Structure Sports Field DWG Detail for AutoCAD

STRUCTURE DETAIL WALL COLUMNS AND BEAMS

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

location, district, region, province, Location, draft:, date:, approved:, drawing:, flat:, flat, scale:, design:, November, architecture, huari, ancash, san pedro chana, urban of san pedro district, rahuaychacra in the area, of the sports field, from chana huari, responsable:, from san pedro de chana, district Municipality, section, section, elev., legends, level in elevation, level in plant, natural terrain, compacted ground, concrete reinforced concrete, concrete cycle, titles of other details, sections, structural axes, elev., section, elev., section, section, section, section, section, section, section, section, section, section, elev., section, indicated, December, structure, block module, plant, cuts details, section, section, section, section, section, section, section, section, section, indicated, December, structure, block module, slab, cuts details, location, district, region, province, Location, draft:, date:, approved:, drawing:, flat:, flat, scale:, design:, November, architecture, huari, ancash, san pedro chana, urban of san pedro district, rahuaychacra in the area, of the sports field, from chana huari, responsable:, from san pedro de chana, district Municipality, det., section, section, section, and b, and the, and b, and the, temperature steel, stirrups, hooks, bending diameters, block column, block column, block column, block column, ss.hh, npt., males, ss.hh, npt., women, ss.hh, disabled, npt., overeating, masonry, Cyclopean, section, overeating, masonry, section, section, overeating, masonry, npt., section, platform shoes, this block, platform shoes, this block, platform shoes, this block, lightened slab, tribune this block, lightened slab, tribune this block, lightened slab, tribune this block, and c, and b, and the, kind, column, section, rods, stirrups, distribution, of stirrups, column table, porticos of the axis, and c, and b, and the, and b, and the, and b, and the, and b, and the, and b, and the, and b, and the, and b, and c, and b, and the, and c, and b, and the, porticos of the axis, porticos of the axis, porticos of the axis, and the, and b, and c, porticos of the axis, npt., npt., section, sole, npt., npt., section, sole, and the, and b, this block, and the, and b, and the, and b, see detail, sole, reinforced concrete, see detail, sole, reinforced concrete, see detail, concrete, sole, reinforced concrete, section, section, section, npt., npt., section, sole, slab detail lightened, detail, see detail, detail, sole, detail, detail, retaining wall, n.p.t, npt., simple, meeting, railing, railing, n.p.t, n.p.t, npt., and c, and b, and c, and b, and the, and the, and b, and the, and b, sole, see detail, section, see detail, railing, see detail, section, see detail, railing, detail, sole, see detail, railing, railing, detail, railing, metal door, detail, npt., npt., porticos of the axis, sole, npt., sole, npt., sole, and the, and b, sole, npt., npt., porticos of the axis, sole, and the, and b, sole, npt., npt., porticos of the axis, sole, this block, npt., concrete foundation, Cyclopean, concrete foundation, Cyclopean, concrete foundation, Cyclopean, concrete foundation, olimpic mesh

