaces
must be prepared by cleaning and washing with water in order to remove the impurities or the plaster
left-overs. The cleaning will be done with brooms and brushes.
If there are irregularities, greater than those permitted by specific regulations a layer of levelling
compound will apply.
- The various floor penetrations, the joints between the prefabricated elements of the floor, the large
depressions, etc. will be sealed or grouted, by the case.
- Before the floors are executed, the heating and sanitary pipes that penetrate the floor will be tested for
proper insulation, in order to exclude any contact between the pipes and the floors or ceilings.
Execution of the support layer
The rigid support layer must have a smooth and plane surface. In the areas where there are irregularities
above the admitted deviations, the surfaces will be corrected by pointing, cleaning and washing.
Execution of floor coating
The execution of the wear layer (the coating) for each type of floor will be done according to the
provisions from the following chapters.
 PLASTIC MATERIAL FLOORS
This chapter contains specifications for the floors executed from plastic materials:
- P.V.C. carpet installed on the entire surface of the ground floor and in the upper floors lavatories. For
details check the detail drawings from the architecture sections no.DT1a, DT2a, DT3a, DT4a, DT5a and
DT11c.
Materials
- PVC carpet
- Bonding agents and diluents
- OSB boards – at the upper floor.
Execution
The following works must be completed before the floors execution begins:
1. Interior plastering (including the repairing works) of walls and ceilings;
2. Coatings and paintings;
3. Fitting the joinery of windows (including the glass);
4. Electrical, sanitary and heating installations (including the pressure tests).
The levelling screed support layer is made of poured light concrete mixed with sand, power float treated,
with a thickness of 5,2cm over the concrete slab.
Protection measures for the support layer
The levelling screed support layer will be protected by the following measures:
1. they will be protected against deteriorations generated by loam, paint etc. during the execution of
the painting and coating works;
2. they will be protected against the aggressive chemical substances that attack and destroy the
material: mineral and organic acids (chlorine hydride, dipping acid, azotic acid, acetic acid, lactic
acid. etc.), alkaline substances leaches, mineral oil products (mineral oils, diesel-fuel, naphtha.
34
Lamp oil etc.), sugar products, salts (sulphates, brine, etc.), oxidant substances (sodium
hypochlorite, bi-chromates, chromates, azotizes, etc.), vegetal oils.
Floor coating execution
The PVC carpet installing operations:
1. In the rooms where the PVC carpet will be laid, a temperature of at least + 16 C degrees and an
air relative humidity of maximum 65% will be provided with at least 48 hours before the installing
works begin. This condition will be maintained throughout all the works and at least 30 days after
their completion.
2. The support surface must be checked and carefully cleaned, removing and correcting all the
imperfections and impurities and all the dust will be removed by brushing.
3. Before the PVC carpet is glued, in the situation in which the support layer, after cleaning, has
frequent irregularities, the correction will be made by applying a thin layer of plaster (maximum
1, 5 mm thick).
4. Before the plastering, the surface will be primed and left to dry for minimum 2 hours.
5. The putting or the plastering will be executed with a cement plaster, that will be applied with
minimum 24 ore before the PVC carpet is installed and its composition will depend on the type
of PVC carpet provided by the project.
6. 3-4 hours after the plastering or 14-16 hours after the putty is applied, the surface will be polished
with abrasive stone and will be dusted by brushing.
7. With 24 hours before the gluing, the PVC carpet will be brought into the room, for
acclimatization; subsequently it will be cut and placed in position.
8. A thin adhesive layer (0,200… 0,250 Kg/m2) will be applied in the same time on the support
surface and on the PVC carpet or tiles.
9. After approx. 20...40 minutes, from the moment the adhesive was applied, the carpet will be glued
manually by pressing in order to avoid air intrusion under the material.
10. After gluing all carpet stripes, the floor will be pressed with a long handler metallic roll (25…30
kg), covered on the exterior in elastic bands of soft rubber.
11. Any adhesive left overs will be immediately removed from the carpet surface and the joints will
be checked in order to ensure a perfect gluing.
12. In the situations indicated by project, the joints will be welded with plastic PVC strips; the
operation will be executed with a Zinsser type welding machine.
13. The carpet will be glued on its entire surface, without bumps or loose corners or edges.
14. The joints between the carpet bands will not be bigger than the permitted dimensions: 0,5mm
wide
15. The surfaces will be completely plane and smooth; no bumps or depressions are allowed
16. The floor surface will be clean and polished; no stains are allowed.
Floor finishing
The PVC carpet surface will be cleaned of the eventual adhesive left-overs by rubbing with a dry and
rough cloth.
The carpet will be glued on its entire surface, without bumps or loose corners or edges, while the joints
between the carpet bands will not be bigger than the permitted dimensions: 0,5mm wide.
The carpet will be completely plane and smooth, no bumps, depressions or stains are allowed.
NOTE! At the upper floor, the rectangular pipe grid located under the OSB board will be
supplemented in order to avoid the floor to bend. For details check the architectural detail DT11c.

WOOD FLOORS
35
This chapter contains the specifications for the wood floors:
- Exterior teak flooring – ground floor
- Exterior and interior oak or beech deck – first floor restaurant
- OSB board floor
Materials
The deck at the ground floor level will be made entirely out of massive wood, out of the most resistant
and hard wood essences: Ipé, Itauba, Bangkirai, Cumaru, Garapa, Teak etc. In the present situation teak
will be used.
The wooden slats have large dimensions, 90 mm width, lengths of 800-5000 mm and 19/21 mm
thickness, adequate to bear considerable weights and forces.
The support structure profiles are made of the same essence, with 90 mm width, 800-5000 mm length
and thickness of 19/21 mm. For details check the drawing in the architecture section A08.Section CC`,
DD`, EE`.
The oak or beech deck made of large elements having each 90mm width, various lengths and 20mm
thickness will be placed on a support of bars with various dimensions. For details check the architectural
details DT1c, DT2b, DT5c and D10.
Execution
The deck will be installed on floating profiles, made of the same wood essence or from a different essence
that will be fitted at the exterior and fixed with screws. In order to obtain a plane surface, plastic plots
will be installed after fixing the elements with screws. At installation, between the wooden elements a
5mm dilatation joint will be provided.
The wooden elements are placed above the profiles and they are fixed on them with a hidden holding, as
such the screw will be placed underneath, from the profile to the wooden element, with the same
condition that 2 screws are fixed in each wooden element.
The deck will be installed on rectangular pipe profiles.
