PROJECT OF 22 APARTMENTS
WITH GARAGE, AND COMMERCIAL PREMISES
Supervised for: Ake Spangberg of the School of Business and Engineering, HALMSTAD University, (Sweden). Vicente Monzó Hurtado of the E.T.S.G.E., UPV, (Spain).
Author: ELIAN HERRANZ GIL
AGRADECIMIENTOS:
A mi familia, por su sustento anímico, moral y material durante
todos estos años.
En especial, a mis padres, por haber compartido mis sueños y
ayudado a conseguirlos.
A mis amigos, mis niñ@s, por darme todo su apoyo aquí,
estando allí.
A todos, muchas gracias, por compartir, conmigo, lo mejor de vosotros mismos.
INDEX OF THE PROJECT:
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE
DOCUMENT Nº 1: INTRODUCTION
DOCUMENT Nº 2: TECHNICAL DESCRIPTION
DOCUMENT Nº 3: GANTT CHARTS
DOCUMENT Nº 4: QUALITY CONTROL
DOCUMENT Nº 5: COST ESTIMATING
DOCUMENT Nº 6: STUDY OF THERMAL CONDITIONS
DOCUMENT Nº 7: STUDY OF SECURITY AND HEALTH
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 1 INTRODUCTION
DOCUMENT Nº 1: INTRODUCTION
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 1 INTRODUCTION
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INDEX:
A. REPORT:
1. RECORD OF DATA OF THE PROJECT.
2. ANTECEDENTS:
2.1. Location.
2.2 Scope and area or expertise.
2.3 Description of the current state:
- Services.
- Urban environment.
3. DESCRIPTION OF THE PROPOSED BUILDING:
3.1. Programs of the apartments.
B. PLANS.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 1 INTRODUCTION
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A. REPORT:
1. RECORD OF DATA OF THE PROJECT:
PROJECT OF 22 APARTMENTS WITH GARAGE, AND
COMMERCIAL PREMISE:
Author of the project: Elian Herranz Gil.
Localization of the work to build: The plot on to run the play
is located in the block between street Södra Vägen, street
Klyvaregatan and street Dragvägen.
Solar surface: 3540 m2
Surface that could be busy (in plant): 2102 m2
Constructed surface: 4857 m2
- Garage: 1485 m2
- Plant 1: 843 m2
- Plant 2: 843 m2
- Plant 3: 843 m2
- Plant 4 (covered low floor): 843 m2
Number of plants on level: 3
Number of plants under cover: 1
Number of plants under level: 1
Height of cornice: 9,20 m.
Number of apartments: 22
Number of garages: 32
Budge of Material Execution: 861.210 €.
Halmstad; December 2007
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2. ANTECEDENTS:
2.1. Location:
The plot on to run the play is located in the block between
street Södra Vägen, street Klyvaregatan and street Dragvägen, in the
area of SLOTTSJORDER; HALMSTAD (Sweden).
2.2 Scope and area or expertise:
It will execute the entirety of the building, being a construction
of new plant that occupies 1000 m2 of the apple approximately, with
a surface of parcel of 3540 m2.
2.3 Description of the current state:
The building, which is currently constructed, is an industrial
warehouse, which will be demolished completely.
- Services:
Once demolished the building, the plot has all the services
required as solar. It has paved roadway, drainage, street lighting,
water supply, electric power of low tension, gas and telephone,
although the urbanization will be totally finished with the execution of
the building.
- Urban environment:
The site is located in an area whose environment is
consolidated with a typology of isolated building. In particular the
building under this project is within the solar cited, consisting of a
block isolated, surrounded by garden.
3. DESCRIPTION OF THE PROPOSED BUILDING:
In a first moment, and because to the situation of the plot, and
its proximity to the river Nissan, it was proposed the construction of a
building dedicated to use third, as well as, offices, hotel,…
After a brief study of plot and due to the shortage of
accommodation in the town of Halmstad, I took the decision that it
was more appropriate to the realization of an apartment building.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 1 INTRODUCTION
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The design of the building, has been mindful of the lack of
sunlight is in Sweden, therefore, has attempted to address turning
the building outward, and putting large windows, leaving the interior
in the toilets and bathrooms.
Basically the distribution program includes the following points:
- Basement for a parking area, store, located at -2.80 m. of
the reference bench mark.
- First floor, which placed the two vestibules, the two
commercial premise and two housings are located in "between
plants".
- It plants second and third with a total of 20 houses of
which 12 are duplex, which is located on the third and covered low
floor. The program of housings is diverse and it includes several
types, there are apartments with two bedrooms and apartment of
three, being those of the last plant type duplex to take advantage of
the low space covered with two to three bedrooms.
- It plants of cover, resolved with cover bowed to two
waters.
The total surface built on ground is of 4857 m2. The breakdown
of the built surface is:
- Garage: 1485 m2
- Plant 1: 843 m2
- Plant 2: 843 m2
- Plant 3: 843 m2
- Plant 4 (covered low floor): 843 m2
3.1. Programs of the apartments:
The homes are developed in an only plant, and those of the last
plant with are duplex with the top floor under sloping cover
distributed in a rational way.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 1 INTRODUCTION
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HOUSING FACILITY FOR SINGLE:
In typology in single plant, all the houses have provided
ventilation and lighting through windows on the facades. All consist of
a lobby, which connects to a corridor through which enters the dining
room, kitchen with laundry, with one or two bathrooms, and two or
three bedrooms.
DÚPLEX HOUSING:
Located in it finishes it plant, the denominated spaces are
located of "day", some with a bedroom and in the superior plant,
covered first floor, denominated spaces of "night" with two or three
bedrooms.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
DOCUMENT Nº 2: TECHNICAL DESCRIPTION
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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INDEX:
A. REPORT:
1. DEMOLITION AND DEVIATION OF SERVICES.
2. PREPARATION OF THE LAND.
3. FOUNDATION.
4. NETWORK OF SANITATION.
5. STRUCTURE.
6. FACADES.
7. MASONRY.
8. COVER.
9. TILED FLOOR AND PAVEMENTS.
10. CARPENTRY:
10.1. Of wooden:
- External.
- Interior.
10.2. Of metal.
11. GLASSWARE.
12. FACILITIES:
12.1. Of electricity.
12.2. Of plumbing.
12.3. Drain and sanitary apparatuses.
12.4. Heating and sanitary hot water.
12.5. Of telephony.
12.6. Of antennas of TV and FM.
12.7. Of setting to earth.
13. PAINTING AND DECORATION.
B. PLANS.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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A. REPORT:
1. DEMOLITION AND DEVIATION OF SERVICES:
It will withdraw all the cables and elements arranged in the old
building, and there will turn aside the urban canalizations of the
streets Södra Vägen, Klyvaregatan and Dragvägen. The whole
building will be demolished.
2. PREPARATION OF THE LAND:
Once removed the old building, will carry out restructuring
within the plot, in the project area, within the limits specified in the
ordinances, and adopting security measures required in the rules of
safety and health at work, there will be begun the corresponding
works of explanation and emptying of the lot up to reaching the road
surface.
In necessary case, the opportune drainages will be realized, in
order to leave the areas in conditions to build on them.
3. FOUNDATION:
When there is a basement, it is defined by a perimeter wall.
Therefore, some punctual foundation will exist for the pillars of
concrete armed interiors that will unite for bundle beams.
The walls of the basement will be conducted to screen
continuously reinforced concrete HA 30/B/20/II A, B 400 S Steel, 60
cm. Thick and a depth of 9.5 m, excavated in ground cohesive with
thixotropic muds.
Once clean and refined the ditches, under the base of the
foundation, it will prepare a concrete of cleaning HM 20/B/40/II A,
with a thickness of 10 cm. or to a level which would enable the
calculation edge to the foundation.
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The walls of the ramps will be realized by means of an
excavation to opened sky containing the area by means of banks to
both sides of the walls.
The concretes of the foundation will be of central, to that the
corresponding certificate will be requested which demands the
normative one effective, and of the type HA 30/B/20/II TO, and the
steel armors B-400-S, in the suitable quantity. It will be required the
obtaining of test tubes for their later control of quality. The opportune
norm will be continued for the one poured of the concrete, once
placed the armor of steel on the layer of concrete of cleaning.
If in view of the land, this or the waters of the underground is
aggressive for concretes or steel, concretes will be used with the
corresponding atmosphere corrections, according with the normative.
It is indicated in the planes, the dimensions and armors of the
ditches and foundation, as well as their constructive details.
The floor of the basement is the peak -2.80 m. with respect to
the zero bound. In this basement area will be constructed a
continuous slab of concrete HM-20/B/20/I finished in quartz on
crushed stone, armed with steel, according levels.
4. NETWORK OF SANITATION:
It provides a network of evacuation unit with primary
ventilation, bringing the sewage and rainwater into a pit of
registration of which leaves the assault to the urban sewer system.
The horizontal network will be made based on PVC pipes, with a
slope of 1.5% and minimum diameters established.
The route of the horizontal network of sanitation runs to get a
movement and not exposed to natural obstructions. As a general
rule, avoiding sudden changes of direction and slope, and elbows 90
degrees. In changing direction over 45 ° deviation are expected to
register. The pipes cross perpendicular walls and lead "pass walls".
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The connection with the urban sewage will be done through a
well attack pre-existing, where the network poured general
sanitation.
The collection of waters in the basement will be taken until a
casket drain, rising waters until the collector through a pump.
The encounters of the downtakes with horizontal network are
performed by small chests walk from downtakes.
It will also prepare, registrations to allow the cleaning and
checking each point of the network, which must be watertight seal
with lid tight practicable but in the following points:
- Changes of address or slope and bottom of downtakes.
- In general, in the meetings of pipes.
- Before the assault to the sewerage system.
The caskets will be of factory of solid brick of ½ foot of
thickness received with cement 1:3. The base will be a concrete
reserve with a thickness of 10 cm. minimum. The interior will be
plaster and burnished and the angles will be rounded with cement,
eliminating any obstacle for the evacuation. The tubes will be
connected them favouring the routes, avoiding the formation of sharp
angles between the entrance and the exit.
Draining perimeter, placed in the lower perimeter of the
basement wall, can be made with porous tube of 15 cm. of interior
diameter.
The pluvial waters are picked up by means of gutters of PVC in
cover.
The sewerage network will always below the water, with a
minimum separation between generating external meter.
After the completion of each unit, will be its total cleaning,
removing all accumulations of silt, debris or foreign matter of any
kind must be kept free of such accumulations until receipt of the
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works. There will be a test of the tightness of the network prior to
capping.
5. STRUCTURE:
The site presents an irregular shape; the structure of the
building adapts to perimeter of the facade and modulates with a
continued rate transversal the facade. The irregularities are absorbed
in the encounter of the continuous tracts of facade. The structure of
the building is completely made of reinforced concrete and has 5 floor
structures (4 above the bench mark 0 and one of them inclined).
The floor structure is massive slabs of reinforced concrete
singing constant in all plants.
These floor structure supported by reinforced concrete pillars.
The lights between pillars vary between 4.00 and 8.00 m.
6. FACADES:
The facades will be formed on the first floor, socket, the wall of
reinforced concrete with folded placated of artificial stone. At the top
and other plants, the external partition will be of factory of double
hollow brick, received with cement CEM II/A P 32,5 R and river sand
1:4 plaster inwardly with water-repellent cement of the same
characteristics that of the meetings, chamber with isolation thermos
and acoustic and partition of hollow simple brick, with finished
monocoat.
All the finishes will be completely tight to the rain water and
snow.
7. MASONRY:
The interior partition of the building is carried out with simple
hollow brick received with plaster, except in the bathrooms, toilets,
kitchen and box of stairs that will be of hollow brick double and
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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received with cement and sand of river 1/6. The interior partition that
coincides with a sector change will be carried out with brick
honeycomb.
All the tranches, vertical and horizontal, except the vertical of
the bathrooms, toilet and kitchen, which will be tiled, will be
garnished with plaster black and will plaster with white plaster, being
given some total thickness of 7 cm. and 9,5 cm. respectively. It shall
"keeps alive" galvanized sheet metal on the corners.
When the factories are very dry the fences of the interior doors
will be placed, as well as the fences of the external windows.
There will prepare a flat badge of stucco in all the roofs of the
kitchen and the bathrooms and a moat with moulding in the dining
room and lobby.
8. COVER:
It is a hot inclined cover or of a leaf.
The cover will have fall to four waters, pouring each one to the
different facades, with slopes among 20º and 25º, conforming easels
to different heights.
The cover has been resolved so that the termination of the
coating ensures imperviousness to water and snow, and so resists the
pressure and suction of the wind.
The constructive solution is different in function that the space
that conforms is useful or not.
In the not useful zones 1,00 m will be formed by skirts
composed by small distant partitions of hollow brick doubly., tied
longitudinally every 2 m, and on them a board of "rasilla" dovetailing
of 100x30 cm. with cap of cement compression. On forged of cover a
blanket of glass wool will be placed for thermal and acoustic isolation.
In the covered areas useful first floor, the board of this will be
formed approximately by belts separate 1,20 meters. On the belts a
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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board tongue and groove joint will be placed formed by ceramic
pieces and on her a layer of bundle concrete with a metallic armor,
on the board will go placed the tiles. The cover will be isolated by the
interior with an insulating one projected of continuous foam and it will
be finished off with a reinforcement roof of pieces of plaster.
The covering material will be seated curved tile with cement.
Spun one of each five and all the mouthpieces of the eaves will be
received, where two pieces will be placed.
For the ventilation of the cameras special pieces will be used.
The appropriate elements of security will also be placed for the
realization of the maintenance works and repair.
9. TILED FLOOR, PAVEMENTS AND TILED:
The materials of external tiled floor will be resistant to the
freezes and in the humid local its absorption to the water will be
smaller than 10%.
All the dependences will go pavement with tile of "grés
porcelánico" of 40x40 cm. and finished off with baseboard of 7 cm. of
height of the same material.
The stairway will go pavement with the same material, but
receiving treatment slip into pieces forming the mark.
The porch and the access will go pavement with tile of
"ferrogrés" of 33x33 cm.
The entire tiled floor will be perfectly even and it will extend
pasta of white cement refining boards.
The bathrooms, the toilet and the kitchen will be tiled until the
roof in all the vertical walls with tile of first quality received with
cement line and rejoin of grout of white cement.
The "water empty" will be ceramic pieces to game with the
brick of the facades, endowed with gutter and received with cement.
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The garage will take a termination in continuous pavement of
grey quartz about refined reserve of concrete.
The ramps will go pavement with terrazzo "diamond tip" of
30x30 cm.
The baseboard of facades will be tiled with stone of moss.
10. CARPENTRY:
10.1. Of wooden:
- External:
The entrance door to the housing will be of a normalized
armored leaf, with board shielded in pine, even prefence, fence and
scabs pine solid, long hinged security, safety locks three point, edge
length, carved drawer and great angular peephole.
- Interior:
The doors will step folding sheets standard, with edge and
moulding, in pine wood, to be varnished with mouldings and scabs to
play, carrying the same conclusion the fitted wardrobes, but leaves
runners. The fences will be machined from 7x6 cm.
The doors of step will go glazed, type window, to the lounge, of
two leaves, and those of access to kitchen, of a leaf.
The ironworks for the doors will be made of brass, of the
pattern that is chosen. It will take three hinges as a minimum.
The interior doors have slip, with knob and condemnation in
both bathrooms and bedrooms.
The whole carpentry will be completely finished, with scabs,
"keeps alive ",...
10.2. Of metal:
The access door to the courtyard is folding a sheet of aluminium
in white.
The windows are sliding two or three sheets of aluminium and
white shutters are rolling boards of thermal aluminium.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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The garage door will be swinging in a sheet corrugated sheet
metal, with a corresponding metal fence and its respective ironworks
of security and to hang.
All the mouldings and carpentry take scabs.
The meetings with the external partition and the unions among
the elements of the carpentry will be tight to the rain water or snow,
being picked up and being evacuated the condensation water.
It will ensure the protection of the materials used to aggression
and environmental compatibility of materials used among themselves
and with the materials of the walls.
11. GLASSWARE:
The external carpentry of doors and windows will take glass
type climalit 4/6/4 mm. of thickness, sealed to the aluminium with
cords of transparent silicone, for both sides. It will be from enough
resistance to the action of the wind. The enough looseness will be
foreseen to absorb dilations and not to transmit vibrations.
In the windows of the bathroom the same system climalit will
be used but with translucent glass in the interior part, to avoid direct
views.
The glass of the interior carpentry will be with glass colourless
form of 6 mm. of thickness, with wooden jonquils to game with this
carpentry.
12. FACILITIES:
Before proceeding to give the interior linings they will open up
the you touch for the facilities of water, drainages and electricity,…
being placed the corresponding pipes and tubes of PVC, and being
received later on these.
The installers will lift enclosed outline with the real disposition
of the electric conductions and of plumbing.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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12.1. Of electricity:
For housing provides for a projected level of electrification high,
therefore, the foreseen power won't be inferior to 9.200 W and the
use tension will be 230 v. in any case, the facility shall comply with
existing rules and the company's suppliers.
