Structure Of Housing Bifamiliar DWG Block for AutoCAD

Foundation structures for housing bifamiliar 3 levels with dimensions of 8×20

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

iron, stirrups, section, kind, rto, rto, rto, rto, typical, picture, typical, typical, typical, typical, typical, typical, nfc, cut, cut, nfc, cut, nfp, cut, nfp, iron, stirrups, section, kind, rto, rto, rto, rto, sole, nfc, rto, apply waterproofing mortar, cistern: cut, scale:, typical, nfp, additional, specified in table, filling, compacted, sole, typical detail of zapata, according to picture, sole, nfp, flat beams, according to the case, the walls indicated in the lightened planes will be of brick, the walls not indicated in the lightened planes will be, after the release of the respective lightening., it is recommended to take care to control as much as possible any, infiltration of water that alters the potential balance of the soil., of tambourine brick will rise its final height, the foundations footings adjacent the tank will have, fill the concrete of the columns between jagged walls., columns beams, sand cement for bricklaying, admissible pressure, machine type f’m, in general fy, large stone max., stone of max., solid lightened slabs, concrete cement, fc, brick, mortar, overcoming, foundation, concrete cycle, steel, concrete, shoes, overload, overlaps, note:, coatings, false floor, ground, cm., Technical specifications, section, esc:, stairs, typical, section, typical, typical, section, esc:, stairs, typical, typical, nfp, section, scale:, cement beam., cement beam., nfp, cement beam., cut, nfp, cement beam., cut, nfp, cement beam., cement beam., cut, cut, nfp, sisimic parameters, dmax., zuscp, shoe box, shoe, dinning room, n.f.p, s.h., living room, study, n.f.p, service, n.f.p, kitchen, of service, playground, bedroom, s.h., garden, garden, garage, n.f.p, ladder foundation, foundations, tank, the architectural design for its design has taken into account the, the natural inclination of the terrenoy has been, the foundations adjacent to the cistern will have a sub, which means there will be no fillings., note:, cut: raised tank, scale:, typical, apply waterproofing mortar

Raw text data extracted from CAD file:

A \A1;.70 \A1;.60 \A1;.40 \A1;.60 \A1;.35 \A1;.40 \A1;.15 \A1;.15 \A1;.70 \A1;.50 \A1;.40 \A1;.25 \A1;.25 \A1;.70 \A1;.50 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.15 \A1;.40 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.30 C U A D R O D E C O L U M N A S FIERRO ESTRIBOS 4d5/8″+2d1/2″ SECCION TIPO C1 (.25x.40) d1/4″,1a .05,6 @.10 Rto @.15 a c/EXTR. s 6d1/2″ C6 4d1/2″ C7 (.15x.30) -169.0384068546171 -169.0384068546171 C3 (.25x.25) 4d5/8″ d3/8″,1a .05,6 @.10 2@.15,Rto @.25 a c/EXTR. s 4d1/2″ -169.0384068546171 -169.0384068546171 C4 (.25x.25) d1/4″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 4d5/8″ d1/4″,1a .05,6 @.10 Rto @.15 a c/EXTR. s -169.0384068546171 -169.0384068546171 -169.0384068546171 -169.0384068546171 C2 (.25x.40) d3/8″,1a .05,6 @.10 2@.15,Rto @.25 a c/EXTR. s d3/8″,1a .05,6 @.10 2@.15,Rto @.25 a c/EXTR. s C5 (.15x.40) -169.0384068546171 -169.0384068546171 4d1/2″+2d3/8″ d1/4″,1a .05,5 @.10 Rto @.20 a c/EXTR. s -169.0384068546171 -169.0384068546171 -169.0384068546171 -169.0384068546171 -169.0384068546171 -169.0384068546171 \A1;1.60 \A1;.35 \A1;.20 \A1;.20 \A1;.10 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;1.50 \A1;1.75 \A1;.40 \A1;45° \A1;.35 \A1;.15 \A1;.25 Tipico \A1;.05 \A1;.60 \A1;.60 \A1;.10 \A1;.20 \A1;.20 \A1;.35 \A1;SEGUN CUADRO \A1;.25 \A1;.40 \A1;.20 \A1;.15 \A1;.25 tipico \A1;.15 \A1;.20 \A1;.25 tipico \A1;.15 \A1;1.00 \A1;.80 \A1;.25 TIPICO \A1;.15 \A1;.90 \A1;.10 \A1;.50 \A1;.175 \A1;.25 \A1;1.45 \A1;1.45 \A1;.25 TIPICO \A1;.20 \A1;.70 \A1;.50 \A1;.175 \A1;.25 \A1;.25 \A1;.25 TIPICO \A1;.10 \A1;t=.16 \A1;.70 \A1;.50 \A1;.10 \A1;.10 \A1;.70 \A1;.50 \A1;.40 \A1;.10 \A1;.70 \A1;.50 \A1;.40 \A1;.15 \A1;.70 \A1;.50 \A1;.40 \A1;.15 ó .25 \A1;h \A1;B \A1;A \A1;2.25 \A1;4.85 \A1;2.85 \A1;4.90 \A1;2.15 \A1;3.00 \A1;3.70 \A1;4.05 \A1;2.20 \A1;3.05 \A1;4.00 \A1;3.00 \A1;5.25 \A1;1.50 \A1;3.25 \A1;4.25 \A1;.955 \A1;2.80 \A1;.003 \A1;.003 \A1;.003 \A1;.003 \A1;.003 \A1;.003 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;2.15 \A1;.15 \A1;.85 \A1;.50 \A1;1.20 \A1;1.15 \A1;.50 \A1;.90 \A1;.90 \A1;1.20 \A1;1.20 \A1;1.40 \A1;1.40 \A1;1.00 \A1;.15 \A1;.15 \A1;.25 Tipico \A1;1.55 \A1;.20 \A1;1.40 \A1;.15 \A1;.20 \A1;.25 \A1;.15 \A1;.25 \A1;1.50 5 5 NFC CORTE 6-6 5 CORTE 2-2 5 <> 5 5 5 5 NFC CORTE 1-1 5 5 5 NFP NFP NFP 5 5 CORTE 3-3 5 5 NFP C U A D R O D E C O L U M N A S FIERRO ESTRIBOS 6d5/8″ SECCION TIPO C1 (.25x.40) d1/4″,1a .05,6 @.10 Rto @.15 a c/EXTR. s 6d1/2″ C6 4d1/2″ C7 (.15x.25) 5 5 C3 (.25x.25) 4d5/8″+2d1/2″ d3/8″,1a .05,6 @.10 2@.15,Rto @.25 a c/EXTR. s 4d1/2″ 5 5 C4 (.25x.25) d1/4″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 4d5/8″ d1/4″,1a .05,5 @.10 Rto @.15 a c/EXTR. s 5 5 5 5 C2 (.25x.40) d3/8″,1a .05,6 @.10 2@.15,Rto @.25 a c/EXTR. s d3/8″,1a .05,5 @.10 2@.15,Rto @.25 a c/EXTR. s C5 (.15x.40) 5 5 6d1/2″ d1/4″,1a .05,5 @.10 Rto @.20 a c/EXTR. s 5 5 5 5 5 5 d1/4″,1a .05,4 @.10 5 s SOLADO NFC 5 5 5 5 5 Rto @.20 a c/EXTR. VE (.15x.30) d3/8″@.25 5 5 4d1/2″ 5 APLICAR MORTERO IMPERMEABILIZANTE <> d3/8″@.25 d3/8″@.25 5 5 45° d3/8″@.20 CISTERNA: CORTE X – X 5 d3/8″@.25 ESCALA: 1/20 5 d3/8″@.25 <> Tipico d3/8″@.25 d3/8″@.25 5 5 5 5 NFP 5 3 ADICIONALES s d ESPECIFICADO EN CUADRO 5 RELLENO COMPACTADO SOLADO C:H=1:12 DETALLE TIPICO DE ZAPATA 5 SEGUN CUADRO SOLADO 5 NFP 5 VIGAS CHATAS d5/8″= 60cm. d1/2″= 50cm. d3/8″= 40cm. SUB-CIMIENTO Y/O SUB-ZAPATAS SEGUN SEA EL CASO (C-H=1:12) – LAS PAREDES INDICADAS EN LOS PLANOS DE ALIGERADOS SERAN DE LADRILLO KING-KONG, LAS PAREDES NO INDICADAS EN LOS PLANOS DE ALIGERADOS SERAN DESPUES DEL DESENCOFRADO DEL ALIGERADO RESPECTIVO. – SE RECOMIENDA TENER CUIDADO DE CONTROLAR EN LO POSIBLE CUALQUIER INFILTRACION DE AGUA QUE ALTERE EL EQUILIBRIO POTENCIAL DEL SUELO. DE LADRILLO PANDERETA Y/O KING-KONG Y SE ELEVARAN A SU ALTURA FINAL – LOS CIMIENTOS Y/O ZAPATAS ADYACNETES A LA CISTERNNA TENDRAN – LLENAR EL CONCRETO DE LAS COLUMNAS ENTRE MUROS DENTADOS. VIGAS PERALTADAS Y COLUMNAS 1º PISO= 200 kg/m2 2º PISO= 200 kg/m2 CEMENTO – ARENA = 1:4 PARA ASENTADO DE LADRILLOS PRESION ADMISIBLE t = 1.5 Kg/cm2. TIPO KING-KONG A MAQUINA f’m = 35 Kg/cm2. EN GENERAL fy = 4,200 Kg/cm2. C – H = 1:10+30% PIEDRA GRANDE 6″ MAX. C – H = 1:8 +25% PIEDRA MEDIANA DE 3″ MAX. LOSAS ALIGERADAS Y MACIZAS 1:8 = CEMENTO HORMIGON f’c = 210 Kg/cm2. (CIMENTACION CORRIDA) 3º PISO= 200 kg/m2 LADRILLO MORTERO SOBRECIMIENTO CIMIENTO CONCRETO CICLOPEO ACERO CONCRETO ZAPATAS SOBRECARGA TRASLAPES NOTA: RECUBRIMIENTOS FALSO PISO TERRENO 7.50 cm. 2.50 cm. 3.50 cm. 2.00 cm. ESCALERA=200 kg/m2 ESPECIFICACIONES TECNICAS 1° TRAMO 3° TRAMO ESC: 1/25 ESCALERA ESC-01 S/C=200 kg/m2 VSC-1 7d3/8″ 5 d3/8″@.25 7d3/8″ 5 <> tipico VE (.15X.30) 6d1/2″ 5 6d1/2″ VSC-1 5 2° y 4° TRAMO 