Positioning the support-elements for the teak deck
The wood used for the structure must have the same density and durability as the wood used for the wear
layer. The structure elements must be well attached by adequate mechanical or chemical means to ensure
an anchorage that will be stable in time. In the situation when materials as cement or concrete are used,
the wooden deck will be installed only after the support materials are completely dry. It is fundamental
that the structure elements are placed in parallel with the slope line, in order to avoid humidity.
The distance between the structure elements depends on the thickness of the deck elements, as follows:
• the 19 mm thick slats need a 350-450 mm distance
• the 21 mm thick slats need a 400-500 mm distance
It is recommended that the each deck element is fixed on each structure element.
Fixing the slats on the structural elements - the case of the teak deck
The slats are fixed on the structure with screws; their fixation with nails must be by all means avoided.
All the exotic wood for decks presents a hardness that requires pre-boring in order to avoid wood cracking
risks. For this operation adequate spirals for hard wood are indicated.
For the installation with hidden screws, their dimensions will be proportioned according to the anchor
elements.
In this type of fit, the screws are fixed from underneath to the surface of the wood, boring the beams and
filleting inside the slats.
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Screws of adequate lengths must be used in order to prevent them to break-thru the wood on its entire
thickness. The fixation distances of the screws depending on the exterior edges and the ends of the wood
will remain as mentioned earlier.
Protection measures for the support layer
It is important that the wooden slats are cleaned with water before they are installed, in order to avoid
the emersion of the tannin at the first rain. The tannin can generate stains on the wood’s surface. The
wood can also be stained due to sun exposure before the primer and oil are applied.
Floor finishing
In order to solve the roughness problem, the wood will be heavily wetted. Once the floor dries off, it can
be polished with an abrasive paper.
In order to prevent the wood natural oxidation made by the UV radiations (grey-silver coloring) and to
make it more pleasant at touch a special exterior oil will be applied. Using the oil also allows a better
exudation of the wood that results in less scratching. Application of the oil must be done according to
the indications provided by the producer.
Storage conditions
Until they are installed the wooden slats must be bound with belts at their ends in order to prevent curving.
Oak or beech interior and exterior flooring – upper floor restaurant
At the upper floor, in the restaurant and on the terrace the interior and exterior flooring will be done in
massive wood. An oak or beech deck (of 20mm thickness), finished with a colourless, matte varnish will
be used. The structure will be made of 40x80mm rectangular bars that will be fixed on the 9x25cm
stratified wooden beams. For details check the detail drawings DT1c, DT2b, DT5c and D10.
OSB board flooring – split level
At the split-level, the floor is a 20 mm thick plank-floor, with an OSB board placed under it and fixed in
the ∅ 25cm resinous logs.
B.III. COMPLETION WORKS, ARRANGEMENT AND ENDOWMENT OF THE PAVILION
B.III.1. WALL CLADDINGS
B.III.1.a. White glass cladding in the restrooms
General data. Description and application limits
In the elaborated technical specifications the following interior claddings can be found: glass claddings,
installed in the restrooms.
Materials.
Mass coloured 8mm white glass sheets.
Special adhesive for mounting of the glass sheets
Putty or waterproofing silicone for the wall-floor joining area.
Execution.
- The glass panels will be placed one close to the other with no joint spaces.
- The mounting will be made with special adhesive.
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- Putty or waterproofing silicone will be used for the white PVC floor - wall joining area.
- Complete glass panels with dimensions provided in the views of the restrooms. (A25-32)
Appling the glass panels
The back side of the glass panels will be brushed in order to remove the dust or other impurities.
Mounting of the glass panel will be done according to the detailed drawings in the views of each restroom
wall. After the preparation works for these surfaces are completed, over the plasterboard wall (25mm
double coated) in the height humidity rooms, an 8mm white mass coloured glass sheet will be mounted
with special adhesive.
Protection measures
The installed surfaces will be protected against dirt and scratches, with a PVC protection membrane,
until the completion of works in the respective areas.
Completion
The general aspect of the cladding/covering will be smooth and will respect the project design.
Flatness, verticality and horizontality of the surfaces, fine execution of the joints, the fixing of the glass
tiles on the walls will be done mandatory according to the views of the restrooms
No colour differences between different glass boards, dirt stains, broke polishes on the visible areas are
permitted.
The intersection lines between the cladding of adjacent surfaces at the corners must be vertical and
straight.
The panels will be well fixed on the supporting surfaces. The holes and the dowels of the sanitary ware
fixing screws will not be visible.
B.III.1.b Tempered glass with spider structure for the protection of the wooden structure and the
thatched roof
Materials.
Tempered 12~14mm glass sheet held by the roof timbers with a spider system.
B.III.2. Tempered glass rails
General data. Description and application limits
In this chapter are presented the necessary materials and the technical conditions for the execution of the
guard rails.
Materials
The tempered glass rails and the stair rails are composed by two 10mm sheets + membrane in the middle
Metallic profile for holding the tempered glass rail and LED strip hidden in the profile to illuminate the
rail.
Execution
Check the architectural details DT4b, DT5b, DT1b, D8, D7, DT10a, D11 and DT11b.
Phases of execution
The actual rates obtained by measurements of mounting locations will be checked (goals, distances
between construction elements etc.) and, if required, necessary fixes will be performed.
38
The construction elements fixing items are mounted or the mounting conditions are created for them.
The installation of the glass rail, according to the project, with fixing elements, is done with care in order
to obtain these constituent elements that will participate in overall view of the building, both functionally
and aesthetically.
In order to obtain this, the horizontal, vertical and alignment requirements will be respected, within the
admitted tolerances that will be verified on each stage of the installation.
B.III.3. Aluminium plinths
Materials.
U shape aluminium sheet plinth
Execution
The second plasterboard layer will be 51mm shorter, in order to allow the mounting of the 50mm
aluminium plinth, U shaped white profile, that will be mounted with a symmetrical corner element, and
where necessary, with a 25x12mm asymmetric corner element. The U shaped plinth will be made of
aluminium sheet and will be painted white.
For details check the architectural details DT2a, DT8c.
B.III.4. Handrail for the access stairs to the garden
Materials
The hand rail for both access stairs to the garden will be made of stainless steel bars.
B.III.5. Gutter beside the terrace of the first floor house
175x205x5mm gutter from stainless steel sheet, waterproofed, mounted in the screed with a metallic
angle piece. For details check the architectural details DT1c, DT4d, DT2b, DT5c
B.III.6. GARDEN
General data. Description
The garden will be made according to the details given in the architectural details and the general plants
lay-out from the drawing A12.Garden plan.
