Warehouse, Plans–Skanska DWG Plan for AutoCAD

Plan, a metal warehouse Skanska.

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

mezzanine floor, scale, std channel, roof plant, scale, typical, existing wall, ridge axis, std channel, std beam, existing, channel, boarded up, channel, nfp, cross section, scale, typical strap, scale, scale, scale, column, scale, channels, columns, reinforcement at rest, plant, scale, striated, channel, typical elevation, scale, stairs, metal roof structure, drawing adolfo rodriguez guevara, details metal structure, drawing adolfo rodriguez guevara

Raw text data extracted from CAD file:

\A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;5.50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;5.50 \A1;3.00 \A1;.50 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.50 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;6.00 \A1;3.00 \A1;.20 \A1;2.80 \A1;.60 \A1;.60 \A1;.60 \A1;1.00 \A1;.80 \A1;3.00 \A1;5.50 \A1;.80 \A1;.80 \A1;5.00 \A1;.90 \A1;.52 \A1;.90 \A1;1.00 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.30 \A1;.30 \A1;.30 \A1;3.00 \A1;.30 \A1;.60 \A1;4″ \A1;3″ \A1;.25 \A1;1.10 \A1;2.35 \A1;.25 \A1;.05 \A1;.25 \A1;.05 \A1;.25 \A1;.05 \A1;.15 \A1;1.10 \A1;.75 \A1;1.10 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;2.57 \A1;2.57 \A1; \A1; 5 5 5 5 5 5 5 PLANTA MEZZANINE ESCALA 1/50 5 5 C B A 2 3 1 4 5 6 7 8 9 CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# CANAL STD 4″x5.4# \A1; VM-201 VM-201 VM-201 VM-201 VM-201 VM-201 VM-201 5 5 5 5 5 5 5 PLANTA TECHO S/C:30 Kg/m2) ESCALA 1/50 VM-100 VM-101 VM-101 VM-101 VM-101 VM-101 VM-101 VM-101 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 \A1;CRUCETA TIPICA d1/2″ MURO EXISTENTE 5 5 5 C B A 2 3 1 4 5 6 7 8 9 4″x5.4# (8 K/M) 4″x5.4# (8 K/M) EJE DE CUMBRERA CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 CR-1 VM-100 VM-100 VM-100 VM-100 VM-100 VM-100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;2″x2″x1/8″ \A1; 2″x2″x3/16″ \A1;2<1"x1"x1/8" \A1;2"x2"x3/16" 5 5 5 CANAL STD 4"X5.4# (8.10 K/M) VIGA I STD 6"x12.5# (18.6K/M) VM-100 VM-101 \A1;MURO EXISTENTE \A1; CM-1 \A1; CM-1 5 5 5 5 VM-201 \A1;<2"x2"x1/8" 5 5 \A1;P 8"x8"x1/2" \A1;L \A1;1d1/2" \A1; 2< 2"x2"x1/8" 5 \A1;TIPICO 5 CANAL 4"x5.4# (8 K/M) ENTABLONADO e:2" CANAL 4"x5.4# (8 K/M) \A1; CM-1 \A1; CM-1 5 d2" d1 1/2" 1"@.50m NFP 5 5 SECCION TRANSVERSAL ESCALA 1/25 5 5 5 5 5 5 5 5 CORREA TIPICA CR-1 ESCALA 1/25 5 \A1;d1/2" X-X ESCALA 1/25 X X 5 \A1;d1/2" VM-100 ESCALA 1/25 \A1;1d3/8" \A1;1d1/2" \A1;2<1"x1"x1/8" \A1;2<2"x2"x1/8" 4" 3" COLUMNA CM-1 ESCALA 1/5 2 CANALES 4"x5.4# (16.07 K/M) 04 COLUMNAS CM-1 \A1;P 1/8" \A1;L 6"x2" (9.5K/M) 6"x2" (9.5K/M) 5 5 5 5 5 5 5 5 5 5 \A1;< 2"x1/8" REFUERZO EN EL DESCANSO \A1;< 2"x1/8" REFUERZO EN EL DESCANSO PLANTA ESCALA 1/50 1 2 3 4 5 6 18 17 16 15 14 13 7 8 9 10 11 12 5 5 5 5 5 5 \A1;P ESTRIADA 1/8" L \A1;< 1 \S1/2;"X1 \S1/2;"X\S1/8;" EN C/EXTREMO 5 CANAL 6"x2" (9.5 K/M) ELEVACION TIPICA ESCALA 1/10 ESCALERA (S/C:400Kg/m2) 5 5 TECHO - ESTRUCTURA METALICA DIBUJO : ADOLFO RODRIGUEZ GUEVARA DETALLES - ESTRUCTURA METALICA DIBUJO : ADOLFO RODRIGUEZ GUEVARA