Multifamily DWG Block for AutoCAD

Multifamily DWG Block for AutoCAD

Plants foundations of a multifamily housing in Los Olivos

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

garden, store, s.h., n.p.t., car port, s.h., store, kitchen, dining room, yard, n.f.p., dinning room, living room, garden, n.t.n., bedroom, to be, bathroom visit, bath, study, bedroom, n.f.p, Main bedroom, garden, n.t.n., n.f.p, plant foundation, cut, cistern detail, scale, esc., mesh, sole, compacted ground, mesh, tank, tank lid, mesh, but pg, observations, all the shoes have concrete f’c, the level of foundation will be saved unless indicated in plan., for the foundation line see the architectural plans., the water of recommendable to use in foundation cement type, incorporate the mix of cyclopean additive waterproofing, foundation note, min., standard lime sand, characteristics of confined masonry, after the decoupling of the roof with tambourine brick., the broken walls are bearers of brick, the non-load bearing walls will raise their total height, type iv of voids with percentage of voids, maximum of empty, thickness of mortar joints, not exceed the, if you have alveoli these, mortar, of volume, max cm, min: cm, brick unit type iv, minimal thickness, kg, overlaps, stirrups, anchorage, carrying capacity, national building regulations, technical building standards, design standards earthquake resistant, construction design specifications, ground, indicated in the lightened planes, minimum anchorage lengths overlapping of reinforcement, lightened stairs, rooftop, rest, stairs, shoes, overloads, concrete f’c, steel fy reinforcement, but pg, real estate, columns beams, flat beams, reinforced concrete, coatings, Technical specifications, concrete cycle, from sardinel, typical detail, cut, detail of, bending of stirrups, beam column, covering, beam column, typical detail of anchorage of, column with running foundations, foundation, overcoming, n.f.p. var., wires, every row, rest according to, column table, shoe net, according to picture, shoe, rec. free, esc., of columns, typical junctions of, beams with columns, typical junctions of, intermediate, esc., rest, according to picture, of columns, according to picture, of columns, according to picture, of columns, according to picture, of columns, according to picture, according to picture, of columns, Lenght of, overlap, of columns, according to picture, of columns, according to picture, corner, esc., cut, lateral cm., cut, esc., esc., cut, cut, esc., esc., cut, gasket, esc., construction gasket, ladder foundation, according to column table, typical detail of zapata, n.f.p., n.t.n., esc., rec. free, poor concrete screed, n.f., n.f.p., cut, esc., dhi, dyi, building weight, ryy, rxx, techniques, earthquakes, zusc, settings, dhi, dxi, cut, esc., tecnopor, n.f.p., level, poor concrete screed, detail of ladder ii section, plate board, vertical, quantity, stirrups, kind, steel, horizontal extremes, dimension, kind, horizontal extremes, tank, staircase detail, n.f.p., esc., quantity, kind, dimension, confinement both extremes, steel, stirrups, confinement both extremes, floor, column table, floor, floor, shoe box, dimension, kind, cant, grill, solid slab, ladder iii stretch, esc., esc., recess detail with, license plate, beam: with, license plate, slab of