The target is to create a green area for permanent rest and relaxation, on the six month international
exhibition period. This universe of plants, fruit shrubs and flowers will serve to fascinate the visitor when
sitting down at the restaurant terrace, not only by the diversity of the vegetation, but also by the special
flavours.
The appearance should be diverse, live, and colourful, without void areas with missing vegetation or
damaged plants by pests. Dry, faded, withering plants or the ones with unpleasant appearance should be
avoided (to be replaced if it is damaged)
The plants must be grouped by their needs (light, water, nutrients) but these functional criteria can be
combined with aesthetic criteria, established by their colour and flavour.
Materials and plants
Composition: topsoil for the plants, growing soil that varies around 40cm, geotextile draining membrane,
10cm water drainage system with special plastic granules that replace the gravel, specified by the
manufacturer according to weight, 4mm root proof membrane, 3mm auto adhesive waterproofing
membrane, 1% slope screed with variable heights depending on the area - 3-6cm, vapour barrier,
diffusion layer, 7cm corrugated sheet, wooden beam structure (9x25cm).
List of plants planted in the garden
1. Wheat (Triticum aestivum)
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2. Fruit scrubs – blueberry, gooseberry, red and black currant (Vaccinium myrtillus, Ribes uvacrispa, Ribes rubrum, Ribes nigrum)
3. Aromatic herbs – savory, basillicum, salvia, absinth, parsley, lavage. (satureja hortensis, ocimum
basilicum, salvia officinalis, artemisia absinthium, petroselinum crispum, levisticum officinale)
4. Perennial plants– brotherwort and calluna (Thymus serpyllum, Calluna vulgaris)
General characteristics and maintenance conditions
A wheat cordon will be placed around the garden, approx. 50cm thick and 110cm high, that will be grown
alternatively (it will be planted combined, on different age groups) so that the maturity period will not
be overpassed during the exhibition period.
The fruit scrubs will be planted at minimum distances, assuring continuity between the plants and a
minimum 90% soil coverage. In order to obtain this, the flowers and aromatic herbs will be placed as
close as possible to the stem of the fruit scrubs.
It is important to consider that some plants need more sun in order to preserve their specific flavours.
The garden will be irrigated by a dropping system, fuelled by a tank buried in the ground that accumulates
rain water. The water obtained by the air-conditioning systems condensation will also be used.

Wheat - Triticum aestivum - The planted wheat is measured in germinated grains (kg)/sm and
usually 750 grains/sm are seeded.
Care works: The wheat culture is not difficult, the cultivated fields do not require a special arrangement
or high maintenance works. Between seeding and harvesting, there is no difficult labor. The wheat
blooms after 3-4 days after earing and the blooming period is 3-5 days. Generally, the wheat has low
demands regarding the temperature.
 Blueberry – Vaccinium myrtillus
Care works: trimmings will be made in order to air the scrub and to allow the light to reach the branches
from the interior of the scrub, and, in order to maintain its productivity, the old stalks will be removed.
The soil will be maintained grass-free by covering the soil with mineral or vegetal materials (leafs,
sawdust etc.). Fruit harvesting is done when it gets the specific color variety.
 Gooseberry – Ribes uva-crispa
Care works: for a good development, the scrubs must be trimmed periodically in order to remove the
broken, dry or contaminated branches. A special treatment, with a pest prevention substance made of
burnt lime, bluestone and glue will be applied in order to prevent the mildew of the fruits (they get black
and fall down).
 Red and black currant – Ribes nigrum, Ribes rubrum
Care works: grows and makes fruits better when it has sufficient light. Does not have temperature
demands and it can grow among other scrubs. Needs more water in the blooming and fruiting period. It
is important that the currant is cut before the buds blow. The fruits are picked when they have the specific
colour depending of the soil.
 Aromatic herbs
Care works: they need a lot of light (at least 6 hours per day), a fertile soil and a good drainage for the
excess water. They can also be used dried, most of them having medical properties and they can be
preserved for long periods of time. They are not demanding regarding the soil fertilization but it is
recommended that the soil to be enriched with vitamins.
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They can be grouped by their colour or flavour. These plants are essential to define the different areas
of the garden and to keep away harmful insects or to support the growth of other plants.
 Perennial plants
Brotherwort (Thymus serpyllum): Aromatic, small perennial plant (approx. 10cm height and 10-30cm
large). The leaves are not persistent, they are small, dark green, with a strong smell and also small
flowers, grouped in clusters, coloured and with nice perfume. This plant loves the sun and does not
require special attention; it should be watered once every 2 days.
Calluna (Calluna vulgaris): Scrub of small dimensions with persistent leafs, green during the summer
and brown during the autumn. The flowers are abundantly produced from the end of summer to
autumn, the plant being resistant to low temperatures. The plant does not have special demands
regarding the soil, but it does not like hot weather; it should be planted in the shadowed areas.
B.III.7. Wooden stump alley in the garden
15-40cm wide and 15cm high wooden stump alley, made of resinous wood (fir, pine-tree or larch)
positioned after the soil layer had been compacted to prevent collapsing. They will be treated fireproof,
waxed and painted with grey paint. For placing details check drawing no. A04 – First floor plan.
B.III.8. Arrangement of the ecological pond
Materials
1mm EPDM membrane, Geotextile, pressure filter (with UV lamp) with recirculation pump, 2 UV
lamps (additional filtering capacity), surface Skimmer, Air pump/oxygen 6.000l/hour, Bio booster,
break stone for ornament (on the entire surface of the pond), PHD water duct.
Maintenance
The quality of water used to fill the pond should be checked carefully for better maintenance.
Throughout the exhibition optimal pond maintenance will be ensured, so that the look is always clean
and tidy. Periodical cleaning will be conducted to remove the algae or other pollution, accidental or
from natural causes.
B.III.9. ASSEMBLY / ENDOWMENT WORKS
B.III.9.a. ASSEMBLY / ENDOWMENT OF THE TERMINAL INSTALLATIONS
For execution details check the chapters mentioned below:
1. SANITARY INSTALLATIONS – B.II.1.a
2. ELECTRICAL INSTALLATIONS – B.II.1.b
3. HVAC INSTALLATIONS– B.II.1.c
4. LOW VOLTAGE INSTALLATIONS – B.II.1.d
B. III.9.b. ASSEMBLY / ENDOWMENT OD THE LIGHT FIXTURES
General data. Description and application limits
This chapter presents the technical conditions for the installation of light fixtures and their technical
characteristics. For the multifunctional hall lighting also check the document: Annex no.2.A.
