To warm garage and to protect from effect of an atmospheric precipitation, it is necessary to plaster it. Plaster represents a layer of the hardened solution, which is put in one or 3—4 procedures on a surface with consolidation and alignment.

Usually plasters discriminate: depends on purpose — on usual and special; on kinds of binding — on cement, cement-limy, limy; on complexity of fulfillment — on simple, improved, high-quality.

Plaster works consist of preparation of surfaces, solution transportation to jobs, drawings and leveling of a plaster solution, finishing of apertures and corners.

Let’s speak about preparation of surfaces to daubing.
Before the beginning of plaster works it is necessary for you to level a surface and to clear it of dirt, stains and solution flows, and directly before daubing to wash out with water.
On brick surfaces notch with an axe seams depth not less than 1 cm or process steel brushes for making them rough.

Thickness of plaster can be defined with ranging of surfaces of walls and ceilings as follows. For this purpose it is necessary to beat in the top part of a wall on distance of 30 cm from each corner (across) a nail so that nail-heads were over a wall surface for a thickness of plaster. From their heads it is necessary to lower a plumb on distance of 30 cm (across) from a floor and to hammer in two nails. Having stretched a cord on diagonals and horizontals, advance a thickness of plaster and hammer in intermediate nails. Then by means of level tube, you should level nail-heads in one plane. Round nails you should do marks of a plaster solution in diameter of 80-90 mm on 3-5 mm above nail-heads. After setting of solution cut off to level of nail-heads.

Ceilings are ranging in the same order, but only with use of water flexible level tubes. For this purpose glass tubes with millimeter divisions put to a surface of a ceiling and observe equality of marks in levels of tubes.
In places of contact of wooden and brick surfaces as a rule establish metal grids.

And let me give you some information about daubing.

Plaster solution put on a surface not at once for all thickness, but by layers.

The first layer is rendering, its thickness should be about 5 mm and consists of a solution of a liquid consistence. The solution needs to be thrown over all surface a continuous layer, it becomes numb in a roughness, is linked for a full due to them and well kept on a surface.

The second layer — is a floating — it is made with more dense solution in some layers, thickness of each is no more than 7 mm. At pasting it level so that there was an equal and smooth surface. All materials, which are used for floating, it is necessary to sift through a sieve.

The third, top layer — is setting — is made by a liquid solution with small sand in the thickness to 2 mm. The solution of setting can be thrown at first, and then to level it.

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Thermal insulation.

The thermal insulation usually consists of the basic heat-insulation layer, an external protective layer and fastenings.
The basic heat-insulation layer provides protection of a premise from penetration of coldness and consists usually of the materials possessing low heat conductivity.
The external protective layer protects the basic heat-insulation layer from damage, moisture hits. Protective blanket make from plaster solutions, synthetic foil, fibreglasses, asbestos-cement materials, etc.
Fastenings provide certain durability of heat insulation designs.
Before making the basic heat-insulation layer isolated surfaces should be prepared carefully. For this purpose surfaces need to be cleared of a dust and dirt, to level roughness, it is good to dry up.
At the thermal protection device on horizontal surfaces apply in quality of insulation material bloating clay aggregate or pearlite. They are laid as a rule as strips with width about 2-3 m, having limited screed guides. Loose materials level with furrings and condense with manual mangles. Then over a heat-insulation layer put a cement-sandy protective coupling.

On vertical surfaces apply particulate isolation from glass or silicate cotton, diatomaceous crumbs, pearlite sand etc. For this purpose it is necessary to protect in parallel isolated surface bricks, blocks or grids and in the formed space to put insulation material.
The particulate thermal protection is effective enough and simple in the device, but it possesses small mechanical durability and instability to vibration.
Aggregate-block thermal protection carry out from the modular formed products, they are produced from diatomite, tripoli, peat and others heat insulation materials, usually in the form of plates, blocks, bricks, etc.
Aggregate-block thermal protection of the brick, preliminary plastered surfaces carry out in one or several layers of plates, which need to be stacked in layers, or in the form of blocks.
The first layer of plates is necessary for pasting on hot bitumen between wooden stoppers which are necessary for making in advance in a wall, with an interval equal to length of insulation plate. The ends of stoppers should jut out from a wall for a thickness of the first layer of pasted plates. On the laid first layer of plates to stoppers tack vertical furrings in the width 50 mm and the thickness equal to the second layer of plates.
The second layer paste between furrings is so that seams of the first layer were blocked. At three-layer isolation on established vertical furrings nail up horizontal furrings a skeleton between which stack plates or blocks of the third insulating layer. Seams of each laid layer cover with mastic from hot bitumen and a small crumb from a material of plates.