Raw text data extracted from CAD file:

V-101 (0.25×0.35m) \A1;0.90 \A1;4.50 \A1;0.90 \A1;4.80 \A1;0.90 \A1;4.80 \A1;0.90 \A1;4.80 \A1;1.25 \A1;0.90 \A1;4.50 \A1;0.90 \A1;4.50 \A1;1.23 \A1;0.90 \A1;4.80 \A1;0.90 \A1;4.80 \A1;0.90 \A1;4.80 \A1;1.23 \A1;2.53 \A1;0.90 \A1;0.90 \A1;2.55 \A1;1.20 \A1;3.73 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.25 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.05 LOCALIDAD DISTRITO REGION PROVINCIA UBICACION PROYECTO: : : : : FECHA: APROBADO: DIBUJO: PLANO: PLANO N° ESCALA: DISEÑO: — NOVIEMBRE DEL 2010 ARQ-001 ARQUITECTURA ARQ-001 — — — HUARI ANCASH SAN PEDRO CHANA SAN PEDRO CHANA URBANA DEL DISTRITO DE SAN PEDRO RAHUAYCHACRA EN LA ZONA “CONSTRUCCION DEL CAMPO DEPORTIVO DE CHANA – HUARI – ANCASH” RESPONSABLE: DE SAN PEDRO DE CHANA MUNICIPALIDAD DISTRITAL \A1;4.50 \A1;1.25 \A1;1.20 \A1;2.20 \A1;4.80 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;0.50 \A1;2.90 \A1;0.50 \A1;3.60 SECCIÓN \W0.8;ESCALA: 1:100 S/E SECCIÓN \W0.75;ESCALA: 1:100 A ARQ-01 ELEV. 3215.115 3200.000 A – A 1 135°0’0″ 90°0’0″ 90°0’0″ 180°0’0″ LEYENDAS NIVEL EN ELEVACIÓN NIVEL EN PLANTA TERRENO NATURAL TERRENO COMPACTADO CONCRETO SIMPLE, CONCRETO ARMADO CONCRETO CICLOPEO TITULOS DE ELEVACIONES, SECCIONES, DETALLES Y OTROS SECCIONES EJES ESTRUCTURALES ELEV. 0.000 ELEV. 0.000 SECCIÓN A – A – D L D D L L 0.10 0.15 0.05 0.20 0.30 0.10 0.10 D \A1;1.50 \A1;0.90 \A1;0.90 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;0.90 \A1;0.90 3200.000 ELEV. 3215.115 SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 \A1;0.80 \A1;0.60 \A1;0.10 \A1;0.80 \A1;0.60 \A1;0.10 \A1;0.30 \A1;0.80 \A1;0.80 \A1;0.60 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.10 \A1;0.60 \A1;0.30 \A1;0.15 SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:25 S/E \A1;0.30 \A1;0.50 SECCIÓN \W0.8;ESCALA: 1:100 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.40 \A1;5.40 \A1;5.40 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;3.43 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;0.30 \A1;3.13 \A1;0.30 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;5.40 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;3.43 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;5.40 \A1;0.30 \A1;0.30 \A1;3.13 \A1;0.30 \A1;1.80 \A1;3.60 \A1;4.00 SECCIÓN \W0.8;ESCALA: 1:50 S/E V-101 (0.25×0.35m) V-101 (0.25×0.35m) V-101 (0.25×0.35m) V-101 (0.25×0.35m) V-101 (0.25×0.35m) V-101 (0.25×0.35m) ELEV. 3215.115 SECCIÓN \W0.75;ESCALA: 1:50 A ARQ-01 \A1;0.15 \A1;1.35 \A1;0.50 \A1;2.70 \A1;0.50 INDICADA DICIEMBRE DEL 2012 EST-26 ESTRUCTURA MODULO ESTE, BLOQUE 3 — — — GRADERIAS, PLANTA CORTES Y DETALLES \A1;0.15 \A1;1.35 \A1;0.50 \A1;2.70 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.08 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;5.40 \A1;5.40 \A1;5.40 \A1;0.15 \A1;1.35 \A1;3.20 \A1;0.50 SECCIÓN \W0.8;ESCALA: 1:10 S/E SECCIÓN \W0.75;ESCALA: 1:50 A ARQ-01 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.85 \A1;0.15 SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.75 \A1;0.25 \A1;0.25 \A1;0.25 SECCIÓN \W0.75;ESCALA: 1:50 A ARQ-01 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 \A1;0.70 \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.25 \A1;3.74 \A1;0.50 \A1;2.90 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.20 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.35 \A1;0.70 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;1.20 \A1;0.30 \A1;5.40 \A1;0.30 \A1;2.22 \A1;0.50 \A1;2.90 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.20 \A1;0.20 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;3.60 \A1;0.50 \A1;1.83 \A1;0.60 \A1;1.08 \A1;0.50 \A1;0.50 \A1;1.98 \A1;0.60 \A1;0.93 \A1;0.50 \A1;4.00 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;2.90 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.20 \A1;0.25 \A1;3.60 \A1;2.90 \A1;0.50 \A1;7.05 \A1;0.23 \A1;3.74 \A1;0.50 \A1;2.90 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.20 \A1;0.25 \A1;7.18 \A1;3.00 \A1;3.58 \A1;0.30 \A1;3.13 \A1;0.30 \A1;0.30 \A1;5.40 \A1;0.30 \A1;1.51 \A1;30.35 \A1;3.00 \A1;3.05 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;3.20 \A1;0.00 \A1;0.30 \A1;1.82 \A1;3.60 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.10 \A1;0.30 \A1;5.40 \A1;5.40 \A1;5.40 \A1;0.50 \A1;3.50 \A1;0.50 \A1;2.90 \A1;0.50 \A1;4.00 \A1;3.60 \A1;16.50 \A1;23.10 \A1;7.90 \A1;0.50 \A1;2.90 \A1;0.50 \A1;3.60 \A1;23.10 \A1;0.03 \A1;3.73 \A1;0.30 \A1;2.90 \A1;0.30 \A1;0.30 \A1;3.13 \A1;0.30 \A1;3.90 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;0.33 \A1;3.43 \A1;2.20 \A1;3.10 \A1;1.50 \A1;5.40 \A1;5.40 \A1;5.40 \A1;3.70 \A1;2.20 \A1;1.20 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.40 \A1;0.20 \A1;2.00 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.60 \A1;0.85 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.70 \A1;0.20 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.70 \A1;0.20 \A1;0.60 \A1;0.40 \A1;0.60 SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E \A1;0.30 \A1;0.30 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 INDICADA DICIEMBRE DEL 2012 EST-27 ESTRUCTURA MODULO ESTE, BLOQUE 3 — — — LOSA ALIGERADA, PLANTA, CORTES Y DETALLES LOCALIDAD DISTRITO REGION PROVINCIA UBICACION PROYECTO: : : : : FECHA: APROBADO: DIBUJO: PLANO: PLANO N° ESCALA: DISEÑO: — NOVIEMBRE DEL 2010 ARQ-001 ARQUITECTURA ARQ-001 — — — HUARI ANCASH SAN PEDRO CHANA SAN PEDRO CHANA URBANA DEL DISTRITO DE SAN PEDRO RAHUAYCHACRA EN LA ZONA “CONSTRUCCION DEL CAMPO DEPORTIVO DE CHANA – HUARI – ANCASH” RESPONSABLE: DE SAN PEDRO DE CHANA MUNICIPALIDAD DISTRITAL \A1;0.80 \A1;0.50 \A1;0.30 \A1;0.65 