Specifications for the Romania Pavilion at Expo 2015 Milan, Italy.
EXTERIOR GROUND FLOOR LIGHTING
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 Down lights placed in the water
They will be placed in the water and recessed in the concrete slab. Plastic or wooden elements will be
positioned in the encasement before pouring the concrete, after the shape of the fittings that will be
removed later on. Plastic tubes will be placed under the concrete for the wire network.
Needs a 24V cc power source that corresponds with the number of spots that will be connected to the
circuit. A 25-30% power reserve from the source power will be provided in order to compensate the
power drops generated by the long distances.
 Down lights placed under the rest area chairs
They will be placed under the chairs in the waiting area and will be recessed in the concrete slab. Plastic
or wooden elements will be positioned in the encasement before pouring the concrete, after the shape of
the fittings that will be removed later on. Plastic tubes will be placed under the concrete slab for the wire
network.
 Down lights between the laminated wooden panels
They will be placed between the laminated panels at the main entrance, lighting the pan-pipe, recessed
in the teak wooden deck and in the concrete. Plastic or wooden elements will be positioned in the
encasement before pouring the concrete, after the shape of the fittings that will be removed later on.
Plastic tubes will be placed in the concrete for the wire network.
 Down lights placed in the concrete blocks
They will be placed the concrete blocks. Plastic or wooden elements will be positioned in the encasement
before pouring the concrete, after the shape of the fittings that will be removed later on. Plastic tubes will
be placed in the concrete for the wire network.
 Line type light fixture at the main entrance
LED lamp, (dimensions detailed in the lighting drawings) placed according to drawing A13. Lighting
and sound – ground floor and architectural detail DT10a.
 Line type light fixture at the service and staff accesses
LED lamp, (dimensions detailed in the lighting drawings) placed according to drawing A13. Lighting
and sound – ground floor and architectural detail D8.
INTERIOR GROUND FLOOR LIGHTING
 Moving head wash
They will be installed on a special bar in the ceiling of the multifunctional hall. For details check the
lighting in the architectural drawings (A13.Lighting and sound – ground floor) and in the installation
drawings.
 Moving head LED spot
They will be installed on a special bar in the ceiling of the multifunctional hall. For details check the
lighting in the architectural drawings (A13.Lighting and sound – ground floor) and in the installation
drawings.
 Profile spot
They will be installed on a special bar in the ceiling of the multifunctional hall. For details check the
lighting in the architectural drawings (A13.Lighting and sound – ground floor) and in the installation
drawings.
 LED par with colour mix
They will be installed on a special bar in the ceiling of the multifunctional hall. For details check the
lighting in the architectural drawings (A13.Lighting and sound – ground floor) and in the installation
drawings.
 Reflector type light fixture
42
Aluminium profile, for recessed installation, holding two LED spot modules, positioned as required or
needed and with a free space for loudspeaker.
Approximate length 320mm. The profiles total length will be established on site and the quantity of spot
modules fixed on the profile.
 Recessed line type lamp 85x1500mm
LED lamp with aluminium profile, for recessed installation, with frame. For details check A13.Lighting
and sounds – ground floor plan.
 Recessed line type lamp 85x900mm
LED lamp with aluminium profile, for recessed installation, with frame. For details check A13.Lighting
and sounds – ground floor plan.
 Recessed line type lamp 85x4740mm
LED lamp with aluminium profile, for recessed installation, with frame. For details check A13.Lighting
and sounds – ground floor plan.
 LED tube type lamp
LED lamps 1x900mm + 2x1200mm. For details check A13.Lighting and sounds – ground floor plan.
 Surface mounted lamp on the mirror
For exact position the architectural drawing containing the views of the restroom will be checked. (A25.
Views of the staff bathroom, ground floor)
 LED stripe – visitor restroom ceiling
PVC membrane tensioned upon heating and fitted on profiles fixed on the perimeter and above the
membrane a flexible LED strip will be fixed (A27+A28.Views of the guest bathroom, ground floor)
Needs a 12V cc power supply corresponding with the power of the stripes that will be connected to the
circuit. Do not exceed the 10m length stripe tight from one to another.
A power higher than 96W can be connected at the power source with the condition that for each 10m of
band a separate power cable is provided from the source to the band. A 25-30% power reserve from the
source power will be provided in order to compensate the power drops generated by the long distances.
 Aluminium profile with opal diffuser equipped with LED strip
Needs a 12V cc power supply corresponding with the power of the stripes that will be connected to the
circuit. Do not exceed the 10m length stripe tight from one to another.
A power higher than 96W can be connected at the power source with the condition that for each 10m of
band a separate power cable is provided from the source to the band. A 25-30% power reserve from the
source power will be provided in order to compensate the power drops generated by the long distances.
EXTERIOR FIRST FLOOR LIGHTING
 Exterior lamp for the garden
They will be placed in the garden, hidden from the visitors in the vegetal layer.
Needs a 700mA cc power supply corresponding with the number of spots that will be connected to the
circuit. A 15% power reserve from the source power will be provided in order to compensate the power
drops generated by the long distances.
 Exterior lamp for the alley
They will be placed around the alley, casting a grazing beam of light, assured by a mirror. It can be
equipped with a cleat for mounting in the soil.
 LED strip that illuminates the tempered glass rail
A power higher than 96W can be connected at the power source with the condition that for each 10m of
band a separate alimentation cable is provided from the source to the band. A 25-30% power reserve
from the source power will be provided in order compensate the power drops generated by the long
distances. For details check D T4f
43
 Pendulum type light fixture – on the roof timbers
LED light fixture, fixed by the roof timber, with hidden wire
 LED strip recessed in the wood log
A power higher than 96W can be connected at the power source with the condition that for each 10m of
band a separate alimentation cable is provided from the source to the band. A 25-30% power reserve
from the source power will be provided in order compensate the power drops generated by the long
distances.
INTERIOR FIRST FLOOR LIGHTING
 Recessed line type light fixture
LED lamp, dimensions detailed in the drawing A13.Lighting and sound – ground floor. Aluminium
profile, for recessed installation with frame, for fluorescent tubes.
 LED strip in the ceiling
A power higher than 96W can be connected at the power source with the condition that for each 10m of
band a separate alimentation cable is provided from the source to the band. A 25-30% power reserve
from the source power will be provided in order compensate the power drops generated by the long
distances.
 Surface mounted lamp on the mirror
For exact position the architectural drawing containing the views of the restroom will be checked. (A32.
