Structural Buried Tank DWG Block for AutoCAD
1m tall tank buried for building water supply
Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):
Exposure classes, Thaw, Unexposed defrost cycles, Exposed cycles occasional thaw humidity, Exposed defrost cycles in continuous contact with humidity, Severe, Exposed defrost cycles that in continuous contact with exposed deicing products, In water the weight, Sulfate dissolved in ppm, New, New, Marine, New, New, Gility, Contact with water where low permeability is required, Contact with water where it lowers permeability, Of reinforcement for, Protected against, Exposed not an external source of chlorides, Exposed to moisture an external source of chlorides from products water sea water splashes of the same origin, Corrosive, Non-exposed corrosive, Exposed different de-icers, For concrete according to the type of exposure, Of sition, Min. Mpa, Additional minima, of air, the, of material, Calcium, Type, Tion, Tion, allowed, In the, In the, In the, allowed, May allow alternative combinations of different cementitious materials as mentioned in the table provided they are tested for resistance to sulphates must be complied with for water exposure other types of Portland cement with contents of up to percent tricalcium aluminate are allowed if the ratio does not Exceeds other types of cement such as type iii in exposures if the content of is less than the amount of the specific source of pozzolan slag to be used should not be less than the amount that has been determined by experience in improving the Resistance when used in concretes containing v-type cement. So that the amount of the specific source of pozzolan slag to be used should not be less than the amount tested according to the ntc must meet the requirements of the content of water soluble chloride ions from the additive cementitious materials of the mixtures of Must be determined according to the requirements of the age range from light concrete see, Street corner race, drawing, address, Contains, observations, February of, Scales, date, flat, Vo. Bo., Gustavo a. Chang grandson, structural design, Exploded view, Blv. Contact cel. e-mail:, Ing: andrés vergara s., Design features:, Study of floors:, capacity, Standard of design:, Type of soil:, Concrete shoe, Minimum compressive strength, Mpa., reinforcing steel, Minimum tensile strength, Mpa., Seismic parameters:, Concrete columns, Minimum compressive strength, Mpa., live load, Live cover charge, Dead load, Cover dead load, Wind load, Logo space, To be fulfilled according to nsr, The seven days to fail the days, A sample consists of four to fail the, One sample for each sample type., One sample per each concrete emptied., One sample per day., at least:, Samples must be taken for concrete strength tests, Premixed concrete must comply with the ntc standard, Comply with ntc, Resistance test the compression of concrete cylinders must, Comply with ntc, Curing of concrete specimens should be, Aggregates for concrete must comply with ntc, concrete., Corrugated reinforcement must comply with the ntc norm nsr, Electrowelded reinforcement millimeter, reinforcing steel., Materials complying with the following standards:, Tests shall be carried out on samples representative of the, Quality control in materials, The data related to the geometry of the project will be checked with the plans of all the data related to the layout of the building, its elements are defined in the layout of the architect. No change of sections reinforcements of the structure is allowed in without prior written authorization of the calculating engineer. In case that for reasons must be made changes in the geometry loads of the must consult with the calculating engineer to proceed with the revision relevant corrections., important:, Technical construction notes, Construction must be supervised by, Personnel to ensure the quality of, the play., The concrete used in construction must, Have mixing design to ensure the validity, Concrete curing must be strict, During the first seven days., Of the structural calculation., Any modification must be consulted, With the calculating engineer., Notes for preparation of metal surfaces for painting cleaning will be done using electric tools of steel surfaces before painting them will remove the husk of laminate rust detached paint detached with electric brushes electric impact electric emery by the combination of these methods. Procedure solder slag residues must be first removed by solvent cleaning stratified rust must be removed with impact of electric tools
Raw text data extracted from CAD file:
Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):