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.50 \A1;1.50 \A1;0.90 \A1;0.50 A A101 DET. SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 SECCIÓN \W0.75;ESCALA: 1:25 A ARQ-01 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;1.50 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.20 V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-102 (0.25×0.40m) V-102 (0.25×0.40m) V-102 (0.25×0.40m) V-102 (0.25×0.40m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) E.1 E.1 E.2 E.2 E.3 E.3 E.4 E.4 E.6 E.6 E.7 E.7 E.8 E.8 E.9 E.9 E.11 E.11 E.12 E.12 E.13 E.13 E.14 E.14 E.5 E.5 E.15 E.15 E.16 E.16 E.10 E.10 E.1 E.1 E.2 E.2 E.3 E.3 E.4 E.4 E.6 E.6 E.7 E.7 E.8 E.8 E.9 E.9 E.11 E.11 E.12 E.12 E.13 E.13 E.14 E.14 E.5 E.5 E.15 E.15 E.16 E.16 E.10 E.10 E.B E.A 5 E.1 E.2 E.3 E.4 E.6 E.7 E.8 E.9 E.5 E.11 E.12 E.13 E.14 E.15 E.16 E.10 E.1 E.2 E.3 E.4 E.6 E.7 E.8 E.9 E.5 E.11 E.12 E.13 E.14 E.15 E.16 E.10 5 5 5 5 5 5 5 1.25 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 E.B E.A d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 1.25 5 d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ d1/2″ 5 5 d1/2″ d1/2″ 5 5 d1/2″ d1/2″ 5 1.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d5/8″@0.20 d5/8″@0.20 1d1/4″@0.20 1d1/2″ 5 5 5 LADRILLO:30x30x15cm Acero de Temperatura 5 5 5 1d1/2″ D D L D 5 D 5 L L 5 5 5 ESTRIBOS 45º ESTRIBOS 90º GANCHOS 90° GANCHOS 180° D=6d D=6d DIÁMETROS DE DOBLADOS d D(cm) L(cm) 3/8″ 6.00 15.00 1/2″ 8.00 20.00 5/8″ 10.00 25.00 COLUMNA DEL BLOQUE 2 COLUMNA DEL BLOQUE 1 COLUMNA DEL BLOQUE 3 COLUMNA DEL BLOQUE 2 d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+9@0.20 ;1@0.05+6@0.10+9@0.20 ;1@0.05+6@0.10+9@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+4@0.20 ;1@0.05+6@0.10+4@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+9@0.20 ;1@0.05+6@0.10+9@0.20 ;1@0.05+6@0.10+9@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 ;1@0.05+6@0.10+10@0.20 d5/8″@0.20 COLUMNA DEL BLOQUE 2 5 5 5 5 5 5 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 5 COLUMNA DEL BLOQUE 1 COLUMNA DEL BLOQUE 3 5 5 COLUMNA DEL BLOQUE 2 5 5 5 5 5 5 5 5 5 5 V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) V-101 (0.30×0.50m) 5 5 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 SS.HH NPT. +4.80 VARONES SS.HH NPT. +4.80 MUJERES SS.HH DISCAPACITADOS NPT. +4.80 Sobrecimientos t=0.13m Albañilería t=0.13m 5 5 Ø3/8″@0.20 5 5 5 CICLÓPEO 1:10+30%P.G. SECCIÓN 1 Sobrecimientos t=0.13m Albañilería t=0.13m 5 5 Ø3/8″@0.20 5 5 5 SECCIÓN 2 5 5 5 5 SECCIÓN 3 Sobrecimientos t=0.13m Albañilería t=0.13m 5 5 NPT. +4.80 Ø3/8″@0.20 5 5 5 SECCIÓN 4 ZAPATAS TRIBUNA ESTE BLOQUE 1 ZAPATAS TRIBUNA ESTE BLOQUE 3 ZAPATAS TRIBUNA ESTE BLOQUE 2 LOSA ALIGERADA 2°NIVEL TRIBUNA ESTE BLOQUE 1 LOSA ALIGERADA 2°NIVEL TRIBUNA ESTE BLOQUE 2 LOSA ALIGERADA 2°NIVEL TRIBUNA ESTE BLOQUE 3 E.C E.B E.A 5 5 10@d5/8″ TIPO COLUMNA SECCIÓN 0.30×0.50m VARILLAS ESTRIBOS DISTRIBUCIÓN DE ESTRIBOS 10Ø5/8″ C1 d3/8″ 2 1@0.05+6@0.10+Rsto.0.20 CUADRO DE COLUMNAS PORTICOS DEL EJE B-B E.C E.B E.A E.A E.B E.A E.B E.A E.B E.A E.B E.A E.B E.A E.B E.C E.B E.A E.C E.B E.A PORTICOS DEL EJE A-A 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 5 5 5 5 5 5 5 5 5 5 5 5 PORTICOS DEL EJE B-B PORTICOS DEL EJE B-B 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 5 5 5 5 5 5 5 5 5 3d5/8″ 3d5/8″ 3d5/8″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 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 PORTICOS DEL EJE A-A PORTICOS DEL EJE A-A 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 3d5/8″ 5 E.A E.B E.C 5 ;1@0.05+6@0.10+4@0.20 d3/8″ ;1@0.05+6@0.10+4@0.20 d3/8″ 5 d3/8″ ;1@0.05+6@0.10+5@0.20 PORTICOS DEL EJE E.6, E.7, E.8, E.9 d3/8″ d3/8″ d3/8″ ;1@0.05+6@0.10+6@0.20 ;1@0.05+6@0.10+6@0.20 ;1@0.05+6@0.10+6@0.20 NPT. +8.00 NPT. +4.80 NPT.-1.35 NPT. -1.85 5 5 5 5 d1/2″@0.15 SECCIÓN A SOLADO 5 d5/8″@0.20 d5/8″@0.20 NPT. +8.00 NPT. +4.80 NPT.-1.35 NPT. -1.85 5 5 5 5 d1/2″@0.15 SECCIÓN B SOLADO E.A E.B ;1@0.05+6@0.10+6@0.20 d3/8″ ;1@0.05+6@0.10+6@0.20 d3/8″ E.1 E.1 E.2 E.2 E.3 E.3 E.4 E.4 E.5 E.5 ESTE BLOQUE 1 E.A E.B E.A E.B N.F.C.=-1.20 N.P.T.=+1.60 N.C.D.=+0.00 VER DETALLE 1 N.F.C.=-1.20 N.P.T.=+1.60 0.60 5 Ø3/8″@0.20 SOLADO e=0.05m CONCRETO ARMADO 210 kg/cm² N.C.D.=+0.00 N.F.C.=-1.20 N.C.D.=+0.00 N.P.T.=+1.60 VER DETALLE 4 Ø3/8″@0.20 N.F.C.=-1.20 N.P.T.=+1.60 0.60 5 Ø3/8″@0.20 SOLADO e=0.05m CONCRETO ARMADO 210 kg/cm² N.C.D.=+0.00 N.F.C.=-2.00 N.P.T.=+0.10 VER DETALLE 3 Ø3/8″@0.20 CONCRETO N.F.C.=+2.14 0.60 SOLADO e=0.05m 0.60 5 5 Ø3/8″@0.20 Ø3/8″@0.20 5 CONCRETO ARMADO 210 kg/cm² SECCIÓN B SECCIÓN A SECCIÓN C E.6 E.7 E.8 E.9 E.10 E.11 E.12 E.13 E.14 1 2 3 4 5 6 7 8 9 10 11 5 5 5 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 NPT. +8.00 NPT. +4.80 NPT.-1.35 NPT. -1.85 5 5 5 d1/2″@0.15 SECCIÓN C SOLADO 5 DETALLE DE LOSA ALIGERADA Ø3/8″@0.20 5 5 5 5 5 5 DETALLE 1 VER DETALLE 2 DETALLE 2 5 SOLADO e=0.05m 5 5 Ø3/8″@0.20 5 5 5 5 5 5 5 5 5 DETALLE 3 DETALLE 4 MURO DE CONTENCION MURO DE CONTENCION MURO DE CONTENCION MURO DE CONTENCION MURO DE CONTENCION MURO DE CONTENCION N.P.T +2.00 N.P.T +0.10 N.P.T +2.00 N.P.T +2.00 N.P.T +0.10 N.P.T +0.10 N.P.T +2.00 NPT. +4.80 NPT. +4.80 NPT. +4.80 5 5 5 5 5 5 5 5 5 5 5 5 SIMPLE JUNTA 5 5 BARANDA 5 5 BARANDA 1 2 3 4 5 6 7 8 9 10 11 N.P.T +0.10 N.P.T +2.00 N.P.T +0.00 1 2 3 4 5 6 7 8 N.P.T +2.00 NPT. +5.60 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 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 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 E.C E.B E.C E.B 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 E.A E.A 5 5 5 5 E.A E.B E.A E.B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 1 5 7 9 11 13 15 17 1 3 2 4 6 8 10 12 14 16 1 5 7 9 11 13 15 17 1 3 2 4 6 8 10 12 14 16 1 5 7 9 11 13 15 17 1 3 2 4 6 8 10 12 14 16 1 5 7 9 11 13 15 17 1 3 2 4 6 8 10 12 14 16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO 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 5 5 5 5 5 5 N.P.T.