After filling in seams of last layer and caulking of surface with hot bitumen pull and attach nails to furrings of a skeleton a metal grid with cells 100 Х 100 mm under plaster. As external protection of isolation apply coverings from metal, asbestos-cement products, rolled materials, fibreglasses and synthetic foil.
At the device of a thermal protection of walls, overlapping and beams it is necessary to observe insulation continuity at transition from one construction to another.

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Ideal material for erection of garage walls is the brick.

The expense of a material on one square meter of wall brickwork at a thickness of a wall in a half-brick: a brick — 50 pieces, a solution — 35 liters. At a thickness of a wall in one brick: a brick — 100 pieces, a solution — 75 liters.

From a brick lay out not only walls, but also corners, window apertures and apertures for gate.
To make the bricklaying strong, it is necessary, that vertical seams in the next numbers on height did not coincide, that is bandaging of seams should be executed. And for this purpose it is required to you not only the whole brick, but also its parts.

To receive parts of bricks, it is necessary for chopping them across with a hammer, putting blows at first on one part, then on another. On a brick there should be lines from the put blows. Now strike to a brick with stronger blow, and it will break up precisely on the put lines.

If you build garage in the summer shortly before the beginning of works on erection of walls put bricks in a bucket or in an old bath with water for some minutes. It is possible to water also bricks from a watering can. Such processing of bricks will allow raising durability of brickwork. But to humidify bricks it is impossible in the winter, because brickwork from such bricks dries for a long time.

And now is a bit more detailed about walling.

After making the base and the waterproofing device it is possible to start to put up walls, but it is preliminary necessary to level the base by means of a solution. For this purpose on both parties of the base in strictly horizontal position you should fasten batten. Correct position of batten establish by means of level. Between batten pour a solution and level it.

To make the laying strictly horizontal, on corners of the future garage it is necessary to establish leads, which represent wooden batten with divisions through each 77 mm (one division of lead to equally height of a brick lying flat wise) and figures on laying numbers. Leads you should establish so that figures were precisely on one horizontal line. Between leads pull a thin cord on which check horizontal position of a laying.

I hope you have found the necessary information in this article about erection of walls of your future garage and will be able to build your garage yourself.

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Entrances and departures it is the most expedient to have in relation to roads with a one-way traffic.

Garage it is desirable to arrange as it is possible closer to entrance on a lot. It can be approached closely to a site fencing so that gate was flush with fencing and left directly on street.
Chosen for building of garage the platform should be equal. It is desirable to execute also a certain complex of works on drainage for prevention of bogging or flooding of platforms.

For site drainage it is possible to dig drainage ditches in width about 50 cm and depth not less than 1 m. Ditches are filled with densely stamped building dust or stones to level of a vegetative layer and covered with earth.

Strongly humidified sites can be drained by means of a trench depth to 1 m with the bottom, which has been laid out by crushed clay, generated in the form of a tray. On clay put asbestos-cement pipes in diameter from 10 to 15 cm. On the top part of pipes do kerfs on one third of diameter of a pipe after every 10—15 cm.

After that trenches fill in at first with rubble, then a ground. Dig out at first one trench with a bias that water, which gathers in a pipe laid in trench, could flow out. Then to this channel bring a number lateral in which water from a site also gathers. At a lining of pipes it is necessary to observe size of their bias, which should not exceed 1 cm on 2 m of length of a pipe.

Near to a building site prepare places on which there will be large-sized building materials. Arrange them so that they did not prevent to the further moving and a building.

In advance think over, where you will store small-sized materials, tools and working clothes. For this purpose is better to use a shed in which it is expedient to equip a joiner’s shop.

Now it is possible to start location of the plan of garage. For this purpose on a place where there will be a garage, completely remove a vegetative ground. Then transfer on a site intended under building, the garage plan in the natural sizes, using for this purpose the goniometric tool, tape measure, a cord and wooden stakes.