Views of the staff bathroom, first floor)
 Pendulum type light fixture – on the roof timbers
LED light fixture, fixed by the roof timber, with hidden wire
 LED tube type lamp
LED lamps 1x900mm + 2x1200mm. For details check A13.Lighting and souns – ground floor plan.
INTERIOR SPLIT FLOOR LIGHTING
 LED strip recessed under the wood strips
A power higher than 96W can be connected at the power source with the condition that for each 10m of
band a separate alimentation cable is provided from the source to the band. A 25-30% power reserve
from the source power will be provided in order compensate the power drops generated by the long
distances.
 Pendulum type light fixture – on the roof timbers
LED light fixture, fixed by the roof timber, with hidden wire
NOTE:
1. FOR EACH LIGHT FIXTURE CHECK THE LIGHTING DESIGN (A13.LIGHTING AND
SOUND – GROUND FLOOR, A14.LIGHTING AND SOUND – FIRST FLOOR OR A15.
LIGHTING AND SOUND – SPLIT FLOOR), AND FOR THE RESTROOMS ALSO CHECK
VIEWS OF THE WALLS.
2. THE EXACT QUANTITIES ARE FOUND IN THE ANNEX No. 2.A. SPECIFICATIONS FOR
THE ROMANIA PAVILION AT EXPO 2015 MILAN, ITALY.
3. EACH LIGHT FIXTURE HAS SPECIFIED INSTALLATION DETAILS.
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B. III.9.b. ASSEMBLY OF THE SANITARY WARE AND RELATED ACCESSORIES
General data. Description and application limits
This chapter presents the technical conditions for the installation of the sanitary ware. The exact number
of equipment can be found in Annex no. 2.A. Specifications for the Romanian Pavilion at EXPO 2015
Milan, Italy.
Each sanitary ware will be place according to the architecture drawings (A03.Ground floor plan and
A04.First floor plan) and the views of the restrooms. (A25-A32)
GROUND FLOOR SANITARY WARE EQUIPMENTS
It is important to mention that the cut in the wall for the equipment will be made after the model for each
sanitary ware and accessory was chosen.
For details check the drawings A25.Views of the staff bathroom, ground floor, A26. Views of the staff
bathroom, ground floor, A27.Views of the guest bathroom, ground floor, A28. Views of the guest
bathroom, ground floor.
 Visitor restroom washstand (2pieces)
White ceramic or corian washstand with the approximate dimensions: 630x400x150mm, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check A27+A28.Views of the guest bathroom, ground floor.
 Visitor restroom toilet bowl + tank + clamshell (2pieces)
White ceramic toilet bowl with approximate dimensions: 540x360x360mm, buried tank, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check A27+A28.Views of the guest bathroom, ground floor.
 Staff restroom washstand
White ceramic or corian washstand with the approximate dimensions: 630x500x130mm, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check A25+A26.Views of the staff bathroom, ground floor.
 Staff restroom floor sewer
Drain in the floor with special adhesive waterproofing and sealing band levelled with the floor's finishing.
The drainage ditch is 50mm thick and 900mm wide, and its height is at the floor's level. Glass door or
textile curtains for the closure of the area.
For details check the drawing A25.Views of the staff bathroom, ground floor
 Visitor restroom tap with photocells (2pieces)
Tap with sensor cells, square shaped, approximate dimensions 152x152x211mm, straight pipe, and
chrome finish. There is the possibility for an eco-flow regulator to be installed in order to save water.
Placed on the washstand.
For the exact position check the drawings A27+A28.Views of the guest bathroom, ground floor.
 Staff restroom simple tap
Tap with single control, rectangular shape, approximate dimensions 160x35mm, 150mm height, chrome
finish. Placed on the washstand.
For details check the drawings A25+A26.Views of the staff bathroom, ground floor
 Staff restroom shower tap
Tap with single control, rectangular shape, approximate dimensions 220x140x80-65mm, chrome finish.
Placed in the wall.
45
For details check the drawings A25+A26.Views of the staff bathroom, ground floor
 Staff restroom shower head
Shower head with dimensions 300x300x226mm, placed in the ceiling.
For the exact position check the drawings A25+A26.Views of the staff bathroom, ground floor
 Hand dryer (2pieces)
Electric hand dryer, full power 2kW. For the exact position check the drawings A27+A28. Views of the
guest bathroom, ground floor
 Paper holder
For the exact position check the drawings A25.Views of the staff bathroom, ground floor
 Towel support
For details check the drawing A25.Views of the staff bathroom, ground floor
 Liquid soap dispenser (3pieces)
For the exact position check the drawings A25+A27+A28.Views of the guest and staff bathrooms,
ground floor
 Toilet paper holder (2pieces)
For the exact position check the drawings A27+A28.Views of the guest bathroom, ground floor.
 Mirrors (3pieces)
The width will be established according to the chosen washstand dimensions and will be mounted at the
wall's finishing level (the glass), bound by a special adhesive for mirrors.
For the exact position check the drawings A25+A27+A28.Views of the guest and staff bathrooms,
ground floor.
FIRST FLOOR SANITARY WARE
It is important to mention that the cut in the wall for the equipment will be made after the model for each
sanitary ware and accessory was chosen.
For details check the drawings A29.Views of the guest bathroom, ground floor, A30. Views of the guest
bathroom, ground floor, A31.Views of the guest bathroom, ground floor, A32. Views of the staff
bathroom, ground floor.
 Visitor restroom washstand (2pieces)
White ceramic or corian washstand with the approximate dimensions: 630x500x130mm, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check the drawings A29+A30+A31. Views of the guest bathroom, first floor.
 Visitor restroom toilet bowl + tank + clamshell (2pieces)
White ceramic toilet bowl with approximate dimensions: 540x360x360mm, buried tank, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check the drawings A29+A30+A31. Views of the guest bathroom, first floor
 Visitor restroom floor sewer
Drain in the floor with special adhesive waterproofing and sealing band levelled with the floor's finishing.
The drainage ditch is 50mm thick and 900mm wide, and its height is at the floor's level. Glass door or
textile curtains for the closure of the area. For the exact position check the drawing A30.Views of the
guest bathroom, first floor
 Guest restroom shower tap
Tap with single control, rectangular shape, approximate dimensions 220x140x80-65mm, chrome finish.
Placed in the wall. For details check the drawing A31.Views of the guest bathroom, first floor
 Visitor restroom tap with photocells (2pieces)
46
Tap with sensor cells, rectangular shaped, approximate dimensions 152x152x211mm, straight pipe, and
chrome finish. There is the possibility for an eco-flow regulator to be installed in order to save water.
Placed on the washstand.
For the exact position check the drawings A31.Views of the guest bathroom, first floor.
