DEFINITION OF THE WORK.
The present project has as an object to describe the intervention of rehabilitation - integral intervention of the MULTIFAMILY building of housings placed in the center of Valencia.
In the present the building feels moved out of. The organization of the current state 1st to 4th consists of ground floor devoted to premises WITHOUT USE and floors devoted to housing - apartment.
THE INTERVENTION CONSIST IN A STRUCTURAL REPLACEMENT OF BEING FORGED, REALIZATION OF NEW DISTRIBUTIONS AND AS FOR HABITABILITY AND E.C., A FUNCTIONAL REORGANIZATION. TO REPAIR, TIDYING UP AND DECORUM OF FAÇADES, REALIZATION OF BEING FINISHED OF ROOFS AND TERRACE IN COVER.
In the present the building feels moved out of. The organization of the current state 1st to 4th consists of ground floor devoted to premises WITHOUT USE and floors devoted to housing - apartment.
THE INTERVENTION CONSIST IN A STRUCTURAL REPLACEMENT OF BEING FORGED, REALIZATION OF NEW DISTRIBUTIONS AND AS FOR HABITABILITY AND E.C., A FUNCTIONAL REORGANIZATION. TO REPAIR, TIDYING UP AND DECORUM OF FAÇADES, REALIZATION OF BEING FINISHED OF ROOFS AND TERRACE IN COVER.
COMPOSITION OF THE BUILDING.
In the former state of the building, the bass was used like warehouse of drugstore no. 25 and the no. 27 all the building as a warehouse - housing of the neighbouring antique dealer, the rest of the three floors of the no. 25, in an anarchic way, three housings were placed.
The program of needs required by the estate is summarized in the insertion of a ground floor without assigned use and four upper floors of housing - apartments. A simplex in each floor 1st and 2nd and a duplex in 3rd and 4th, every this in the original volume of the building. The covers, eliminating elements added strange, are reordered volumetrically and environmentally in a coherent way.
The program of needs required, develops in the following way:
GROUND FLOOR: Is structured in two zones
1) Diaphanous floor without use.
2) Hall of housings with access from the Pl. Ibañez.
FLOORS FIRST AND SECOND: They are typologically equal and are structured in two zones.
1) Common elements (box of scale).
2) Housing - apartment 1(simplex).
They shape the apartments A in Pl. 1st and the B in Pl. 2nd.
FLOOR THIRD: they are structured in two zones.
1) Common elements (box of scale).
2) Inferior floor (zone by day) of the duplex.
FLOOR FOURTH: They are structured in three zones:
1) Zone of night of the housing (duplex), with access from the inferior floor.
2) Private inner scale of inner access of the duplex to this floor.
3) Terrace.
The program of needs required by the estate is summarized in the insertion of a ground floor without assigned use and four upper floors of housing - apartments. A simplex in each floor 1st and 2nd and a duplex in 3rd and 4th, every this in the original volume of the building. The covers, eliminating elements added strange, are reordered volumetrically and environmentally in a coherent way.
The program of needs required, develops in the following way:
GROUND FLOOR: Is structured in two zones
1) Diaphanous floor without use.
2) Hall of housings with access from the Pl. Ibañez.
FLOORS FIRST AND SECOND: They are typologically equal and are structured in two zones.
1) Common elements (box of scale).
2) Housing - apartment 1(simplex).
They shape the apartments A in Pl. 1st and the B in Pl. 2nd.
FLOOR THIRD: they are structured in two zones.
1) Common elements (box of scale).
2) Inferior floor (zone by day) of the duplex.
FLOOR FOURTH: They are structured in three zones:
1) Zone of night of the housing (duplex), with access from the inferior floor.
2) Private inner scale of inner access of the duplex to this floor.
3) Terrace.
HISTORICAL ANTECEDENTS.