Location begins with definition on district of extreme angular points of a construction dimension. The recommended sizes 3,850 X 5,500 m. By means of pulled on profile a cord carry out location of axes of the bases under bearing walls.

Profile is usually arranged from the stakes driven in the earth in the thickness of 12-14 cm to which at height 75 — 100 cm from earth level are beaten boards on an edge. The thickness of a board 2,5 and width is 16-18 cm. At installation of profile the topside of a board verify on level that it was strictly horizontal.

You should establish profile on distance not less than 1,5 m from external sides of future walls that digging of tranches under the base has not led to its collapse. Profile is possible to arrange continuous, on all perimeter of walls, or faltering — at four corners of garage.

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Mastic materials are bitumen and tarry substances, which consist of similar filling. They will be necessary for gluing of rolled roofing materials, and also for a waterproofing.

Rolled materials — glassing paper, ruberoid, and roofing felt. By base forms they can be:

1. On a cardboard basis — roofing felt, ruberoid.
2. On a glass basis — glass ruberoid.
3. On the basis of a foil.
4. On the basis of an asbestine paper — sarking.

Besides, they share by the form powders.

1. Materials with coarse-grained powder.
2. Materials with fine-grained powder.
3. Materials with pulverulent powder.

Rolled materials stick together or pasted to a basis by means of binding materials, which can be bitumen, tarry and also polymeric.

For a covering of a garage roof it is possible to use roofing slate. It happens painted and unpainted, flat, and also wavy.

Sheet steel. This material is not applied for a roof covering. From this material are usually made ridgy elements, pipes for rainwater diversion.

Mineral wool is a heat-insulating material, which consists from thin vitriform fibres. It process in products: floor-mats, semi fixed and rigid slabs on synthetic or bitumen binding, because its application in the pure state is complicated.

Finishing materials will be required to you for carrying out of painting, plaster, glass and many other works.

Materials for field painting. For dabbing of garage you can use oil-based, water-based paint and enamel paints, oil varnishes, drying oil, solvents, glue, abrasive cloth and blue copperas. Oil-based paints represent dense enough mix of building paints with drying oil. You can buy them in shop; they are issued ready to application. Term of oil-based paints drying is 24 hours.

Water-based paints possess high adhesion to different surfaces thanks to what it is possible to paint almost any damp and dry surfaces. Enamel paints will be useful to you for internal painting and decorating.

In comparison with oil-based paints the enamel dry up faster and add shine to surfaces.

Oil varnishes are applied to a covering of surfaces. They are dry up for 48 hours. Drying oil is necessary for diluting of oil paints, preparation of filling colour, patching materials etc. Time of drying of waterproof varnish is 24 hours. Solvents are a gasoline, turpentine and some, other which are used for dilution of oil paints. Glue is required for pasting of wooden details, manufacturing of filling colours, patching materials and paints.

Abrasive cloths are applied for scraping surfaces and stopping. Blue copperas is necessary for preparation of vitriolic first coats.

Building of garage is very serious and difficult task, and if you are not rather good specialist in this area, it is better to find professional builders. In this case, your garage will bring you pleasure in future.

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Stone materials. The basic materials used at building of garage are bricks and stones. They are required to you for a foundation walling and also as fillers of concrete and solutions. Stone materials can be of two kinds: natural local and artificial. Natural local stone materials concern rubble stone, gravel, rubble and sand. A rubble stone are pieces of limestone, dolomite, sandstone and other breeds of a natural stone. Ratchel can be tabular (in the form of tiles) or self-faced. The rubble stone, which is intended for garage building, should be pure, without cracks, stratifications and other defects, and also it should sound a pure sound at blow by a hammer.

Gravel — smooth stones with length from 5 to 80 mm.

Breakstone is received by crushing of rocks. As a filler of concrete and solutions it is more preferable than gravel, because it has stronger linking with cement. Sand can be lake, river or ravine. It is applied to preparation of concrete and solutions. Before sand use it is necessary to wash out and sift it to remove all impurity.

