Foundation Plan DWG Block for AutoCAD

Zapata isolated and cut structural specification of castles

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

alere flammam, veritas, esc:, arq. mario de la cruz bermudez, construction processes ii, isolated foundation plan, autonomous university of new lion faculty of architecture, flat, student: gerardo leon ferral student: iván rivera gonzález, date:, access, principal, castle, vs est. cm, axis, castle, vs est. cm, castle, vs est. cm, shoe, firm, castle, firm, vs est. cm, castle, vs est. cm, mesh, axis, shoe, firm, vs est. cm, castle, vs est. cm, mesh, isolated footing, concrete section, armed with vs each on both sides pedestals, concrete f’c armed with vs, stirrups of each, material for pedestal shoes columetria zapata, concrete, quantification: proportion, cement, gravel, sand, mixed, lumps of concrete kg of cement, symbology, representation, area, patio, garage, garden, dining room kitchen store bathroom laundry., nomenclature, level of built area, patio level, garage level, green area level, bench level, sidewalk, stair start level, stairs, tracing bank, bench level, structural cutting, structural cut, parapet, waterproofing, aileron, lightweight concrete roof slab, goteron, block of enrase, reinforced concrete enclosure, aluminum window, zoclo, ceramic floor, zoclo, ceramic floor, ledge, concrete, contracting of reinforced concrete, isolated footing, mezzanine slab, block of enrase, reinforced concrete enclosure, aluminum window, access, principal, linear weight rod weight kg, pedestal shoes, stretches of shoes, rings parts pedestal pieces, pedestals rings, rings measuring parts, mts rings, wire weighs kg

Raw text data extracted from CAD file:

