Foundations DWG Block for AutoCAD

Foundations DWG Block for AutoCAD

structural foundations

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

Main access, e.m., floor structure, e.m., low structure, septum thickener, esc .:, e.m., floor structure, structure, machine room structure, external measures, structure of the water reserve tank, cut, l.m., top, base, lateral partition, middle wall, lateral partition, e.m., e.m., low level, esc .:, esc .:, l.m., e.m., access hall, office, office security, meeting room, office, tensor, e.m., hall, roof terrace, sector displays, hall, YE., e.m., l.m., e.m., l.m., ground floor, l.m., e.m., l.m., l.m., e.m., l.m., rooftop, tensor, l.m., e.m., l.m., e.m., l.m., e.m., septum thickener, esc .:, septum thickener, esc .:, reinforcement, capacity lts, n.p.t., portico ground floor, escalator, n.p.t., tensor, n.p.t., esc., e.m., tensor, esc .:, tensor, l.m., e.m., l.m., base bases, n.p.t, n.p.t, e.m., tensor, esc .:, tensor, l.m., e.m., l.m., base bases

Raw text data extracted from CAD file:

1.50 1.75 1.25 5.00 5.00 5.00 1.25 2.50 1.25 2.50 2.50 4.00 4.50 4.50 3.00 1.50 10.00 1.25 1.85 2.50 1.45 0.20 1.85 0.75 0.15 0.15 0.10 0.10 1.60 2.20 2.50 2.50 10.00 1.25 1.60 2.20 1.60 2.20 8.60 2.50 2.50 10.00 2.50 3.00 2.80 2.80 ACCESO PRINCIPAL 1 3 6 4 9 7 12 10 8 2 5 E.M. E.M. V101 V102 V103 V111 V112 V113 V114 V115 V116 V117 V118 V119 V104 V107 V120 V121 V122 V123 V124 V125 V126 V127 V128 V129 V130 V131 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C15 C16 C17 C18 C13 \W5.01063; ESTRUCTURA S/PLANTA 1º PISO 5 5 5 11 1 3 6 4 9 7 11 10 8 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E.M. E.M. V1 V2 V3 V11 V12 V13 V14 V15 V16 V17 V18 V19 V4 V7 V5 V6 T2 T3 T1 V8 V10 V20 V21 V22 V23 V24 V25 V26 V27 V28 V29 V30 V31 V9 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C19 C14 C15 C16 C17 C18 C20 C13 \W7.11105; ESTRUCTURA S/PLANTA BAJA TENSOR / ESPESOR TABIQUE = 0.15mts ESC.: 1:100 5 5 7 5 10 8 6 2 4 E.M. E.M. V201 V202 V203 V211 V212 V213 V214 V215 V216 V217 V218 V219 V220 V221 V222 V223 V224 V225 V226 V227 V228 V229 V230 V231 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C15 C16 C17 C18 C13 \W5.01063; ESTRUCTURA S/PLANTA 2º PISO 9 3 1 11 1 3 V302 T3 T1 V308 V325 V309 C2 C3 C6 2 V232 V233 V234 \W9.41888; ESTRUCTURA \W7.03391; S/AZOTEA 1 V402 T3 V425 M410 C2 C3 C6 \W8.37436; ESTRUCTURA S/ \W7.10573; SALA de MAQUINAS T1 (*) MEDIDAS EXTERNAS 5 5 \W0.63144; ESTRUCTURA DEL TANQUE \W0.63144; DE RESERVA DE AGUA CORTE A-A V105 V106 T2 V108 V110 V109 V205 V206 T2 V208 V210 V209 E E E E V408 5 3 1 4 2 5 6 7 5 +-0.00 +8.60 +5.80 +3.00 +0.20 +12.50 +9.90 5 5 -1.00 L.M. 5 5 5 5 TAPA BASE TABIQUE LATERAL TABIQUE INTERMEDIO TABIQUE LATERAL TABIQUE LATERAL TABIQUE LATERAL 5 5 E.M. E.M. 5 5 E.M. E.M. \W9.56769; PLANTA BAJA ESC.: 1:100 5 5 ESC.: 1:100 ESC.: 1:100 L.M. E.M. E.M. A A HALL DE ACCESO OFICINA ORDENANZA OFICINA SEGURIDAD SALA DE REUNIONES OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA OFICINA TENSOR E.M. E.M. HALL \W0.30717; AZOTEA ACCESIBLE SECTOR MOSTRADORES SECTOR MOSTRADORES HALL S.M. E E V310 V326 E 5 5 13 5 5 T3 T1 T3 T1 E.M. E.M. E.M. E.M. L.M. L.M. E.M. E.M. E.M. E.M. L.M. A A A A \W7.47245; PLANTA 1° PISO \W7.47245; PLANTA 2° PISO L.M. E.M. E.M. E.M. E.M. L.M. A A L.M. E.M. E.M. E.M. E.M. L.M. \W6.73933; AZOTEA A A A A A A TENSOR TENSOR TENSOR TENSOR TENSOR L.M. E.M. E.M. E.M. E.M. L.M. L.M. E.M. E.M. E.M. E.M. L.M. E.M. E.M. E.M. E.M. TENSOR / ESPESOR TABIQUE = 0.15mts ESC.: 1:100 TENSOR / ESPESOR TABIQUE = 0.15mts ESC.: 1:100 REFUERZO V409 V426 CAPACIDAD 4.300 LTS A A V219 V218 V217 V119 V118 V117 V18 M19 M17 5 5 5 5 5 5 5 5 +0.20 N.P.T. C16 C16 C15 C15 C14 C14 C13 C13 \W2.87916; \LDETALLE PORTICO S/ PLANTA BAJAPORTICO S/ PLANTA BAJA C20 C19 \W7.74562; \LDETALLE TENSOR ESCALERATENSOR ESCALERA +0.20 N.P.T. TENSOR V25 +3.00 N.P.T. C2 V5 V2 ESC. 1:50 E.M. E.M. V22 V31 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B17 B18 B20 TENSOR ESC.: 1:100 TENSOR L.M. E.M. E.M. E.M. E.M. L.M. \W7.61401; \LPLANTA DE BASESDE BASES N.P.T + 0 .35 N.P.T + 0 .35 N.P.T -3.7 N.P.T + 0.08 N.P.T - 0.19 N.P.T -0.46 N.P.T - 0.73 N.P.T -1.05 N.P.T -1 N.P.T - 1.61 N.P.T - 1.27 N.P.T - 1.54 N.P.T - 1.81 N.P.T - 2.08 N.P.T - 2.35 N.P.T - 2.62 N.P.T - 2.89 N.P.T - 3.16 N.P.T - 3.43 N.P.T -3.7 N.P.T -3.7 B - B B - B C - C C - C N.P.T + 0 .35 N.P.T -3.7 E.M. E.M. V22 V31 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B19 B17 B18 B20 TENSOR ESC.: 1:100 TENSOR L.M. E.M. E.M. E.M. E.M. L.M. \W7.61401; \LPLANTA DE BASESDE BASES

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Escalator
Tags	autocad, base, block, details of foundation, DWG, footings, FOUNDATION, foundations, fundament, piles, pilotines, structural