Apartments DWG Block for AutoCAD

Apartments DWG Block for AutoCAD

Departments architecture – floor foundation.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

esc:, cu connector, kind, compacted, industrial salt, charcoal, sifted earth, conductor of cu, bare copper, ground well detail, cap of, section, charcoal, industrial salt, copper rod, copper electrode, plant, bronze connector, naked driver, dinning room, kitchen, passage, low floor, goes up, dinning room, bedroom, ss.hh, goes up, hall, bedroom, living room, dinning room, bedroom, passage, kitchen, dinning room, living room, passage, ss.hh., bedroom, wash., living room, kitchen, kitchen, laundry, yard, to be, go up floor, first floor, bedroom, passage, living room, bedroom, ss.hh, warehouse, study, car pot, kitchen dining room, Of diary, laundry, passage, ss.hh., refr., bedroom, yard, cl., proy lightened, ss.hh., bedroom, passage, ss.hh., dinning room, goes up, hall, terrace, living room, kitchen, bedroom, passage, ss.hh., laundry, second floor, third floor, rooftop, living room, bedroom, foundation plant, metal lid, cut, plant, tank, slabs beams, beams, typical stirrups, in columns, for, columns, for, for, typical details of anchoring of armours, corner, plants, meeting, elevation, n.t.n., s.a., n.t.n., columns:, esc:, armed surplus, foundation, concrete shoe, flooring, of column in shoe, column, n.v.t., concrete f’c, first stretch, stairs, esc:, estrib., second stretch, masonry, concrete, joint between courses, unit of albanileria, granular material index plasticity, Technical specifications, mortar, cm., dimensions cm., type ms, f’b, KK type similar craft, f’m, overload, roof finish, ground capacity, overcarcas:, coatings:, slabs plates, beams columns, concrete in porticos, reinforcing steel, sobrecimiento, foundation, shoes, astm, cm., f’c, round corrugated bars, f’y, f’c, concrete cyclopean p.g., technical standards: national construction regulations, typical, stirrups, rc., s.a., stirrups, rc., s.a., stirrups, rc.

Raw text data extracted from CAD file:

ESC: 1/25 CONECTOR DE Cu TIPO A / B Y COMPACTADA SAL INDUSTRIAL CARBON VEGETAL TIERRA CERNIDA CONDUCTOR DE Cu CABLE1X35mm2 COBRE DESNUDO PVC-35mmØSEL A B C DETALLE DE POZO A TIERRA TAPA DE SECCION A-A A CARBON VEGETAL SAL INDUSTRIAL d5/8" DE 2.40m. VARILLA COBRE 5/8" ELECTRODO DE COBRE A B C A PLANTA CONECTOR DE BRONCE CONDUCTOR DESNUDO + - .51 4.54 2.75 .15 2.95 .15 3.13 .15 1.69 .15 1.68 .15 3.44 1.49 .15 3.17 .15 3.16 .15 2.31 .65 .15 2.04 .25 2.51 .15 2.28 .25 2.72 .25 4.38 .15 1.41 .15 .15 1.00 .15 3.69 .15 .15 .15 3.14 1.55 .15 .15 1.02 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .53 4.20 2.59 .15 2.14 .15 3.36 .15 2.69 .15 1.68 .15 .15 4.84 .15 .15 1.27 2.42 .15 2.27 2.74 .15 1.54 .15 2.00 .15 1.01 .59 .15 2.60 .25 1.61 1.10 .15 1.54 3.44 .31 2.78 .25 1.45 .15 3.01 .15 3.21 .15 2.78 .15 2.00 .15 3.17 1.49 .15 3.17 .15 3.16 2.43 .25 3.26 .25 2.68 .25 2.25 .25 2.82 .25 4.28 1.41 .15 .15 2.37 .78 .15 .15 .96 .25 .25 .25 .25 .25 .25 .25 .08 5.14 29.18 27.55 2.74 .15 .15 1.85 .25 .25 1.76 1.47 .15 .82 .15 .82 1.55 1.00 .15 .25 .90 1.01 2.73 .25 1.26 .50 1.00 2.54 2.33 1.47 .15 3.17 .15 .25 4.28 .15 1.41 .15 .15 3.14 1.55 .15 .15 2.76 .15 .15 .25 1.61 2.54 2.33 .15 2.00 .15 .50 1.00 2.55 .25 2.26 .14 1.24 .15 2.04 .15 1.50 .15 2.32 .15 3.64 .15 .30 1.60 .53 3.90 4.22 .15 .70 .15 3.46 .15 2.69 .15 1.68 .15 .15 4.84 .15 .15 1.54 3.44 1.47 .15 3.17 .15 .25 4.28 .15 1.41 .15 .15 3.14 1.55 .15 .15 2.76 .15 .15 .25 1.61 2.54 2.33 .15 2.00 .15 .50 1.00 2.55 .25 2.26 .14 1.24 .15 2.04 .15 1.50 .15 6.40 .15 1.60 .13 3.31 .13 2.51 2.38 .13 .13 2.51 2.38 .13 .13 2.51 2.38 .13 .13 2.51 2.38 .13 .15 2.60 .15 6.24 .15 .90 2.64 1.12 1.50 2.44 1.00 2.44 .15 1.10 4.84 1.59 .15 3.10 5.14 .75 .15 .68 1.00 .50 1.68 .15 1.00 .15 .15 1.00 .15 3.69 .15 .15 1.00 .15 3.69 1.68 .15 1.09 .25 1.09 .30 .15 1.35 2.09 2.24 .90 .10 1.00 .15 .15 1.00 .15 3.69 1.68 .15 1.09 .25 1.09 .15 1.35 .90 1.00 3.32 4.53 3.17 2.93 3.37 2.15 3.09 0.90 .50 1.00 1.00 1.20 1.70 0.15 0.15 1.50 0.60 0.90 .31 2.78 .25 1.45 .15 3.01 .15 3.22 .15 2.79 .15 2.00 .15 3.17 1.49 .15 3.17 .15 3.16 2.43 .25 3.26 .25 2.69 .25 2.25 .25 2.82 .25 4.28 1.41 .15 .15 2.37 .78 .15 .15 5.14 29.18 27.55 2.74 .15 .15 1.86 .25 .25 1.76 1.47 .15 .82 .15 .82 1.55 .25 .90 1.01 2.73 .25 5.14 1.26 .13 3.32 .13 2.52 2.38 .13 .81 .81 .50 .84 0.50 0.50 0.60 0.50 0.25 0.25 0.25 0.25 .90 .68 1.13 .23 .56 2.25 2.16 0.25 .175 2.07 1.00 .50 0.30 0.15 1.40 1.50 0.15 .20 0.15 0.15 0.60 0.60 .29 1.00 1.00 1.00 3.32 4.53 3.17 2.94 3.37 2.25 2.15 3.09 COMEDOR COCINA PASADIZO 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16 17 14 15 12 13 10 11 8 9 6 7 4 5 2 3 1 BAJA A 1ER. PISO SUBE COMEDOR DORMITORIO 1 SS.HH 1 2 3 4 5 6 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE A 3er.PISO 12 11 10 13 14 HALL DORMITORIO 2 SALA COMEDOR 5 5 5 5 5 5 DORMITORIO 2 PASADIZO 5 5 COCINA COMEDOR SALA PASADIZO SS.HH. DORMITORIO 1 DORMITORIO 2 5 LAVAND. LAVAND. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALA COCINA 5 COCINA LAVANDERIA 5 PATIO ESTAR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 7 4 5 2 3 1 Sube a 2do. piso PRIMER PISO DORMITORIO 2 PASADIZO 5 5 SALA DORMITORIO 1 5 5 5 5 5 SS.HH ALMACEN ESTUDIO CAR POT COCINA - COMEDOR DE DIARIO LAVANDERIA PASADIZO SS.HH. REFR. DORMITORIO 3 PATIO CL. CL. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.= + 0.15 NPT.= + 0.15 NV.= + 0.15 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.15 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 5 Proy. aligerado NPT.= + 0.30 NPT.= + 0.15 SS.HH. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO 2 PASADIZO 5 5 5 5 5 SS.HH. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COMEDOR 1 2 3 4 5 6 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE A 3er.PISO 12 11 10 13 14 HALL TERRAZA 5 SALA COCINA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO 2 PASADIZO 5 5 5 5 5 SS.HH. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LAVANDERIA SEGUNDO PISO TERCER PISO AZOTEA 5 5 5 5 5 5 5 5 5 A B C D E F G H I J K 1 2 3 5 5 5 5 1 2 3 5 5 5 5 1 2 3 5 5 5 5 1 2 3 5 5 5 5 SALA DORMITORIO DORMITORIO 1 DORMITORIO 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CIMENTACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.= + 0.15 NPT.= + 0.15 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.15 NPT.= + 0.30 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H I J K 1 2 3 5 5 5 5 5 5 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 5 5 5 2 2 2 2 3 3 3 3 3 3 1 1 3 3 3 3 1 1 3 3 1 1 1 1 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 C2 C2 C3 C1 C1 C3 C3 C3 C3 C1 C1 C3 C1 C1 C3 C1 C1 C3 C1 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 TAPA METALICA 1.50 0.15 .20 0.15 0.15 1.70 \A1;Fe \S3#8;" \A1;Fe \S3#8;" \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 0.15 0.15 0.60 0.60 1.50 5 0.60 0.90 \A1;Fe \S3#8;" c.15 \A1;Fe \S3#8;" c.15 CORTE PLANTA CISTERNA LOSAS Y VIGAS E S P E C I F I C A C I O N E S L1 .30 L1 .60 .40 .50 L2 .50 .30 .40 .70 .60 VIGAS 0.10 0.15 L2 ESTRIBOS TIPICOS EN COLUMNAS Y para d3/8" para d1/4" COLUMNAS PARA d3/8" (TIPICO) PARA d1/2" y d5/8" DETALLES TIPICOS DE ANCLAJE DE ARMADURAS 0.25 0.40 ESQUINA PLANTAS ENCUENTRO L 0.25 0.25 0.25 d \A1;L \A1;0.05 \A1;L 3/8" 1/2" 5/8" ELEVACION 0.90 N.T.N. N.T.N. S.A. =4 Ø3/8" N.T.N. NfP.=+0.25 \L3 - 3 \L2 - 2 \L1 - 1 \LCORTES\l: \LC - 2 \LC - 1 \A1;; ø \H0.7x;\S1/4;\H1.429x;" : 1@0.5, 3@10, 2@15, Rc 0.25 6 ø ½ COLUMNAS: ESC: 1:20 5 5 0.50 0.50 0.60 .50 1.00 1.00 0.50 0.25 0.25 0.25 0.25 4 ø ½ \A1;; ø \H0.7x;\S1/4;\H1.429x;" : 1@0.5, 3@10, 2@15, Rc 0.25 Sobrecimiento Armado Cimiento Concreto Zapata Solado \LANCLAJE DE COLUMNA EN ZAPATA 5 5 5 5 5 Ø1/2"@0.15 1.20 5 Columna 12 11 9 8 7 6 5 4 3 Ø 1/2" a 0.15 0.15 N.V.T. Ø 3/8" a 0.15 Ø 1/2" @ 0.20 Ø 3/8" @ 0.25 Concreto f'c = 100Kg /cm² 0.1842 0.80 0.30 0.45 0.30 1.20 Ø 3/8" @ 0.25 Ø 3/8" @ 0.15 Ø 3/8" @ 0.25 0.60 13 5 0.25 .175 5 PRIMER TRAMO ESCALERA ESC: 1:25 4 Ø3/8" Estrib. Ø1/4"1@.05,2@0.10,r@.25 1.00 .50 0.30 0.15 \A1;4 ø \S3/8;\H1.429x;" \A1;; ø \H0.7x;\S1/4;\H1.429x;" : 1@0.5, 3@10, 2@15, Rc 0.25 \LC - 3 1.40 Ø 3/8" @ 0.25 Ø 1/2" @ 0.15 Ø 3/8" a 0.15 0.29 16 17 18 SEGUNDO TRAMO Ø 3/8" @ 0.25 Ø 1/2" @ 0.20 ALBANILERIA CONCRETO : JUNTA ENTRE HILADAS UNIDAD DE ALBANILERIA MATERIAL GRANULAR INDICE PLASTICIDAD < 3 % ESPECIFICACIONES TECNICAS MORTERO 1.5 cm. (maximo) DIMENSIONES 9x13x24 cm. TIPO MS (cemento-arena 1:5) f'b = 130 Kg/cm2 TIPO KK. ARTESANAL O SIMILAR f'm = 45 Kg/cm2 SOBRECARGA ACABADO TECHO CAPACIDAD DEL TERRENO SOBRECARCAS: RECUBRIMIENTOS: LOSAS Y PLACAS VIGAS Y COLUMNAS CONCRETO EN PORTICOS ACERO DE REFUERZO SOBRECIMIENTO CIMIENTO CORRIDO : ZAPATAS 100.00 Kg/m2 t ASTM - A -705 2.0 cm. 4.0 cm. 150.00 Kg/m2 =1.00 Kg/cm2 ( VERIFICAR) f'c =210 Kg/cm2 BARRAS CORRUGADAS REDONDAS f'y = 4,200 Kg/cm2 f'c = 175 Kg/cm2 f'c = 210 Kg/cm2 CONCRETO CICLOPEO 1 : 10 +30 P.G. NORMAS TECNICAS: REGLAMENTO NACIONAL DE CONSTRUCCIONES 2 1 \LZAPATA TIPICA Estribos = Ø1/4" 1c.05.2c.10, Rc. .25 S.A. =4 Ø3/8" Estribos = Ø1/4" 1c.05.2c.10, Rc. .25 S.A. =4 Ø3/8" Estribos = Ø1/4" 1c.05.2c.10, Rc. .25 NfP.=+0.25 NfP.=+0.25

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	apartment, apartments, architecture, autocad, block, building, condo, departments, DWG, eigenverantwortung, Family, floor, FOUNDATION, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership