Plane Multifamily Structures DWG Block for AutoCAD

Plane Structures: Foundations of Multifamily Housing 3 levels plus a roof

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

box of standard hooks in rods, of corrugated iron, the table shown., will be lodged in the concrete with standard hooks, which, and beams, should end in, in longitudinal form, in beams, the reinforcing steel used, and foundation slab, column, the dimensions specified in, note:, slabs and beams, overlaps and splices, splices of the reinforcement, light of the slab or, beam on each side of, the column or support, will not be allowed, slabs, beams, colum, stirrups, rmax, floor: first floor, carpet floor, hall, entrance hall, dining room, service yard, bedroom, sh., main, parking, terrace, garden, floor concrete pavers, black color, according to detail of stirrups, detail of footings, grate, of stirrups in columns, detail of concentration, delivery of, column in, thickness, foundation, overlay, beam, column, splice in, column, corner, central column, delivery of, splices, according to, spreading, and dimension, type of column, detail of foundations co rridos, free coverings, the shoes, the foundation and overburden must be waterproofed with additives for that purpose., concrete – lightened, concrete – columns, reinforced concrete :, overload :, steel, mortar :, concrete – beams, resistance, technical specifications , concrete cyclopean :, ladder, foundation, concrete slab, variable, general detail of ladder, concrete – footings, dimensions, type, iron, shoe frame, typical shoe plant, scale, date, —— ————————————————– —————————, structures: foundations, development :, …………… ………………………………………….. …………., multifamily housing, location, specialty, project, owner, ………………, plan

Raw text data extracted from CAD file:

\A1;\Fsimplex.shx;G CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS 1/2″ 25 5/8″ 35 3/4″ 45 3/8″ 20 1/4″ 15 11.95949924641293 ø G(cm) EL CUADRO MOSTRADO. SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS EN NOTA: \A1;L \A1;L \A1;L LOSAS Y VIGAS TRASLAPES Y EMPALMES EMPALMES DEL REFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/4 DE LUZ DE LA LOSA O VIGA A CADA LADO DE LA COLUMNA O APOYO NO SE PERMITIRAN 52.05109032068845 – – – – – – Ø LOSAS VIGAS (cm) (cm) COLUM 5/8″ 60 50 6 mm 8 mm 3/8″ 1/2″ 30 40 50 30 40 – ESTRIBOS 10 cm 15 cm L Rmax 1.5 cm 2.0 cm Ø 1/4″ 3/8″ 52.05109032068845 52.05109032068845 \A1;0.30 \A1;.90 \A1;0.10 \A1;1.00 ò 1.20 \A1;0.25 \A1;0.05 \A1;0.25 \A1;0.10 \A1;5 @ .10 \A1;3 A .25 \A1;.10 \A1;.10 \A1;ESPESOR \A1;0.30 \A1;0.30 \A1;7 A .10 \A1;3 @ .15 \A1;COLUMNA \A1;.20 \A1;COLUMNA \A1;5 @ .10 \A1;.20 \A1;.10 \A1;.10 \A1;5 @ .10 \A1;.10 \A1;.30 \A1;.30 \A1;0.30 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.50 \A1;0.80 \A1;0.30 \A1;0.20 \A1;.10 \A1;0.50 \A1;0.80 \A1;0.20 \A1;0.30 \A1;.10 \A1;0.15 ò 0.25 \A1;.15 ó .25 \A1;.10 \A1;0.30 \A1;0.80 \A1;0.80 \A1;0.50 \A1;.10 \A1;0.45 \A1;0.55 \A1;4.38 \A1;1.10 \A1;0.23 \A1;2.30 \A1;3.08 \A1;0.38 \A1;1.75 \A1;0.35 \A1;2.65 \A1;2.60 \A1;3.51 \A1;0.49 \A1;0.35 \A1;2.26 \A1;2.59 \A1;2.85 \A1;0.35 \A1;2.50 \A1;2.50 \A1;0.35 \A1;1.90 \A1;0.35 \A1;3.50 \A1;2.43 \A1;0.23 \A1;3.05 \A1;3.49 \A1;1.15 \A1;3.36 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;20.00 \A1;20.00 \A1;0.05 \A1;0.08 \A1;.50 \A1;0.90 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.80 \A1;.10 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.20 TECHO \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.20 TECHO \A1;0.15 \A1;0.80 \A1;0.20 TECHO \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.15 \A1;VARIABLE \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.45 ESC: 1/50 PLANTA: PRIMER PISO NPT.+ 0.25 PISO ALFOMBRA SALA HALL-INGRESO COMEDOR PATIO DE SERV. DORMITORIO SH. DORMITORIO DORMITORIO PRINCIPAL ESTACIONAMIENTO TERRAZA JARDIN JARDIN NPT.± 0.05 PISO ADOQUINES DE CONCRETO COLOR NEGRO NPT.+ 0.10 SEGUN DETALLE DE ESTRIBOS. 0.30 5 0.10 DETALLE DE ZAPATAS PARRILLA 1.00 ò 1.20 ESC. 1/25 SOLADO Fc=100Kg/cm2 0.25 0.05 0.25 DE ESTRIBOS EN COLUMNAS DETALLE DE CONCENTRACION 0.10 -6.88403791946741 ENTREGA DE COLUMNA EN \A1;0.60 -6.88403791946741 -6.88403791946741 -6.88403791946741 ESPESOR NFP -0.05 -6.88403791946741 -6.88403791946741 CIMIENTO RESTO A .20 RESTO A .20 -6.88403791946741 SOBRECIMIENTO -6.88403791946741 -6.88403791946741 3 @ .15 Viga COLUMNA EMPALME EN \A1; 4 A 0.10 \A1;0.05 Columna ESQUINA \A1; 4 A 0.10 \A1;0.05 Columna Columna COLUMNA CENTRAL ENTREGA DE -6.88403791946741 \A1;0.05 RESTO A .20 -6.88403791946741 EMPALMES SEGUN -6.88403791946741 -6.88403791946741 -6.88403791946741 -6.88403791946741 \A1;3 @.15 3 @ .15 -6.88403791946741 -6.88403791946741 \A1;0.20 Columna Viga \A1;4 A 0.10 -6.88403791946741 -6.88403791946741 \A1;0.20 Viga \A1;0.20 \A1;4 A 0.10 \A1;VIGA \A1;0.05 CUADRO DE COLUMNAS 1ro y 2do PISOS ESTRIBAJE 2º PISO 1º PISO Y DIMENSION TIPO DE COLUMNA C-1 C-1 “L” d1/4″ corrugado: 1@.05,5@.10,3@.15, 11.70853414359304 C-2 10ø1/2″ 10ø1/2″ -0.8437079630798934 11.90853414359304 C-3 11.70853414359304 18.67933530179884 SEC-3 Esc. 1:25 NFC-1.10 18.67933530179884 18.67933530179884 SEC-1 Esc. 1:25 18.67933530179884 18.67933530179884 18.67933530179884 NFP-0.05 18.67933530179884 18.67933530179884 SEC-2 Esc. 1:25 18.67933530179884 18.67933530179884 NFP+0.25 18.67933530179884 NFP+0.25 0.0 18.67933530179884 18.67933530179884 18.67933530179884 18.67933530179884 18.67933530179884 18.67933530179884 SEC-4 Esc. 1:25 NFC-1.10 18.67933530179884 18.67933530179884 18.67933530179884 NFP±0.00 NFP-0.05 ò +0.25 NFC-1.10 DETALLE DE