Exposure classes, Thaw, Unexposed defrost cycles, Exposed cycles occasional thaw humidity, Exposed defrost cycles in continuous contact with humidity, Severe, Exposed thaw cycles that in continuous contact with exposed deicing products, In water the weight, Sulfate dissolved in ppm, New, New, Marine, New, New, Gility, Contact with water where low permeability is required, Contact with water where it lowers permeability, Reinforcement for, Dry protected against, Exposed not an external source of chlorides, Exposed to moisture an external source of chlorides from products water sea water splashes of the same origin, Corrosive, Non-exposed corrosive, Exposed different de-icers, For concrete according to the type of exposure, Of sition, Min. Mpa, Additional minima, of air, the, of material, Of calcium, Type, Tion, Tion, allowed, In the, In the, In the, allowed, May allow alternative combinations of different cementitious materials mentioned in the table as long as they are tested for the resistance sulfates must be met for other Portland cement with contents of up to percent tricalcium aluminate if the ratio does not Exceeds other types of cement such as type iii in exposures if the content of is less than the amount of the specific source of pozzolan slag to be used should not be less than the amount that has been determined by experience in improving the Resistance when used in concretes containing v-type cement. So that the amount of the specific source of pozzolan slag to be used should not be less than the amount tested according to the ntc must meet the requirements of the content of water soluble chloride ions from the additive cementitious materials of the mixtures of Must be determined according to the requirements of the age range from light concrete see, Street corner race, drawing, address, Contains, observations, February of, Scales, date, flat, Vo. Bo., Gustavo a. Chang grandson, structural design, Exploded view, Blv. Contact cel. e-mail:, Ing: andrés vergara s., Design features:, Study of floors:, capacity, Standard of design:, Type of soil:, Concrete shoe, Minimum compressive strength, Mpa., reinforcing steel, Minimum tensile strength, Mpa., Seismic parameters:, Concrete columns, Minimum compressive strength, Mpa., live load, Live deck load, Dead load, Cover dead load, Wind load, Logo space, To be fulfilled according to nsr, The seven days to fail the days, A sample consists of four to fail the, One sample for each sample type., One sample for each concrete emptied., One sample per day., at least:, Samples must be taken for concrete strength tests, Premixed concrete must comply with the ntc standard, Comply with ntc, Resistance test the compression of concrete cylinders must, Comply with ntc, Curing of specimens of concrete must be, Aggregates for concrete must comply with ntc, concrete., Corrugated reinforcement must comply with the ntc norm nsr, Electrowelded reinforcement millimeter, reinforcing steel., Materials complying with the following standards:, Tests shall be carried out on samples representative, Quality control in materials, The data related to the geometry of the project will be verified with the plans of all the data related to the layout of the building, its elements are defined in the layout of the architect. No change of sections reinforcements of the structure is allowed in without prior written authorization of the calculating engineer. In the case that for reasons must be made changes in the geometry loads should be consulted with the calculating engineer to proceed with the revision relevant corrections., important:, Technical construction notes, Construction must be supervised by, Personnel to ensure the quality of, the play., The concrete used in construction must, Have a mix design to ensure the validity, Concrete curing must be strict, During the first seven days., Of the structural calculation., Any modification must be consulted, With the calculating engineer., Notes for preparation of metal surfaces for painting cleaning will be done using electric tools of steel surfaces before painting them will remove the rust laminate rust stripped off paint with brushes electric impact electric emery by the combination of these methods. Procedure solder slag residues must be first removed by solvent cleaning stratified rust must be removed with impact of electric tools
Raw text data extracted from CAD file:
| Language | Spanish |
| Drawing Type | Block |
| Category | Water Sewage & Electricity Infrastructure |
| Additional Screenshots |
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| File Type | dwg |
| Materials | Concrete, Steel, Other |
| Measurement Units | |
| Footprint Area | |
| Building Features | Deck / Patio, Car Parking Lot |
| Tags | autocad, block, building, buried, concrete, distribution, DWG, fornecimento de água, hydraulic, kläranlage, l'approvisionnement en eau, POOL, reinforcement, structural, supply, tall, tank, treatment plant, wasserversorgung, water |