Raw text data extracted from CAD file:

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N.P.T. - 0.15 N.P.T. - 0.15 1 CAR PORT S.H. TIENDA 1 1 COCINA COMEDOR DE DIARIO 1 PATIO N.F.P. - 0.20 COMEDOR SALA 1 JARDIN N.T.N. - 0.15 DORMITORIO ESTAR BAÑO VISITA BAÑO BAÑO ESTUDIO DORMITORIO N.F.P -0.05 DORMITORIO PRINCIPAL JARDIN N.T.N. - 0.15 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.05 N.F.P -0.20 PLANTA CIMENTACION CORTE Y-Y DETALLE DE CISTERNA ESCALA 1/25 1.80 ESC. 1:50 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 SOLADO TERRENO COMPACTADO 0.50 0.20 0.15 1.50 0.50 0.15 0.30 0.10 0.20 1.90 MALLA d 3/8" @ 0.20 MALLA d 3/8" @ 0.20 CISTERNA TAPA TANQUE N.F.P.- 0.05 MALLA d 3/8" @ 0.20 0.15 (CEMENTO-HORMIGON MAS 30% PG (6"max.) OBSERVACIONES : 1) - TODAS LAS ZAPATAS TIENEN H = 0.60 ; CONCRETO f'c = 175 Kg/m2. 2) - EL NIVEL DE CIMENTACION SERA = 1.00; SALVO ESTE INDICADO EN PLANTA. 3) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. (EN EL AGUA DE AMASADO), RECOMENDABLE USAR EN CIMENTACION CEMENTO TIPO V 4) - INCORPORAR A LA MEZCLA DE CONCRETO CICLOPEO ADITIVO IMPERMEABILIZANTE 13 NOTA : CIMENTACION : 24 : e min. = 0.13m , 0.24m : 1:1:4 (CEMENTO : CAL NORMALIZADA : ARENA ) CARACTERISTICAS DE LA ALBAÑILERIA CONFINADA : DESPUES DEL DESENCOFRADO DEL TECHO , CON LADRILLO PANDERETA. LOS MUROS ACHURADOS SON PORTANTES Y SERAN DE LADRILLO LOS MUROS NO PORTANTES SE LEVANTARAN A SU ALTURA TOTAL TIPO IV , DE 18 HUECOS , CON PORCENTAJE DE VACIOS < 30% . : 30 % % MAXIMO DE VACIOS ESPESOR DE JUNTAS DE MORTERO no excederan el 30% Si tiene Alveolos estos MORTERO del Volumen : e max : =1.5 Cm : e min: =0.9 Cm 9 UNIDAD ( LADRILLO TIPO IV ) ESPESOR MINIMO :f'm 45 Kg / Cm2 TRASLAPES ESTRIBOS (Z) d ANCLAJE 0.15 0.10 0.80 3/4" 0.70 CAPACIDAD PORTANTE : 1.50 Kg/cm2 REGLAMENTO NACIONAL DE CONSTRUCCIONES NORMAS TECNICAS DE EDIFICACION E-060 NORMAS DE DISEÑO SISMO RESISTENTE ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION : TERRENO 3/8" 1/4" 5/8" 1/2" 0.45 0.55 0.55 0.45 0.75 0.60 0.60 0.50 Z 45° : 4 Cm : 2 Cm : 200 Kg / m2 : 200 Kg / m2 : 150 Kg / m2 : 7 Cm : 2.5 Cm S/C : INDICADA EN LOS PLANOS DE ALIGERADOS LONGITUDES MINIMAS DE ANCLAJE Y TRASLAPE DE ARMADURAS ESCALERAS Y ALIGERADOS AZOTEA RESTO ESCALERA ZAPATAS SOBRECARGAS : CONCRETO : f'c = 210Kg/cm2 ACERO REFUERZO : fy = 4200 Kg/cm2 (CEMENTO-HORMIGON MAS 25% PG (3"max.) SOBRECIMIENTOS : CONCRETO CICLOPEO 1:8 VIGAS PERALTADAS Y COLUMNAS VIGAS CHATAS CONCRETO ARMADO RECUBRIMIENTOS .20 .10 ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO de Sardinel Detalle Tipico CORTE 9-9 .25 DETALLE DE DOBLADO DE ESTRIBOS d 1/4" 3/8" r 2 Cm 3 Cm a 10 Cm 3 Cm COLUMNA O VIGA RECUBRIMIENTO RECUBRIMIENTO r d COLUMNA O VIGA a DETALLE TIPICO DE ANCLAJE DE COLUMNA CON CIMIENTOS CORRIDOS CIMIENTO .10 0.25 0.80 SOBRECIMIENTO N.F.P. VAR. 2 ALAMBRES N°8 CADA 6 HILERAS RESTO "S" SEGUN CUADRO DE COLUMNAS S/2 .10 .10 .10 0.10 0.10 0.10 0.10 0.10 0.05 0.10 S S S/2 MALLA DE ZAPATA SEGUN CUADRO DE ZAPATAS REC. LIBRE 0.075 B A ESC. 1/25 .05 DE COLUMNAS UNIONES TIPICAS DE VIGAS CON COLUMNAS VIGAS CON COLUMNAS UNIONES TIPICAS DE INTERMEDIO ESC. 1/25 .05 .10 .10 S RESTO "S" SEGUN CUADRO DE COLUMNAS SEGUN CUADRO DE COLUMNAS S/2 S S/2 .10 .10 .10 SEGUN CUADRO S S S DE COLUMNAS SEGUN CUADRO DE COLUMNAS d 3/8" @ 0.10 .10 .10 .10 S/2 S S/2 .10 .10 .05 SEGUN CUADRO d 3/8" @ 0.10 0.40 (TIP.) H/3 H/3 S .10 .10 S .10 .10 SEGUN CUADRO DE COLUMNAS d 3/8" @ 0.15 LONGITUD DE TRASLAPE DE COLUMNAS SEGUN CUADRO H/3 .05 .10 .10 .10 .10 S DE COLUMNAS SEGUN CUADRO ESQUINA ESC. 1/25 .10 S S S d 3/8" @ 0.10 .10 .10 .05 .10 0.40 (TIP.) N.F.P.+ 0.10 CORTE 5-5 lateral 3.5 cm. CORTE 1-1 ESC. 1/25 0.60 ESC. 1/25 CORTE 2-2 0.60 0.80 0.80 N.F.C.- 0.90 0.10(VAR.) 0.10 0.35(VAR.) 0.10(VAR.) 0.10 N.F.P.+ 0.10 (VARIABLE) N.T.N.± 0.00 .30 0.80 0.80 N.F.C.- 0.90 0.10 N.F.P.+ 0.10 0.10 N.T.N.± 0.00 0.40 o 0.50 CORTE 3-3 ESC. 1/25 0.40 o 0.50 ESC. 1/25 CORTE 4-4 N.T.N.± 0.00 N.F.C.- 0.90 N.F.C.- 0.90 0.80 N.T.N.± 0.00 N.F.P.+ 0.10 0.10 0.10 0.35 0.80 0.80 N.T.N.± 0.00 N.F.P.+ 0.10 0.10(VAR.) 0.10 0.10 0.35 0.10 0.15 Junta asismica 0.15 0.15 0.40 ESC. 1/25 N.F.C.- 0.90 N.T.N.± 0.00 JUNTA DE CONSTRUCCION E=3.5Cm JUNTA DE CONSTRUCCION E=3.5Cm JUNTA DE CONSTRUCCION E=3.5Cm 5 C-1 5 5 CIMENTACION DE ESCALERA SEGUN CUADRO DE COLUMNAS DETALLE TIPICO DE ZAPATA 5 N.F.P. + 0.10 N.T.N. ± 0.00 V-C ESC. 1/25 REC. LIBRE 0.075 REC. LIBRE 0.075 d 3/8" @ 0.15 A x B 5 5 5 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 5 N.F.Z. - 1.10 5 N.F.P. + 0.10 5 CORTE 6-6 ESC. 1/25 5 2.5 C = 0.005 Dhi Dyi = P= PESO DE EDIF. Ryy = Rxx = 6.00 (ALBAÑILERIA) 10.00 (PORTICO) (NORMAS TECNICAS E-030) SISMORESISTENTES 0.40 Z = S = 1.4 U = 1.0 P ZUSC V= R PARAMETROS 0.007 Dhi Dxi = V-C 4 d 5/8" d 3/8" 1@ 0.05, RTO.@ 0.25 5 CORTE 7-7 d 3/8" 1@ 0.05, RTO.@ 0.25 ESC. 1/25 4 d 5/8" TECNOPOR E=1" d 3/8" 1@ 0.05, RTO.@ 0.25 V-C 4 d 5/8" 5 5 5 5 5 5 N.F.P. (VARIABLE) 5 Nivel -0.40 5 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 2 2 2 2 S/C = 200 Kg/m2 DETALLE DE ESCALERA II - TRAMO d1/2" @0.25 0.18 5 d1/2" @0.25 5 d1/2" @0.20 12 d1/2" @0.20 5 5 11 CUADRO DE PLACAS d Vertical d 1/2" @ 0.20 d Vertical d 3/8" @ 0.20 d 1/4", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 1°PISO 2°PISO 3°PISO CANTIDAD 1 ESTRIBOS TIPO 4 d 1/2" ACERO C - 5 d 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 1 4 d 5/8" C - 8 d Horizontal d 3/8" @ 0.15 (Confinar extremos 5 @ 0.10) 