Foundation Slab DWG Detail for AutoCAD

Foundation Slab DWG Detail for AutoCAD

Slab foundation – details

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

student:, flat no, scale:, meters, dimension:, date:, martínez castañeda mariana alexis, office building, lazcano salvador, Galician Pedro, teachers:, draft, av. morelos, abraham gonzalez, and. where, bucareli, blueprints, architectural, low level, basement, architecture, faculty, column, cut, column, spancrete, compression layer with electrowelded mesh, dice, contratabe reinforced concrete with integral waterproofing, foundation slab with double reinforcement, foundation template, tezontle gravel bed, drawer vacuum, cut, column, spancrete, compression layer with electrowelded mesh, dice, contratabe reinforced concrete with integral waterproofing, foundation slab with double reinforcement, foundation template, tezontle gravel bed, drawer vacuum, main counter-column, column, dice, spancrete, foundation template, foundation slab, tezontle gravel bed, water system of the city of mexico, storage tanks, of drinking water, Restriction: meters, farm limit, sidewalk, territorial reserve, audience, government, library, access portico, Cafeteria, exhibitions, covered step, H.H., classroom building cubicles teachers, building of cubicles for teachers, classroom building cubicles teachers, classroom building laboratories, classroom building cubicles teachers, coffee shop, computer labs, cubicles students, stand, parking drawers, large drawers, drawers guys, Processing facilities, place for students, public plaza, YE., service path, c. lic. marcelo ebrad casaubon, c. jorge arganis diaz loyal, c. ing. Alejandro Echanis heading, c. ing. manuel pérez rocha, ing., student:, flat no, scale:, meters, dimension:, date:, martínez castañeda mariana alexis, office building, lazcano salvador, Galician Pedro, teachers:, draft, av. morelos, abraham gonzalez, and. where, bucareli, blueprints, structural, foundation, dice, armed with die, student:, flat no, scale:, meters, dimension:, date:, martínez castañeda mariana alexis, office building, lazcano salvador, Galician Pedro, teachers:, draft, av. morelos, abraham gonzalez, and. where, bucareli, blueprints, structural, foundation, cut, column, spancrete, compression layer with electrowelded mesh, dice, contratabe reinforced concrete with integral waterproofing, foundation slab with double reinforcement, foundation template, tezontle gravel bed, drawer vacuum, main counter-column, column, dice, spancrete, foundation template, foundation slab, tezontle gravel bed, vars, vars, detail columns, slab lid

Raw text data extracted from CAD file:

lc3dtr18 ALUMNA: PLANO No A- 01 ESCALA: OCTUBRE-2010 1 : 100 METROS ACOTACION: FECHA: MARTÍNEZ CASTAÑEDA MARIANA ALEXIS EDIFICIO OFICINAS LAZCANO SALVADOR GALLEGOS PEDRO PROFESORES: PROYECTO Av. Morelos Abraham Gonzalez E. Donde Bucareli 40.00 18.75 PLANOS ARQUITECTONICOS Planta Baja Sotano 1 B ARQUITECTURA FACULTAD ? \T1.25;Poyeccion columna \T1.25;Dado 6,2 6,2 6,2 18,53 10 5 5 10 5 5 2.50 6,2 30,01 6,2 6,2 18,53 3,6 2,58 3,42 6,2 30,01 6,2 6,2 18,53 3,6 2,58 3,42 CORTE columna spancrete Capa de compresión de 5cm con malla electrosoldada 10-10 6-6 dado contratabe de concreto armado f´c=250kg/cm2 con impermeabilizante integral Losa de cimentación con doble armado f´c=250kg/cm2 Plantilla de cimentación f´c=100kg/cm2 Cama de Tezontle o Grava vacío de cajón .40 6" 2.50 .05 o #12 @30 o #5@15 CORTE columna spancrete Capa de compresión de 5cm con malla electrosoldada 10-10 6-6 dado contratabe de concreto armado f´c=250kg/cm2 con impermeabilizante integral Losa de cimentación con doble armado f´c=250kg/cm2 Plantilla de cimentación f´c=100kg/cm2 Cama de Tezontle o Grava vacío de cajón .40 6" 2.50 .05 o #12 @30 o #5@15 .40 6" 2.50 CONTRATRABE PRINCIPAL DE DADO Y COLUMNA columna e o 11@15 dado o#3@15 spancrete 6" Plantilla de cimentación de f´c=100kg/cm2 Losa de cimentación de f´c=250kg/cm2 Cama de tezontle o grava E S C U R R I M I E N T O A C I E L O A B I E R T O A V E N I D A L A C O R O N A SISTEMA DE AGUAS DE LA CIUDAD DE MEXICO T A L U D TANQUES DE ALMACENAMIENTO DE AGUA POTABLE H O M B R O D E B A R R A N C A H O M B R O D E B A R R A N C A H O M B R O D E B A R R A N C A T A L U D T A L U D T A L U D T A L U D Restricción: 20 metros Restricción: 20 metros Restricción: 20 metros Restricción: 20 metros A V E N I D A L A C O R O N A Límite del Predio Banqueta 1.20 m Reserva Territorial AUDITORIO GOBIERNO BIBLIOTECA S.E.E.-1 S.E.E.-3 Pórtico de Acceso CAFETERIA EXPOSICIONES Paso a Cubierto S.S. S.S. EDIFICIO DE AULAS Y CUBÍCULOS PROFESORES EDIFICIO DE CUBÍCULOS PARA PROFESORES EDIFICIO DE AULAS Y CUBÍCULOS PROFESORES EDIFICIO DE AULAS Y LABORATORIOS EDIFICIO DE AULAS Y CUBÍCULOS PROFESORES EDIFICIO DE AULAS Y CUBÍCULOS PROFESORES CAFERERIA LABORATORIOS DE COMPUTO CUBICULOS ALUMNOS Caseta ESTACIONAMIENTO 1=- 242 cajones 131 cajones grandes 109 cajones chicos Planta de Tratamiento PLAZA PARA ESTUDIANTES PLAZA PUBLICA NPT-0.20 S.M. Camino de Servicio C. LIC. MARCELO EBRAD CASAUBON C. JORGE ARGANIS DIAZ LEAL C. ING. ALEJANDRO ECHANIS PARTIDA C. ING. MANUEL PÉREZ ROCHA ING. 2 \T1.25000;CT- A 5 B C D 5 5 5 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 2A \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 3 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 4 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 4A \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 4B \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 5 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 6 \T1.25;2O#4 A 2 2A 3 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 5 5 5 6 7 8 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 5 5 5 B \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 C \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 B \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- ALUMNA: PLANO No E-01 ESCALA: NOVIEMBRE-2010 1 : 100 METROS ACOTACION: FECHA: MARTÍNEZ CASTAÑEDA MARIANA ALEXIS EDIFICIO OFICINAS LAZCANO SALVADOR GALLEGOS PEDRO PROFESORES: PROYECTO Av. Morelos Abraham Gonzalez E. Donde Bucareli 40.00 18.75 PLANOS ESTRUCTURALES CIMENTACION \T1.25;.20 \T1.25;.30 \T1.25;.20 \T1.25;.50 \T1.25;Columna \T1.25;Dado DADO \T1.25;.5 \T1.25;.5 \T1.25;.50 \T1.25;.20 \T1.25;.20 \T1.25;.5 \T1.25;.5 \T1.25;.30 \T1.25;.5 \T1.25;.50 \T1.25;.20 \T1.25;.5 \T1.25;.30 ARMADO DE DADO \T1.25;.5 \T1.25;.20 \T1.25;.20 \T1.25;.20 \T1.25;.50 \T1.25;.5 7 4A 6 3 2 2A A 5 B C D 5 5 5 5 5 8 5 5 5 4B 5 5 5 4 5 CT2 CT2A CT3 CT4 CT5 CT6 CT7 CT8 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 D1 C1 C1 C1 C1 C1 C1 C1 C1 CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D C1 C1 C1 7 4A 6 3 2 2A A 5 B C D 5 5 5 5 5 8 5 5 5 4B 5 5 5 4 5 CT2 CT2A CT3 CT4 CT5 CT6 CT7 CT8 D1 C1 D2 C1 D1 C1 D1 C1 D3 C1 D3 C1 D3 C1 D3 C1 D1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D CT-A CT-B CT-C CT-D C1 C1 C1 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM 0#5@15CM \T1.25;2O#4 6 \T1.25;2O#4 \T1.25;2O#4 6 \T1.25;2O#4 \T1.25;2O#4 \T1.25;EO#3@15 \T1.25;EO#3@15 \T1.25;EO#3@15 ALUMNA: PLANO No E-01 ESCALA: NOVIEMBRE-2010 1 : 100 METROS ACOTACION: FECHA: MARTÍNEZ CASTAÑEDA MARIANA ALEXIS EDIFICIO OFICINAS LAZCANO SALVADOR GALLEGOS PEDRO PROFESORES: PROYECTO Av. Morelos Abraham Gonzalez E. Donde Bucareli 40.00 18.75 PLANOS ESTRUCTURALES CIMENTACION \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 .34 .34 \T1.25;CL-1 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25;2O#4 \T1.25;EO#2@15 \T1.25;2O#3 \T1.25;2O#5 \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- \T1.25000;CT- CORTE columna spancrete Capa de compresión de 5cm con malla electrosoldada 10-10 6-6 dado contratabe de concreto armado f´c=250kg/cm2 con impermeabilizante integral Losa de cimentación con doble armado f´c=250kg/cm2 Plantilla de cimentación f´c=100kg/cm2 Cama de Tezontle o Grava vacío de cajón .40 6" 2.50 .05 o #12 @30 o #5@15 .40 6" 2.50 CONTRATRABE PRINCIPAL DE DADO Y COLUMNA columna e o 11@15 dado o#3@15 spancrete 6" Plantilla de cimentación de f´c=100kg/cm2 Losa de cimentación de f´c=250kg/cm2 Cama de tezontle o grava \A1;DADO \A1;COLUMNA 2 E#3@20 8 VARS. #6 .30 .30 \T1.25;CL-2 2 E#3@20 8 VARS. #6 DETALLE COLUMNAS \A1;.30 \A1;.50 LOSA TAPA D2 D1 D2 D1 D2 D1 D3 D3 D1 D3 D3

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	autocad, barn, cover, dach, DETAIL, details, DWG, FOUNDATION, hangar, lagerschuppen, roof, shed, slab, structure, terrasse, toit