=+1.60 VER DETALLE 5 SECCIÓN D Ø3/8″@0.20 5 5 5 5 5 5 VER DETALLE 2 5 5 BARANDA 5 N.F.C.=-1.20 N.C.D.=+0.00 5 N.P.T.=+1.60 VER DETALLE 6 SECCIÓN E Ø3/8″@0.20 5 5 5 5 5 5 VER DETALLE 2 5 5 BARANDA 5 N.F.C.=-1.20 N.C.D.=+0.00 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 ;7@0.10 d3/8″ DETALLE 2 5 SOLADO e=0.05m 5 5 Ø3/8″@0.20 5 5 5 VER DETALLE 2 BARANDA N.P.T.=+1.60 5 5 BARANDA 5 N.F.C.=-1.20 N.C.D.=+0.00 Ø3/8″@0.20 Ø3/8″@0.20 0.60 5 0.60 DETALLE 5 N.P.T.=+1.60 5 5 BARANDA 5 N.F.C.=-1.20 N.C.D.=+0.00 Ø3/8″@0.20 0.60 5 0.60 PUERTA DE METAL DETALLE 6 NPT. +8.70 NPT. +4.80 NPT.+3.70 NPT. +3.30 NPT. +8.00 ;1@0.05+6@0.10+4@0.20 d3/8″ ;1@0.05+6@0.10+4@0.20 d3/8″ PORTICOS DEL EJE E.1, E.2, E.3, E.4, E.5 SOLADO NPT.+3.70 NPT. +3.30 SOLADO NPT.+3.70 NPT. +3.30 SOLADO SOLADO E.A E.B ;1@0.05+6@0.10+6@0.20 d3/8″ ;1@0.05+6@0.10+6@0.20 d3/8″ SOLADO NPT. +8.70 NPT. +4.80 NPT.+3.70 NPT. +3.30 NPT. +8.00 ;1@0.05+6@0.10+4@0.20 d3/8″ ;1@0.05+6@0.10+4@0.20 d3/8″ PORTICOS DEL EJE E.10, E.11, E.12, E.13, E.14 SOLADO E.A E.B ;1@0.05+6@0.10+6@0.20 d3/8″ SOLADO NPT. +4.80 NPT.+3.70 NPT. +3.30 NPT. +8.00 ;1@0.05+6@0.10+4@0.20 d3/8″ ;1@0.05+6@0.10+4@0.20 d3/8″ PORTICOS DEL EJE E.15, E.16 SOLADO ;1@0.05+6@0.10+6@0.20 d3/8″ ;1@0.05+6@0.10+4@0.20 d3/8″ ;1@0.05+6@0.10+4@0.20 d3/8″ C2 C2 C2 C2 5 5 6@d5/8″ 0.30×0.30m 6Ø5/8″ C2 d3/8″ 2 1@0.05+6@0.10+Rsto.0.20 5 5 d1/2″ d1/2″ 5 5 d1/2″ d1/2″ 5 5 d1/2″ d1/2″ ESTE BLOQUE 2 ESTE BLOQUE 3 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 d5/8″@0.20 Hz=0.40m NFZ=+2.10 d5/8″@0.20 Hz=0.40m NFZ=+2.10 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 NPT. +4.80 NPT. +4.80 2d5/8″ 2d5/8″ 2d5/8″ d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 CIMIENTO DE CONCRETO CICLÓPEO 1:10+30%P.G. CIMIENTO DE CONCRETO CICLÓPEO 1:10+30%P.G. CIMIENTO DE CONCRETO CICLÓPEO 1:10+30%P.G. CIMIENTO DE CONCRETO MALLA OLIMPICA MALLA OLIMPICA NPT. +8.00 N.P.T.=0.00 E.6 E.7 E.8 E.9 E.10 E.11 E.12 E.13 E.14 MALLA OLIMPICA 5 5 5 Ø5/8″@0.20 5 CIMIENTO CICLÓPEO 1:10+30%P.G. 5 NPT. ± 0.00 solado 0.05 5 5 5 5 10@d5/8″ TIPO COLUMNA SECCIÓN 0.30×0.50m VARILLAS ESTRIBOS DISTRIBUCIÓN DE ESTRIBOS 10Ø5/8″ C1 d3/8″ 2 1@0.05+6@0.10+Rsto.0.20 CUADRO DE COLUMNAS Hz=0.40m NFZ=+2.10 Hz=0.40m NFZ=+2.10 d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 5 5 5 ;7@0.10 d3/8″ ;7@0.10 d3/8″ Ø3/8″@0.20 NPT. +3.60 NPT. +3.60 NPT. +3.60 NPT. +3.60 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 5 5 3d5/8″ 3d5/8″ NPT. +8.00 NPT. +8.00 NPT. +8.70 5 5 3d5/8″ 3d5/8″ 5 5 3d5/8″ 3d5/8″ NPT. +8.00 NPT. +8.00 NPT. +8.70 5 5 3d5/8″ 3d5/8″ 5 5 3d5/8″ 3d5/8″ NPT. +8.00 5 5 3d5/8″ 3d5/8″ NPT. +8.00 NPT. +8.00 NPT. +8.70 5 5 3d5/8″ 3d5/8″ 5 CONCRETO ARMADO 210 kg/cm² CONCRETO ARMADO 210 kg/cm² CONCRETO ARMADO 210 kg/cm² 5 5 5 N.P.T.=+4.80 CONCRETO ARMADO 210 kg/cm² CONCRETO ARMADO 210 kg/cm² N.P.T.=+4.80 Ø3/8″@0.20 d1/2″@0.20 d1/2″@0.20 d1/2″@0.20 N.P.T.=+4.40 N.P.T.=+4.40 \W7.19752; ESPECIFICACIONES TÉCNICAS \H1.50000x;\LCONCRETO ARMADO PARA ZAPATAS, COLUMNAS, VIGAS, LOSAS 5