12.2. Of plumbing:
It is planned to supply from a general onslaught in wardrobe
foot plot containing a key cutting, a check valve and a tap. The water
meter is located inside the building or plot, but easily accessible area,
near the entrance, housed in weatherproof enclosure and drainage,
protected from frost and placing in the same locker key general court.
The distribution net will be made of copper according to
necessary diameters in each point according to plane, properly
sheathed in "artiglas", to avoid condensations.
To free the installation partially, in each humid local, keys have
been foreseen in passing with the purpose of to free them and to be
able to make repairs or substitutions in the same ones without
affecting to the operation of the rest.
The distribution circuits will be placed the next possible to the
roof, to maximum of 30 cm., and properly isolated with cases.
It severed pipes hot and cold water, and the vertical walls, the
cold one will reflect below the hot water, with a separation bigger
than 4 cm. Also there will be a separation between the protection of
pipelines parallel plumbing and electrical switchboard or any driving,
so that is greater than 30 cm.
The hot water pipes are placed in parallel with cold water and
will have to return another pipe always starting from the point of
consumption farthest.
There will be carried out the "calorifugación" of the canalizations
of hot water when they cross areas non calefactadas or reflect for the
exterior.
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The holes in walls to his step will be carried out with sufficient
slack to allow for the expansion, sealing the space around the pipe to
perform a proper waterproofing.
The network will be tight at a pressure twice the expected use.
No stretch will be exposed to frost.
It will allow the free expansion of pipelines.
In implementing the network will be monitored alignment of the
pipeline and its perfect lift to prevent tensions are transmitted to the
valves,… Flanges are available in all elements capable of dismantling.
Not allowed dents in the pipes. It will ensure that, once placed
distributions interiors, which are delivered through the soil covered
with cement to prevent their crushing during the execution of works.
In the ends of the distribution plugs will be placed, to avoid the
introduction in the net of strange matters.
12.3. Drain and sanitary apparatuses:
The elimination of pluvial and residual waters will complete the
norms.
Both have been brought together the various local wet as
appliances, in order to reduce the downtakes number and to facilitate
the ventilation at the same time.
The layout of the vertical net of evacuation of residual waters,
downtakes, is the simplest possible to guarantee the drainage
possibility in all consumption point, with the disposition of the
corresponding downtakes, and get a natural flow by gravity. It will be
perfectly tight and it won't present sweats neither filibuster, sealing
their meetings perfectly. Their section is uniform in the whole
downtake. It will be firmly subject to the adornments by means of
bands, with fixations each 1,5 m., so that each section of downtake
be self. It will be protected of the changes of temperature,
mechanical crashes and chemical actions of other materials.
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There will be carried out a primary ventilation, (since the six
plants of height are not overcome), by means of the continuation of
the downtakes until cover, up to 2,5 m. above the covered with the
building, with object of:
- To give entrance to the external air in the evacuation
system to facilitate the circulation in the same one and to offer an
exit to the noxious gases above the cover.
- To avoid the trapping and, with it, the loss of the
hydraulic closings of the apparatuses.
- To offer the detachment for drying of the particles stuck
to the walls of the pipes, being avoided, as much as possible, the
horizontal journeys of the ventilation pipe.
The network evacuation and downtakes of dirty water be
conducted in PVC pipes, sized according level, and the views of rain
lacquered aluminium earthy colour, with uniform diameter throughout
its route, with derivations and elbows of the same material.
The sanitary wares of the bathrooms will be vitrified porcelain,
colour, and the fitting one control.
12.4. Heating and sanitary hot water:
There will be a boiler wall to natural gas for heating and hot
water mixed.
The heating of the housing is made by means of circulation of
hot water with compound originators of heat for adaptable elements
of injected aluminium to each other, and copper pipe network.
It will intervene between the fixation elements and the pipes an
elastic ring and in any case it will be welded to the tube.
It will be avoided to use different materials in oneself
installation, and if one makes they will be isolated electrically so that
corrosion doesn't take place, even galvanic, for incompatibility of
materials.
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It will reconsider the route of the pipeline, in coordination with
other facilities that may have crosses, parallels and encounters.
When marking those spread of the installation, one will keep in
mind the minimum separation of 25 cm. between the tubes of the
heating installation and neighbouring pipes. The vicinity will be
avoided with any electric conduit.
The boiler will be placed according to the maker's
recommendations being fixed compactly. The threaded connections or
bridled they will go sealed with tape or watertightness meeting so
that the tubes don't produce efforts in the connections with the
boiler. It will be connected to the conduit of evacuation of smoke. The
conduits of evacuation of smoke will settle with right modules of
concentric cylinders with intermediate isolation connected to each
other with normalized flanges of union.
Around the boiler free spaces will be left to facilitate works of
cleaning and maintenance.
It mounted and fixed pipes either view or embedded in lands
which were subsequently filled in with plaster paste.
Before the assembly, it should check that the pipes are not broken,
bent, crushed, rusted or damaged in any way and must be cleaned to
remove foreign bodies.
The pipes and ducts will be at least the same diameter as the
mouths to them, and their unions in the case of hydraulic circuits will
be carried out with elastic coupling.
Every time that the assembly is interrupted the open ends they
will be covered.
The pipes will settle in an orderly way, preparing them,
whenever it is possible, on parallel lines and parallel squad to three
axes perpendicular to each other and parallel to the structural
elements of the building, except for the slopes that should be given to
the horizontal elements, looking for a clean and orderly aspect. The
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alignment of the canalizations in unions, section changes and
derivations will be carried out without forcing the pipes, using the
corresponding accessories or special pieces. It was placed in a way
that gives a minimum spacing of 3 cm. for later placement of the
thermal isolation, if it exists, and that they allow to be manipulated
and to be substituted without disassembling the rest.
The unions address changes and departures may be made
through accessories soldiers or preferably with threaded fittings,
ensuring the sealing of joints painting with threads miniums and
employing tow, pastes or tapes. The diameter reductions will be
eccentric and they will be placed evened with the generative of the
tubes to unite.
The organ of control of the valves won't interfere with the
insulating one thermal of the pipe. The threaded valves and those of
butterfly should be correctly coupled to the pipes, so that there is not
interference between these and the choke.
When curves are accomplished by "cintrado" the pipe, the cross
section may not be reduced or deformed; curve may be corrugated to
confer greater flexibility. The radius of curvature will be the maximum
permitted by the available space. Shunts should form a 45-degree
angle between the axis of the ramp and the main axis of the pipe.
The use of elbows or derivations with angles of 90 degrees is
permitted only when the space leaves no alternative or when required
balancing circuit.
The connections of the teams and the apparatuses to the pipes
will be carried out in such a way that between the pipe and the team
or apparatus any effort is not transmitted, due to the own weight and
the vibrations.
The dilations of the pipes when increasing the temperature of
the fluid will be compensated to avoid breaks. In those spread of
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great longitude, so much horizontal as vertical, dilation compensators
or address changes will be used.
The connections should be easily collapsible in order to facilitate
the access to the team in the event of repair or substitution. The
accessory elements of the team, such as interception valves and of
regulation, measure instruments and control, muffs shocks of
vibrations, filters, etc., they will settle before the collapsible part of
the connection, toward the distribution net.
Before making a union, describing cleaned and the ends of the
tubes to remove burrs that had been formed to cut and any other
impurity that can be deposited in or on the outer surface, using
products recommended by the manufacturer. The cleaning of the
surfaces of copper pipes must be performed on a careful, since of her
the watertightness of the union depends.
The pipes will always settle with the smallest number possible
of unions; in particular, the use of cuttings of pipes is not allowed in
right tracts.
Among the two parts of the unions shall be filed the necessary
materials for obtaining a perfect and lasting tightness, pressure and
temperature service.
When exercising the union of two pipes, directly or through an
accessory, those should not be forced to get that the ends coincide in
the joining point, but rather they should be had cut and placed with
the due accuracy.
They won't be carried out unions inside the muffs that cross
walls, wrought or other structural elements.
The section changes in the horizontal pipes will be made with
eccentric muffs and with the tubes evened by the superior generating
to avoid the formation of bags of air.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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In the horizontal derivations carried out in horizontal tracts the
superior generating of the main tube of the brunch it will be evened.
The muffs "pass walls" should be placed in the masonry work or
of structural elements when these are executing. The space
understood between the muff and the pipe should be stuffed with
plastic putty that seals the step totally and allow the free dilation of
the conduction. It should finish level with the work element, except
for when it pass through wrought, in which case they should stand
out about 2 cm. for the superior part. The muffs will be built with an
appropriate material and with some enough dimensions so that it can
pass with looseness the pipe with their insulating one thermal. The
looseness cannot be bigger than 3 cm. when the muff crosses an
element to which is demanded a certain resistance to the fire, the
constructive solution of the group it should maintain, as minimum,
same resistance.
The placement of the net of the flowing payee's of the heat
distribution will always be made so that the formation of bags of air is
avoided.
In the horizontal tracts the pipes will have an upward slope
toward the nearest purgatory or toward the expansion glass, when
this is of open type and, preferably, in the sense of circulation of the
fluid. The value of the slope will be similar to 0,2% as minimum, so
much when the installation is cold as when it is hot. Nevertheless,
when, as consequence of the characteristics of the work, have to
settle tracts with smaller slopes that the previously signal ones, pipes
of immediately more diameter will be used that the one calculated.
It will settle purgatories that eliminate the air that there
accumulates, preferably in an automatic way. The purgatories should
be accessible and the exit of the mixture air-water should behave,
except for when they are installed on certain terminal units, so that
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 2 TECHNICAL DESCRIPTION
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the discharge it is visible. On the purge line it will settle an
interception valve, preferably of sphere or of cylinder.
For sizing, and the disposition of the supports of pipes the
prescriptions will be continued marked in the norms corresponding to
the pipe type.
In order to reduce the possibility of transmitting vibrations,
formation of condensation and corrosion, metal pipes and media must
stand a flexible non-metallic materials, hardness and thickness
adequate.
The terminal units of consumption will be placed (radiators)
fixed compactly to the wall and level, with all their control elements,
it maneuvers, connection, visible and accessible.
It will connect all elements of the water distribution network in
the fuel distribution network and the network of escape smoke and
assembly of all control elements and other accessories.
The whole installation will be executed, keeping in mind the
execution of the normative ones.
After the execution, the pipeline must be cleaned internally
before testing service, to remove dust, cascarillas, oils and anything
else strange.
Later on it will be made pass a watery solution with product
detergent and compatible organic dispersants with the materials
employees in the circuit. Later on it will be rinsed with water coming
from the feeding device.
In the case of A.C.S the pH of the water will be measured,
repeating the operation of cleaning and mouthwash until this is
bigger than 7,5.
12.5. Of telephony:
The laying of the lines is in a pipe under recordable tube.
The pipeline usually performed through the area common to the
onslaught of housing.
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There will be a greater separation of 25 cm. among those
facilities and the water, gas or electricity.
Provision is in the phone taps dining room, kitchen and all
bedrooms.
In the access an electronic porter will settle, with telephone
wall.
12.6. Of antennas of TV and FM:
The fixing of the antenna will be done in a way that does not
cause damage to the coating of the slide.
The laying of the line is carried out in channelling under
recordable tube.
The antenna is protected for taking of earth.
The materials of the environmental aggression will be protected
and of other non compatible materials.
12.7. Of setting to earth:
According to normative, one settles down taking of protection
earth, according to the following outline:
It will settle in the bottom of the foundation gutters, and before
beginning this, a rigid cable of copper nude, of construction and
electric resistance according to the class 2, with a minimum section of
35 mm2, forming a closed ring travelling the whole perimeter of the
construction. To this ring electrodes will be connected vertically sunk
in the land when the necessity is foreseen of the earth resistance that
the driver can present in ring diminishing.
To the driver in ring, or to the electrodes, it will be connected,
in their case; a certain number of irons will be connected of those
considered main and as minimum one for foundation. The
connections will settle down in a reliable and sure way, by means of
autogenously welding.
The earth drivers will also be made of copper of 25 section
mm2, when not being demanded protection against the corrosion. On
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these earth drivers it will be foreseen, in an accessible place, a device
that allows to measure the resistance of the taking of corresponding
earth, should be mechanically safe and to assure the electric
continuity.
The protection drivers, that is to say, those that unite the
masses from the installation to the earth driver, will have a minimum
section of 16 mm2.
To the taking of established earth will be connected all existent
important metallic mass and the accessible metallic masses of the
receiving apparatuses, when their isolation class or installation
conditions demand this way it. Also, the metallic parts of the heating
facilities will be connected, of those of water and the radio antennas
and television.
Protection drivers will settle, accompanying the active drivers in
all the circuits of the housing until the use points, they will be made
of copper and they will present the same isolation that the active
drivers, in green-yellow colour. They will settle in the same
canalization that these and their minimum section will be of 16 mm2.
The setting is calculated to earth considering not surpassing
tensions of contact superiors to 24 v, in any mass of the building, and
that the resistance from the point more far from the installation it is
not superior to 10 Ohms, in function of the resistivity of the land and
the driver's longitude buried horizontally. (R = 2P/L).
The taking of earth will be obligatorily proven for the Authorized
Installer in the moment to give of high the installation for their
setting in operation.
Given the importance that, from the point of view of the
security, has this installation, personal technically competent it will
make the confirmation from the setting installation to earth, at least
annually, in the time in that the land is drier. For it, the earth
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resistance will be measured, and they will be repaired with urgent
character the defects that are.
13. PAINTING AND DECORATION:
The locksmith external metal is filled with two layers to enamel
paint primer on two layers miniums electrolyte.
The walls horizontal and vertical garage painted in white plastic,
two layers.
The horizontal and vertical housing interior walls paint to
choose two layers minimum.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 3 GANTT CHARTS
DOCUMENT Nº 3: GANTT CHARTS
Id TASK DURATION
1 EXECUTION OF THE WORK 728 días2 Demolition and deviation of sevices 20 días3 Clear of the lot 2 días4 Excavation until foundation bench mark 10 días5 Redesigning of foundation 2 días6 Excavation of trenches and foundations 5 días7 Refining wells and trenches 2 días8 Concrete of cleaning 1 día9 Assembly bases crane 1 día10 Placement of armors 3 días11 Structures auxiliar: Walls 2 días12 Concrete colocation: Foundations and walls 4 días13 Eliminate auxiliary structure: Walls 2 días14 Armors: Pillars 5 días15 Structures auxiliary: Pillars 3 días16 Concrete colocation: Pillars 1 día17 Eliminate auxiliary structure: Pillars 3 días18 Assembly crane 1 día19 Structures auxiliary: Floor structure 1 3 días20 Armors: Floor structure 1 5 días21 Concrete colocation: Floor structure 1 1 día22 Eliminate auxiliary structure: Floor structure 1 3 días23 Armors: Pillars: Floor structure 1 5 días24 Structures auxiliary: Pillars: Floor structure 1 3 días25 Concrete colocation: Pillars: Floor structure 1 1 día26 Eliminate auxiliary structure: Pillars: Floor structure 1 3 días27 Structures auxiliary: Floor structure 2 3 días28 Armors: Floor structure 2 5 días29 Concrete colocation: Floor structure 2 1 día30 Eliminate auxiliary structure: Floor structure 2 3 días31 Armors: Pillars: Floor structure 2 5 días32 Structures auxiliary: Pillars: Floor structure 2 3 días33 Concrete colocation: Pillars: Floor structure 2 1 día34 Eliminate auxiliary structure: Pillars: Floor structure 2 3 días35 Structures auxiliary: Floor structure 3 3 días36 Armors: Floor structure 3 5 días37 Concrete colocation: Floor structure 3 1 día38 Eliminate auxiliary structure: Floor structure 3 3 días39 Armors: Pillars: Floor structure 3 5 días40 Structures auxiliary: Pillars: Floor structure 3 3 días41 Concrete colocation: Pillars: Floor structure 3 1 día42 Eliminate auxiliary structure: Pillars: Floor structure 3 3 días43 Structures auxiliary: Floor structure 4 3 días44 Armors: Floor structure 4 5 días45 Concrete colocation: Floor structure 4 1 día46 Eliminate auxiliary structure: Floor structure 4 3 días47 Armors: Pillars: Floor structure 4 5 días48 Structures auxiliary: Pillars: Floor structure 4 3 días49 Concrete colocation: Pillars: Floor structure 4 1 día50 Eliminate auxiliary structure: Pillars: Floor structure 4 3 días51 Structures auxiliary: Floor structure inclined 3 días52 Armors: Floor structure inclined 5 días53 Concrete colocation: Floor structure inclined 1 día54 Eliminate auxiliary structure: Floor structure inclined 3 días55 Cover 30 días56 External partition 215 días57 Dismount crane 1 día58 Interior partition 280 días59 Facilities 270 días60 Placement of the elevator 15 días61 Plastered 160 días62 Tiled walls 120 días63 Tiled floor and pavements 200 días64 Placement of kitchens 120 días65 Placement of bathrooms 128 días66 Placement of doors and windows 55 días67 Paintings 135 días68 Foreseen workforce end 0 días
31 14 28 11 25 10 24 07 21 05 19 02 16 30 14 28 11 25 08 22 06 20 03 17 01 15 29 12 26 09 23 09 23 06 20 04 18 01 15 29 13 27 10 24 07 21 05 19 02 16 30 14 28 11 25 08 22 08 22 05 19 03 17 31 14 28 12 26 09 23 06 20 04 18E F M A M J J A S O N D E F M A M J J A S O N D E F M A M J J A S O
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE
DOCUMENT Nº 3 GANTT CHARTS
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PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
DOCUMENT Nº 4: QUALITY CONTROL
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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INDEX:
A. REPORT:
1. PURPOSE OF THIS DOCUMENT:
1.1. General data project and of the quality control:
2. PARTS OF QUALITY CONTROL:
A. CONTROL OF RECEPTION OF THE PRODUCTS:
A.1. Control of the documentation of the supplies.
