Parish Santa Maria Reina DWG Plan for AutoCAD

The plan consists of a detailed environments Foundations of parish of Santa Maria Reina Parish in New Chimbote plane.

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

p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, picture, picture, sole, grill, splices, cut, nfp, nfp, cut, nfp, cut, Technical specifications, for fm king kong bricks filling completely, the horizontal vertical expansion joints, concrete cement, resistance of terrain: in, concrete, foundation:, development:, flat roof, mortar:, overload:, steel, resistance, concrete beams, reinforced concrete:, concrete columns, concrete cycle:, cm column shoes, stone, median, maximum, overlap, slabs cm, steel coating, flat roof, flat roof, shoes cm, management distribution, draft:, Location:, urb. the breeze mz lot new chimbote, Department, ancash, province:, santa, city, nvo. chimbote, flat, specialty, scale, date, March, architecture, sheet number, parish complex, maria chapel, designer:, arq. juan morales cerna, addressed:, shoe box, cut, see picture, variable, sole, grill, according to details of stirrups., thickness, kind, shoe detail, column, plant, sole, column table, according to splices, rest, rest, column, foundation, overcoming, concentration detail, of stirrups in columns., rest, cut, nfp, nfp, cut, nfp, cut, scale, detail of cutting foundation, Technical specifications, concrete, concrete columns, resistance of terrain:, concrete cement, for fm king kong bricks filling completely, the horizontal vertical expansion joints, reinforced concrete:, resistance, foundation:, development:, concrete cycle:, steel, mortar:, overload:, flat roof, stone, median, maximum, coating of steel:, shoe columns, shoe box, kind, foundation, scale, foundation management, draft:, Location:, urb. the breeze mz lot new chimbote, Department, ancash, province:, santa, city, nvo. chimbote, flat, specialty, scale, date, February, structures, sheet number, parish complex, maria chapel, designer:, addressed:, main office, wait, Secretary, garden, library, of. library, ss.hh., ss.hh., sole

Raw text data extracted from CAD file:

P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \A1;ESPESOR \A1;a \A1;a \A1;b \A1;b \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.40 \A1;VER CUADRO \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.50 \A1;2.60 \A1;0.30 \A1;0.10 \A1;0.50 \A1;VER CUADRO \A1;ESPESOR -1771.102643703607 -1771.102643703607 -1771.102643703607 NF.-1.00 SOLADO Fc=100Kg/cm2 PARRILLA -1771.102643703607 ø1/2″ A 0.15 \A1;0.30 \A1;0.44 \A1;0.55 \A1;1.16 \A1;.30 \A1;.25 \A1;6 A .10 \A1;.10 \A1;.10 \A1;3 A .20 \A1;0.30 \A1;0.30 \A1;SEGUN EMPALMES \A1;3 A .10 \A1;.005 \A1;.20 \A1;3 A .10 \A1;.005 \A1;COLUMNA \A1;COLUMNA \A1;.15 \A1;.50 \A1;.90 \A1;.15 \A1;.30 \A1;.10 \A1;.90 \A1;.30 \A1;.10 \A1;.50 \A1;.15 \A1;.90 \A1;.50 \A1;.30 \A1;.10 \A1;.15 \A1;.15 \A1;.50 \A1;.90 \A1;.15 \A1;.30 \A1;.10 \A1;.90 \A1;.30 \A1;.10 \A1;.50 \A1;.15 \A1;.90 \A1;.50 \A1;.30 \A1;.10 \A1;.15 -1791.671027358389 -1791.671027358389 -1791.671027358389 CORTE 2-2 -1791.671027358389 -1791.671027358389 -1791.671027358389 NFP +0.30 -1791.671027358389 -1791.671027358389 -1791.671027358389 NFP +0.30 -1791.671027358389 CORTE 3-3 NFP +0.30 -1791.671027358389 -1791.671027358389 CORTE 1-1 -1791.671027358389 -1791.671027358389 -1791.671027358389 -1791.671027358389 ESPECIFICACIONES TECNICAS fc = 210 kg/cm2 fc = 210 kg/cm2 fy = 4200 kg/cm2 PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1″ (USAR TECNOPORT). CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 2 kg/cm2 (verificar en obra) CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6″ MAXIMO CIMIENTO: 200 kg/m 200 kg/m. SOBRECIMIENTO: TECHO 1 PISO TECHO 2 PISO MORTERO: SOBRECARGA: ACERO RESISTENCIA CONCRETO – VIGAS CONCRETO ARMADO: CONCRETO – COLUMNAS CONCRETO CICLOPEO: CIMENTACION- 7.5 cm COLUMNA Y ZAPATAS PIEDRA MEDIANA 3″ MAXIMO d 1/2″ = 50 cm TRASLAPE d 5/8″ = 60 cm LOSAS Y ESCALERA- 3.00 cm RECUBRIMIENTO DEL ACERO d 3/8″ = 40 cm 200 kg/m. TECHO 3 PISO 150 kg/m. TECHO 4 PISO ZAPATAS – 7.5 cm \A1;.15 \A1;.65 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.33 \A1;.15 \A1;3.70 \A1;.15 \A1;2.01 \A1;.15 \A1;2.93 \A1;2.55 \A1;5.48 \A1;3.85 \A1;2.31 \A1;3.11 \A1;17.27 \A1;.15 \A1;1.85 \A1;4.06 \A1;2.00 \A1;8.52 \A1;.15 \A1;.15 \A1;1.99 \A1;.15 \A1;2.58 \A1;1.56 \A1;2.16 \A1;2.00 \A1;2.55 \A1;.18 \A1;1.75 \A1;2.04 \A1;2.00 \A1;2.62 \A1;1.71 \A1;2.04 \A1;8.52 \A1;.15 \A1;2.83 \A1;.15 \A1;2.50 \A1;.15 \A1;2.08 \A1;.30 \A1;.48 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.15 \A1;1.45 \A1;2.65 \A1;2.68 \A1;2.53 \A1;3.78 \A1;1.45 \A1;17.27 \A1;b \A1;a DISTRIBUCIÓN ADMINISTRACIÓN A-2 PROYECTO: UBICACION: URB. LAS BRISAS Mz D2 Lote 1 – NUevo Chimbote DEPARTAMENTO : ANCASH PROVINCIA: SANTA CIUDAD : NVO. CHIMBOTE PLANO : ESPECIALIDAD ESCALA : FECHA : Marzo 2010 ARQUITECTURA Nº DE LAMINA : COMPLEJO PARROQUIAL CAPILLA “SANTA MARÍA REINA” 1/50 PROYECTISTA: ARQ. JUAN MORALES CERNA DIRIGIDO: CUADRO DE ZAPATAS b CORTE 0.10 0.50 0.10 0.40 VER CUADRO NF.-1.00 0.05 VARIABLE 0.30 0.30 SOLADO Fc=100Kg/cm2 PARRILLA SEGUN DETALLE DE ESTRIBOS. ESPESOR Z-1 TIPO 1.10 a DETALLE DE ZAPATAS a COLUMNA COLUMNA a b Z-2 0.80 ø1/2″ A 0.15 1.00 b ø1/2″ A 0.15 PLANTA ø1/2″ A 0.20 1.00 ø1/2″ A 0.15 0.10 0.50 2.60 NF.-1.00 0.30 SOLADO Fc=100Kg/cm2 0.30 0.44 0.55 1.16 ø1/2″ A 0.15 ø1/2″ A 0.17 ø1/2″ A 0.30 ø1/2″ A 0.15 ø1/2″ A 0.15 ø1/2″ A 0.15 >0.20m C-1 CUADRO DE COLUMNA .30 .25 4 d 5/8″ 1@.05,3@0.10,Rto@.15 d3/8″ SEGUN EMPALMES 3 A .10 .005 RESTO A .15 .20 3 A .10 .005 RESTO A .15 COLUMNA COLUMNA CIMIENTO SOBRECIMIENTO DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. 6 A .10 .10 .10 3 A .20 0.30 0.30 RESTO A .15 .15 5 .90 CORTE 2-2 5 5 5 NFP +0.30 .90 5 5 NFP +0.30 5 CORTE 3-3 NFP +0.30 5 .90 CORTE 1-1 5 5 5 5 ESCALA 1/25 DETALLE DE CORTE CIMENTACION ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6″ MAXIMO CONCRETO – COLUMNAS RESISTENCIA DE TERRENO: 1.5Kg/cm2 (ASUMIDO) CEMENTO HORMIGON 1:8 + 25% PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1″ (USAR TECNOPORT). 200 kg/m 200 kg/m. CONCRETO ARMADO: RESISTENCIA CIMIENTO: SOBRECIMIENTO: CONCRETO CICLOPEO: ACERO MORTERO: SOBRECARGA: TECHO 1 PISO TECHO 2 PISO PIEDRA fc = 210 kg/cm2 3″ MEDIANA MAXIMO fy = 4200 kg/cm2 RECUBRIMIENTO DEL ACERO: ZAPATAS – 7.5 cm, COLUMNAS – 5cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 A C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 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 3 3 3 3 3 3 3 3 3 3 3 3 3 3 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-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-1 Z-1 Z-3 b a CUADRO DE ZAPATAS Z-3 TIPO 2.60 a 0.80 b B CIMENTACION ESCALA : 1 / 50 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 Z-1 CIMENTACIÓN – ADMINISTRACIÓN E-1 PROYECTO: UBICACION: URB. LAS BRISAS Mz D2 Lote 1 – NUevo Chimbote DEPARTAMENTO : ANCASH PROVINCIA: SANTA CIUDAD : NVO. CHIMBOTE PLANO : ESPECIALIDAD ESCALA : FECHA : Febrero 2014 ESTRUCTURAS Nº DE LAMINA : COMPLEJO PARROQUIAL CAPILLA “SANTA MARÍA REINA” 1/50 PROYECTISTA: DIRIGIDO: OFICINA PRINCIPAL NPT.+ 0.30 ESPERA NPT.+ 0.30 SECRETARÍA NPT.+ 0.30 JARDÍN NPT.+ 0.30 BIBLIOTECA NPT.+ 0.30 OF. BIBLIOTECA NPT.+ 0.30 SS.HH. NPT.+ 0.30 SS.HH. NPT.+ 0.30 SOLADO Fc=100Kg/cm2 (5cm) SOLADO Fc=100Kg/cm2 (5cm) SOLADO Fc=100Kg/cm2 (5cm) 6