PROJECT OF 22 APARTMENTS WITH GARAGE, AND …238336/FULLTEXT01.pdf · PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISES Supervised for: Ake Spangberg of the School of

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


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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.


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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.


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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.


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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


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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.


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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


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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


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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.


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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.


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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.


- 11 -

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.


- 12 -

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.


- 13 -

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


- 14 -

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.


- 16 -

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


- 17 -

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.


- 18 -

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


- 19 -

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


- 20 -

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

- 1 -

PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISE DOCUMENT Nº 4 QUALITY CONTROL

DOCUMENT Nº 4: QUALITY CONTROL


- 1 -

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.


- 2 -

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.


- 3 -

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


- 4 -

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.


- 5 -

- 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


- 6 -

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


- 7 -

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:


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:


- For forged his sheet technical characteristics.

- For prefabricated structural elements licensure.


- 8 -

- 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.


- 9 -

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.


- 10 -

- 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:


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.


- 11 -

3.4. External carpentry:


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:


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:


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:


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:


The doors will be defined for:

- It functions of accessibility and intimacy.

JUSTIFICATION:



- 12 -

- For flat wooden doors, which have the national mark of

quality printed on the edge of the blade.

3.9. Cover:


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:


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:


The linings of roofs will be defined for:




3.12. Lining of floors:


The linings of floors will be defined for:

- His resistance to wear and punzonamiento.





- 13 -

3.13. Plumbing facilities:


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:


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:


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:


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.


- 14 -

3.17. Antenna facilities of TV-FM:


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:



- Its load capacity, speed and number of stops calculated

based on the number of users and number of plants served.

3.19. Water supply:


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:



- 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.


- 15 -

3.21. Telephony installation:


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:


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:


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:


- 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:



- 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.


- 16 -

3.25. Installing evacuation of fumes and gases:



- The shot capacity based on the necessities of evacuation

of smoke and gases coming from combustion.

3.26. Installation of deposits of fuels:


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


- 1 -

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.


- 2 -

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


- 3 -

2. FOUNDATION:



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



- 4 -

3. SANITATION:



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


109,400

6,12

669,53


- 5 -


23,000

4,33

99,59



- 6 -

4. STRUCTURE:



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



- 7 -

5. MANSORY:



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


- 8 -

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



- 9 -

6. PLASTERED:



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



- 10 -

7. LININGS:



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


- 11 -

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



- 12 -

8. CARPENTRY:



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


- 13 -

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


- 14 -

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



- 15 -

9. LOCKSMITHING:



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


- 16 -

10. SANITARY APPARATUSES:



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


- 17 -

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



- 18 -

11. PLUMBING:



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



- 19 -

12. PAINTING AND GLASS:



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



- 20 -

13. ELECTRICITY:



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


- 21 -

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



- 22 -

14. DECORATION AND SEVERAL:



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


- 23 -

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



- 24 -

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


- 25 -

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


- 1 -

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.


- 2 -

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.


- 3 -

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.


- 4 -

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


- 5 -

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


- 1 -

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).


- 2 -

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.


- 3 -

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.


- 4 -

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.


- 5 -

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.


- 6 -

- 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.


- 7 -

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.


- 8 -

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.


- 9 -

- 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.


- 10 -

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:


- 11 -

- 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.


- 12 -

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.


- 13 -

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".


- 14 -

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


- 15 -

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).


- 16 -

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:


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.


Falls, to the ditches or wells.


- 17 -

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.


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.


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.


Delimitation of the area of machinery work.

Organization and signalling of the traffic.

Adapted maintenance of the machinery.


- 18 -

6.3. Structures:


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.


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.


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.


- 19 -

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.


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.


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.


- 20 -

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:


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.


Falls personnel involved in the work by not properly using the

appropriate aids, such as scaffolding or collective protection

measures.


- 21 -

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.


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.


Approved safety belt type A and C.

Personal Safety Equipment, (with art reinforced boots, helmet,

overalls, gloves)

Rubber gloves or rubber.


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.


- 22 -

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:


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.


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.


- 23 -

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.


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.


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.


- 24 -


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:


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.


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.


Splashes to the face in their application, mainly in roofs.


- 25 -

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.



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.


- 26 -


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.


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.


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.


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.



Overalls.

Helmet safety approved.

Safety belt approved in jobs at risk of falling to a different level.

Leather gloves.


- 27 -

Boots with art reinforced.

2. Glass:

Overalls.


Footwear fitted with reinforced soles.

Leather gloves.

Using wrist and leather sleeves.


They will be used glasses for the works of roofs.

Use of mask protector in the works of paintings to the one drips

him.


Overalls.

Homologated helmet of security.

Leather aprons will be used gloves, glasses, and you bounce

with leggings.


Overalls.



Overalls.


Footwear slip.

Safety belt approved.



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.


- 28 -

2. Glass:

When being made the works from inside the building they will

stay the work area it cleans and ordinate.


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.


The stairways, platforms and scaffolds used in their installation,

will be under perfect conditions having resistant handrails and

baseboards.


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.


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.


- 29 -

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.


- 30 -

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.


- 31 -

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.


Falls to a new 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,…).


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.


- 32 -

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.


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.


- 33 -

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.).


Falls to a new level.


Catching.

Falling objects.

Blows for objects.

Overstrains.

Others.


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.


- 34 -

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.


- 35 -

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.


- 36 -



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.


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.


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.


- 37 -

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.


- 38 -

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.



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.


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.


- 39 -

Fall of objects through the visor for faulty clotted.


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.


Work wear.

Helmet safety.

Footwear slip.

Leather gloves.

8. MACHINERY OF IT WORKS:

8.1. Machinery in general:


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.


- 40 -

The inherent ones to the own work to execute.

Others.


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.


- 41 -

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.


- 42 -

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:


Work clothes.

Boots of security.

Leather gloves.

Safety glasses suppression.

Others.

8.2. Shovel loader:


Violations and collisions, reversing maneuvers and spin.

Fall of material from the bucket.

Overturners of the machine.


- 43 -


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:


Collide with fixed elements of the work.

Violations and imprisonment of people in exercises and

operations maintenance.


- 44 -


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:


Overturners by sinking of the ground.

Blows to persons or things in the movement of rotation.


It will be carried out repairs or maintenance operations with the

machine running.


- 45 -

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:


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:


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,...


- 46 -


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.


- 47 -

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:


Projecting dust.

Download electricity.

Rupture Disk.

Courts and amputations.


The machine will be placed at all times, protecting the disk and

transmission.


- 48 -

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:


Downloads power.

Falls in height.

Grout splashes in eyes.


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:


Courts and in upper limb amputations.

Downloads power.

Rupture Disk.


- 49 -

Projection of powder particles.

Fires.


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,...


Downloads power.

Projecting particles.

Falls in height.

Atmosphere noisy.

Generation of dust.


Courts in extremities.


- 50 -


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.


- 51 -

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.

Documents

PROJECT OF 22 APARTMENTS WITH GARAGE, AND …238336/FULLTEXT01.pdf · PROJECT OF 22 APARTMENTS WITH GARAGE, AND COMMERCIAL PREMISES Supervised for: Ake Spangberg of the School of