A.2. Control by means of distinguishing
characteristics of quality or technical evaluations of suitability.
A.3. Control by means of rehearsals.
B. CONTROL OF EXECUTION.
C. CONTROL OF THE FINISHED WORK.
3. REQUIREMENTS OF THE CONSTRUCTIVE QUALITY:
3.1. Foundation.
3.2. Structure:
CONTROL STRUCTURAL CONCRETES:
- Control of the resistance of the concrete.
- Control of the components of the concrete.
- Control of the steel.
3.3. External partitions.
3.4. External carpentry.
3.5. Handrails and parapets.
3.6. Glassware.
3.7. Masonry.
3.8. Interior carpentry.
3.9. Cover.
3.10. Lining of walls.
3.11. Lining of roofs.
3.12. Lining of floors.
3.13. Plumbing facilities.
3.14. Sanitation facilities.
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3.15. Electricity facilities.
3.16. Installations made of earth.
3.17. Antenna facilities of TV-FM.
3.18. Facilities of elevators.
3.19. Water supply.
3.20. Electric power supply.
3.21. Telephony installation.
3.22. Lightning rod installation.
3.23. Heating installation.
3.24. Installation of gas.
3.25. Installing evacuation of fumes and gases.
3.26. Installation of deposits of fuels.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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A. REPORT:
1. PURPOSE OF THIS DOCUMENT:
The present chapter Quality Control as part of the project
described below in order to comply with RD 314/2006 of 17 March by
which approves the CTE.
1.1. General data project and of the quality control:
Author of the quality control: Elian Herranz Gil.
Name of the Project: Project of 22 apartments with garage, and
commercial premises.
Typology of the work to build: The project consists of an
apartment building, formed by an isolated block.
Localization of the work to build: The plot on to run the play is
located in the block between street Södra Vägen, street Klyvaregatan
and street Dragvägen.
Budge of Material Execution: 551.802,70 €.
The budget of the quality control (14.1): 1.292,14 €.
2. PARTS OF QUALITY CONTROL:
The quality control of this work includes:
A. The control of reception of the products.
B. The control of execution.
C. The control of the finished work.
To do so:
1) The director of the execution of the work will gather the
documentation of the carried out control, verifying that it is according
with it settled down in the project, his old ones and modifications.
2) The manufacturer shall obtain from suppliers of products and
facilitate the work of director and the director of the execution of the
work the documentation of the previously signal products, as well as
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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their use instructions and maintenance, and the corresponding
guarantees when it proceeds.
3) The documentation of prepared quality for the
manufacturer on each one of the work units will be able to serve, if it
authorized this way it the director of the execution of the work, like
part of the control of quality of the work.
After completing the work, documentation tracking control will
be deposited by the director of the execution of the work in the
corresponding professional school or, in its case, in the competent
public administration, which ensures its protection and strive to
deliver certifications its contents who show a legitimate interest.
A. CONTROL OF RECEPTION OF THE PRODUCTS:
The reception control has for object to check the demanded
minimum technical characteristics that they should gather the
products, teams and systems that incorporate in a permanent way in
the projected building, as well as its supply conditions, the
guarantees of quality and the reception control.
During the construction of the work the work director and the
director of the execution of the work will carry out the following
controls:
A.1. Control of the documentation of the
supplies:
The suppliers will give the manufacturer who will facilitate them
to the director of execution of the work, the documents of
identification of the product demanded by the normative one from
having forced execution and, in their case, for the project or for the
medical address. This documentation will understand, at least, the
following documents:
- The origin documents, supply leaf and labelling.
- The certificate of the maker's guarantee, signed by
physical person.
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- The documents pursuant or authorizations required
administrative regulations, including documentation for the CE
marking of construction products, where appropriate, in accordance
with the provisions which are transposition of the EU directives
affecting products supplied.
A.2. Control by means of distinguishing
characteristics of quality or technical evaluations of
suitability:
The supplier will provide the precise documentation on:
- The distinguishing characteristics of quality that show the
products, teams or given systems that assure the technical
characteristics of the same ones demanded in the project and it will
document, in their case, the official recognition of the agreement
distinguishing characteristic with that settled down in the CTE.
- The technical evaluations of suitability for the foreseen
use of products, teams and innovative systems, of agreement with
that settled down in the CTE, and the perseverance of the
maintenance of their technical characteristics.
The director of the execution of the work will verify that this
documentation is enough for the acceptance of the products, teams
and systems.
A.3. Control by means of rehearsals:
To verify the execution of the basic demands of the CTE it can
be necessary, in certain cases, to carry out rehearsals and tests on
some products, according to that settled down in the effective
regulation, or according to that specified in the project or ordered by
the medical address.
The realization of this control will be made of agreement with
the approaches settled down in the project or indicated by the
medical address on the sampling of the product, the rehearsals to
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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carry out, the approaches of acceptance and rejection and the actions
to adopt.
B. CONTROL OF EXECUTION:
During construction, the director of the execution of the works
will monitor the implementation of each unit of work verifying their
setting, the materials used, the proper execution and layout of
components and facilities, as well as inspections and other checks to
be carried out to check their conformity with what is stated in the
project, the applicable law, the norms of good practice constructive
and instructions for the direction optional. On receipt of the executed
work can account for certificates of conformity having the actors
involved, as well as investigations, if any, conducted entities quality
control of the building.
See that have taken the necessary steps to ensure compatibility
between different products, components and systems constructive.
In the control performance of the work shall be adopted
methods and procedures to address the technical evaluations
suitability for the intended use of products, equipment and innovative
systems.
C. CONTROL OF THE FINISHED WORK.
In order to test the performance end of the building in the
finished work should be carried out inspections and testing of service
set out in the draft or address optional and those under the CTE.
3. REQUIREMENTS OF THE CONSTRUCTIVE QUALITY:
3.1. Foundation:
CONSTRUCTIVE SOLUTION:
In the constructive solutions of the elements that make up the
foundation will be resolved:
- In the case of closing element containment land,
protecting the interior of the penetration of moisture and reinforcing
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this protection with a drain in case there is a groundwater level above
the floor of the compound.
- The non transfer of moisture by capillary action into the
building.
- The seat of the foundation plane, locating it to a depth
bigger than 80 cm. below the natural floor.
- The compatibility of the materials employees, among if
and with regard to the land.
JUSTIFICATION:
It will be demanded:
- For the land a formless geotechnical of the land.
- To control testing concrete mass or armed, which are
conducted by a laboratory.
3.2. Structure:
CONSTRUCTIVE SOLUTION:
In the constructive solutions of the elements making up the
structure, will be resolved:
- The rigidity of the structure.
- The structural meetings of the building.
- His behavior enclosure as in the case of resistant plants,
as well as meetings between the enclosure and structural element in
the remaining cases.
- The impermeability of the reserves in local and common
areas.
- The protection of the structural materials of aggression
environmental and other non compatible.
JUSTIFICATION:
It will be demanded:
- For forged his sheet technical characteristics.
- For prefabricated structural elements licensure.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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- To control testing concrete mass or armed, and metal
structures, which are conducted by a laboratory.
CONTROL STRUCTURAL CONCRETES:
The conditions or quality characteristics required to specify
concrete indicating concerning its resistance to compression,
consistency, maximum size of barren, the kind of environment that
will be exposed.
- Control of the resistance of the concrete:
Statistical control of the concrete:
It is carried out control is since alone the resistance of a
fraction is known of those kneaded that they are placed. It is of
application in the whole concrete work.
Division of the work in lots according to the following limits:
Type of structural element
Compressed elements Flexioned elements
Volume concrete: 200 m3 / 285,60 m3 200 m3 / 1457,10 m3
Time concreted: 4 weeks 4 weeks
Built surface: 1.000 m2 / 4857 m2 2.000 m2 / 4857 m2
Nº of plants: 4 4
Nº of LOTS: (according to the strictest condition)
5 8
This will be the number of lots necessary as long as the results
are satisfactory production control, being two the minimum number
of lots to be sampled corresponding to the 2 types of structural
elements shown in the table.
In case in some lot the dear resistance outside smaller than the
characteristic resistance of project, will spend to carry out the normal
control without reduction of intensity, until in four serial lots
satisfactory results are obtained.
The control will be carried out determining the resistance of N
kneaded by lot.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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Being:
N > 2, characteristic resistance < 25 N/mm²
N > 4 if 25 N/mm2 < characteristic resistance < 35 N/mm2
N > 6, characteristic resistance > 35 N/mm2
With the following conditions:
- The sample takings will be carried out at random among
those kneaded of the work.
- There are mixed in a single batch type of structural
elements.
- The tests must be carried out on test tubes
manufactured, preserved and broken according to rules.
- The laboratories perform tests must comply with the rules
and provisions which develop.
- Control of the components of the
concrete:
There will be as follows:
A) If the plant has a production control and is in possession
of a seal or quality mark officially recognized, or if the concrete
produced in the central, is in possession of a badge or a recognized
CC, it is not necessary control reception at work materials
components of concrete.
B) For all other cases stated in the number of tests per lot
for cement, water mixing, aggregates and other components of the
concrete as the norm.
- Control of the steel:
There will be as follows:
Two control levels settle down: reduced and normal.
- Normal control: applicable to all the armors (active and
passive) and in any case for prestressing concrete.
Classification of armor according to its diameter:
- Fine series: Ф ≤ 10 mm.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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- Half series: 12 ≤ Ф ≤ 20 mm.
- Thick series: Ф ≥ 25 mm.
Certified products
The results of the control of the steel should be known before the setting in use of the structure.
passive armors active armors Maximum quantity of the lot
40 T / 134 T 20 T / 52 T Lots (will be the same supplier) 4 3 Nº of test tubes (two test tubes for each lot)
8 6
Will be taken and carried out the following findings:
- Check section equivalent to armor passive and active.
- Checking the geometrical characteristics of the bars
corrugated.
- Completing the test bend-unfolded for passive armor,
wire prestressing bars and prestressing.
- Will be identified on at least two occasions during the
making of the work, the yield strength, elongation and load break (in
breakage, for passive armor; under maximum load for active) in at
least one sample of each diameter and type steel employee and
supplier.
- If there welded joints, check that the material possesses
chemical composition suitable for welding, as well as the suitability of
the procedure for welding.
3.3. External partitions:
CONSTRUCTIVE SOLUTION:
The fences opaque facade will be defined by:
- It closure function, securing an acoustic and thermal
insulation in accordance with the conditions contained in the technical
design standards regarding interior and exterior environments.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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3.4. External carpentry:
CONSTRUCTIVE SOLUTION:
The windows and external doors will be defined for:
- It closure function, securing an acoustic and thermal
insulation and its role as hollow, allowing lighting, ventilation and
escape visual according to the technical standards of design.
3.5. Handrails and parapets:
CONSTRUCTIVE SOLUTION:
The handrails and parapets will be defined for:
- It defence function against the agreement fall with the
conditions fixed in the technical norms of design.
3.6. Glassware:
CONSTRUCTIVE SOLUTION:
The glazing will be defined by:
- The conditions of design of the carpentries and for the
defence of the handrails and parapets, although they are not
considered the temperate or armed glasses as unique elements of
protection, should locate a resistant horizontal element to the height
of signal security in the technological norms of design.
3.7. Masonry:
CONSTRUCTIVE SOLUTION:
The interior partitions will be defined for:
- His function compartmentalization of space and
contributing to the conditions of privacy in the technological
standards of design.
3.8. Interior carpentry:
CONSTRUCTIVE SOLUTION:
The doors will be defined for:
- It functions of accessibility and intimacy.
JUSTIFICATION:
It will be demanded:
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- For flat wooden doors, which have the national mark of
quality printed on the edge of the blade.
3.9. Cover:
CONSTRUCTIVE SOLUTION:
The cover will be defined for:
- His structural function in accordance with the conditions
specified for the structure.
- It lining function, protection and evacuation of water,
ensuring the sealing water, snow and wind, and the thermal and
acoustic insulation in accordance with the conditions stipulated in the
rules technological design regard to external and internal
environments.
3.10. Lining of walls:
CONSTRUCTIVE SOLUTION:
The linings of walls will be defined for:
- It function protector and ornamental of agreement with
the conditions fixed in the technological norms of design regarding
the external atmospheres and interiors.
3.11. Lining of roofs:
CONSTRUCTIVE SOLUTION:
The linings of roofs will be defined for:
- It function protector and ornamental of agreement with
the conditions fixed in the technological norms of design regarding
the external atmospheres and interiors.
3.12. Lining of floors:
CONSTRUCTIVE SOLUTION:
The linings of floors will be defined for:
- His resistance to wear and punzonamiento.
- It function protector and ornamental of agreement with
the conditions fixed in the technological norms of design regarding
the external atmospheres and interiors.
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3.13. Plumbing facilities:
CONSTRUCTIVE SOLUTION:
The facilities of water will be defined for:
- The capacity of supply based on the minimum
endowments of cold and hot water demanded according to the
technological norms of design.
3.14. Sanitation facilities:
CONSTRUCTIVE SOLUTION:
The sanitation facilities will be defined for:
- The capacity of evacuation of dirty waters and of rain in
the building, based on the endowments indicated in the technological
norms of design.
3.15. Electricity facilities:
CONSTRUCTIVE SOLUTION:
The installation of low tension in the building will be defined for:
- The necessary electric power, keeping in mind for their
calculation the forecasts of energy consumption for the illumination
and the domestic use, heating, elevators and other uses, of
agreement with the endowments of the technological norms of
design.
3.16. Installations made of earth:
CONSTRUCTIVE SOLUTION:
The installations made of earth will be defined for:
- The electric resistance that offers the line, considering the
tensions and defect currents that can originate in the electric
facilities, lightning rod and big structural electric masses of another
type.
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3.17. Antenna facilities of TV-FM:
CONSTRUCTIVE SOLUTION:
It will be defined for:
- The gain in dB. of their reception team, based on the
possibility of reception of audiovisual signs of TV and FM.
3.18. Facilities of elevators:
CONSTRUCTIVE SOLUTION:
It will be defined for:
- Its load capacity, speed and number of stops calculated
based on the number of users and number of plants served.
3.19. Water supply:
CONSTRUCTIVE SOLUTION:
The network is defined by its ability to supply based on:
- Projected drinking calculated based on the allocations
established in the technical standards for buildings and landscaped
areas.
- The pressure available at the root of the network and the
pressures of service required at each point.
- Altimetry of the network and the loss of cargo to the
origin of the same and the place of consumption.
3.20. Electric power supply:
CONSTRUCTIVE SOLUTION:
It will be defined for:
- The electrification levels fixed in the technological norms
of design, for the housings and their common areas, as well as the
demanded powers for the complementary constructions and the
public illumination.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL
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3.21. Telephony installation:
CONSTRUCTIVE SOLUTION:
It will be defined based on:
- The possibility of immediate connection to the public
telephone network.
- The possibility of interclosed circuit inside the building,
since the portal to each household.
3.22. Lightning rod installation:
CONSTRUCTIVE SOLUTION:
It will be defined by the resistance that offers, considering:
- The built volume that it should be protected.
- The danger of the place regarding discharges.
3.23. Heating installation:
CONSTRUCTIVE SOLUTION:
It will be defined by the necessary heating power whose
calculation will be based in:
- The loss of heat in environments calefactados taking into
account the conditions higrotérmicas required in the standard design
techniques and the coefficients of thermal transmission of fences,
carpentry and roofing noted above.
JUSTIFICATION:
It will be demanded:
- That in the global calculation of the lost ones of the
building, those are not surpassed allowed on energy saving.
3.24. Installation of gas:
CONSTRUCTIVE SOLUTION:
It will be defined for:
- The supply capacity based on the demands of gas for the
kitchens, dilutes hot and heating, and according to the endowments
indicated in the technological norms of design.
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3.25. Installing evacuation of fumes and gases:
CONSTRUCTIVE SOLUTION:
It will be defined for:
- The shot capacity based on the necessities of evacuation
of smoke and gases coming from combustion.
3.26. Installation of deposits of fuels:
CONSTRUCTIVE SOLUTION:
They will be defined for:
- The necessities of consumption of fuel and autonomy
fixed in the technological norms of design.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
DOCUMENT Nº 5: COST ESTIMATING
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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INDEX:
A. REPORT:
1. BUDGET PARTIAL:
1. MOVEMENT OF LANDS.
2. FOUNDATION.
3. SANITATION.
4. STRUCTURE.
5. MANSORY.
6. PLASTERED.
7. LININGS.
8. CARPENTRY.
9. LOCKSMITHING.
10. SANITARY APPARATUSES.
11. PLUMBING.
12. PAINTING AND GLASS.
13. ELECTRICITY.
14. DECORATION AND SEVERAL.
2. SUMMARY BUDGET OF MATERIAL EXECUTION.
3. GRAPH BUDGET OF MATERIAL EXECUTION.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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A. REPORT:
1. BUDGET PARTIAL:
1. MOVEMENT OF LANDS:
Budget partial Nº 1:
N. Un. Denomination Quantity Price (€) Total (€)
1.1. M3
Excavation for emptying basements of 3 m. the maximum depth in compact areas, and by means mechanical load on the truck.