The current conformation of the building is perceived for the segregation, fruit of a very ancient division of inheritance, in two bodies, - homes - workshop - but that they let themselves see on interpreting the outline of burden walls. The consolidation in two independent urban elements is reaffirmed after a deep intervention of inner reorganization, carried out in the 19th century, for architect Josep Ariño about 1825, in the building of side, in spite of that these buildings have a very former dating how is detected in the plan of Pare Vicent Tosca. However the trace of the uniqueness is detected in several points how they are that the current scale of the building of side was in Pl. / Ibánez, with its access. Fact that we return in the proposal. The one snatch from the scale of c/Corretgeria current is brought up about a metallic element. Which it is contradictory with its historical character. Moreover that the emptiness does not preserve the altitude of the emptiness of the basses of the workshop. How it is seen in the plans of current state, there are housings that occupy both buildings. The intervention of Ariño is inserted in the set of several interventions in c/Corretgeria, which for academic influence carries out under balconies with white counter without decoration, in contrast in other former that moulding pedestals bring subordinates and counter painted immediately former with blue keys.
The building in the present is a construction punished by their antique. It is disinhabited at present. The last use of the buildings is from housings with commercial ground floor, penetrating the different registries units in both buildings. In the present the forged ones have lost the flatness.
The building in the present is a construction punished by their antique. It is disinhabited at present. The last use of the buildings is from housings with commercial ground floor, penetrating the different registries units in both buildings. In the present the forged ones have lost the flatness.
JUSTIFICATION OF THE CONSTRUCTIVE SYSTEM.
UNDERPINNING. - Given the bad one been of conservation, existence of Hilotrupes Bajulus in pieces of the covers, leaks that arrive until the 3rd floor. Descent of being forged. Small beams partially eaten in covers and forged of last floor. Because of that the first performance will consist of the integral underpinning of the building. Because of that it will be necessary to arbitrate breaks in wattles and bevels that lead us to propping the resistant elements and of step "to unload" the building.
OVERTHROW. - Those will have to go of the hand of the rationality and the common sense of the good constructive practice. In principle the façades do not show a state being worrying.
As preventive practice and thermometer of the operations to carry out it will be carried out the dressmaking of witnesses in all zones that show dowels. For this several spaces of the same one will be chosen strategically - 30 x 30 cm2 - that, dust, will be cleaned of coatings painting, etc will be prepared a portion of living gypsum that with palette will adhere in the ornament and dowel with one size of 5 mm. in the form of devil leaving the dowel about the narrowness. When they dry it will be dated. Dating equally the successive periodic revisions.
They will be torn down firstly the partition walls, wattles, facilities, carpentry, glassworks, etc Always in downward meaning. A performance coordinated of demolition and execution will be brought, forged to forged, for this substituting way the whole of the ones forged without requiring of boundary marking of façade or the practice of the complete emptying and boundary marking of façades. With this the current scales will be torn down, that they ARE NOT ORIGINALS since in that of the no. 25 it starts about a metallic profile - it feels of turn of brick in plan -, in the no. 27 it is the fruit of the conditions of the warehouse of the antique dealer.
In first place is necessary to revise and to dismount or to tear down everything the that suppose an imminent danger of collapse as chimneys aerials, pieces of cornices, tiles, bearings, etc Foreseeing the possible disassemblies of covers (tiles, beams, belts, etc) through successive inspections Last bodies of the building head-first taking special account of both of them for their total or partial demolition. Item for zones of leaks, leaks, down pipes of pluvial, and the interior ones, together with façades, that provokes serious problems, for escapes, in this type of being forged.
The tiled will keep the necessary time since they suppose the cape of distribution and regularization of being forged. Rain throwing slope items. It is necessary to suggest that some forged they have lost the flatness.
Adhered special protections will be placed in built or/and façades, compact centimes, etc in good to know about the builder, that they avoid any danger about the passers-by.
The demolition of partition walls and factories of tiles will be carried out at hand. In 1st place they will be those that are cracked. Afterwards the factories of tile of 1/2 foot or more. In this last case they will take measures to avoid every type of accident, as, prompt underpinning, belts, etc in small beams, lintels, etc.
Equally, in the appropriate moment, the elimination of the central pillar is aimed, there is in the end the work of which C/Saddlery and sharecropper of background will be supplanted in the new ones forged through beam embedded in the walls of the façade of the intervention. To determine in the project of execution.