Ceramic both silicate bricks and stones are considered as artificial materials. Ceramic bricks and stones make of clay by formation, drying and the subsequent roasting. Ceramic bricks happen unary and thickened, corpulent and hollow. Stones happen only hollow. At definition of quality of a ceramic brick pay attention to its color and on a tune sounded at blow on it. The qualitative brick has red color and a pure sound, is not scattered on small slices at one blow of a hammer with weight 1 kg or at falling on the firm basis from height of 1,2-1,5 m. Insufficiently burnt brick is defined on light pink color and a deaf sound. Such brick possesses insufficient durability and well absorbs moisture. The burnt through brick (brown color and with a vitriform surface) can be used only at foundation laying. It almost does not absorb water. Silicate bricks and stones are produced from a mix of quartz sand, water and lime. Are applied only to a laying of walls, columns and partitions. They cannot be used at a foundation laying and erection of walls at high humidity.

If you are going to build garage yourself, you should be very attentive and serious about this question, because your and your car’s safe depends on your skills.

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The characteristic of last variant of building can be received directly from consideration of separate parts — monolithic concrete and modular elements — and is defined by a communication quality of modular designs with monolithic concrete. Such mixed way of building is recommended to apply when:

There are preconditions for modular building, i.e. transportation and installation of great number identical elements is possible;

Advantages of monolithic concrete, for example seamless overlapping can successfully supplement advantages of modular designs, for example, to promote reduction of building terms.

At a choice of variants from a great number of the offered decisions concerning by a way of building «monolithic concrete — modular elements», start with conditions of building and necessity to erect from modular elements some parts of buildings. In usual slabby braced overlapping, they are auxiliary beams, which take place through in appropriate way the prepared timbering of the main beams and build in it. It is possible to consider as the further step to this direction use of composite columns and main beams while overlapping, stages and staircases are carried out from monolithic concrete. Expenses for a timbering of overlapping as they lean against beams which buildings in a stage perceive loading from stacked concrete are thus reduced.

In most cases more economic is replacement of a timbering overlapping with composite concrete plates with thickness of 4 cm, strong enough in the static relation. These plates not only serve as a support for armature, but also in final position, after concrete packing, raise bearing ability of overlapping.

Other possible variants as the mixed way of building has advantages before erection of buildings from monolithic concrete are worthy also, providing reduction of building terms, and prefabrication installation, creating possibility of seamless overlapping reception without a finish coat.

It is necessary to give special attention to the device of deformation seams. Their number depends on length of a building. It is known that linear deformations arise under the influence of temperature, and in the ferro-concrete designs, which have been especially preliminary strained, — also under contraction and creep. Usually in monolithic constructions are arranged deformation seams after 30—40 m, and in factory-made — after 40—50 m as in the latter case process partial contraction and creep of concrete begins even before installation of designs.

If it is necessary to increase distance between seams, it is recommended to leave apertures which will be filled with concrete further in monolithic concrete, or to apply special constructive actions, suitable buildings for all ways, for example the device especially flexible, jointed columns. Under such scheme garages with seamless sites in length to 80 m in which center are already constructed holders.

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Soil conditions are defined by trial drilling that allows establishing necessity small or deep foundation of the base.

For economic reasons it is necessary to prefer the separate bases of shallow foundation. As cost of the bases does not almost depend on number of points loading of transfer, there is a freedom in choosing of step columns. The deep foundation, as a rule, is carried out in the form of pile foundation grillage.

Depending on size of loadings piles from monolithic concrete or chisel piles, which can perceive loading from 40 to 1000 ton are suitable driven piles. Chisel piles are carried out only when their number is insignificant or shock loadings should be excluded.

Before to make the decision on type of the pile base, it is necessary to check up possibility of replacement of a ground in the building basis that at a small thickness of not bearing layers it can appear more economic.

The choice of the bases depends also on construction type. The construction with a steel skeleton less sensitively to deposits, than prefabrication, and the last, in turn, transfers non-uniform deformations, than monolithic is better. In areas of mountain developments this question plays rather important role and in certain cases forces to apply such designs of the bases, which allow to regulate position of columns further.

Level of ground waters influences a design of the bases only in a case of constructions deepening below earth level; in small constructions at insignificant hydrostatic pressure it is necessary to apply, at least, water-proof concrete. At the device of a waterproof damp course and accompanying works, such as packing of the bottom concrete layer, installation of a protective brick wall and sheeting drawing, considerably increases cost of the bases, therefore necessity of such decision it is necessary to prove carefully. Usually recognize that garage cannot be absolutely dry, and some part of the moisture, which has got inside, leaves further by means of ventilation.