4.455,000
5,56
24.769,80
1.2.
M3 Excavation in ditches and tied beams, in compact areas, by mechanical means, removal of land at the edges.
298,087
13,71
4.086,77
1.3. M3 Transportation land to the landfill, dump truck and canyon landfill, at a shorter distance of 10 km. considering roundtrip, included the load.
6.089,587
2,04
12.422,76
Total budget partial Nº 1: 41.279,33
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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2. FOUNDATION:
Budget partial Nº 2:
N. Un. Denomination Quantity Price (€) Total (€)
2.1. M3 Mixing cleaning prepared H-125, plastic consistency, and maximum size of the arid 40 mm. and 10 cm. thick, at the base of the foundation, developed transported and put into work.
365,985
7,98
2.920,56
2.2. M3 Concrete armed HA-25/P/20, maximum size of the arid 20 mm. in concrete walls, developed in central, including armor B 400 S according project, shuttering and deshuttering board agglomerate to one side, through disposal truck bomb, and placed vibrated.
135,126
186,59
25.213,16
2.3. M3 Concrete armed HA-25/P/40, maximum size of the arid 40 mm. in ditches and foundation beams tied, developed in central, including armor B 400 S, disposal through truck bomb, vibrated and placed.
298,087
151,63
45.198,93
Total budget partial Nº 2: 73.332,65
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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3. SANITATION:
Budget partial Nº 3:
N. Un. Denomination Quantity Price (€) Total (€)
3.1. M Conduit simple forced ventilation, formed with prefabricated pieces of pottery, greeted with plaster paste, including proportionate share of special parts, grid layer boards and thermal insulation in the footsteps of floor structure. Measure the length from start up through to the bottom of static vacuum.
70,000
3,64
254,80
3.2. UN Hoover static concrete vibrated, driving for vertical ventilation 16x30 cm. Composed base, rings and cap, greeted with cement M-40A (1:6), with official certificate of operation, the measurement unit finished.
12,000
25,49
305,88
3.3. M PVC pipe hung health union in cup smooth Stuck, 160 mm. an inner diameter, placed hung by metal clamps, even with special parts in diverts aid and masonry.
26,000
6,28
163,28
3.4. M PVC pipe hung health union in cup plain stuck, and 120 mm. an inner diameter, placed hung by metal clamps, even with special parts in diverts aid and masonry.
7,000
6,28
43,96
3.5. M Downtake PVC 90 mm. diameter to evacuate storm water and ventilation, even elbows, grafts and other accessories, fully installed.
8,400
23,75
199,50
3.6. M Downtake PVC 110 mm. diameter to evacuate storm water and ventilation, even elbows, grafts and other accessories, fully installed.
109,400
6,12
669,53
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3.7. M Downtake PVC 125 mm. diameter to evacuate storm water and ventilation, even elbows, grafts and other accessories, fully installed.
23,000
4,33
99,59
Total budget partial Nº 3: 1.736,54
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4. STRUCTURE:
Budget partial Nº 4:
N. Un. Denomination Quantity Price (€) Total (€)
4.1.
M2 Structure reinforced concrete H-25/P/16 based pillars and beams flat or hang depending project, reinforced concrete and floor structure semiresistant or "insitu" up to 4 storeys high, with lights up 7.5x7.5 m. and singing 26 + 4 cm. conducted with roof spaces of concrete, even vibrated, curing, shuttering and deshuttering.
5.521,800
38,71
213.748,88
4.2. M2 Slab armed inclined to the realization of stairs, with reinforced concrete project as steel H-25 and B 400 S of 15 cm. thick, including shuttering, rethinking, landfill, vibrated and curing of concrete, completely finished. Measured in horizontal projection.
69,600
41,67
2900,23
Total budget partial Nº 4: 216.649,11
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5. MANSORY:
Budget partial Nº 5:
N. Un. Denomination Quantity Price (€) Total (€)
5.1. M2 Partition external sheet comprising foreign endowing sulked the inner side with cement, 11 cm. thick ceramic bricks made with holes 25x12x11 cm., isolation based on expanded polystyrene plate of 4 cm. thick, sheet inside 7 cm. thick, ceramic bricks made with holes 25x12x7 cm. sitting with cement 1:6 and with it, completely finished in the absence of veneer of bending, including formation of lintels and jambs, and execution of meetings and special items received from carpentry, measured by subtracting hollow surface exceeding 3 m2.
1.381,380
5,35
7.390,38
5.2. M2 Factory brick pierced 25x12x7 cm. of 1/2 feet thick, greeted with cement (II-Z/35A) and sand river 1/6 (M-40), even rejoint, cleaning and restructuring, loss and breakage, levelling, measure deducting holes exceeding 1 m2.
281,200
5,60
1.574,72
5.3. M2 Zither brick ceramic holes 25x11x11 cm., and received matched with cement, even rethinking, fencing, levelling, provides part of shortages and breakdowns, moistened the parts and cleaning.
270,740
4,03
1.091,08
5.4. M Training rung ceramic bricks with holes 25x12x7 cm. received with cement 1:6, even setting, levelling, proportionate share of loss, breakage, moistened the parts and cleaning.
340,800
4,04
1.376,83
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5.5. M2 Roof made passable with plate for formation of vapour barrier attached to torch on primer layer, layer of 11 cm. concrete expanded clay for thermal insulation and training slope between 1% and 5% adjustment layer with 2 cm. thick, cement 1:6, separating layers with felt "Fiberglass" 100 gr/m2, waterproofing solution with monolayer not adhering type NP-1, with foil type LBM-40-FP bitumen modified 40 gr/dm2 armed with polyester felt, separator layer based synthetic felt "Geotextile" of 100 gr/m2 and screed "grés" 25x25x1 cm., on layer 2 cm. cement 1:8, even after cleaning the bracket, setting, training barbers, sinks and other items with special bands reinforcement placed totally adhered to torch after primer, together flap and protective layer, and loss. Measure on horizontal projection.
55,980
27,22
1.523,78
5.6. M2 Covering roof with ceramic tile curve 40x18 cm. placed in rows parallel to the eaves, greeted with cement and sand from the river 1/8, including special items, limes and auction put on layer "Prexpan" of 4 cm. With cement 1/8 to 2 cm. Measured in horizontal projection.
684,020
39,75
21.033,62
Total budget partial Nº 5: 33.900,41
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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6. PLASTERED:
Budget partial Nº 6:
N. Un. Denomination Quantity Price (€) Total (€)
6.1. M2 Garnished, carried out with pasta of plaster YG/L it has more than enough vertical walls, manual finish with flat, even cleaning and humidified of the support.
5.397,300
7,23
39.022,48
6.2. M2 Garnished, carried out with pasta of plaster YG/L it has more than enough vaults or flagstones of stairways, manual finish with flat, even cleaning and humidified of the support.
467,340
3,65
1.705,79
6.3. M2 Garnished of plaster, in vertical and horizontal walls, of 15 mm. of thickness, even formation of corners, gears of holes, finish off with baseboard, "keeps alive" and placement of scaffolding.
1.195,840
7,52
8.992,72
6.4. M2 Sulked to good view, in vertical walls, of 20 mm. of thickness, with cement (II-Z/35A) and river sand 1/6 (M-40), even scaffolding.
744,950
10,42
7.762,38
6.5. M2 Trunk monolayer COTEGRAN-RPB on wall facade without coating based binder cement coloured mass, wounds, including cuts and edges at the rate of 1/1.
1.306,650
8,26
10.792,93
Total budget partial Nº 6: 68.276,30
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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7. LININGS:
Budget partial Nº 7:
N. Un. Denomination Quantity Price (€) Total (€)
7.1. M2 Paving tile "grés" travertine, 41x41 cm., greeted with cement and sand from the river 1/6, bed 2 cm. sand river, baseboards of the same material 7 cm. even rejoint and cleaning.
4.507,600
6,41
28.893,72
7.2. M2 Paving tile "grés" ceramic, bathrooms and kitchen, 33x33 cm. received with cement and sand from the river 1/6, bed 2 cm. sand river, baseboards of the same material 7 cm. even rejoint and cleaning.
521,470
6,17
3.217,47
7.3. M Trunk rung with cream marble ivory, with traces of <1.10 m, face and edges polished, it blocks of 15x3 cm., fingerprint 30x3 cm., and leg of 7x2 cm. face polished length less than 1.10 m. taken with cement M-40A (1:6), even filling boards with coloured cement grout with the same tone of the pieces, removing debris and cleaning.
505,590
4,48
2.265,04
7.4. M2 Ivory cream marble pavement, de 40x60 cm. from 2 cm. thick, received with cement and sand crumbs 1/6, layer of sand from 2 cm. even rejoint and cleaning, baseboards of 7 cm. tall.
315,100
6,85
2.158,44
7.5. M2 Tiled, of 31x45 cm., with border or list it ornamental, taken with cement and lime, of dosage M-40B (1:1:7), even courts, it leaves proportional of blunt, rejoint with grout of white cement and cleaning.
911,514
7,66
6.982,20
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7.6. M2 Tiled target, of 20x20 cm., received with cement and dosage lime M-40B (1:1:7) even courts and proportional part of blunt, rejoint with grout of white cement and cleaning.
39,456
10,83
427,31
7.7. M2 False ceiling made of stone slabs with smooth 100x60 cm. Based spelled with plaster paste and even proportionate share of perimeter moulding plaster (1 m/m2) of section 4.5x4.5 cm. taken with adhesive.
1.178,740
3,73
4.396,70
7.8. M Appeased of 1 m. of height of figured calcareous stone, of 60x40x1.5 cm. of profile, received with cement and river sand 1/6, even alignment, rejoint and cleaning.
165,550
5,15
852,58
Total budget partial Nº 7: 49.193,46
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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8. CARPENTRY:
Budget partial Nº 8:
N. Un. Denomination Quantity Price (€) Total (€)
8.1. M2 Folding door balcony of 1 aluminium foil lacquer colour with fence 50x35 mm., sheet 50x20 mm. and 1.5 mm. thick, for glazing plinth below blind 40 cm. lane and blind PVC latch, even hinges and security locks.
12,320
7,16
88,21
8.2. M2 Door balcony of 2 sheets foldable and fixed side and higher aluminium coloured lacquer v-94, fence and sheet 50x40 mm. and 1.5 mm. thick, for glazing, even hinges and security locks.
212,800
4,67
993,78
8.3. M2 Door balcony of 2 sheets foldable and higher fixed lacquered aluminium coloured v-94, fence and sheet 50x40 mm. and 1.5 mm. thick, for glazing, even hinges and security locks.
57,600
4,67
268,99
8.4. M2 Window folding aluminium lacquer, fence and sheet 50x40 mm. and 1.5 mm. thick, for glazing, blind lane, even hinges and security locks.
112,320
9,99
1.122,08
8.5. UN Door step, to be varnished with mouldings, wood plated edged blade, 203x72.5x3.5 cm. board agglomerate, prefence pine, scabs solid oak of 70x12 mm., lock knob with brass or chrome, setting hardware, levelled and small equipment. Even painted.
100,000
3,33
333,00
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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8.6. UN Door step, to be varnished sheet glass in 60% solid wood plated, solid fencing around its contours, oak fence of 7x3.5 cm., prefence pine 7x3.5 cm., scabs oak 7x1.5 cm. even glass, hanging hardware, close game and brass handles. Even glass coating.
22,000
6,09
133,98
8.7. UN Door step, to be varnished glass of 2 sheets at a 60% solid plated, solid fencing around its contours, fence pine 7x3.5 cm., prefence pine 7x3.5 cm., scabs oak 7x1.5 cm. even hanging hardware, close game and brass handles. Even varnished and glass.
22,000
7,12
156,64
8.8. UN Gate entrance to housing, to be varnished, consisting of a leaf plated, with mouldings, 203x82.5x4.5 cm., board agglomerate, prefence pine, claws fixing galvanized steel, scabs oak, 70x12 mm., brass hinges, locks 3 anchor points, with chrome or brass knob adjusted from the road, fixing hardware and levelled and final settlement, even coating.
22,000
19,08
419,76
8.9. UN Front lined cabinet, formed by blind folding sheets between 45x3.5 and 70x3.5 cm., smooth, coated board agglomerate, prefence pine 60x40 mm., claws fixing galvanized steel to get to the wall, and scabs the 70x12 mm., hinges of 60x40 mm. and shooter with knob, adjusted the road, fixing hardware and levelled. Even lining of the cabinet and varnishing.
26,000
14,17
368,42
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8.10. M2 Gate folding garage door with automatic drain built folding a sheet of 80x1.95 m., done with frame tubes and rectangular sheet steel, fence, guides, counterweight, sealing equipment motorization, with box maneuvers opening distance timer, photo detector and security issuers, fully installed, including painting and remote controls for a parking space.
21,000
23,35
490,35
8.11. UN Door sheet metal vents top and bottom to store galvanized steel, 1 mm. thick, even hanging hardware and security, completely finished.
24,000
20,17
484,08
8.12. UN Grid metal garage ventilation, 65x40 cm., run with profiles of galvanized steel, tubular 50x15x1,5 rack, lamas fixed 0.8 mm. thick, least pin fixation, even received masonry.
6,000
4,23
25,38
Total budget partial Nº 8: 4.884,67
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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9. LOCKSMITHING:
Budget partial Nº 9:
N. Un. Denomination Quantity Price (€) Total (€)
9.1. M Parapet of balcony of 100 cm. of height, composed of panels of galvanized badge, of 20x2 mm. and 10x2 mm., forming grids of 40x40 mm. with fence hollow profile of 50x20 mm. fully assembled and placed in work, including synthetic enamel paint.
55,000
10,55
580,25
9.2. M Handrail of stairway of 100 cm. of height, of wrought iron, carried out with metallic panels with wooden handrails 5 cm. of diameter, even anchorage claws to receive, even painting to the completely mounted synthetic enamel.
74,820
4,30
321,73
9.3.
M2 Entrance door to hall formed by fence and leaf wing and glass of security, with solid panel of steel of 60x8 mm. and bars of solid lump of 14 mm., sideburns for received, ironworks of hanging and security, lock and crank to two faces, elaborated in shop, adjustment and fixation in work, even painting to the synthetic enamel.
7,200
7,74
55,73
Total budget partial Nº 9: 957,71
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10. SANITARY APPARATUSES:
Budget partial Nº 10:
N. Un. Denomination Quantity Price (€) Total (€)
10.1. UN Bathroom, average quality, about 6 m², comprising the following elements: Bath fiber 160x70 cm. light colour, background slip, chrome faucets monoblock conventional standard for toilet and shower, mixer with foreign investment, telephone and shower hose of 1.70 meters, drain automatic 1/2''. Washbasin in furniture 835x80 cm. vitrified porcelain light colour, fitting monoblock conventional chrome bright, with demister and drain automatic feeding of hot and cold water. Toilet and low tank vitrified porcelain light colour, with rigid seat and lid of the same colour, key regulators of feeding 1/2''. Bide of vitrified porcelain light colour, rigid lid colour similar monoblock conventional chrome faucets with automatic drain. Keys general regulatory flow. Module full operation.
36,000
94,27
3.393,72
10.2. UN Bathroom, average quality, about 4 m², comprising the following elements: Shower as project fund slip, chrome faucets monoblock conventional standard for toilet and shower, mixer with foreign investment, telephone and shower hose of 1.70 m., drain automatic 1/2''. Washbasin pedestal of 63x48 cm. vitrified porcelain white, taps monoblock conventional chrome bright, with demister and drain automatic feeding of hot and cold water. Toilet and low tank vitrified porcelain white, with rigid seat and lid
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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of the same colour, key regulators of feeding 1/2''.
8,000
67,31
538,48
10.3. UN Sink cell 60x70 cm. white marble, taps monoblock wall, drain valve through chromed brass of 40 mm., siphon recordable PVC type bottle and liaison with the network of water and drain completely installed.
8,000
13,08
104,64
Total budget partial Nº 10: 4.036,84
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11. PLUMBING:
Budget partial Nº 11:
N. Un. Denomination Quantity Price (€) Total (€)
11.1. UN Instantaneous heater of A.C.S. to gas of 10 l/min., power of 250 kcal/min. (17.4 Kw.), lit piezoelectric, selector and bell for butane, natural gas or gas city, completely installed and proven.
22,000
11,05
243,10
11.2. UN Complete installation of plumbing, in kitchens and bathrooms, with pipes of galvanized iron or get paid and PVC installed and connections, even tests. Complete module in operation.
22,000
39,09
859,98
11.3. UN Assault of water from the general net, of less than 50 mm. of diameter, at a maximum distance of 5 m., with polyethylene tube, key of manual floodgate in casket of 40x40 cm., with foundry cover, even connection accessories and assembly, installed and proven.