Simultaneously the ornaments seen outer to remove the mixed mortars and mortars of gypsum from the back façade will be pricked. Interiorly of disassemble the partition walls, as well as some zones tiled about carrying walls.
Uprising of pavement of hydraulic counter and submitted of pavements and moquettes, in some zones.
With everything clean and free of elements that could block an intervention comfortable and exempt from dangers.
The handrails of balconies will be withdrawn and protected in safe place, for their relocation at the end of the intervention, previous repair that we portray in the section of METALLIC CLOSINGS.
FOUNDATION: People do not correspond nor it is altered from its original state. That is thanks to what the dimensions of the building itself are a lot reduced and the existing walls according to sections and a conservation of factories those that sustain the forged new ones that are carried out will be.
ESTRUCTURE: The state of the construction is owed so much to for the antique, as for the laziness and bad former use, as well as the interventions of the 19th centuries and XX. A deep and detailed intervention, seeing the case from case, will be required from each carrying element individually. In synthesis we can group them in 2 sets:
1) the factories of walls of burden tile
2) the beams and small beams of being forged and other horizontal elements of sustenance.
The foreseen singing is from 27 cm (22+5). Such perimetral interior hoop will be being anchored in the façade through metallic anchorages in way of hinges passing by, rolled on the wall from the requirement with boxed plaques of distribution in façade. With this make solidary the wall of existing burden and the horizontal resistant elements.
COVERS: They are from two types:
1) Roofs: The covering will be formally, of the same type than that of the current state although not constructively. Arab will be tiled with reused tile that not have deteriorated.
The cover of C/ saddlery no. 27 it will make itself about forged flat new, priming of oxidised bitumen, cape of regularization, about which it will be carried out a framework of partition walls dark about which will place itself a ceramic board of 1 sheet, cape of regularization, painting Cot film and will be tiled superiorly with a slope > 30 %. Among the streets of the partition walls extrusionat sheets of polystyrene insulator will be incorporated. In the building of side, in the stall of scale with forged inclined and rain throwing slope of expanded polystyrene, will be primed with oxidised bitumen, a cape of mortar regularization of 2 cm will be made and finally it will be tiled.
2) Flat terrace: the forged one will be primed with oxidised bitumen in reason in 1'5 Kg/m2, a cape of regularization mortar will be carried out, a sheet of polystyrene extruded, of high density, will be placed it will fill with cellular concrete, and about this a bituminous sheet multilayer of minimum density 4 Kg/m2. Cape of regularization of 2 cm, castrates of arena of 2 cm and finally a pavement of tile taken with mortar of cement M-40a of 3 cm of size.
The gathering of waters will be carried out through gutter seen in the other two streets, of iron to cook ø 160 mm. The down pipes seen (2) will be equally of hurting of ø 80 mm. in the ground floor they will be collected with final stretch of smelting. They will be clamped with braces; each 2.50 m. and all connected and evacuated, the waters, in the general net of sewerage.
OVERTHROW. - Those will have to go of the hand of the rationality and the common sense of the good constructive practice. In principle the façades do not show a state being worrying.
As preventive practice and thermometer of the operations to carry out it will be carried out the dressmaking of witnesses in all zones that show dowels. For this several spaces of the same one will be chosen strategically - 30 x 30 cm2 - that, dust, will be cleaned of coatings painting, etc will be prepared a portion of living gypsum that with palette will adhere in the ornament and dowel with one size of 5 mm. in the form of devil leaving the dowel about the narrowness. When they dry it will be dated. Dating equally the successive periodic revisions.
They will be torn down firstly the partition walls, wattles, facilities, carpentry, glassworks, etc Always in downward meaning. A performance coordinated of demolition and execution will be brought, forged to forged, for this substituting way the whole of the ones forged without requiring of boundary marking of façade or the practice of the complete emptying and boundary marking of façades. With this the current scales will be torn down, that they ARE NOT ORIGINALS since in that of the no. 25 it starts about a metallic profile - it feels of turn of brick in plan -, in the no. 27 it is the fruit of the conditions of the warehouse of the antique dealer.