3/8″ \U+2205 7 .16 d3/8″@.25 <> tipico 7d3/8″ 5 VE (.15X.30) 5 5 .25 TIPICO d3/8″@.25 6d1/2″ 7d3/8″ 7d3/8″ 6d1/2″ 5 5 5 5 VE (.15X.30) 5 <> 2° TRAMO ESC: 1/25 ESCALERA ESC-02 S/C=200 kg/m2 5 5 .25 TIPICO d3/8″@.25 6d1/2″ 7d3/8″ 7d3/8″ 6d1/2″ 5 5 5 VA (.25x.20) 5 <> 5 .25 TIPICO d3/8″@.20 NFP 5 1° TRAMO t=.16 5 5 ESCALA: 1/25 d3/8″@.20 VIGA DE CIMENT. (.25x.40) 4d1/2″ d1/4″@.20 s 5 VIGA DE CIMENT. (.25x.40) 4d1/2″ d1/4″@.20 5 NFP VIGA DE CIMENT. (.25x.40) 4d1/2″ d1/4″@.20 5 CORTE 4-4 5 5 NFP VIGA DE CIMENT. (.15x.40) 4d1/2″ d1/4″@.15 s 5 5 CORTE 5-5 5 5 NFP 5 VIGA DE CIMENT. (.15x.40) 4d1/2″ d1/4″@.15 VIGA DE CIMENT. (.15x.35) 2d1/2″ d1/4″@.15 s s s s VIGA DE CIMENT. (.25x.40) 4d1/2″ d1/4″@.20 s CORTE 7-7 5 CORTE 8-8 5 5 NFP <> ó .25 PARAMETROS SISIMICOS Z = 0.4 H = U = 1.0 S = 1.4 C = 2.5 R = 6.0 Dmax. = 2.2cm ZUSCP R CUADRO DE ZAPATAS A x B ZAPATA h dA dB 1.40×1.40 Z-1 0.60 6d5/8″ 6d5/8″ 1.20×1.20 Z-2 0.60 5d5/8″ 5d5/8″ 0.90×0.90 Z-3 0.60 4d5/8″ 4d5/8″ dA dB h B A COMEDOR N.F.P +0.70 N.F.P +0.40 S.H. SALA ESTUDIO N.F.P -0.05 SERVICIO N.F.P +0.70 COCINA DE SERVICIO PATIO DE DORMITORIO S.H. JARDIN 1 2 3 1 2 1 2 1 2 JARDIN GARAJE <> 9 <> <> <> <> <> <> <> <> <> <> <> 8 6 4 2 1 9 7 5 4 3 1 <> A <> <> B C D <> A <> <> B B’ D N.F.P +0.70 N.F.P +0.40 N.F.P +0.40 N.F.P +0.40 .003 \A1;JUNTA .003 \A1;JUNTA .003 \A1;JUNTA .003 \A1;JUNTA .003 \A1;JUNTA .003 \A1;JUNTA 5 5 5 5 5 5 5 CIMIENTO DE ESCALERA CIMIENTO DE ESCALERA CIMENTACIONES 6 6 6 6 4 4 6 6 7 7 3 3 1 1 2 2 5 5 8 8 5 5 3 3 3 3 3 3 5 5 1 1 1 1 6 6 6 6 5 5 5 5 2 2 8 8 5 5 C7 C7 C7 C7 C7 C7 C7 C7 C7 C7 CISTERNA ESC-01 ESC-02 1 1 1 1 1 1 1 1 6 6 Z-2 Z-1 Z-3 Z-2 Z-3 5 5 C7 5 5 5 5 5 5 5 5 – EL DISEÑO ARQUITECTONICO PARA SU DISEÑO HA TOMADO EN CUENTA LA INCLINACION NATURAL DEL TERRENOY SE HA ADECUADO A ELLA, MOTIVO POR – LOS CIMIENTOS ADYACENTES A LA CISTERNA TENDRANUN SUB – C EL CUAL LOS DESNIVELES, ES DECIR NO HABRA RELLENOS. NOTA: CORTE: TANQUE ELEVADO 5 5 ESCALA: 1/20 5 d3/8″@.25 <> Tipico 5 5 d3/8″@.25 5 5 5 d3/8″@.25 d3/8″@.25 d3/8″@.25 d3/8″@.25 APLICAR MORTERO IMPERMEABILIZANTE d3/8″@.20 d3/8″@.25 8 8 5 5 .25 C1 C1 C3 C4 C7 C3 C5 C1 C5 C6 C3 C3 C1 PL-1 C3 C3 C2 C2 C5 C3 C3 C1 C1 C3 C5 C1 C5 C6 C3 C3 C1 C3 C3 C3 C2 C2 C5 C3 C3 Z-4 Z-4 2..00×1.00 0.60 10d1/2″ 5d1/2″ C3 d3/8″ a .20 d3/8″ a .20 C-4 C-4 PL-1 (1.50x.25) 5 5 PL-1 Z-4