2,000
17,96
35,92
11.4. UN Centralization meters (11 meters) of 3/4" diameter, formed by the network connections to external collector of galvanized steel with 12 outlets, accountant general 2" keys cut and cut for each ascending placement electrolytic sleeves, accountants test matches and faucets, valves and backstop in each of the exits, fully installed, even sink casting 20x20 cm.
2,000
246,47
492,94
Total budget partial Nº 11: 1.631,94
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12. PAINTING AND GLASS:
Budget partial Nº 12:
N. Un. Denomination Quantity Price (€) Total (€)
12.1. M2 Painting the plastic "gotelet" white and colour, drop in thin horizontal and vertical walls, sanding, hand primer, hand depth, finishing with paint gun with plastic projected to drop fine.
5.864,640
4,01
23.517,21
12.2. M2 Painting the temple chopped white exterior walls in horizontal and vertical, including primer waterproof and finished roller.
2.656,640
7,95
21.120,29
12.3. M2 Double glazing climalit formed by two moons of 4 mm. more air chamber of 6 mm, with plastic board, placed on carpentry and sealed with silicone colourless, and even cut placement (climalit 4+6+4).
271,740
3,49
948,37
Total budget partial Nº 12: 45.585,87
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13. ELECTRICITY:
Budget partial Nº 13:
N. Un. Denomination Quantity Price (€) Total (€)
13.1. UN Base of taking on collective installation for reception of FM-UHF-VHF until a stocking of 84 takings (three for housing) in construction in height even proportional part of masonry help in: opening of touch for mechanical means, cleaning, tube placement and plastered with pasta of plaster white placement of boxes and bases of embedding proportional part of antennas masts cables coax amplifiers modular mixers distributors sources of feeding distribution boxes it even bases,… even verified official revision and documentation everything it properly placed and connected.
22,000
17,04
374,88
13.2. UN Casket of setting connection to earth of 38x50x25 cm. formed by harnessed wall of solid brick of 12 cm. of thickness with meetings M-40 of 1 cm. of thickness sulked interior with cement 1:3 reserve of mass concrete H-100 and cover of armed concrete H-175 with grill formed for round of diameter 8 mm. each 10 cm. and reinforce perimeter formed by profile of laminate steel L 60.6 soldier to the mesh with profile fence L 70.7 and anchorage sideburns in each one of their angles, tube of slight cement of diameter 60 mm. and setting point to earth even excavation filler transport of spare lands to drain and built connections.
4,000
10,42
41,68
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13.3. UN Electric installation embedded in housing from 81 to 150 useful m2 with high electrification, with three telephone takings and T.V., even mechanisms and general square of control and interior protection with installed mechanisms of half quality.
22,000
49,49
1.088,78
13.4. UN Installation air in the basement of less than 2,000 m2, fully completed according to the current regulations regarding emergency lighting and signage and CO detectors and ventilation own campuses.
1,000
130,37
130,37
13.5. UN Electronic porter for 11 housings, multifamily housing, comprising camera and group phonic willing plate recessed, lighting lamps, feeders, with flat screen monitor, telephone and "open doors", including wiring and connections, fully installed.
2,000
143,66
287,50
13.6. UN Module centralized 11 counters triphasic with its overall cash protection, approved, included cabling and accessories for part of centralizing counters concentrates.
2,000
52,78
105,56
Total budget partial Nº 13: 2.028,77
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14. DECORATION AND SEVERAL:
Budget partial Nº 14:
N. Un. Denomination Quantity Price (€) Total (€)
14.1. M2 Quality control structures, under normal circumstances, including taking samples of fresh concrete, manufacture of test tubes, test compression, sampling and testing to steel traction test tubes.
2.438,000
0,53
1.292,14
14.2. UN Kitchen furniture, standard quality, formed by high and low furniture, electric oven, sink of 2 breast, of 127x50 cm., worktop of 4 fires, piece of furniture covers bell, bench of 2 cm. of thickness in granite with rounded song of 4 cm. thickness, baseboard of 5 cm. of height, taps monocontrol fully installed and running.
22,000
65,22
1.434,84
14.3. UN Bell fumes extractor and fats stainless steel and integrated built in furniture 60 cm.
22,000
15,57
342,54
14.4. M "Dump water" of artificial stone of 25 cm. of wide, refined, with slope, taken with cement M-40a (1:6), even rejoint with grout of white cement, elimination of remains and cleaning.
140,630
3,98
550,71
14.5. UN Fire extinguisher dry powder 21A, including support and placement.
6,000
12,57
75,42
14.6. UN Fire extinguisher dry powder 21A-113B, including support and placement.
12,000
13,81
165,72
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14.7. UN Elevator hydraulic 6 people (of 450 Kg), with 4 stops, two speeds of 1 m/s. and 0,25 m/s., booth door and automatic door of floors, with team of simple automatic maneuvers, it alarms and emergency illumination, help of masonry, completely installed.
2,000
201,21
402,42
14.8. UN Facilities common of telecommunication.
2,000
24,35
48,70
14.9. M2 Closet front embedded in vestibule for facilities, to lacquer, leaf flat folding of having amassed in oak with solid refence wood in all their contour, of 30 mm. of thickness, with fence pine country of 7x6 cm., "cover joint" pine of 7x1,5 cm., even ironworks of hanging and marksmen in brass.
2,000
178,54
357,08
14.10.
UD Door fire walls RF-60, of a leaf of 800x2000 mm. and 48 mm. de thickness, semiautomatic working, bend it plates of steel of 1 mm. of thickness, and inwardly double layer of rock wool, even double hinge, lock of double key type cuts fire, handcuffs of resistant plastic to the fire and steel soul, termination in painting of Epoxy resin polymerized baked, completely installed.
4,000
21,54
86,16
14.11.
UD Superimposed mailbox of mail, of 24x25x13 cm., body in steel foil and door of stainless steel ended up in shine, card and lock, in interiors, installed.
22,000
3,00
66,00
14.12.
UD Decoration hall.
2,000 21,83 43,66
Total budget partial Nº 14: 4.874,39
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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2. SUMMARY BUDGET OF MATERIAL EXECUTION:
Amount (€)
1. MOVEMENT OF LANDS: 41.279,33
2. FOUNDATION: 73.332,65
3. SANITATION: 1.736,54
4. STRUCTURE: 216.649,11
5. MANSORY: 33.990,41
6. PLASTERED: 68.276,30
7. LININGS: 49.193,46
8. CARPENTRY: 4.884,67
9. LOCKSMITHING: 957,71
10. SANITARY APPARATUSES: 4.036,84
11. PLUMBING: 1.631,94
12. PAINTING AND GLASS: 45.585,87
13. ELECTRICITY: 2.028,77
14. DECORATION AND SEVERAL: 4.874,39
15. SECURITY AND HEALTH (0,6 % of budge): 3.344,71
Total: 551.802,70
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 5 COST ESTIMATING
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3. GRAPH BUDGET OF MATERIAL EXECUTION:
MOVEMENT OF LANDS: 7,5 % FOUNDATION: 13,3 % SANITATION: 0,3 %
STRUCTURE: 39,3 %
MANSORY: 6,2 %
PLASTERED: 12,4 %
LININGS: 8,9 %
CARPENTRY: 0,9 %
LOCKSMITHING: 0,2 %
SANITARY APPARATUSES: 0,7 %
PLUMBING: 0,3 %
PAINTING AND GLASS: 8,3 % ELECTRICITY: 0,4 % DECORATION AND SEVERAL: 0,9 % SECURITY AND HEALTH: 0,6 %
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 6 STUDY OF THERMAL CONDITIONS
DOCUMENT Nº 6: STUDY OF THERMAL CONDITIONS
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 6 STUDY OF THERMAL CONDITIONS
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INDEX:
A. REPORT:
1. CHECKING FOR COMPLIANCE WITH THE THERMAL
CONDITIONS:
1.1. Main facade.
2. GRAPH OF TEMPERATURE AND TEMPERATURE OF DEW.
3. PROFILE SUPPORTING THE CALCULATION OF KG OF THE
BUILDING.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 6 STUDY OF THERMAL CONDITIONS
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A. REPORT:
1. CHECKING FOR COMPLIANCE WITH THE THERMAL
CONDITIONS:
1.1. Main facade:
For norm the heavy facades located in this climatic area will
have a maximum transmission coefficient of:
Kmáx ≤ 1,20 Kcal./hmºC.
The minimum thermal resistance will be similar to:
Rmin = 1/Kmáx = 1/1,20 = 0.833
It suppose as insulating: Expanded polystyrene type III.
CONCEPT THICKNESS (m)
λ Ri (thickness/λ)
1/hi - - 0,13
Plastered 0,015 0,26 0,058
H.B.- 7 0,070 0,42 0,167
Insulating thermal t 0,032 t/0,032
H.B.- 11 0,11 0,42 0,262
Sulked of cement 0,010 1,20 0,008
1/he - - 0,07
Σ - - 0,695 +
(t/0,032)
0,833 = 0,695 + (t/0,032) t = 0,005 m.
It is needed 5 mm. from thermal insulation, thus is placed
2 cm. expanded polystyrene, to avoid as much as possible having
condensation.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 6 STUDY OF THERMAL CONDITIONS
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CONCEPT THICKNESS (m)
λ Ri Rv (Data)
Rvi=txRv POINT ∆T=(TI-TE)Ri/RiTOTAL TEMPERATURE POINT
∆P=(PI-PE)Rvi/RviTOTAL PV TDELL
16 13,620 11,50 1/hi - - 0,13 - - 2,068 - A
13,932
13,620
11,50 Plastered 0,015 0,26 0,058 0,052 0,078 0,923 0,820
B 13,009 12,800 10,68
H.B.- 7 0,070 0,42 0,167 0,026 0,182 2,657 1,914 C 10,352 10,886 5,61
Insulating thermal 0,020 0,032 0,625 0,15 0,3 9,943 3,154 D 0,409 7,732 2,60
H.B.- 11 0,11 0,42 0,262 0,026 0,286 4,168 3,007 E -3,759 4,725 1,69
Sulked of cement 0,010 1,20 0,008 0,087 0,087 0,127 0,915
F -3,886
3,810 -8,12 1/he - - 0,07 - - 1,114 -
-5 3,810 -8,12 Σ - - 1,32
0,933
21,000
9,810
Hi = 75% Ti = 16 ºC Pv (Pressure of vapour) = H% x Ps (Saturation pressure)
He = 95% Te = - 5 ºC Pvi = 0,75 x 18,17 = 13,62 mbar.
Pve = 0,95 x 4,01 = 3,81 mbar.
As in the "E" there is condensation placed a barrier consisting of a short steam aluminium foil to 8 microns.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 6 STUDY OF THERMAL CONDITIONS
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2. GRAPH OF TEMPERATURE AND TEMPERATURE OF
DEW:
-10
-5
0
5
10
15
20
1 2 3 4 5 6 7 8
T. POINTT. DELL
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 6 STUDY OF THERMAL CONDITIONS
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3. PROFILE SUPPORTING THE CALCULATION OF KG OF
THE BUILDING:
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
DOCUMENT Nº 7: STUDY OF SECURITY AND HEALTH
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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INDEX:
A. REPORT:
1. PURPOSE OF THIS STUDY.
2. CHARACTERISTIC OF THE WORK:
2.1. Description and situation of the work.
2.2. Problematic of the plot:
- Topography and surface.
- Characteristic and situation of the existent
services.
2.3. Budget, execution term and manpower.
2.4. General data project and of the study of security
and health.
3. PREVIOUS WORKS TO THE REALIZATION OF THE WORK.
4. HYGIENIC SERVICES, CHANGING ROOM, DINING ROOM
AND OFFICE OF IT WORKS.
5. ELECTRICAL INSTALLATION OF TEMPORARY WORK:
5.1. Risks more common detectable.
5.2. Norms or measures preventive type.
5.3. Norms or measures of protection type.
6. PHASES OF EXECUTION OF THE WORK:
6.1. Movement of Earths.
6.2. Foundation.
6.3. Structures.
6.4. External partition.
6.5. Masonry.
6.6. Finishes and facilities.
7. AUXILIARY MEANS
7.1. Scaffolds in general.
7.2. Borriquetas scaffolds.
7.3. Tubular metallic scaffolds.
7.4. Hand stairways (wooden or metal).
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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7.5. Protection visors of the access to work.
8. MACHINERY OF IT WORKS
8.1. Machinery in general.
8.2. Shovel loader.
8.3. Dump Truck.
8.4. Backhoe.
8.5. Crane-tower.
8.6. Lawn mower of ceramic material.
8.7. Vibrator.
8.8. Saw to circulate of table.
8.9. Manual tools.
9. LABOR RISKS THAT CANNOT BE ELIMINATED.
10. WORKS THAT IMPLY SPECIAL RISKS.
11. CONDITIONS OF SECURITY AND HEALTH IN THE FOREGONE
LATER WORKS.
B. PLANS.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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A. REPORT:
1. PURPOSE OF THIS STUDY:
This Study of Security and Health settles down, during the
construction of the work, the forecasts regarding prevention of risks
and professional accidents, as well as the sanitary services common
to the workers.
It will be good to give some basic guidelines to the companies
contractors to carry out their obligations in the field of the prevention
of professional risks facilitating their low development the
Coordinator's control as regards Security and Health during the
execution of the work, in accordance with the Real Ordinance 1627 of
October 24, 1997 that it establishes the Minimum Dispositions as
regards Security and Health.
2. CHARACTERISTIC OF THE WORK:
2.1. Description and situation of the work:
The plot on to run the play is located in the block between
street Södra Vägen, street Klyvaregatan and street Dragvägen.
The project consists of an apartment building, formed by an
isolated block.
This construction is defined as a piece of new construction. It is
a building of residential use to be an apartment, in which areas
dedicated to other subsidiary activities of the main one exist, such as
commercial first floor and garages.
The construction is distributed in plant basement dedicated to
garages, it plant 1ª dedicated to housing and commercial first floor,
and the plants 2ª, 3ª and 4ª (covered low floor) dedicated to
housings.
This phase will understand all the works related with the
construction phase.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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The access to the housings is carried out for two located halls,
one in the street Södra Vägen and another in the street Dragvägen.
The communication among the respective plants is carried out
for the nucleus of communications formed by two flight staircase and
elevator.
The structural system is formed by concrete armed in pillars
and beams, the wrought one with prestressing semiresistant joists or
on the site; roof spaces of concrete and steel, B 400 S.
The facade constituted with caravista brick and hollow of 11,
chamber hollow brick of the 7 with revoke coloured mass and in
ground floor, ended in plates of artificial or similar stone.
The cover will be executed with tile it curves on floor structure
inclined.
It provides the building water supply, electricity and sewerage,
telephone and gas, (all of the conventional type).
The access to the work is foreseen across any of the streets
that surround the apple.
2.2. Problematic of the plot:
- Topography and surface:
The parcel on which will execute the work has an approximate
surface of 3770 m².
After the demolition of the old construction, is that the ground
is clay until 3 m. of depth and to more depth it is constituted by
gravels and slimes.
- Characteristic and situation of the
existent services:
It possesses services of water, sewer system and electricity.
2.3. Budget, execution term and manpower:
Budge of Material Execution: 551.802,70 €.
The budget of Security and Health is of 3.344,71 €.
Term of Execution: 37 months.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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Given the work type, the system of execution of the same one
and having the auxiliary means for their existent execution in the
current market, under normal conditions of work is considered a term
of initial execution of 37 months.
On the basis of the premises established previously for the
execution of the work, and applying the usual percentages in the
building construction of the same characteristics a maximum number
of operatives in the same of 10 workers.
2.4. General data project and of the study of
security and health:
Author of the Study of Security and Health: Elian Herranz Gil.
Name of the Project: Project of 22 apartments with garage, and
commercial premises.
Typology of the work to build: The project consists of an
apartment building, formed by an isolated block.
Localization of the work to build: The plot on to run the play is
located in the block between street Södra Vägen, street Klyvaregatan
and street Dragvägen.
3. PREVIOUS WORKS TO THE REALIZATION OF THE
WORK:
After the demolition of the current building it will have realize
the fence of the perimeter of the plot according to planes and before
the beginning of the work.
The conditions of the fence will have to be:
- It will have 2 meters high.
- Large door for access of vehicles of 4 meters of
independent width for access of personnel.
It will present as minimum the signalling of:
- Prohibited to park in the zone of entry of vehicles.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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- Prohibited the pedestrian crossing along the entry of
vehicles.
- Obligatory nature of the use of the hull in the enclosure of
the work.
- Prohibition of entry to every person foreign to the work.
- Cartel of work.
Making a stand for the general onslaught in which it will take
into account the Electrotechnic Low Tension Regulation.
4. HYGIENIC SERVICES, CHANGING ROOM, DINING
ROOM AND OFFICE OF IT WORKS:
Depending on the maximum number of workers to locating in
work, 10 workmen, the endowments of service have been developed,
wardrobes according to the normative one effective of Security and
Health in the Work.
They will be supplemented by the necessary auxiliary elements:
towel racks, soap-dishes,…
The wardrobes will be provided of seats and individual box
offices, with key, to keep the clothes and the footwear.
It will have to prepare of warm and cold water in showers and
washbasins.
There will be a container for withdrawal of garbages.
It is kept in perfect condition for cleaning and conservation.