In first place is necessary to revise and to dismount or to tear down everything the that suppose an imminent danger of collapse as chimneys aerials, pieces of cornices, tiles, bearings, etc Foreseeing the possible disassemblies of covers (tiles, beams, belts, etc) through successive inspections Last bodies of the building head-first taking special account of both of them for their total or partial demolition. Item for zones of leaks, leaks, down pipes of pluvial, and the interior ones, together with façades, that provokes serious problems, for escapes, in this type of being forged.
The tiled will keep the necessary time since they suppose the cape of distribution and regularization of being forged. Rain throwing slope items. It is necessary to suggest that some forged they have lost the flatness.
Adhered special protections will be placed in built or/and façades, compact centimes, etc in good to know about the builder, that they avoid any danger about the passers-by.
The demolition of partition walls and factories of tiles will be carried out at hand. In 1st place they will be those that are cracked. Afterwards the factories of tile of 1/2 foot or more. In this last case they will take measures to avoid every type of accident, as, prompt underpinning, belts, etc in small beams, lintels, etc.
Equally, in the appropriate moment, the elimination of the central pillar is aimed, there is in the end the work of which C/Saddlery and sharecropper of background will be supplanted in the new ones forged through beam embedded in the walls of the façade of the intervention. To determine in the project of execution.
Simultaneously the ornaments seen outer to remove the mixed mortars and mortars of gypsum from the back façade will be pricked. Interiorly of disassemble the partition walls, as well as some zones tiled about carrying walls.
Uprising of pavement of hydraulic counter and submitted of pavements and moquettes, in some zones.
With everything clean and free of elements that could block an intervention comfortable and exempt from dangers.
The handrails of balconies will be withdrawn and protected in safe place, for their relocation at the end of the intervention, previous repair that we portray in the section of METALLIC CLOSINGS.
FOUNDATION: People do not correspond nor it is altered from its original state. That is thanks to what the dimensions of the building itself are a lot reduced and the existing walls according to sections and a conservation of factories those that sustain the forged new ones that are carried out will be.
ESTRUCTURE: The state of the construction is owed so much to for the antique, as for the laziness and bad former use, as well as the interventions of the 19th centuries and XX. A deep and detailed intervention, seeing the case from case, will be required from each carrying element individually. In synthesis we can group them in 2 sets:
1) the factories of walls of burden tile
2) the beams and small beams of being forged and other horizontal elements of sustenance.
The foreseen singing is from 27 cm (22+5). Such perimetral interior hoop will be being anchored in the façade through metallic anchorages in way of hinges passing by, rolled on the wall from the requirement with boxed plaques of distribution in façade. With this make solidary the wall of existing burden and the horizontal resistant elements.
COVERS: They are from two types:
1) Roofs: The covering will be formally, of the same type than that of the current state although not constructively. Arab will be tiled with reused tile that not have deteriorated.
The cover of C/ saddlery no. 27 it will make itself about forged flat new, priming of oxidised bitumen, cape of regularization, about which it will be carried out a framework of partition walls dark about which will place itself a ceramic board of 1 sheet, cape of regularization, painting Cot film and will be tiled superiorly with a slope > 30 %. Among the streets of the partition walls extrusionat sheets of polystyrene insulator will be incorporated. In the building of side, in the stall of scale with forged inclined and rain throwing slope of expanded polystyrene, will be primed with oxidised bitumen, a cape of mortar regularization of 2 cm will be made and finally it will be tiled.
2) Flat terrace: the forged one will be primed with oxidised bitumen in reason in 1'5 Kg/m2, a cape of regularization mortar will be carried out, a sheet of polystyrene extruded, of high density, will be placed it will fill with cellular concrete, and about this a bituminous sheet multilayer of minimum density 4 Kg/m2. Cape of regularization of 2 cm, castrates of arena of 2 cm and finally a pavement of tile taken with mortar of cement M-40a of 3 cm of size.
The gathering of waters will be carried out through gutter seen in the other two streets, of iron to cook ø 160 mm. The down pipes seen (2) will be equally of hurting of ø 80 mm. in the ground floor they will be collected with final stretch of smelting. They will be clamped with braces; each 2.50 m. and all connected and evacuated, the waters, in the general net of sewerage.