±0.00 ±0.00 ±0.00 ±0.00 \A1;2.01 \A1;0.81 \A1;0.38 \A1;0.81 \A1;0.81 \A1;0.60 \A1;0.60 \A1;0.38 \A1;0.38 \A1;0.38 \A1;2.25 \A1;2.25 \A1;2.25 \A1;2.25 \A1;2.25 \A1;0.38 \A1;0.38 \A1;2.25 \A1;2.25 \A1;2.25 \A1;22.50 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.60 \A1;1.80 \A1;0.05 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.60 \A1;1.80 \A1;0.05 \A1;0.15 \A1;1.5 \A1;5.95 \A1;2.80 \A1;0.16 m \A1;0.16 m E N V V O E L O N ALERE FLAMMAM VERITATIS N A O V T V E S A D I D R I V N D A O M L U U A D E R Q T A D L U C A F T E C I T U R A A N 1:100 Esc: \W2.57732; ARQ. MARIO DE LA CRUZ BERMUDEZ PROCESOS DE CONSTRUCCION II PLANO DE : CIMENTACION AISLADA UNIVERSIDAD AUTÓNOMA DE NUEVO LEÓN FACULTAD DE ARQUITECTURA PLANO 1 \W2.57732; ALUMNO: GERARDO LEON FERRAL. 1552819 \W2.57732; ALUMNO: IVÁN RIVERA GONZÁLEZ. 1703538 \W2.28093; FECHA: 25/05/2016 ACCESO PRINCIPAL ±0.00 +0.15 ±0.00 +0.15 ±0.00 -3.30 ±0.00 ±0.00 ±0.00 -0.10 ±0.00 -4.20 ±0.00 -5.00 CASTILLO (K – 2) \A1;4 VS 1/2 EST. DE o 3/8 @ 20 CM EJE EJE LP LP 5 5 5 5 5 5 CASTILLO (K – 1) \A1;4 VS \S3/8; EST. DE o 3/8 @ 20 CM CASTILLO (K – 3) \A1;6 VS 1/2 EST. DE o 3/8 @ 20 CM 5 5 5 5 ZAPATA 1 ZAPATA 3 FIRME CASTILLO (K – 3) CASTILLO (K – 3) FIRME 5 5 5 5 5 \A1;6 VS 1/2 EST. DE o 3/8 @ 20 CM \A1;4 VS 1/2 EST. DE o 3/8 @ 20 CM \A1;4 VS 1/2 EST. DE o 3/8 @ 20 CM \A1;6 VS 1/2 EST. DE o 3/8 @ 20 CM CASTILLO (K – 2) \A1;6 VS 1/2 EST. DE o 3/8 @ 20 CM \A1;6 VS 1/2 EST. DE o 3/8 @ 20 CM MALLA 6.6 MALLA 6.6 EJE 5 5 ZAPATA 2 FIRME FIRME 5 5 5 \A1;4 VS 1/2 EST. DE o 3/8 @ 20 CM CASTILLO (K – 2) \A1;6 VS 1/2 EST. DE o 3/8 @ 20 CM MALLA 6.6 MALLA 6.6 Zapata aislada de concreto f’c= 200 Kg/cm2 Seccion 0.25m x1.2m x 1.2m armada con vs 1/2 a cada 0.20 m en ambos lados pedestales de concreto f’c 200 Kg/cm2 seccion0.20m armado con 4 vs 1/2″ y estribos de 1/4″ a cada 0.20m. Material para 7 zapatas y pedestales columetria a zapata 0.25m x 1.20m x 1.20m = 0.36m3 (7 piezas) = 2.52m3 1.20m x 0.20m x 0.20m = 0.048m3(7 piezas) = 0.336 2.856 = 2.9m3 de concreto cuantificacion: proporcion 1: 2 1/4 : 1 3/4 1 Cemento = 0.20 2 1/4 Grava # 2 = 0.45 1 3/4 Arena # 4 = 0.35 (2.9) 0.58(30)= 17.4 m3 1.305 m3 1.015 m3 Mixto 1.32 m3 17.4 Bultos / 2.9 = 6 Bultos x m3 de concreto = 105 Kg de cemento SIMBOLOGIA REPRESENTACION AREA PASILLO , PATIO , JARDIN COCHERA JARDIN SALA , COMEDOR COCINA , ALMACEN , BAÑO , LAVANDERIA. NOMENCLATURA \W0.30952; NIVEL DE AREA \W0.30952; CONSTRUIDA \W0.30952; NIVEL DE PATIO \W0.33333; NIVEL DE \W0.33333; COCHERA \W0.30952; NIVEL AREA VERDE \W0.30952; NIVEL BANQUETA BANQUETA \W0.30952; NIVEL INICIO DE \W0.30952; ESCALERA ESCALERA \W0.30952; BANCO DE \W0.30952; TRAZO \W0.30952; BANCO DE NIVEL Corte estructural 5 Corte estructural Esc 2:1 PRETIL IMPERMEABILIZACION ALERON LOSA DE AZOTEA DE CONCRETO ALIGERADA GOTERON BLOCK DE ENRASE CERRAMIENTO DE CONCRETO ARMADO VENTANA DE ALUMINIO ZOCLO PISO CERAMICO ZOCLO PISO CERAMICO ANTEPECHO FIRME DE CONCRETO SIMPLE CONTRACIMIENTO DE CONCRETO ARMADO ZAPATA AISLADA LOSA DE ENTREPISO BLOCK DE ENRASE CERRAMIENTO DE CONCRETO ARMADO VENTANA DE ALUMINIO 5 5 0.15 5 0.10 0.20 0.10 5 5 0.05 0.15 5 5 5 5 5 0.15 5 ACCESO PRINCIPAL LP 3 5 4 2 1 LP LP LP 1 2 3 4 5 6 B LP LP A C B A C LP LP 5.950448506522207 2.799999999999955 Peso de varilla de 9.11 peso lineal 0.996 Kg 7 zapatas y pedestales 1.20m x 1.20m 12 tramos de 1.2m x Zapatas x 07 48/ 9.11= 9.220636 Kg = 9.3 anillos 4 piezas x 7 pedestales = 28 piezas 7 x 7 pedestales = 49 anillos anillos que miden 0.16m x 0.16m x 5 partes = 0.80m 5 5 0.80 m x 49 anillos = 39.2 mts alambron 1/4″ pesa 0.25 Kg 39.2 m x 0.25 Kg = 9.8 Kg/m