In the work office one will install a first-aid kit with the
minimum content indicated by the existing legislation, and a fire-
extinguisher of dry polyvalent powder of efficiency 13 A.
The provisional facilities for the works will be realized inside the
prefabricated modules commercialized in sheet confined with
insulating thermal and acoustic. They will be mounted on slight
foundation of concrete.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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5. ELECTRICAL INSTALLATION OF TEMPORARY WORK:
5.1. Risks more common detectable:
- Sharp wounds in hands.
- Electrocution; direct and indirect electric contacts derived
essentially of:
- Works with tension.
- To try to work without tension but without making
sure that is interrupted exactly or that can connect unexpectedly.
- Badly functioning of the mechanisms and protection
systems.
- To use inadequate or damaged equipments.
- Badly behavior or incorrect installation of the
protection system against contacts electrical indirect in general and of
the capture of land especially.
5.2. Norms or measures preventive type:
A) Protection System against indirect contacts:
For the prevention of possible indirect electric contacts, the
elected protection system is the one from setting to earth of the
masses and court devices for defect intensity (differential switches).
B) Norms of prevention type for the cables:
The caliber or section of the one wired will be the one specified
in planes and according to the electric load that must support in
function of the machinery and foreseen illumination.
All the used drivers will be isolated of nominal tension of 1000
volts as minimum and without valuable faults (rips, rebald and
assimilable). Defective sections will not be admitted in this respect.
The distribution from the general square of work to the
secondary squares (or of plant), it will be made by means of buried
canalizations.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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In case of there is effecting laying of cables and hoses, this one
will carry out to a minimal height of 2 m. In the pedestrian places and
of 5 m. In those of vehicles, measured on the level of the pavement.
The laying of the cables to cross road of work, since already it
has been indicated previously, will be effected buried. There will be
put up signs the "step of the cable" by means of a permanent
copulation of planks that they will have for object protect by means of
distribution of loads, and indicate the existence of the "electrical step"
to the vehicles. The depth of the minimal ditch, it will be between 40
and 50 cm.; the cable will be protected in addition inside a rigid pipe,
well of cement-fiber, well of rigid plastic curved in warms.
Case of having to make connections among hoses one will keep
in mind:
a) Always they will be high. One prohibits to support them in
the soil.
b) The provisional junctions between hoses monopolies will
execute by means of normalized connections antidampness.
c) The definitive junctions will execute using boxes of
normalized junctions safety monopolies.
The interconnection of the secondary squares in plant 1ª, it will
be made by means of buried canalizations, or by means of hoses, in
which case they will be hung to a height on the pavement around the
2 m., to avoid accidents for aggression to the hoses for use level with
the floor.
The layout of the hoses of supply electrician won't coincide with
the one from provisional supply of water to the plants.
The "extension" hoses:
- If they are for short periods of time, to take spread by the
floor will be been able to, but brought closer to the vertical
parameters.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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- Monopolies will combine by means of normalized
connections antidampness or insulating cases, with minimal
protection against water jets.
C) Norms of prevention type for the switches:
They will adjust expressly, as specified in Regulation
Electrotechnic Low Voltage.
The switches will settle inside normalized boxes, provided of
entrance door with lock of security.
The boxes of switches will possess adhered on their door a
normalized sign of danger, electricity."
The boxes of switches will be hung, well of the vertical walls,
well of stable right feet.
D) Norms of prevention type for the electric squares:
They will be metal-workers of type for the outdoors, with door
and safety lock.
In spite of type being for the bleakness, they will be protected
of the rain water by means of effective visors as additional protection.
The metallic electric squares will have the framework connected
to land.
They will possess adhered on the door a sign normalized of
"danger, electricity".
Slopes of wooden boards will be hung received to the vertical
parameters or, to firm right feet.
They will possess sockets for normalized connections armoured
for outdoors, in number determined according to the realized
calculation.
The electric squares of this work will be endowed with electric
location of opening.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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E) Norms of prevention type for the energy takings:
The electric outlets will go provided of switches of court
omnipolar that allows to leave them without tension when they do not
have to be used.
The electric outlets of the squares will be made of the
distribution squares, by means of armored normalized pegs
(protected against direct contacts) and whenever it is possible, with
location.
Each electric outlet will give electric power to a single
apparatus, machine or machine-tool.
The tension will always be in the female peg, never in the
"male", to avoid the direct electric contacts.
The electric outlets won't be accessible without the employment
of useful special or they will be included covered first floor or closets
that provide a similar degree of inaccessibility.
F) Norms of prevention type for the protection of the circuits:
The installation will possess all the automatic switches defined
in the planes as necessary: Its calculation has always been made
lessening with the purpose of that they act inside the margin of
security; that is to say, before the driver to which protect, arrive to
the acceptable maximum load.
The automatic switches will be installed in all the lines of
electric outlet of the distribution squares, as well as in those of
feeding to the machines, apparatuses and machine-tool of electric,
such operation and like it is reflected in the outline unifilar.
The general circuits will be equally protected with automatic
switches or magnetotérmicos.
All the electrical circuits will be protected likewise by means of
differential circuit-breakers.
The differential circuit-breakers will establish themselves in
agreement with the following sensibilities:
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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- 300 MA. Feeding to the machinery.
- 1 MA. Feeding to the machinery like improvement of the
level of security.
- 1 MA. For the electrical facilities of not portable system of
illumination.
The portable illumination will feed to 24 v. by means of
transformers of security, preferably with separation of circuits.
G) Norms of prevention type for the earth takings:
The overall network of land must comply with the specifications
detailed in Section MI.BT.039 of existing regulation Electrotechnic for
Low Voltage, as well as all those areas specified in Section MI.BT.023
through which the facility can be improved.
Case of having to have a transformer in the works, will be
equipped with an approved earth adjusted to the regulations in force
and the rules of the power company supplier in the area.
The metallic parts of all electric team will prepare of taking of
earth.
The neuter of the installation will be on to land.
The taking of earth in a first phase will be made through a pike
or badge to locate next to the general square, from which will be
distributed to the entirety of the receivers of the installation. When
the general capture of definitive land of the building is realized, it will
be this one the one that is in use for the protection of the electrical
provisional installation of work.
The thread of capture of land, always it will be protected by
macaroon in yellow and green colours. It is prohibited expressly to
use it for other uses. It will only be been able to use driver or cable of
copper nude of 95 section mm². like minimum in the tracts buried
horizontally and that they will be considered as artificial electrode of
the installation.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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The general net of land will be only for the entirety of the
included installation the unions to land of the rails for stay or
displacement of the cranes.
Case that the cranes can approach to an electric line of stocking
or high lacking tension of appropriate insulating screening, the taking
of land, so much of the crane as of their rails, it will be electrically
independent of the general net of land of the provisional electric
installation of work.
The electrical recipients provided with protection system for
double isolation and the fed ones by means of transformer of
separation of circuits, they will lack protection driver, in order to
avoid their reverberation to land. The rest of frameworks of engines
or machines will connect due to the general net of land.
The captures of land will be placed in the area of such a form,
that their functioning and efficiency is the needed one for the
installation.
The conductivity of the area will increase spilling in the place of
pushed of the pike (plate or driver) water of periodic form.
The point of connection of the pike (plate or driver), will be
protected inside a practicable small casket.
H) Norms of prevention type for the illumination installation:
The masses of the fixed recipients of system of illumination,
they will connect to the general net of land by means of the
conductive correspondent of protection. The portable lighting fittings,
except the used ones with small tensions, will be of type protected
against the water jets.
The system of illumination of the work, there will expire the
specifications established in the Ordinances of Work of the
Construction, Glass and Ceramics and General of Security and
Hygiene in the Work.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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The lighting of the grinds will be by means of projectors located
on "right feet" road surfaces.
The electric power that should be given to the portable lamps
for the lighting of flooded grinds, (or humid), will be served across a
transformer of current with separation of circuits that reduces it to 24
volts.
The lighting of the grinds will place to a height around 2 m.,
measured from the surface of support of the workmen in the working
place.
The lighting of the grinds, providing that it is possible, will
effect crusade in order to diminish shades.
The zones of step of the work will be permanently illuminated
avoiding dark corners.
I) Norms of security type, of application during the maintenance
and repairs of the provisional electric installation of work:
The personnel of maintenance of the installation will be
electrical, and preferably in possession of corresponding professional
identification card.
The whole electric machinery will be revised periodically, and
especially, in the moment in the one that a failure, moment in the
one is detected that will declare it to him outside of service by means
of electric disconnection and the one hangs of the corresponding label
in government's square.
The electric machinery, it will be revised by specialist personnel
in each machine type.
The revisions or repairs are prohibited under current. Before
initiating a repair there will be disconnected the machine of the
electrical net, installing in the place of connection a visible sign, in
which there am read: "NOT TO CONNECT, MEN BEING EMPLOYED AT
THE NET".
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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The amplification or modification of lines, squares and
assimilable the electricians will only make it.
5.3. Norms or measures of protection type:
The electric squares of distribution will always be located in
places of easy access.
The electric squares won't settle in the development from the
access ramps to the bottom of the excavation (they can be pulled up
by the machinery or trucks and to cause accidents).
The electric squares of outdoors, for additional protection will
cover with visors against the rain.
The provisional posts of those that to hang the electric hoses
won't be located to less than 2 m. (as general norm), of the edge of
the excavation, highway and assimilable.
The electric supply to the bottom of an excavation will be
executed by a place that is not the access ramp, for vehicles or for
the personnel, (never next to hand stairways).
The electric squares, in service, will remain closed with the
locks of triangle security, (or of key) in service.
The use of rudimentary fuses is not allowed (pieces of having
wired, threads, etc.). It is necessary to use appropriate normalized
fusible cartridges to each case.
6. PHASES OF EXECUTION OF THE WORK:
6.1. Movement of Earths:
A) Description of work:
Before performing the work of earth-moving, the site will be
closed to the fence indicated on measurements and maps, in order to
protect access to any person not to work. It was a sign on the fence
indicating the prohibition of any person to step outside the work, as
well as mandatory helmet use for anyone who enters into the interior
of the work. It will be used as machinery with a backhoe shovel
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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frontal charged in a dump truck. In the event of having to use the
jackhammer use hearing protectors when exceeding 80 decibels of
noise.
B) More frequent risks:
Violations and collisions originated by the machinery.
Overturns and slides of the machines.
Falls in height.
Generation of dust.
Explosions and fires.
Electrocutions during excavation for the existence of buried
electric lines.
C) Basic safety standards:
The maneuvers of the machinery, they will be directed by
person different to the driver.
The walls of the excavation, will be revised with supreme detail
after rains or icy, detachments or when the work is interrupted more
than one day, for any circumstance.
The foundation wells will be correctly signalled, to avoid fallen
of the personnel to their interior.
It will comply, the ban on the presence of personnel in the
vicinity of the machines during their work.
At work in the ditch, the minimum distance between the
workers will be 1 meter.
The output of trucks on the street will be warned by a person
other than the driver, to prevent users of the route running.
Maintenance of proper machinery.
Correct disposal of the burden of land in the truck, loading it
not longer than admitted.
Water the work area to prevent dust formation (uprising land
on much air).
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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Studying the existence of buried power lines. Using their hands
when we are at 0.5 m. the lines buried.
D) Personal protection:
Helmet approved.
Overalls and if water suits and boots with metal edge.
Use of seat belts by the driver of the machinery, if it is
equipped with cabin rollover. The cab driver will casing rollover
protection.
Using masks.
Gloves dielectrics if there is a danger of electrocution.
E) Collective protections:
No stacking containers containing toxic or flammable,
hermetically sealed, next to the work area or the area condition of
the machine.
No stacking materials in transit areas, removing objects to
prevent the passage.
Signage and traffic management machine in a visible and
easily.
6.2. Foundation:
A) Description of work:
The foundation of the building is sufficiently reflected in the
plans, being done mainly based pads isolated conveniently tied with
tied beams and beams avoiding turning.
The concrete for the structure will be supplied from a central
concreted through truck mixer and distributed through the pit crane
running. The vibrated concrete will be done with a vibrator electric
needle.
The steel will be mounted and the work, in case of having to
cut armors the radial one will be in use.
B) More frequent risks:
Falls, to the ditches or wells.
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Fallen to the same level, as a result of the slippery conditions
because of the muds.
Sharp wounds caused by the armors.
Allergy in the skin because of the contact with cement.
Electrocutions because of not existence of capture of land in the
electrical machines: derrick, vibrators, radial.
C) Basic safety standards:
Completing the work by qualified personnel.
Delimitation of the areas for steel, collection of armor,…
The armor, for placement in the trenches, will be suspended
vertically through slings, through the crane and will be guided by the
bottom rope. The slings will have hooks to secure closure will lead.
The armor prior to their placement, will be totally completed,
thereby eliminating staff access to the bottom of the ditch.
During the lifting of steel and armor, will be prohibited retention
of staff, the scope of the machine. Avoiding the step of loading crane
above the staff.
Maintenance on the highest attainable standard of cleanliness of
the work area, enabling staff to access roads to each grind.
D) Personal protection:
Approved helmet, at all time.
Leather gloves for handling ferralla, concreted boards,...
Overalls, water suits.
Rubber boots during the concreted and safety footwear during
the managing of the steel.
Footsore antiparticles when armors are cut by the radial one.
E) Collective protections:
Delimitation of the area of machinery work.
Organization and signalling of the traffic.
Adapted maintenance of the machinery.
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6.3. Structures:
A) Description of work:
The shuttering of props and beams will be executed by wood or
metallic plates prepared to leave the seen concrete and metallic props
for the survey of the wrought one.
The concrete for the structure will be supplied from a central
concreted through truck mixer and distributed through the grind
crane running.
The machinery to be used is the crane, vibrator needle electric
circular saw for wood, the radial cutting armor, the shear.
B) More frequent risks:
Falls in height, in the phases of formwork, commissioning works
of concrete and deshuttering.
Cuts in their hands.
Pricks, often on the feet, at the stage of deshuttering.
Falling objects at different levels (hammers, pliers, wood, dry).
Bumps in the hands, feet and head.
Electrocutions by indirect contact.
Falls at the same level, for lack of order and cleanliness in the
plants.
C) Basic safety standards:
The hand tools will be hooked with karabiner to prevent its fall
to another level.
All holes plant (yards lighting, elevator and stairs) will be
protected by railings and baseboard.
To access the interior of the work, using access always
protected.
The concreted of forged shuttering of not having brought the
total will be from boards, organizing working platforms, without
stepping on the roofs space.
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Once deshuttering the plant, the materials will be heaped
correctly and in order. The cleaning and the order, so much in the
work plant like in the one that deshuttering is been, it is
indispensable.
Regarding the wood with tips, it should be lacking the same
ones and heaped in areas that are not forced in passing of the
personnel, willing to take them to the place of corresponding storing.
When the crane elevates the steel, the personnel it won't be
under the suspended loads.
D) Personal protection:
Obligatory use of approved helmet.
Footwear with reinforced soil antifix.
Rubber gloves, rubber boots during the spillage of the concrete.
Safety belt, where it proceeds.
Gloves of leather during the managing of the armor and worn
with reinforced toe.
Footsore antiparticles.
Masks antipowder during the cut of wood to avoid the sawdust
of the wood.
Overalls adjusted to the body, without pockets,…
Auditory protectors.
E) Collective protections:
The access to the work enclosure, as well as the step toward
the area of wardrobes, dining rooms, etc. it will be protected with a
wooden visor, able to support a load of 600 Kg./m2.
All the holes, so much horizontal as vertical, they will be
protected with handrails of 0,90 m. of height and 0,20 m. of
baseboard.
The use of streamers ropes will be prohibited of signposting,
like protection, though they can use to delimit zones of work.
As it is promoting the work the nets will be replaced with rails.
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The nets of rhombic mesh will be of the type pole and superior,
hung fork, covering two plants along the perimeter of facades,
cleaning the wood or other materials that they have been able to fall
in the same ones periodically. For the characteristics of the mesh, it
will take care that there are not spaces without covering, uniting a
net with another by means of strings. For a bigger easiness of the
assembly of the nets, they will be foreseen to 10 cm. of the border of
the wrought one, some steel hooks, placed to each other to 1 meter,
to tie the nets for their inferior border; and some holes of 10x10 cm.,
separate as maximum 5 m. to go by them the masts.
In the areas that it gives to public roads, it will be left foreseen,
or later solutions will be adopted, sausage in the wrought one first,
salient of metallic profile to hold the necessary parquet, (1,50/2,00
m. of flight) that protects to people's step of fallen of objects.
6.4. External partition:
A) Description of work:
The type of external partition used in front line will be on the
ground floor, hollow brick factory of 11 cm. Thick doubled placated
with artificial stone, or similar, and other plants are done with the
finished single.
It was used for its correct implementation, from the point of
view of safety, exterior metal scaffolding, in which personnel work
will be fully protected if they meet the safety of the installation of
scaffolding. (Perfect anchor, fitted with handrails and baseboards,
independent access by the element itself,…).
In the work of interior (masonry in general), will be used
scaffolding of borriquetas adequate.
B) More frequent risks:
Falls personnel involved in the work by not properly using the
appropriate aids, such as scaffolding or collective protection
measures.
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Falls of materials and supplies used in the work.
Blows against objects.
Cut for the handling of objects and tools.
