Laboratory DWG Detail for AutoCAD

Laboratory plane – Plants – Elevations – Details

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

dice, its T. v’s cms., v’s, column, its T. v’s cms., lock, v’s, its T. v’s cms., solid slab, v’s in grid cm. in both ways, Counter, v’s, its T. cms., shoe plant, v’s of cm. in both ways, dice, cut, template, its T. v’s cm., shoe, column anchor length, n.p.t., its T. v’s cm., Counter, column, main facade, esc, cimentacion plant, esc, Counter, cross-section, esc, shoe, column, Wall, lock, column, architectural plant, esc, laboratory, the dimensions govern the drawing., Public Works, April, indicated, date, mpio from chinampa to see., scale, His p. total const., key, laboratory, Location:, draft:, state government of veracruz, the levels will be checked at the construction site., the dimensions are given in meters., notes:, location, back facade, esc, lateral facade, esc, longitudinal cut, esc

Raw text data extracted from CAD file:

8.049119358392588 DADO 8.049119358392588 Est. V’s 3/8 @ 25 cms. 10 V’s 3/4″ 10 V’s 3/4″ 1.298785477166374 COLUMNA 1.298785477166374 Est. V’s 3/8″ @ 20 cms. TRABE -10.25284632206174 -10.25284632206174 4 V’s 3/4″ 4 V’s 3/8″ Est. V’s 3/8″ @ 20 cms. \A1;0.10 -1.55798412467246 LOSA MACIZA V’s de 3/8″ en cuadricula @ 20 cm. en ambos sentidos \A1;0.25 \A1;0.45 \A1;0.55 \A1;0.35 \A1;0.07 \A1;1.20 \A1;1.20 \A1;3.97 \A1;3.00 \A1;0.10 \A1;3.00 \A1;3.00 \A1;9.00 \A1;2.50 \A1;1.50 \A1;5.22 \A1;8.00 \A1;0.10 \A1;7.55 \A1;8.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.45 \A1;3.00 \A1;9.00 \A1;2.75 \A1;3.00 \A1;0.25 \A1;3.00 \A1;1.20 \A1;1.04 \A1;0.10 \A1;0.40 \A1;0.63 \A1;0.25 \A1;2.75 \A1;2.75 \A1;0.25 \A1;0.25 \A1;9.00 \A1;0.45 \A1;0.25 \A1;9.00 \A1;3.00 \A1;0.60 \A1;3.00 \A1;3.00 \A1;0.97 \A1;8.00 \A1;7.55 \A1;0.45 \A1;0.45 \A1;2.75 \A1;3.00 \A1;9.00 \A1;3.00 \A1;2.75 \A1;0.25 \A1;0.25 \A1;3.00 \A1;2.75 \A1;0.25 \A1;0.25 \A1;8.00 \A1;1.03 \A1;0.14 \A1;0.14 \A1;1.00 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.40 -4.302065888687988 CONTRATRABE -4.302065888687988 4 V’s 1/2″ Est. 1/4 @ 20 cms. \A1;1.20 \A1;1.20 PLANTA ZAPATA -3.30699751863734 -3.30699751863734 V’s de 1/2″ Ø @ 15 cm. en ambos sentidos \A1;1.20 \A1;0.55 \A1;0.30 \A1;0.07 \A1;0.25 \A1;0.10 DADO CORTE -1.395512225568663 PLANTILLA -1.395512225568663 -1.395512225568663 -1.395512225568663 -1.395512225568663 est. V’s @ 25 cm. ZAPATA Longitud de anclaje de columnas N.P.T. est. V’s @ 20 cm. CONTRATRABE -1.395512225568663 COLUMNA \A1;5.22 \A1;1.50 \A1;9.00 \A1;3.00 \A1;1.00 \A1;1.13 \A1;0.07 \A1;3.00 \A1;3.00 \A1;0.25 \A1;0.36 \A1;0.20 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.97 \A1;1.03 \A1;0.20 \A1;2.50 \A1;0.14 \A1;0.10 \A1;3.97 \A1;8.00 \A1;0.14 \A1;2.50 \A1;0.20 \A1;1.04 \A1;0.10 \A1;0.10 \A1;0.81 \A1;8.00 \A1; \A1; \A1; \A1; FACHADA PRINCIPAL ESC. 1:75 5 5 PLANTA DE CIMENTACION ESC. 1:75 5 5 5 5 5 5 5 5 5 CT CT 5 5 5 Z Z 5 5 CT CT CT 5 Z Z CT 5 CONTRATRABE 5 5 CORTE TRANSVERSAL Y-Y’ Z Z CT ESC. 1:75 5 5 5 ZAPATA ZAPATA 5 5 CT CT 5 COLUMNA MURO Z Z CT 5 5 TRABE COLUMNA 5 5 5 5 5 5 5 5 5 5 5 PLANTA ARQUITECTONICA 5 5 ESC. 1:75 5 5 5 5 5 5 5 5 Y 5 5 5 5 5 5 5 5 5 Y 5 5 5 5 5 5 LABORATORIO 5 E O S * LAS COTAS RIGEN AL DIBUJO. OBRAS PUBLICAS ABRIL 2003 INDICADA FECHA ARQ-01 MPIO. DE CHINAMPA DE GTZA, VER. 106.08 m² ESCALA SUP. TOTAL CONST. CLAVE LABORATORIO UBICACION: PROYECTO: GOBIERNO DEL ESTADO DE VERACRUZ * LAS COTAS Y NIVELES SE VERIFICARAN EN OBRA. * LAS COTAS ESTAN DADAS EN METROS. NOTAS: LOCALIZACIÓN N O T I C C T E C O U R Y C T R U R T I E P Q Y A 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA POSTERIOR 5 5 ESC. 1:75 5 5 5 5 5 5 5 5 5 5 FACHADA LATERAL ESC. 1:75 5 5 5 5 5 O A R U T L 5 5 CORTE LONGITUDINAL X-X’ ESC. 1:75 5 X X