Plano Health Post DWG Plan for AutoCAD

This plane is a health post – foundation plan

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

inside, inside, foundation pg, Exterior, inside, foundation pg, Exterior, foundation pg, inside, foundation pg, inside, inside, foundation pg, inside, Exterior, foundation pg, inside, cut, inside, foundation pg, inside, Exterior, ntn:, foundation pg, inside, cut:, Exterior, ntn:, foundation pg, inside, cut:, concrete foundation beam, sole, nfz:, detaille de zapata sc:, column table, kind, secc., diagram, stirrups, m. a.e., rods, m. a.e., m. a.e., zapata: esc:, zapata: esc:, foundation beam, cimentacion plant, sc:, seismoresistentes according to:, calculated according to:, concrete columns f’c, soil amplification factor, standard hook in anchor column zapata cm, coating on portico columns, maximum relative displacement, maximum absolute displacement, admissible ground capacity, mixture cm, running:, depth cm, concrete, concrete shoes f’c, shoe cover cm, concrete, fy steel, zone factor, use factor, type of soil, reduction coefficient, fundamental period, fy steel, height cm, coating on mooring columns, stirrups, anchorage, overlaps, minimum anchorage lengths overlapping of reinforcement, compressive strength f’m, joint thickness min cm max, modulus of elasticity in, mortar: cement sand, Technical specifications, cement foundation plan:, v.c., Exterior, inside, cut, esc:, stirrup:, brick of:, overcoming, detail of foundation typical esc:, foundations: gates generator set:, foundation sc:, the mooring columns are emptied after having erected the jagged brick walls its final height are shown in the details, concrete foundation beam, structures, sheet:, date, may, scale:, I love you, the sea, Luis Carranza, drawing, indicated, district municipality of luis carranza, draft:, province, apartment, place, district, flat, design, pampas, improvement of the resolving capacity of maternal and child services at the level of care of the fathers. pampas microred san red san miguel diresa district of luis carranza la mar ayacucho.

Raw text data extracted from CAD file:

2,3 1 3,85 1 3,28 1 1,8 1 3,28 1 1 4,7 1 3,25 1 0,9 0,8 2,35 0,8 2,25 0.5 0.2 0.05 0.1 0.1 0.4 0.25 0.35 0.75 0.2 0.25 0.2 0.5 0.25 0.25 0.35 0.75 0.3 0.1 0.1 0.05 0.5 0.25 0.75 0.3 0.1 0.1 0.05 0.5 0.75 0.25 0.4 0.1 0.1 0.05 0.5 0.25 0.65 0.1 0.1 0.05 0.2 0.55 0.1 0.5 0.25 0.1 0.05 0.3 0.5 0.15 0.65 0.1 0.1 0.05 0.2 0.5 0.15 0.55 0.1 0.1 0.05 0.3 0.5 0.55 0.1 0.1 0.05 0.5 0.2 0.5 0.08 1.2 1 0.25 0.25 0.25 0.15 0.25 0.25 1 1 0.05 0.9 0.05 0.8 0.8 0.07 0.66 0.07 4,85 4,28 2,8 1 3,85 1 3,28 1 1,8 1 3,28 1 4,28 2,8 4,28 4,85 4,28 3,75 3,75 1 4,7 1 3,25 1 4,25 1,45 4,25 4,25 1,45 4,25 2,35 2,25 0,65 1,5 0.25 0.2 1.00-1.80 m 0.5 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.31967; Interior NPT= 0.00 \W0.31967; Interior 5 5 5 5 5 5 5 5 5 5 NTN:- 0.15 5 NFC:- 0.75 Cimiento Corrido C.H=1:10 + 30% PG Exterior NPT=-0.10 \W0.31967; Interior 5 5 5 NTN:- 0.15 5 NFC:- 0.75 Cimiento Corrido C.H=1:10 + 30% PG 5 5 5 5 5 5 NPT= 0.00 Exterior NPT=-0.10 5 NTN:- 0.15 NFC:- 0.75 Cimiento Corrido C.H=1:10 + 30% PG \W0.31967; Interior 5 5 5 5 5 5 NPT= 0.00 5 NTN:- 0.15 NFC:- 0.75 Cimiento Corrido C.H=1:10 + 30% PG \W0.31967; Interior NPT= 0.00 5 5 5 5 5 5 Interior 5 NTN:- 0.15 NFC:- 0.90 Cimiento Corrido C.H=1:10 + 30% PG \W0.31967; Interior 5 NPT= 0.00 5 5 5 5 5 Exterior 5 NTN:- 0.15 NFC:- 0.90 Cimiento Corrido C.H=1:10 + 30% PG NPT= 0.00 5 \W0.31967; Interior 5 5 5 5 5 CORTE 7-7 Interior 5 NTN:- 0.15 NFC:- 0.90 Cimiento Corrido C.H=1:10 + 30% PG NPT= 0.00 \W0.31967; Interior 5 5 5 5 5 5 Exterior 5 NTN: -0.15 NFC:- 0.90 Cimiento Corrido C.H=1:10 + 30% PG NPT= 0.00 \W0.31967; Interior 5 5 5 5 5 5 CORTE: 6-6 CORTE: 5-5 CORTE: 4-4 CORTE: 2-2 CORTE: 1-1 CORTE: 9-9 CORTE: 3-3 Exterior 5 NTN: -0.15 NFC:- 0.90 Cimiento Corrido C.H=1:10 + 30% PG NPT= 0.00 \W0.31967; Interior 5 5 5 5 CORTE: 8-8 NPT= -0.10 NPT= -0.10 VIGA DE CIMENTACION \W6.40948; 0.25*0.50 \W2.07614; CONCRETO Fc'= 210 \W2.07614; Kg/Cm2 \W2.03314; 2 Ø 5/8" (Corridos) \W2.03314; 3 Ø 5/8" (Corridos) \W7.26662; SOLADO NFZ: -1.275 5 5 5 5 5 5 DETALLLE DE ZAPATA \W5.54944; SC: 1:25 CUADRO DE COLUMNAS SC:1/25 C-1 TIPO SECC. DIAGRAMA ESTRIBOS d 3/8" 1 @ 0.05 m, 5 @ 0.10 , Rto @ 0.20 m. A.E. VARILLAS C-3 5 5 0.25 5 4 d 1/2" 0.25*0.25 C-2 4 d 3/8" d 1/4" 1 @ 0.05 m, 3 @ 0.10, Rto @ 0.20 m. A.E. 0.15*0.25 5 5 6 d 1/2" 0.25*0.25 d 1/4" 1 @ 0.05 m, 3 @ 0.10, Rto @ 0.20 m. A.E. Zapata: Z-1 \W5.50576; ESC: 1/20 8 d 1/2" a 0.125 7 d 1/2" a 0.125 5 5 5 5 5 Zapata: Z-2 \W4.68819; ESC: 1/20 4 d 1/2" a 0.20 4 d\f@Batang|b0|i0|c129|p18; 1/2" a 0.20 5 5 5 5 5 8 d 1/2" @ 0.15m 8 d 1/2" @ 0.15m 8 d 1/2" @ 0.15m 8 d 1/2" @ 0.15m VIGA DE CIMENTACION (25*50) C 1 C 1 Z-1 Z-1 PLANTA DE CIMENTACION (Ejes: 1,3 y 4) SC: 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPARAMETROS SISMORESISTENTES SEGÚN N.T.E.-030 SON: \LDESPLAZAMIENTOS CALCULADOS SEGÚN N.T.E.