Allergy for contacts with the cement.
Particles in the eyes.
Cut for use of useful and tools.
Overstrains.
Electrocution.
C) Basic safety standards:
Compulsory use of personal protective element.
Never made these operators work alone.
Placing appropriate means of collective protection.
Placing protective visors or resistant shelters.
Signage area of work, work facades.
D) Personal protection:
Approved safety belt type A and C.
Personal Safety Equipment, (with art reinforced boots, helmet,
overalls, gloves)
Rubber gloves or rubber.
E) Collective protections:
Placement of elastic nets which can be used for a maximum
height of 6 m. not having hard points therefore and being elastic,
being used those of fiber, which does not shrink to wet or gain
weight, the maximum grid will be 10x10 cm. having strengthened the
perimeter of the same, with metal wire coated fabric; used for fixing
networks type pole and hanging brackets that hold the upper
surfaces, which cross the forged in two heights taking resistance
themselves, and must be prepared of minimum the possibility of
hitting a person to fall, recommended to be placed as close as
possible to the vertical pillars or walls.
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Installing protections to cover vertical holes of shell before they
are made, removable metal railings for their placement and easy
adaptation to different types of holes, they consist of two metal feet
rights anchored to the floor and ceiling of each forged with railings of
90 cm. and 45 cm. tall fitted baseboards of 15 cm. Should withstand
150 kg./ml., And subject to the forged through spindles rights metal
of the feet, not used "never" as rails, ropes or chains with banners or
other signalling components.
Installing shelters for protection from falling objects, composite
wood overhang of 2.50 m. at the first forged on supports horizontal
anchored to the forged with jaws at its top and jabalconies at the
bottom with a maximum separation between them 2 meters will be
installed in the area of personnel access to the work.
Independently of these measures, when external partitions
works are made, the area will be defined, signalling it, avoiding the
personnel's step as much as possible for the vertical of the works.
6.5. Masonry:
A) Description of work:
The masonry works that can be carried out inside the building
are very varied; we will enumerate those that we consider more
habitual and that they can present bigger risk in their realization.
B) More frequent risks:
1. In masonry works:
Projection of particles on having cut the bricks with palette.
Splashes of pastas on having worked at the level of the eyes
placing the bricks.
2. In the opening works of you touch manually:
Bumps hands.
Projecting particles.
3. In the works of having plastered:
Fallen at the same level.
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Splashes to the eyes mainly in works carried out in the roofs.
Allergy, for contact with the pastas.
4. In the work of soldiers and tiled:
Projecting to cut particulate materials.
Cuts and wounds.
Aspiration of dust when using machines for cutting or sanding.
Overstrains.
Fallen of height at different level.
Bumps upper and lower extremities.
C) Basic safety standards:
There is a basic rule for all this work is the order and
cleanliness in each of the edges, surfaces are free transit obstacles
(tools, materials, rubble), which can cause strokes or falls, obtaining
in this way a increased performance and security.
The evacuation of rubble will be carried out through conduction
tubular, commonly called elephant trunk, conveniently anchored to
the forged with protection against falls under vacuum to the
discharge outlets.
D) Personal protection:
Overalls.
Safety hull authorized for the whole personnel.
Rubber gloves it dies or natural rubber.
Thimbles reinforced with level of mesh in opening cleared
ground manually.
Gauntlets of leather.
Safety glasses.
Protective glasses.
Masks antipowder.
Safety boots.
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E) Collective protections:
Install railings resistant fitted baseboards to fill voids forged
and openings in the fences that are not completed.
Coordination with the rest of the trades involved in the work.
6.6. Finishes and facilities:
A) Description of work:
We must distinguish the following interior finishes: carpentry
wood and aluminium, glass, paint and coated.
In facilities, has included work: plumbing, electricity, satellite
TV and FM, against fires.
B) More frequent risks:
1. Wooden and aluminium carpentry:
Falls of people at the same level.
Falls of people at different levels in the installation of aluminium
carpentry.
Falls of materials and small objects at the facility.
Blows with objects.
Injuries in the upper and lower extremities.
Risk of direct contact at the connection of machine tools.
In those knifed and sanding wood flooring, humid
environments.
2. Glass:
Falls of materials.
Falls of people at different levels.
Courts in the upper and lower extremities.
Blows against glass and placed.
3. Paintings and varnishes:
Intoxication for emanations.
Explosions and fires.
Splashes to the face in their application, mainly in roofs.
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Fallen at the same level for inadequate use of the auxiliary
means.
4. Facilities in general:
Blows against objects.
Wounded in superior extremities.
Burns for the flame of the torch.
Explosions and fires in the welding works.
5. Electricity facilities:
Fallen of personal at the same level, for undue use of the
stairways.
Electrocutions.
Cut in superior extremities.
6. Installation of antenna of TV and FM:
Fallen of people that intervene in the works.
Fallen of objects.
Wounded in superior extremities in the manipulation of the
cables.
C) Basic safety standards:
1. Wooden and aluminium carpentry:
It will be proven at the beginning of each day the state of the
means auxiliary employees in their placement (scaffolds, as well as
the belts of security and their anchorages).
2. Glass:
The large size of glass will be mounted on the facade or interior
carpentry, will be handled with suction cups.
In the storage operations, transport and placement the glasses
will stay in vertical position, the place of signalled storage being and
free of other materials.
The placement will be carried out from inside the building.
They will put on makeup the glasses once placed.
They will take off the glass fragments as soon as possible.
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3. Paintings and varnishes:
Adapted ventilation of the places where they are carried out
works.
They will be closed the recipients that contain solvent and far
from the heat and of the fire.
4. Facilities in general:
The portable machines that are used will have double isolation.
It will never be used like taking of earth or neuter, the
canalization of the heating.
The valves, hoses and torches will be revised to avoid flights of
gases.
It removed the gas cylinders near any heat source protecting
them from the sun.
It will check the general condition of hand tools to avoid
bruising and cuts.
5. Electricity facilities:
The connections were always carried out without tension.
The tests that have to be carried out with tension will be made
after checking the finish of the electric installation.
The manual tool will be revised with rhythm to avoid courts and
blows in its use.
6. Installation of antenna of TV and FM:
The portable machinery that is used will have double isolation.
One won't work the days of rain, wind, air, snow or ice in the
installation in the cover.
D) Personal protection:
1. Wooden and aluminium carpentry:
Overalls.
Helmet safety approved.
Safety belt approved in jobs at risk of falling to a different level.
Leather gloves.
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Boots with art reinforced.
2. Glass:
Overalls.
Helmet safety approved.
Footwear fitted with reinforced soles.
Leather gloves.
Using wrist and leather sleeves.
3. Paintings and varnishes:
They will be used glasses for the works of roofs.
Use of mask protector in the works of paintings to the one drips
him.
4. Facilities in general:
Overalls.
Homologated helmet of security.
Leather aprons will be used gloves, glasses, and you bounce
with leggings.
5. Electricity facilities:
Overalls.
Homologated helmet of security.
6. Installation of antenna of TV and FM:
Overalls.
Homologated helmet of security.
Footwear slip.
Safety belt approved.
E) Collective protections:
1. Wooden and aluminium carpentry:
Use of appropriate auxiliary means for the realization of the
works (stairways, scaffolds).
The work areas will be orderly.
The carpentries will make sure conveniently in the places they
will go, until their definitive fixation.
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2. Glass:
When being made the works from inside the building they will
stay the work area it cleans and ordinate.
3. Paintings and varnishes:
When being carried out this type of finishes when concluding
the work, they are not necessary specific collective protection only
the appropriate use of scaffolds, of borriquetas and of the stairways.
However, for those works of painting or stucco that are carried
out in facade, scaffolds will be used with the preventions and
normative that later on will be specified.
4. Facilities in general:
The stairways, platforms and scaffolds used in their installation,
will be under perfect conditions having resistant handrails and
baseboards.
5. Electricity facilities:
The work area is always clean and orderly, and properly
illuminated.
The stairs will be fitted with braces, and to delimit its opening
when scissor; if they hand, will be wooden skid elements at its base.
It will be signalled conveniently areas where they are working.
6. Installation of antenna of TV and FM:
The working platforms are mounted to metal work will be
ridden conveniently with one another planks sewn below, taking its
perimeter metal railing and baseboards of 30 cm.
7. AUXILIARY MEANS:
7.1. Scaffolds in general:
A) Risk detectable more common:
Falls to a new level (when entering or leaving).
Falls at the same level.
Crash of scaffolding.
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Crash or falling objects (boards, tools, materials).
Blows by objects or tools.
Catching.
Others.
B) Rules or preventive measures type:
The scaffolds will always be braced to avoid the undesirable
movements that can make lose the balance to the workers.
Before being gone up to a platform scaffolding all their
structure it will be revised to avoid the unstable situations.
The vertical tracts (modules or right feet) of the scaffolds, they
will lean on planks of allotment of loads.
The feet of scaffolding rights in the areas of sloping ground, it
was supplemented by anchors or portions of the board, engaged one
another and received board division.
The work platforms will have a minimum of 60 cm. of width and
they will be firmly anchored to the supports in such a way that the
movements are avoided by slip or overturn.
The working platforms, regardless of the height, have perimeter
railings full 90 cm. tall, formed by handrails, bar or strip intermediate
and baseboards.
The working platforms will enable the movement and
communication necessary to complete the work.
The boards forming platforms will work without visible faults,
with good looks and no knots to undermine their resistance. Be clean,
so that faults can be seen by its use and singing will be 7 cm. as
minimum.
It is forbidden to leave the platforms on the scaffolding,
materials or tools. They can fall on people or make them stumble and
fall when walking on them.
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It prohibits throwing debris directly from the scaffolding. The
rubble will be collected and download plant floor, or poured through
tubes.
It prohibits the manufacture pastas (or equivalent) directly on
the platforms of scaffolding.
The distance of separation of scaffolding and vertical wall work
shall not exceed 30 cm. in preventing falls.
It expressly prohibits platforms run by scaffolding, to prevent
accidents by fall.
It prohibits "jump" of the platform scaffolding inside the
building; step will be carried out through a gateway installed for that
purpose.
The scaffolds will be inspected daily by the foreman, taken
charge or Service of Prevention, before the beginning of the works, to
prevent shortcomings or lacks of measures of security.
The elements that denote some failure technical or bad
behavior you will dismount immediately for their repair (or
substitution).
The previous medical recognitions for the personnel's admission
that should work on the scaffolds of this work, will try to detect those
organic dysfunctions (vertigo, epilepsy, heart dysfunctions,...) that
can suffer and to cause accidents to the operative. The results of the
recognitions will be presented to the coordinator of security and
health in work execution.
C) Personal protective clothing recommended:
Polyethylene helmet.
Boots of security (according to cases).
Footwear slip (as appropriate).
Belt safety classes A and C.
Work wear.
Suits for rainy environments.
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7.2. Borriquetas scaffolds:
They consist of a board of 60 cm horizontally. The minimum
width, placed on two supports in the form of a "V" inverted.
A) Risk detectable more common:
Falls to a new level.
Falls at the same level.
Blows or catching during assembly and disassembly operations.
Arising from the use of wooden planks and small section or in
poor condition (breaks, judgments,…).
B) Rules or preventive measures type:
The borriquetas always be fitted perfectly level, in order to
avoid the risks by working on sloped surfaces.
The borriquetas wood will be healthy, perfectly glued and
without oscillations, strains and breaks, to eliminate the risks for
failure, rupture spontaneously.
The work platforms will be anchored perfectly to the
borriquetas, avoidance of balancing and other undesirable
movements.
The work platforms won't stand out for the lateral of the
borriquetas more than 40 cm. to avoid the risk of overturning by
tilting.
The borriquetas won't be to each other separate to axes more
than 2,5 m. to avoid the big arrows, undesirable for the work
platforms, since the risks increase when bending.
The scaffolding will be formed on a minimum of two
borriquetas. It expressly prohibits the replacement thereof (or some
of them), "drums", "stacks of material" and equivalent to avoid
volatile situations.
About scaffolding on borriquetas, will remain strictly necessary
material and distributed evenly by the working platform to prevent
overloads to undermine the resistance of the boards.
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The borriquetas metal system for opening or closing scissors,
will be equipped with chains limiting the maximum opening such, to
ensure their perfect stability.
The working platforms on borriquetas, will mimic a width of 60
cm. (3 boards locked to each other), and the thickness of the board
shall be at least 7 cm.
The scaffolds have more than enough borriquetas,
independently of the height to that is the platform; they will take
solid handrails 90 cm. high, formed by handrails, intermediate list
and baseboard.
The metallic borriquetas to sustain work platforms located to 2
or more meters high, will be braced to each other, by means of
crossings of San Andrés", to avoid the oscillatory movements that
make the insecure group.
The works in scaffolds have more than enough borriquetas in
the balconies; they will have to be protected of the fall risk from
height.
It prohibits form scaffolding on metallic borriquetas whose
simple working platforms be placed to 6 or more meters high.
It is forbidden to work on ladders or platforms based on
borriquetas, supported in turn on another scaffolding borriquetas.
The wood to use will be healthy, without defects neither knots
visible, to avoid the risks for break of the planks that form a work
surface.
C) Personal protective clothing recommended:
They will be mandatory garments depending on the specific
tasks to perform. However during assembly and disassembly tasks
are recommended for use:
Helmets.
Leather gloves.
Footwear slip.
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Work wear.
Belt safety class C.
7.3. Tubular metallic scaffolds:
It should be considered to decide on this half assistant's
use that the tubular metallic scaffold is marketed with all the systems
of security that make it sure (stairways, handrails, handrails,
baseboards, work surfaces, flanges and pins of anchorage of the
planks, etc.).
A) Risk detectable more common:
Falls to a new level.
Falls at the same level.
Catching.
Falling objects.
Blows for objects.
Overstrains.
Others.
B) Rules or preventive measures type:
During the assembly of the tubular metallic scaffolds present
the following preventive specifications will be had:
Do not begin a new level without having concluded the level of
departure with all elements of stability (crosses of San Andrés).
Security reached in the level of departure may be established,
which will provide the necessary guarantees to be able to tie him to
the guarantor of the safety belt.
The bars, tubular modules and planks, will be hoisted by means
of ropes of hemp of manila tied with "knots Sailor" (or slings
normalized).
The platforms of work will be consolidated immediately after his
formation, by means of the claspers of subordination against
excessive loads or be it will tie correspondents.
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The unions among tubes will be made by means of the "knots"
or metallic "bases", or by means of the gags and foreseen pins,
according to the marketed models.
The work platforms will have a minimum of 60 cm. of width.
The work platforms will be limited leading, lateral and later on,
for a baseboard of 15 cm.
The work platforms will have mounted on the vertical of the
baseboard post a solid handrail of 90 cm. of height, formed by
handrails, intermediate list and baseboard.
The work platforms will be immobilized by means of the bands
and pins nailed to the planks.
Modules of tubular scaffolding, will be provided with the bases
nivelables on endless screws (spindles levelling), in order to ensure
greater stability of the whole.
The modules of base of the tubular scaffolds will lean on planks
of allotment of loads in the areas of direct support on the land.
Modules based tubular scaffolding, will build on boards of
burden-sharing in areas of direct support on the ground.
The basic modules specially designed for pedestrian crossing
will be complemented with visors and brought safe "level ceiling" in
preventing strokes to others.
The communication vertical tubular scaffolding will be answered
using prefabricated stairs (adjunct own scaffold).
It expressly prohibits this work in support of the tubular
scaffolding on supplements consisting of jerry cans, batteries made
from different materials, "turrets of various woods" and assimilated.
The platforms of support of the screws without end (spindles
levelling), of base of the willing tubular scaffolds on allotment planks,
they will be nailed these with steel nails, thoroughly sunk and without
bending.
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It is forbidden to work on platforms arranged on the coronation
of tubular scaffolding, if you have not been fenced with railings solid
90 cm. height formed by handrails, bar intermediate and baseboards.
All the components of the scaffolds will stay in good
conservation state being discarded those that present defects, blows
or accused oxidation.
The tubular scaffolding on modules with a straight side, it will
be mounted to face toward foreign, towards the side on which is not
working.
It is normal practice to the "mounting setback" of the modules
depending on the operation that represents the possibility of
mounting the working platform on certain rungs of the ladder. Avoid
these unsafe practices.
This work is prohibited in the use of scaffolding on borriquetas
(small borriquetas), supported on the platforms working tubular
scaffolding.
The tubular scaffolding will be mounted at a distance less than
or equal to 30 cm. the vertical wall where people work.
The tubular scaffolds will be braced to the vertical walls,
anchoring them compactly to the strong points of security foreseen in
facades or walls.
The loads will be hoisted until the work platforms by means of
mounted pulleys on subject tubular forks by means of a minimum of
two flanges to the tubular scaffold.
You may not make any "pasta" directly on the platforms in
prevention of oily surfaces that can make the workers fall.
The materials will be distributed evenly on the work platforms
in prevention of accidents for unnecessary flight attendants.
The materials will be divided evenly on a bulletin board located
halfway up in the back of the working platform, but its existence
weaken the surface of the platform.
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C) Personal protective clothing recommended:
Polyethylene helmet.
Work wear.
Footwear slip.
Belt safety class C.
7.4. Hand stairways (wooden or metal):
This medium auxiliary usually present in all the works of
whatever entity.