Besides, it is necessary to check stability of a construction to emersion, especially in an installation stage to prevent damage of not finished construction. It is necessary to pay also attention to possible aggressive influence of a ground and water and to provide special actions against it, for example thicker protective layer at the steel elements, special cement, polymeric foil and other protection frames of concrete.

As foundation ditches of underground garages only in rare cases can have unfixed escarp, there is a problem in a choice of the most expedient walls design perceiving necessary hydrostatic pressure. The economic decision can be received, for example, in case of application multiple-splined walls or walls from stuffed piles which serve not only for escarp fastening, but should be a component of the basic construction.

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Mechanical devices, including their mobile parts and a bearing skeleton, are almost always carried out from steel.

The important precondition is the complex account of all features of work of a construction prior to the beginning of manufacturing of steel designs at factory. Modification of a design though does not cause technical problems, however interrupts process of serial output, leads to additional expenses of time and raises a project cost.

During manufacturing of designs at factory can already be carried out preparatory works on the place of building. It is expedient to begin bringing and installation of designs only when all details are already ready. Existing elevating mechanisms (truck cranes, tower cranes) and techniques of connection of designs provide their fast erection without negative influences on the environment, constructions and transport, which are located near the building. On very close building sites, for example in the city center, delivered large details can be established in the necessary position directly from the crane. Thus necessity for intermediate warehousing disappears and the number of lifting on a building site decreases, exact observance of terms and an installation rhythm however is required.

The sizes of large details are constructed by elevating mechanisms, and also the chosen vehicles and access roads (the open or curvilinear sites). In standard cases the length of elements should not exceed 20 m, width of 3,5-4 m, height of 3 m.

At manufacturing of bearing structures of open garages from steel it is possible to refuse the device of fire-prevention protective facing. In all other cases as recommended protective actions such as: concrete casting of columns and beams; at the corresponding constructive decision, for example installation of ferro-concrete elements with rigid armature, bearing ability of a construction raises; daubing: cement plaster with vermiculite, perlite or asbestos, cast plaster or modular shaped details and plates are applied; drawing on beams and columns of fire-resistant coverings, including foaming under the influence of heat; protection of support of coverings and beams with finish coat (plaster, plates); application of sprinkling installations and water hoses.

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It is natural that considerable reduction of terms of building as at monolithic, and modular designs conducts to growth of expenses owing to the raised expense of a timbering that is not counterbalanced by decrease in amortization of the equipment.

The distance between columns is defined by constructive possibilities of monolithic concrete. Usually columns, are carried out in the form of a uniform element in height to 25 m with consoles on each floor for packing of longitudinal and cross-section beams which is established in the prepared sleeves of the bases, is leveled and filled in with a solution.

As bearing designs of one direction beams with usual or preliminary intense armature span of 4,2-9,2 m across which stack ridge plates in length to 16,5 m with one are applied, and it is better two edges. Plates lean against the consoles, which are passing on all length of beams.

If a ridge plate is divided into a beam and a plate there is a system from the main and minor beams with uniaxially reinforced plates, which incorporate among themselves in a spatial design and are filled in with concrete. Despite aspiration to manufacturing split-hair accuracy quite often there are great difficulties in reception of horizontal planes. Therefore, especially at application of ridge plates of the big span, it has appeared expedient to put in concrete at sides of plates short steel sheets. After packing of plates these sheets weld that not only levels differences on height of plates, but allows to transform overlapping into a hard disk, capable to transfer horizontal loadings on support more effectively, than at pouring of seams by a solution. On overlapping from modular elements it is recommended to stack finish coat, raising density of seams.

Modular designs are suitable for a construction of direct stages; screw stages basically are carried out by the monolithic. The question on manufacturing of modular staircases was considered also. However as staircases often serve for rigidity maintenance on wind loadings and should perceive horizontal loadings and in the course of building, does not remain other choice, as application of monolithic concrete whenever possible in a sliding timbering — for reduction of duration of building.

If stability of a building in the course of building is insufficient, it is recommended to apply easy steel framework, it’s elements after the building termination can be again used for erection of other buildings. Advantage of modular ferro-concrete designs in comparison with monolithic is possibility of reception of almost all elements with purely processed external surface as line factory process of manufacturing of products demands use of steel forms or dressed wooden decking.

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