-030 SON: Concreto columnas f'c = 210 kg/cm2 Factor de amplificación de suelo Gancho estandar en anclaje columna zapata 25 cm Recubrimiento en columnas de porticos 4.00\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;cm Máximo desplazamiento relativo Máximo desplazamiento absoluto Capacidad Admisible de terreno 1.20 kg/cm2 Mezcla Cemento-Hormig\U+00F3n 1:10, e=10 cm \LCIMIENTO CORRIDO: Profundidad m\U+00EDnima 80 cm Concreto ciclopeo 1:10 \fArial|b0|i0|c238|p34;+ 30% piedra grande Concreto zapatas f'c = 175 kg/cm2 Recubrimiento en zapatas 7.5 cm Concreto ciclopeo 1:8 \fArial|b0|i0|c238|p34;+ 25% piedra mediana Acero fy = 4200 kg/cm2 \LCOLUMNAS: Factor de zona Factor de uso Tipo de suelo Coeficiente de reducción Período fundamental \LZAPATAS: \LSOLADOS: \LSOBRECIMIENTO: Acero fy = 4200 kg/cm2 Altura m\U+00EDnima 3\fArial|b0|i0|c238|p34;0 cm 0.30 1.40 0.90 1.50 10 0.0021 1.0433 cm 0.177 Recubrimiento en columnas de amarre 2.5\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;cm 45° 1/2" 0.50 0.60 Z 3/4" 0.70 5/8" 0.60 0.80 0.75 ESTRIBOS (Z) 0.10 0.075 3/8" 1/4" d 0.45 0.45 ANCLAJE TRASLAPES 0.55 0.55 LONGITUDES MINIMAS DE ANCLAJE Y TRASLAPE DE ARMADURAS Resistencia a la compresion f'm = 45 kg/cm2 Espesor de junta min 0.9 cm y max 1.5 \fArial|b0|i0|c0|p34;cm Modulo de elasticidad Em = 225000 kg/cm2 \LALBAÑILERIA: Mortero: cemento arena 1:5 ESPECIFICACIONES TÉCNICAS 1 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 9 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 7 7 7 7 7 7 7 7 8 8 7 7 9 9 9 9 6 6 6 6 6 6 9 9 9 9 8 8 5 5 C-3 C-3 C-3 C-3 Z-2 Z-2 Z-2 Z-2 5 5 5 5 5 5 5 5 5 5 5 A B B 5 A 1 5 1 2 1 2 2 3 4 3 2 1 4 1 2 A' B A C D D C B A A' 5 5 PLANO DE CIMENTACION \W5.14347; SC: 1/50 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-1 Z-1 Z-2 Z-2 Z-2 Z-2 C-3 C-3 C-3 C-3 C-2 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-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) V.C. (25*50) Exterior NPT= 0.00 5 \W0.31967; Interior CORTE X-X V-3 (.25*.15) NPT= -0.20 \W8.50255; Esc: 1/25 \W3.06631; 2 Ø 3/8" \W3.06631; (corridos) Estribo: d 1/4";@\H0.61538x; 0.20 NPT= -0.10 NPT= -0.10 NPT= -0.20 \W2.65693; Ladrillo de: \W0.96645; (0.9*0.12*0.24) 5 1.00-1.80 m 5 \W1.65693; Sobrecimiento DETALLE DE CIMENTACION TIPICA \W5.72576; Esc: 1/25 Cimentación: caseta Grupo Electrógeno \W5.14347; SC: 1/50 Cimentación Almacén \W5.14347; SC: 1/75 LAS COLUMNAS DE AMARRE SE VACIAN DESPUES DE HABER LEVANTADO \W5.68381; LOS MUROS DENTADOS DE LADRILLO A SU ALTURA FINAL \W3.99333; (COMO SE MUESTRAN EN LOS DETALLES CORRESPONDIENTES) A B \W1.85240; VIGA DE CIMENTACIÓN (0.25*0.50) \W4.32397; CONCRETO Fc'=210Kg/cm2 \W0.33077; Estribado; Ø 3/8" 1@0.05, 5@0.15, \W0.33077; resto@0.25 c/e EE-01 ESTRUCTURAS -CIMENTACION LAMINA: FECHA : MAYO - 2014 ESCALA: AYACUCHO LA MAR LUIS CARRANZA DIBUJO : INDICADA MUNICIPALIDAD DISTRITAL DE LUIS CARRANZA PROYECTO: PROVINCIA : DPTO : LUGAR : DISTRITO : PLANO : DISEÑO : PAMPAS \W2.53349; MEJORAMIENTO DE LA CAPACIDAD RESOLUTIVA DE LOS \W2.53349; SERVICIOS MATERNO INFANTIL DEL 1ER. NIVEL DE ATENCIÓN \W2.53349; DEL P.S. PAMPAS MICRORED SAN MIGUEL– RED SAN MIGUEL \W2.53349; – DIRESA AYACUCHO, DISTRITO DE LUIS CARRANZA – LA \W2.53349; MAR – AYACUCHO.

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, calzaduras, DWG, footings, FOUNDATION, foundation details, foundations, fundament, health, plan, plane, plano, post