Often the subject of "prefabrication rudimentary" especially at
the beginning of the work or during the structure. Such actions are
contrary to Security. It should impede them in the work.
A) Risk detectable more common:
Fallen at the same level.
Fallen at different level.
Slip for incorrect support (lack of half-boots, etc.).
Overturners lateral for irregular support.
It plows for hidden defects.
Those derived of the inadequate uses or of the dangerous
assemblies (connection of stairways, formation of work platforms,
short stairways for the height to save,…).
Others.
B) Rules or preventive measures type:
1. In implementing the use of wooden stairs:
The wooden stairs to be used in this work, they will have the
walers in one piece, without knots or defects that might undermine
its security.
Rungs of wood (crosspieces) will be assembled.
The wooden stairs are protected from the weather by
transparent varnish, not to hide any defects.
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2. In implementing the use of metal stairs:
Walers will be in one piece and are no dents or deformations
that could undermine its security.
The stairs are painted with metallic paint antioxidación that
preserves the assault of the weather.
The metal staircases to be used in this project will not be
supplemented with welded joints.
3. Of application to the use of scissor stairways:
They are of application the conditions enunciated in the sections
1 and 2 for the wood qualities or metal.
The scissor stairs to be used in this work will be recorded in its
articulation higher cap opening safety.
The scissor stairs will have to half their height, chain (or steel
cable) limitation of maximum opening.
The stairs scissor will always be used as such by opening both
walers to not impair its security.
The scissor stairs in a position to use, will be mounted with the
walers in a position of maximum opening pair not impair its security.
The stairs scissor never be used as a borriquetas to sustain the
working platforms.
The stairs scissor not be used, if necessary position on them
doing any work, requires placing the feet in the last 3 steps.
The hand stairways will be used scissors mounted on
pavements always horizontal.
4. For the use of hand stairways, independently
of the materials that constitute them:
It prohibits the use of ladders in this work to save heights
greater than 5 m.
Ladders used in this work, will have at its lower end skid pads
for security.
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Ladders used in this work, will be firmly anchored in its upper
end to the object or structure to which they give access.
Ladders used in this work, exceed by 1 m. height save.
Ladders used in this work, will be installed in such a way that
their support lower far from the vertical projection of the upper 1/4 of
the length of support among stud.
It is prohibited to carry weight in this work by hand (or
shoulder), equal to or greater than 25 kg. on ladders.
It is prohibited to support the basis of the ladders of this work,
places or objects that little firm can undermine the stability of this
media assistant.
Access operators in this work, through ladders, will be carried
out one at a time. It prohibits the use of stairs in unison to two or
more operators.
The rise and fall and work through ladders of this work was
carried out in front, looking directly at the steps that are being used.
C) Personal protective clothing recommended:
Polyethylene helmet.
Boots of security.
Footwear slip.
Belt safety class A or C.
7.5. Protection visors of the access to work:
These will consist of a metal structure as an element
underpinning the boards, wide enough for personnel access,
extending outward from the edge of forged 2.5 m. and being signalled
conveniently.
A) Risk detectable more common:
Throw out of plumb of the visor for not well plumbed of the
props.
Throw out of plumb of the metallic structure for lack of rigidity
of the unions of the supports.
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Fall of objects through the visor for faulty clotted.
B) Rules or preventive measures type:
The support of the visor, both on the ground and in the forged,
will be implemented on planks of wood, perfectly levelled.
The metallic props will always be perfectly vertical and
plumbed.
The planks that form the protection visor will be placed so that
it is guaranteed their immobility or slip, forming a surface perfectly
curd.
C) Personal protective clothing recommended:
Work wear.
Helmet safety.
Footwear slip.
Leather gloves.
8. MACHINERY OF IT WORKS:
8.1. Machinery in general:
A) Risk detectable more common:
Overturns.
Sinkings.
Collide.
Formation of aggressive atmospheres or you bother.
Noise.
Explosion and fires.
Violations.
Fallen at any level.
Catching.
Cut.
Blows and projections.
Contacts with the electric power.
The inherent ones to the own use place.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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The inherent ones to the own work to execute.
Others.
B) Rules or preventive measures type:
Electric motors will be covered with protective eliminating of
carcasses direct contact with electricity. It prohibits their operation
without housing or major damage them.
It prohibits manipulation of any component of a machine driven
by electricity, being connected to the grid.
The wheels of any kind drive mechanical, electrical or manual
covers will be covered by protective anticatching.
The machines operating illegally will be removed immediately
for repair.
The faulty machines that can not be removed are signalling with
warning posters with the caption: "DAMAGED MACHINE NOT
CONNECTS".
It prohibits manipulation and adjustment operations and
settlement of machines to not specialize specifically on the subject of
machine repair.
As an additional precaution to prevent the entry into service of
equipment damaged or operating illegally, will block starters, or in his
case, will extract electrical fuses.
The same person who installed the sign warning "DAMAGED
MACHINE" will then withdraw to avert connections or put into service
out of control.
Only authorized personnel will be responsible for the use of a
particular machine or machine tools.
The machines that are not carrying handbook will always rest
on elements levelled and firm.
The raising or lowering machine objects, there will be slowly
lifting in vertical guideline. Banning was pulling inclined.
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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Hooks hang of hoisting devices will be free of charge during the
fall.
Charges on transport will always be suspended in view, in order
to avoid accidents due to lack of visibility of the path of the load.
The angles of vision without the trajectory of load operators
that are filled by using signals lieu of the vision of that employee.
It is forbidden to stay or work operators in areas under the path
loads suspended.
The hoisting devices to be used in this work, will be equipped
with limiting travel of the carriage and hooks, peak load shift by
interference.
Electric motors and the crane hoists shall be provided with
limiters height and weight to move, which automatically cut off the
power supply to the engine when it reaches the point at which they
must stop turning or shifting the burden.
The cables lifting and carrying devices to be used in the lifting
and transportation of cargoes in this work will be calculated according
to expressly requested for those who install them.
The replacement of damaged cables will be made by skilled
manpower, following the manufacturer's instructions.
The bonds of the cables are always protected by inner metal
linings to prevent deformations and cuts.
The cables employed directly or auxiliary for the transport
suspended shall be inspected at least once a week for the Prevention
Service, which prior communication to the Head of Art, order the
replacement of those having more than 10% of wires broken.
Hooks subject will be steel or wrought iron, equipped with
"secure lock."
It is prohibited in this work, using hooks built craft based round
bent.
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All appliances lifting loads carried printed the maximum load
that can withstand.
All hoisting devices will be solidly grounded, according to the
rules supported by the manufacturer.
All machines with food-based electricity will be equipped with
earth.
The lanes are restricted movement of cranes at a distance of 1
m. Its boundaries through ceilings security final race.
It will keep them in good condition fat cables cranes (hoists,
etc..).
Weekly, the Service Prevention, reviewed the good of ballast
counterweight to the tower crane, thus realizing the Coordinator of
Occupational Safety and Health during the execution of work.
Weekly, for the Prevention Service, reviewed the good of the
cables against wind exist in the work, realizing it to the Coordinator
of Occupational Safety and Health during the execution of work.
The work of lifting, transportation and falling loads suspended,
will be interrupted for regime winds greater than those specified for
this purpose by the manufacturer of the machine.
C) Protection:
Polyethylene helmet.
Work clothes.
Boots of security.
Leather gloves.
Safety glasses suppression.
Others.
8.2. Shovel loader:
A) Risk detectable more common:
Violations and collisions, reversing maneuvers and spin.
Fall of material from the bucket.
Overturners of the machine.
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B) Rules or preventive measures type:
Testing and regular maintenance of the elements of the
machine.
Use of the machine by authorized personnel and qualified.
If charged sized stones, there will be a bed of sand on the
element of cargo to prevent rebounds and breakdowns.
It will be prohibited from transporting people on the machine.
The battery is disconnected, spoon on the floor and the ignition
key is not making, as long as the machine completes its work by rest
or another cause.
It won't be smoked during the load of fuel or check with flames
filling the tank.
It considered the characteristics of the land where the machine is
acting to prevent accidents by uncontrolled turns to lock a tire. The
sinking of the ground can cause the overturning of the machine with
serious risks for staff.
C) Protection:
The operator will carry at all times:
Helmet and seat belt approved.
Boots skid.
Clothing working properly.
Glasses protection against dust in the dry time.
Seat anatomical.
It will be prohibited retention of people in the work area of the
machine.
Signalling the work area.
8.3. Dump Truck:
A) Risk detectable more common:
Collide with fixed elements of the work.
Violations and imprisonment of people in exercises and
operations maintenance.
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B) Rules or preventive measures type:
The box will fall immediately after the unloading and before
embarking way.
In making the inputs or outputs of the sun, it will do so with
caution, aided by signs of a member of the work.
Respect all rules of the Highway Code.
Respect always marking of the work.
The maneuvers inside the work enclosure will be made without
abruptness, announcing the same ones in advance, being aided of the
work personnel.
The circulation speed will be in consonance with the transported
load, the visibility and the conditions of the land.
C) Protection:
The driver, comply with the following standards:
Using approved helmet, which always get off the truck.
During the burden will remain outside the scope of machines
and away from the truck.
Before beginning the discharge, will cast the handbrake.
There remains nobody in the vicinity of the truck, at the time of
his maneuvers.
If downloading material in the vicinity of the trench or pit
foundation, will be close to a maximum distance of 1.00 meters,
ensuring it through ceilings.
8.4. Backhoe:
A) Risk detectable more common:
Overturners by sinking of the ground.
Blows to persons or things in the movement of rotation.
B) Rules or preventive measures type:
It will be carried out repairs or maintenance operations with the
machine running.
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The booth will be equipped with fire extinguisher, like the rest
of the machines.
The move is intended to indicate to the horn (two beeps to walk
forward and three backwards).
Staff of the work will be outside the scope of the machine to
prevent abuses and beatings, during the movement of the same or
some unexpected twist to lock a caterpillar.
At Circular will collapse with the spoon.
At the end of the work of the machine is the spoon on the floor
or folded on the machine, and if the station is prolonged, it
disconnected battery and the ignition key removed.
During the excavation of the ground in the area of solar energy
input, the machine will roadway to the ground by hydraulic pads.
C) Protection:
The operator will carry at all times:
Helmet safety approved.
Clothing working properly.
Boots skid.
Clean mud adhered to the shoes, not to slide feet on the
pedals.
It remains anyone within range of machine.
8.5. Crane-tower:
A) Risk detectable more common:
It plows of the cable or hook.
Fall of the load.
Electrocution default of making land.
Falls in height, by pushing the load.
Blows and by the crushing burden.
Ruin of wind load, overloading,...
PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 7 STUDY OF SECURITY AND HEALTH
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B) Rules or preventive measures type:
All jobs are conditioned by the following data: peak load 1.500
Kg., longitude feather 21 m., it loads in tip 660 Kg., counterweight kg.
The hook of the one hoisted will have ascent constrainer, to avoid
the derailment of the displacement car, as well as closing of security.
It also will feature secure lock in perfect use.
The cube concreted, tightly closed, to avoid falling material.
The elevated platforms for ceramic material, have a baseboards
of 20 cm., placing the burden fairly distributed, to prevent
displacement.
To raise pallets will be provided two symmetrical slings below
the timber deck, it never placing the hook of the crane, on the strip
closure of pallet.
At no time will be made biased shots of the cargo, nor shall
more than a maneuvers at the same time.
The maneuvers lifting load will be slow so that if drivers detect
any defect deposited cargo origin immediately.
Before using the crane, it will check the proper functioning of
turning the movement of the carriage and the decline and lifting
hook.
The boom of the crane will have posters sufficiently visible, with
loads permitted.
All movements of the crane will be made from the buttons,
made by competent person, assisted by the assistant to be located,
in this case on public highways to avoid risks to others.
You have a safety mechanism against overloads, and is
recommended if strong winds are expected, to install an anemometer
with acoustic signal for 60 km./h, cutting power to 80 km./h.
Promotion to the top of the crane, will be using the parachute
device, installed to mount the crane.
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If necessary move by the pen, it will have cable access.
At the end of the workday to eliminate damage to the crane
and work was suspended a small weight Hook it, bringing it upwards,
putting the cart near the mast, noting that it is impossible to engage
freely rotate the boom; will zero all commanders of the crane, leaving
in weathervane and disconnecting the electrical current.
It will look for the certification tests for stability after assembly.
C) Protection:
The machinist and the auxiliary personnel will take helmet
homologated in all moment.
Leather gloves when managing cables, or other rough or sharp
elements.
Safety belt, in all maintenance work, anchored a solid points or
cable visit of the pen.
The electric current will be disconnected if necessary act on the
electrical components of the crane.
It will be avoided to fly the load on other people working.
The burden will be observed at all times during its
commissioning work.
During keeping operations crane, hand tools will be transported
in suitable bags, not pulling them to the ground, after her work.
The cable lifting and earth be checked periodically.
8.6. Lawn mower of ceramic material:
A) Risk detectable more common:
Projecting dust.
Download electricity.
Rupture Disk.
Courts and amputations.
B) Rules or preventive measures type:
The machine will be placed at all times, protecting the disk and
transmission.
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Before starting work is check the state of the record, whether it
was worn or cracked, there would be immediate replacement.
The piece should not be pressured to cut against the disc, so
you can block it. Also, the piece is not to press hard on the side or
oblique.
C) Protection:
Helmet approved.
Leather gloves.
Mask filter and glasses antiparticles.
The machine will be placed in areas that are not well ventilated
step further and, if it is not the type of low water jet cutting.
Appropriate conservation of the electric feeding.
8.7. Vibrator:
A) Risk detectable more common:
Downloads power.
Falls in height.
Grout splashes in eyes.
B) Rules or preventive measures type:
The operation vibrated, will be provided from a stable position.
The hose food from the panel will be protected if runs through
areas of way.
C) Protection:
Helmet approved.
Rubber boots.
Gloves dielectrics.
Glasses for protection against splashes.
8.8. Saw to circulate of table:
A) Risk detectable more common:
Courts and in upper limb amputations.
Downloads power.
Rupture Disk.
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Projection of powder particles.
Fires.
B) Rules or preventive measures type:
The disk will feature cover and protective guards to prevent
catching by bodies moving.
The state of the teeth of the disk will be controlled, as well as
the structure of this.
The work area will be clean of serrín and chips to lessen risks of
fires.
The presence of nails will be avoided when cutting.
C) Protection:
Helmet approved security.
Leather gloves.
Protection glasses, against the projection of wooden particles.
Footwear with staffing antinail.
Area bounded to the machine installed instead free movement.
Fire extinguisher manual powder chemical antiember alongside
the job.
8.9. Manual tools:
This group included the following: drill striker, rotary hammer,
pistol of nails, sander, radial disk, machine cutting terrazzo and tile,...
A) Risk detectable more common:
Downloads power.
Projecting particles.
Falls in height.
Atmosphere noisy.
Generation of dust.
Explosions and fires.
Courts in extremities.
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B) Rules or preventive measures type:
All the electric tools will be endowed with double isolation of
security.
Personnel who use these tools has to know the instructions for
use.
The tools will be reviewed regularly, so as to meet the
manufacturer's instructions conservation.
They will be gathered in the warehouse work, leading to the
same once the work, placing heavy tools in the shelves closest to the
ground.
The disconnection of the tools will not be a sharp jerk.
It will be used a tool without electrical outlet, if there is need
for extension hoses, they will be the tool to plug and never the other
way around.
The work will be conducted with these tools always in a position
stable.
C) Protection:
Approved Helmet safety.
Leather gloves.
Protections hearing and eye on the use of the gun of nails.
Safety belt to work at heights.
Work areas clean and orderly.
The feeding hoses to tools will be in good use.
The holes will be protected with handrails.
9. LABOR RISKS THAT CANNOT BE ELIMINATED:
In this paragraph there will have to be enumerated the labour
risks that cannot be eliminated, there being specified the preventive
measures and both individual and collective protections that propose.
This type of risks is not contemplated for this concrete work.
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10. WORKS THAT IMPLY SPECIAL RISKS:
ANNEX II OF THE RD 1627/97:
Not exhaustive Relation of the works that imply special risks for
the safety and the health of the workers.
1. Works with especially serious risks of entombment,
sinking or fall of height for the characteristic matters of the developed
activity, the applied procedures, or the environment of the work
position.
2. Works in those that the exhibition to chemical or
biological agents supposes a risk of special graveness, or for those
that the specific surveillance of the health of the workers is legally
necessary.
3. Works with exhibition to radiations ionizing for that the
specific regulation forces to the delimiting of controlled or monitored
zones.
4. Works in the vicinity of electric lines of high tension.
5. Works that expose to drowning risk for immersion.
6. Works that they need to mount or to dismantle heavy
prefabricated units.
11. CONDITIONS OF SECURITY AND HEALTH IN THE
FOREGONE LATER WORKS:
In this section those, forecasts and useful information are
contemplated to make in their day in the due conditions of security
and health, the foregone conservation works and maintenance of the
building:
- Works in the roof: subjection hooks for the possible later
works of repair.
- Works of closings and fronts: types of scaffoldings to
using in this case strained scaffoldings, stopping in cover you wait for
the anchorage of the portable scaffoldings.