CIMIENTOS CORRIDOS CIMIENTO: CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6″ MAXIMO RECUBRIMIENTOS LIBRES SE EMPLEARA UN MORTERO PARA LADRILLOS KING KONG DE f’m = 35 Kg/cm2 DE 1:4 DE CEMENTO – ARENA; LAS ZAPATAS, EL CIMIENTO Y SOBRECIMIENTO DEBEN SER IMPERMEABILIZADOS CON ADITIVOS PARA TAL FIN. LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES. EN DILATACION e=1 1/2″ USAR ESCALERA: 250 KG/m2 fc = 210 kg/cm2 SOBRECIMIENTO: CEMENTO HORMIGON 1:8 + 25% PIEDRA MEDIANA 3″ MAXIMO fc = 210 kg/cm2 fc = 210 kg/cm2 fy = 4200 kg/cm2 POLIETILENO EXPANDIDO (TECNOPORT). EL LADRILLO SERA DE 0.09 x 0.13 x 0.24 m. CON f´c= 90 kg/cm2 DEL TIPO III, CON RESISTENCIA A LA COMPRESION DE 280 kg/cm2. CONCRETO – ALIGERADOS RESISTENCIA DE TERRENO: 3.0 Kg/cm2 CONCRETO – COLUMNAS TECHO 1 PISO: 200 KG/m2 TECHO 2 PISO: 200 KG/m2 CONCRETO ARMADO: SOBRECARGA: ACERO MORTERO: CONCRETO – VIGAS RESISTENCIA ZAPATAS 7 cms ALIGERADOS 3 cms COLUMNAS 3 cms VIGAS 4 cms ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO: d1/2″@.15 Z-1 d1/2″@.15 C-2 d1/2″@.15 Z-1 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.20 d1/2″@.20 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 d1/2″@.15 DE ESCALERA CIMENTACION C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-4 C-4 C-4 C-4 C-6 C-4 C-5 C-5 C-5 C-5 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.9206451635922406 0.3287794231570231 1 2 3 5 6 8 10 4 1 3 5 7 9 10 4 0.3287794231570231 C-2 0.3287794231570231 E D B A E D 1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-1 Z-1 Z-1 Z-1 Z-1 1 2 2 2 2 2 3 2 2 2 2 2 4 4 4 rsto@.20 ambos extremos C-4 -19.94361573731396 -19.94361573731396 ø1/2″@0.20 E=0.15 12 4to , 6to y 9° TRAMO -19.94361573731396 -19.94361573731396 -19.94361573731396 (0.15×0.30) V-E-1 -19.94361573731396 (0.15×0.30) V-E-1 -19.94361573731396 (TIPICO) NFP-0.10 ø1/2″ @.20 -19.94361573731396 1er TRAMO ø1/2″ @.20 1 2 ø1/2″@0.20 2 -19.94361573731396 ø1/2″@0.20 ø1/2″@0.15 6 ø1/2″ @.20 8 7 (TIPICO) (TIPICO) 5 4 E=0.15 (TIPICO) 3 -19.94361573731396 ø1/2″ @.15 ø1/2″@0.15 (0.15×0.30) V-E-1 -19.94361573731396 -19.94361573731396 -19.94361573731396 8 ø1/2″@0.20 9 (TIPICO) 11 12 10 LOSA DE CONCRETO -19.94361573731396 3er , 5to y 8° TRAMO ø1/2″@0.20 -19.94361573731396 8 ø1/2″@0.15 ø1/2″ @.15 ø1/2″@0.20 (TIPICO) E=0.15 -19.94361573731396 -19.94361573731396 VA-2 (.30x.20) ø1/2″@0.15 15 E=0.15 ø1/2″ @.15 ø1/2″@0.15 -19.94361573731396 V-E-1 (0.15×0.30) ø1/2″@0.20 (TIPICO) -19.94361573731396 8 10 9 11 (TIPICO) ø1/2″@0.20 ø1/2″@0.15 2do TRAMO ø1/2″@0.20 LOSA DE CONCRETO 13 14 (TIPICO) -19.94361573731396 15 VA-2 (.30x.20) -19.94361573731396 -19.94361573731396 2do TRAMO LOSA DE CONCRETO ø1/2″@0.15 -19.94361573731396 14 (TIPICO) 13 15 VA-2 (.30x.20) -19.94361573731396 -19.94361573731396 -15.24514554032875 6ø5/8″ 0.30×0.30 -15.24514554032875 -15.24514554032875 VARIABLE d1/2″ corrugado: 1@.05,5@.10,3@.15, rsto@.20 ambos extremos 6ø5/8″ -0.8437079636098446 0.45 8ø3/8 d1/4″ corrugado: 1@.05,5@.10,3@.15, rsto@.20 ambos extremos 8ø1/2″ d1/4″ corrugado: 1@.05,5@.10,3@.15, rsto@.20 ambos extremos 6ø1/2″ DETALLE GENERAL DE ESCALERA C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 TECHO 2 PISO: 200 KG/m2 TECHO 3 PISO: 200 KG/m2 fc = 175 kg/cm2 CONCRETO – ZAPATAS 0.0 0.0 d1/4″ corrugado: 1@.05,5@.10,3@.15, rsto@.20 ambos extremos C-5 ø3/8″@0.30 ø3/8″@0.30 ø3/8″@0.30 ø3/8″@0.30 DIMENCIONES d 1/2″ @.15 Z-2 .60 1.50 1.50 d 1/2″ @.15 A TIPO Z-1 1.50 1.60 B .60 H FIERRO CUADRO DE ZAPATAS ø1/2″ @ 0.15 PLANTA TIPICA DE ZAPATA \A1;B VARIABLE \A1;A ø1/2″ @ 0.15 ESC. 1/25 ø1/2″ A 0.20 ESCALA FECHA 1:50 ———————————————————————————– ESTRUCTURAS : CIMENTACION DESARROLLO: …………………………………………………………………… VIVIENDA MULTIFAMILIAR UBICACION ESPECIALIDAD PROYECTO PROPIETARIO ……………… FEB. 2002 PLANO