5 DIMENSION 0.30 C-5 C-5 0.30 0.15 0.15 TIPO PL - 1 d Horizontal d 3/8" @ 0.15 (Confinar extremos 5 @ 0.10) 1.40 0.25 5 C-8 5 C-8 0.25 PL - 2 Z-2 C-4 Z-1 C-7 Z-1 Z-3 Z-3 Z-4 Z-4 Z-5 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-3 Z-2 C-11 Z-5 P-1 Z-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-2 P-2 C-5 C-5 C-6' C-6' C-6 C-6 C-6 C-6 C-7 C-7 C-7 C-9 C-7 C-8 C-10 C-9 C-8 C-12 C-12 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13 C-13 V-C 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C V-C 5 5 5 5 5 A B C' C 5 5 5 1 2 5 3 4 5 5 5 7 6 5 5 A 8 C B A' 5 5 5 D' E 5 5 5 5 1 1 2 3 4 5 5 5 5 7 6 E D E' 5 5 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 CISTERNA Y DETALLE DE ESCALERA I - TRAMO d3/8" @0.20 5 5 4 5 S/C = 200 Kg/m2 d3/8" @0.25 d3/8" @0.20 11 10 9 8 7 6 d3/8" @0.25 E=0.15 5 5 1 5 5 5 5 N.F.P. + 0.10 3 2 ESC. 1/25 1°PISO 2°PISO 3°PISO CANTIDAD TIPO DIMENSION Ø 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 C - 11 confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos confinamiento ambos extremos Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 6 d 1/2" Ø 1/4", 1@ 0.05, 4@ 0.10 Rto.@ 0.20 6 Ø 1/2" + 2 Ø 3/8" 1 2 Ø 1/4", 1@ 0.05, 4@ 0.10 Rto.@ 0.20 ACERO ESTRIBOS 6 Ø 1/2" + 4 Ø 3/8" 2 5 Ø 1/2" + 3 Ø 3/8" Ø 1/4", 1@ 0.05, 4@ 0.10 Rto.@ 0.20 2 2 2 1 confinamiento ambos extremos 4 Ø 5/8" + 2 Ø 1/2" Ø 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 2 Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 4 d 1/2" Ø 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 4 Ø 5/8" Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 4 Ø 1/2" + 2 Ø 3/8" 4 d 1/2" 1° PISO 6 Ø 5/8" Ø 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 Ø 3/8", 1@ 0.05, 5@ 0.10 Rto.@ 0.20 4 Ø 5/8" + 2 Ø 1/2" 4 Ø 5/8" + 2 Ø 1/2" 0.15 C - 6 CUADRO DE COLUMNAS 5 C - 3 5 5 5 4 d 3/8" C - 1 0.45 5 0.45 5 3 d 3/8" C - 2 5 5 2 d 3/8" C - 4 5 0.15 0.40 C - 5 C - 8 5 0.15 0.40 2 d 3/8" C - 6' 5 5 5 C - 7 C - 10 5 5 5 C - 9 5 5 5 1° PISO 4 d 3/8" Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 Ø 1/4", 1@ 0.05, 3@ 0.10 Rto.@ 0.25 6 d 3/8" 1° PISO C - 13 5 5 5 0.25 5 0.25 C - 12 Ø 3/8 @ 0.20 CUADRO DE ZAPATAS Ø 1/2 @ 0.20 Ø 3/8 @ 0.20 Ø 3/8 @ 0.20 Ø 3/8 @ 0.20 Ø 1/2 @ 0.20 1.00 x 1.00 DIMENSION A x B 0.75 x 1.50 1.10 x 1.10 0.70 x 1.40 1.25 x 2.50 1.40 x 0.80 Z-3 Z-4 Z-5 Z-6 TIPO Z-1 Z-2 3 2 2 1 0.60 0.60 0.60 0.60 8 CANT. 2 H 0.60 0.60 PARRILLA Y 5 LOSA MACIZA ESCALERA III - TRAMO ESC. 1/25 S/C = 200 Kg/m2 5 E=0.15 5 d3/8" @0.25 12 d3/8" @0.20 14 13 d3/8" @0.25 d3/8" @0.20 16 15 ESC. 1/25 5 5 5 5 5 DETALLE EMPOTRAMIENTO V-y CON P-2 3 d 5/8" 2 d 5/8" PLACA 5 VIGA: V-y CON P-2 PLACA P-2 5 5 LOSA DE ESCALERA 2 2 2 2 1 2 5 10 2 1 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 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, base, block, DWG, FOUNDATION, foundations, fundament, Housing, los, multifamily, multifamily housing, olivos, plants