 Staff restroom washstand
White ceramic or corian washstand with the approximate dimensions: 630x500x130mm, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check A32.Views of the staff bathroom, first floor.
 Staff restroom toilet bowl + tank + clamshell (2pieces)
White ceramic toilet bowl with approximate dimensions: 540x360x360mm, buried tank, over hanged,
rectangular shape. The wall cut will be made after the model was chosen.
For the exact position check the drawing A32. Views of the staff bathroom, first floor.
 Staff restroom floor sewer
Drain in the floor with special adhesive waterproofing and sealing band levelled with the floor's finishing.
The drainage ditch is 50mm thick and 900mm wide, and its height is at the floor's level. Glass door or
textile curtains for the closure of the area. For details check the drawing A32.Views of the staff bathroom,
first floor
 Staff restroom simple tap
Tap with single control, rectangular shape, approximate dimensions 160x35mm, 150mm height, chrome
finish. Placed on the washstand.
For details check the drawings A32.Views of the staff bathroom, first floor
 Staff restroom shower tap
Tap with single control, rectangular shape, approximate dimensions 220x140x80-65mm, chrome finish.
Placed in the wall.
For details check the drawings A32.Views of the staff bathroom, first floor
 Staff restroom shower head
Shower head with dimensions 300x300x226mm, placed in the ceiling.
For the exact position check the drawings A32.Views of the staff bathroom, first floor
 Hand dryer (2pieces)
Electric hand dryer, full power 2kW. For the exact position check the drawings A29+A30. Views of the
guest bathroom, first floor
 Paper holder
For the exact position check the drawings A32.Views of the staff bathroom, first floor
 Towel support
For details check the drawing A32.Views of the staff bathroom, first floor
 Liquid soap dispenser (3pieces)
For the exact position check the drawings A29+A30+A31.Views of the guest and staff bathrooms, first
floor
 Toliet paper holder (3pieces)
For the exact position check the drawings A29+A30+A31+A32.Views of the guest and staff bathrooms,
first floor.
 Mirrors (3pieces)
The width will be established according to the chosen washstand dimensions and will be mounted at the
wall's finishing level (the glass), bound by a special adhesive for mirrors.
For the exact position check the drawings A29+A30+A31+A32.Views of the guest and staff bathrooms,
first floor.
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 Handrail for the disabled
For the exact position check the drawing A30.Views of the guest bathroom, first floor
B.III.9.d. INSTALLATION OF THE FOOD AND REFRIGERATION EQUIPMENTS
General data. Description and application limits
This chapter presents the necessary equipment for the public alimentation area, the exact number of
equipment are found in the document Annex no.2.A. Specifications for the Romanian pavilion at EXPO
2015 Milan, Italy and the position of each element is given by the architectural drawing A18.Electrical
layout - split floor plan and the technical installation drawings IS004. Split floor plan, IE006.Attick
sockets layout) THESE EQUIPMENTS ARE PROVIDED BY THE ACQUIRER
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Sink with double vats + Tap
Sausage slicer
Ice machine
Dishwasher
Refrigerator for food storage
Refrigerator for cold drinks
Refrigerator
Mixed electric oven for cooking / pastry
Electric stove with 6 burners
Hood
Wine refrigerators
Showcase with cold and warm incorporated module
B.III.9.e. TECHNICAL EQUIPMENTS, AUDIO-VIDEO, MULTIMEDIA
General data. The responsibilities of the tender
The tender is responsible with the correct set-up, connection and functionality of all technical equipment,
which are object of Annex no.2. A
Plotting the signal and power cables required to operate the machinery is the responsibility of the tender
and must be done according to detailed drawings. (Cabling diagram for the mobile LED panels)
In the rendering phase, the tender must provide the operators with an operating manual of all technical
equipment. Also, the tender will be responsible for the training process of operators who will coordinate
the activity of the Pavilion.
Technical general specifications for the audio/video systems
The tender will be responsible for the good functionality of the lighting, audio and video systems, as it
follows: the exterior and interior lighting will be assured through a combination of LED intelligent lights
and LED video surfaces – a video screen system will be placed inside the ground floor, with highresolution LED panels. Operated through multimedia servers, the panels are able to project a singular
image or composing spectacular images which will create a sense of total immersion in the theme story,
developed by this type of support, with other words, being in complete correspondence with the
exhibition content of each area.
The tender shall ensure the installation, connection to the signal source and power of all technical
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equipment and their operation in the best conditions, as all the technical equipment to play the video and
audio materials in the pavilion, as follows:
• The entrance area will have a sound system that will play a song in the loop, which will be aired from
the media server found in the technical room at the ground floor.
• Background sound for the entire pavilion, ground level and outdoor garden, will be played from a CD
from the media server in the technical room.
• LED systems at the entrance and exit of the Pavilion, connected to the media server equipment room
downstairs, will run multimedia content in the loop.
• LED screens on the ground floor, which will be connected and controlled from the media server in the
technical room from the ground floor, will play multimedia content in the loop.
• The ultimate goal of the video system is to ensure the broadcast of a video/movie/singular image, both
on each of the LED screens and simultaneously on all screens.
• LED screens from inside and outside of the multipurpose hall, as well as the ones placed outside the
souvenir shop, must be connected to the main media server, so it broadcasts synchronized movies in the
loop.
• The screens attached to the rotating panels of the multipurpose hall will be connected so they will have
the ability to play either one movie in the loop on each panel (1 indoor and 1 outdoor) or when the LED
wall is displayed fanwise to play 16 different images in the loop outdoors and 16 images indoors.
• The systems in the multifunctional room:
- The audio system for events will be connected, tested, to ensure control of the media server
- The lighting system above the room will be connected to signal cables and power cables and the
control will be done from the media server in the technical room
- Screens in the room, which can play the same movie at once, or different movies on all screens
(up to 19 videos simultaneously on the LED screen) will be connected through signal cable and
media server, being directly operated from the media server
• The LED screens in the restaurant area must air the same image/movie simultaneously in the loop,
through command from the media server.
The technical room will serve the entire pavilion and will include laptops, media servers, and high-speed
Internet connection, access to electrical outlets. The signal cables will be connected from the technical
room to the audio-video systems in the pavilion, according to the sketches.
Testing period and implementation
The tender will be responsible for testing the audio and video systems for all the areas in the Pavilion.
To test the functionality capabilities of the video systems in the Pavilion, the tender is responsible to
conduct tests with random images and videos, which should run in optimal conditions, according to the
information above.
The audio tests in the Pavilion will include testing the audio system in the multipurpose hall and the
audio system for background sound, broadcasted from a CD. The ambient sound must be broadcasted
simultaneously in all the Pavilion’s speakers (interior and exterior).
The testing of the audio and video systems will include (but not limit to):
- Visual checking of the equipment
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Testing the screens with images and videos running on all screens simultaneously and separately,
in loop system
Testing the screens with images and videos running on all screens, one video on each wall (one
inside and one outside), in the loop, or when the LED panel wall is in range format to play 16
different images in the loop system outside and 16 pictures inside
Visibility of the indoor LED and LCD screens, daytime and night
Visibility of outdoor LED displays, daytime and night
Checking the ambient sound system, sound evenly dispersed throughout the pavilion
Checking audio system at the entrance area, that will play a song in the loop
Checking the lighting system of the Pavilion
Operational testing shall be performed with the equipment running according to the project (at least 14
hours per day, between 9:00 to 11:00 p.m.).
Technical memoir
The tender must submit a technical memoir, together with the technical offer, through which he proves
his abilities to conduct a proper functionality of the audio/video/lighting system, which includes (but do
not limit at):
- Description of the audio - video system functionality
- Description of how to install audio and video equipment and technical operators needed for completing
the installation
- Provide detailed data sheets for each equipment proposed
- Breakdown of audio-video system operation
- The techniques they will use, work schedule and any other relevant details
NECESSARY EQUIPMENTS
EXTERIOR
Outdoor Audio system at the entrance area:
 Outdoor speakers
 Multi-zone audio amplifier
 LED banner system at the main entrance
 LED banner system at the secondary entrance
INTERIOR GROUND FLOOR
Audio system:
 Ceiling recessed indoor audio speakers
 Multi-zone audio amplifier
 Audio signal matrix
Wi-Fi system:
 W-fi hot spot system
 Wi-Fi router
 Laptop.
LED screens:
 Indoor fixed LED panels
 Indoor rotating LED panels
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LED processors
Power system for the LED screens.
Media server 6-12 layers
Media server 2 layers
Cables and connects
Multipurpose hall:
 DMX light console
 Dimmer rack
 Power supply for the stage lights
 DMX cabling system
Technical room:
 Audio mixer
 Mobile audio system
 Mobile Line array top cabinet
 Subwoofer cabinet
 Audio wedge monitors
 Wireless microphones
a. Wireless handheld microphones
b. Antenna distribution system
c. Wideband UFH wireless directional antenna
d. Coaxial cable
 Wired microphones
a. Drum microphones
b. Condenser microphones
c. Cardioid dynamic
d. Super cardioid dynamic
e. Cardioid dynamic
 Storage case
 Complete wiring kit for the technical room
 Rack 42 units
EXTERIOR FIRST FLOOR
Garden audio system:
 Exterior audio speakers
 Multi – zone audio amplifier
INTERIOR FIRST FLOOR
LCD screens
 Multi PDP LCD seamless screens and electric power system
Audio system
 Indoor audio speakers
 Multi – zone audio amplifier
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NOTE! Each equipment has in its own technical specification sheet an installation manual and all
the necessary data for being put into operation.
B.III.10. FURNITURE
General data. Description
This chapter presents the technical conditions for the execution of the proposed furniture.
In document Annex no.2.A.Specifications for the Romanian Pavilion at EXPO 2015 Milano, Italy the
exact number of objects is provided, and the execution of the designed objects will be made according
to the architectural details given for each piece of furniture.
GROUND FLOOR
The proposed furniture is made out of wood, corten and plastic materials, for details check the document
Annex no.2.A.Specifications for the Romanian Pavilion at EXPO 2015 Milano, Italy.
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Outdoor planter
Rest area chairs (1+2+3)
Info point
Souvenir shop counter + shelves for storage
Souvenir shop chair
Technical room furnishing
Speakers desk
Overlapping seats for the multipurpose hall
Presidium type table for 8 people
White MDF exhibit boxes
Storage in the General Commissioners office
Storage in the administration office
Built-in administration desks
Safe-deposit box
FIRST FLOOR
The proposed furniture is made of wood (MDF), for details check the Annex no.2.A Specifications for
the Romania Pavilion at EXPO 2015 Milan, Italy and the architectural details given for each piece of
furniture.
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Storage in the restroom waiting area
Locker room closet
Locker room bench
Restaurant + terrace tables
Restaurant + terrace chairs
Central furniture – with showcases (warm and refrigerated)
Special stand for product tasting
SPLIT FLOOR
The proposed custom made furniture is made of wood (MDF) with Corian countertop. For details check
the Annex no.2.A Specifications for the Romania Pavilion at EXPO 2015 Milan, Italy.
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Kitchen cabinets
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Kitchen countertops
Kitchen cabinet drawers
Shelves and supports for kitchen accessories
Sliding accessories
Extension drawers
B.III.11. “ROMANIA” TEXTS
Made from white, painted metal, placed between the structural panels on the main façade and side facade,
as shown in the architectural drawings A10.North + South facade and A11.East facade.
CAPITOLUL C: MAINTENANCE AND REPAIRING WORKS
The obligations and duties of the maintenance staff must be managed by the Repairing and maintenance
coordinator who is responsible for the maintenance of the landscape setup and for the pavilion cleaning
duties.
C.1. The maintenance of the pavilion. Maintenance staff.
The interior of the pavilion will be dusted, any stains or dirt will be removed from the floors, wall
surfaces, ceilings, doors, windows, and panels etc.; water or any other cleaning liquids must be
completely removed from the floors. The restrooms and showers must be held in good condition, free of
odours, dust or stains.
The general cleaning will be done before the opening or after the closing of the pavilion and the sanitary
maintenance will be done regularly during the day.
During the clean-up, the warning signs must be displayed in sight in order to avoid any sliding and
injuries. The cleaning products and equipment will be carefully chosen in order not to affect the visitor’s
visual or olfactory perception.
The exterior of the pavilion (the garden, the ecological pond, the visitors waiting area, the stairs, other
access/exit areas) as the interior of the multifunctional hall will be monitored to be permanently clean,
assuring an operative removal of the accidental waste that visitors might drop.
The frequency of the sanitization services must be increases in the special periods (rush hours with an
increased number of visitors, VIP visitors or during the days with special climate, as the rainy ones).
At the request of the pavilion staff, the waste will be removed at least once per day. The cleaning products
and equipment, the garbage disposal tools must be stored in order.
The garbage cans must be well kept and periodically cleaned, in and out; the garbage bags must be placed
for the convenience of use and there must not be any dispersed waste on the floor or around the garbage
bin. The waste storage space must be kept in a salubrity condition by periodical hygiene works, free from
odours and accidental spills of liquids into the ecological pond.
The executant is responsible for the waste collection and sorting so that it can be stored in the dedicated
area of the pavilion, with strict respect for the provisions of the Expo Milano 2015 regulations. The
wastes generated by the operation of the pavilion must be separated at least in the following categories:
recyclable waste (plastic, glass, paper, packages, iron, etc.), dangerous waste (electrical equipment, light
fluorescent tubes, chemical waste etc.), and other waste: vegetal materials from the garden, perishable
products etc.
C.2. Landscape maintenance service
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The garden and the ecologic pond will be adequately maintained, assuring the function of the associated
technical systems: preservation, protection and growing of the vegetal material; periodical cleaning for
a nice visual aspect and the appropriate management of the resulted waste.
The executant is obliged to assure:
- The necessary maintenance staff: at least 1 person, for the entire period of Expo Milano 2015, for
a medium interval of 16 hours/week;
- All the tools, equipments, green plants, treatments, fertilisers and consumables;
- All the costs of the equipments of his own staff: uniforms, communication means etc.
In the garden necessary works will be done for maintaining a diverse, colourful aspect, with no missing
spots due to pests or blasts. The faded plants will be permanently replaced and collected in the waste
storage area. Periodically the plants will be treated against pests and the necessary fertilizers will be
applied.
CAPITOLUL D: DEMOLITION WORKS
This chapter presents the pavilion dismantling procedures. For more details check the structural drawings
S.07.Construction steps technological and S.08.Demolition plan.
The dismantling works will be made according to the applicable Italian law, and the regulations,
participation guide and any other general or special documents issued by the organizers of Expo 2015.
STRUCTURE REZISTANCE
I. Preparatory works for the execution of the dismantling and consolidation works
The Contractor shall appoint the certified technical manager, certified under the law that will be
responsible according to his duties to accomplish the adequate quality level corresponding to the essential
performance requirements of the construction.
II. Basic concepts regarding the dismantling works
II.1. General Principles regarding the dismantling works
The unit that executes the dismantling works is obliged to take all the necessary measures for the
protection of the surrounding areas (transmission of vibrations or shocks, the spread of materials, dust,
to assure the normal accesses).
The execution of the dismantling works will be conducted, mandatory, by experienced technical
personnel that respond directly for the preparation of the staff that executes the dismantling works, the
observance of the technical charts regarding the execution of the dismantling works contained by the
technical documentation, as for the recovery of the materials, construction elements and installations.
Before the dismantling works begin, all the personnel involved in the execution will be instructed on the
technological process, the succession of the operations and execution stages and on the specific labour
protection measures and for the technical measures to be applied for the adequate recovery of the
materials resulted from the dismantling.
In all the cases, the dismantling works will begin only after:
- all the connections for water, electrical power, heating, telephone, sewage had been disconnected. The
disconnection operations will be executed by competent personnel authorized in specialized companies
that are responsible for these installations and utilities.
- all the interior water, heating, networks had been emptied as well as the interior fuel tanks;
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- the absence of any toxic substances inside the closed rooms was checked, by qualified personnel, with
detection devices dedicated to this purpose (gas tanks) or technological purpose (sulphur hexaflorur,
having the role of activating some equipments), and the existing tubing;
- all the equipments, utilities, installations and technological equipments in the building had been
disassembled and evicted;
The dismantling operations will take place during the day. In situations that impose that the demolition
operations must be continued during the night, proper lighting will be provided and dangerous operations
will be avoided.
The access of the untrained personnel or of other persons that are not involved in the demolition
operations in the demolition area is strictly forbidden.
The dangerous area nearby the construction under demolition will be marked with marking signs visible
day and night and during the night will be surveyed by trained personnel.
The materials that will be used in the demolition area will be stored in proper locations.
D1. Dismantling and packaging – as it is presented in the Tender Book – chapter D.
D2. Disassembling/dismantling of the pavilion
The execution of dismantling works
The execution of dismantling works for each construction will begin only after all the equipments had
been removed, according to the technical documentation.
The construction parts that present imminent risk of collapsing will be properly assured.
The execution of dismantling works of the building will be done piece by piece (element by element),
from top to bottom, from the framing level to the ground floor, being forbidden the simultaneous
dismantling on the same vertical or the beginning of demolition from the base of construction.
The dismantling operations, including the use of equipment, will not affect in any manner the people
from the neighbouring buildings or the ones on the sidewalk and they will not affect the material assets
found outside the area of the building under demolition.
The dismantling sequence (for the operations executed in the same phase):
1. First the joinery and floors wooden elements will be taken off;
2. Then the wooden panel walls will be broken down.
3. After that the structural elements will be dismantled from top to bottom, in a constant and uniform
way.
4. Finally the ceilings will be dismantled;
Dismantling rules
Besides the above mentioned, the dismantling will be done with respect for the following:
a. Dismantling the structure
Due to the building`s site surroundings, the following dismantling technology will be applied:
The “piece by piece” dismantling technology:
- The structure will be broken into convenient sized pieces, beginning with the upper side, by the
following order: slab, walls.
b. Dismantling of the wooden framing
The wooden framing is the last element of the roof to be dismantled, after the removal of the reed cover
and of the accessories.
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The dismantling order is as follows:
- Roof timbers;
- Comb cleat;
- trusses (strips, claws and props);
- Sills.
For the protection of labour during the dismantling of the roof covers and framing, the following will be
provided:
- The works will be carried out according to the Italian laws and following the stipulations in the
regulations and participation guide, as any other general or specific documents the Expo 2015 organizers
will provide.
- It is strictly forbidden for the workers to step directly on the roof
- During the dismantling of the roof covers and framing is strictly forbidden to carry on any other works
inside the construction, at the level right below the roof;
D.3. Demolition of the foundation, vacating the area and restoring the lot to its original condition
Demolition of the reinforced concrete foundations will be achieved by breaking it into smaller pieces,
starting from a marginal area using a jackhammer. Debris will be ejected and stored in a designated area
for collection. All surplus material will be removed from the site with the progress of the works.
Throughout the demolition operations safety rules and work safety will be respected.
Conditions will be ensure that access to and from the site is kept under control and cleaning equipments
are provided (water jet, special carpets) so that the neighbouring site is not affected by debris scattering
from the wheels of the trucks.
After demolition, the materials will be removed from the site and the lot will be prepared to begin the
filling operations to restore it to its original condition, how it was received.
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