Warehouse DWG Block for AutoCAD

Architectural and engineering drawings of a warehouse in Chile.

Drawing labels, details, and other text information extracted from the CAD file:

acceso, sshh, s a l a d e v e n t a s, m e s ó n d e a t e n c i ó n, e s t a n t e r i a s, o f i c i n a, k i t c h e n n e t, b o d e g a, corte a – a’, elevación principal, elevación posterior, p a s i l l o, corte b – b’, s a l a d e a l m a c e n a j e, eje medianero – propiedad vecina, planta de cubierta, a r e a d e a c o p i o, venta, elevacion principal, area de acopio, planta de fundaciones, eje de la cumbrera, borde entrepiso, planta de entrepiso, perfil tubular, osb estructural, planta de techumbre, plancha fibrocemento, onda estándar, caballete fibrocemento, onda estándard, canaleta pvc, elevación estructural eje d, elevación estructural eje a, polietileno, estabilizado, compactado, terreno, natural, nivel, radier, malla sup., corte escantillón a-a, detalle unión muro-pilar, bloque de cemento

Raw text data extracted from CAD file:

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\A1;0.80 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.10 PLANTA DE ARQUITECTURA 1º NIVEL ESC. 1 / 50 1 2 3 4 6 7 8 9 10 11 5 ACCESO 12 SSHH 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 46.00 1 2 3 4 6 7 8 9 10 11 5 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A’ B B’ A’ 1 6 7 2 3 5 8 1 7 2 3 5 8 S A L A D E V E N T A S M E S Ó N D E A T E N C I Ó N M E S Ó N D E A T E N C I Ó N E S T A N T E R I A S O F I C I N A O F I C I N A M E S Ó N D E A T E N C I Ó N M E S Ó N D E A T E N C I Ó N E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S K I T C H E N N E T S A L A D E V E N T A S B O D E G A 4 4 0.00 npt 0.00 npt 0.00 npt + 2.63 npt + 2.63 npt CORTE A – A’ 0.00 npt + 2.63 npt 0.00 npt 0.00 npt + 2.63 npt ELEVACIÓN PRINCIPAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACIÓN POSTERIOR 5 S A L A D E V E N T A S P A S I L L O K I T C H E N N E T ESC. 1 / 50 CORTE B – B’ ESC. 1 / 50 S A L A D E V E N T A S S A L A D E A L M A C E N A J E S A L A D E A L M A C E N A J E 5 5 5 5 5 ESC. 1 / 50 5 ESC. 1 / 50 1 6 7 8 9 10 11 5 12 6 7 8 9 10 11 5 12 A A’ B’ 1 7 8 1 6 7 8 A F A F E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S E S T A N T E R I A S \W7.54242; O F I C I N A C O N T A B I L I D A D O F I C I N A SSHH PLANTA DE ARQUITECTURA 2º NIVEL ESC. 1 / 100 P A S I L L O S A L A D E A L M A C E N A J E S A L A D E A L M A C E N A J E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1 / 100 P E N D I E N T E 30.94 % P E N D I E N T E 30.94 % P E N D I E N T E 14.32 % 5 5 17.50 46.00 5 5 5 5 5 Eje Medianero – Propiedad Vecina Eje Medianero – Propiedad Vecina 46.00 5 5 5 5 PLANTA DE CUBIERTA 6 2 3 5 2 3 5 4 4 B EDIFICACION “A” EDIFICACION “A” EDIFICACION “A” EDIFICACION “A” EDIFICACION “A” EDIFICACION “A” EDIFICACION “A” 5 PLANTA DE ARQUITECTURA 1º NIVEL ESC. 1 / 100 EDIFICACION “C” 5 A R E A D E A C O P I O VENTA ACCESO \W1.17505; ACCESO SECUNDARIO \W1.74493; SALIDA \W1.01843; A PATIO 5 PLANTA DE CUBIERTA ESC. 1 / 100 EDIFICACION “C” ELEVACION PRINCIPAL ESC. 1 / 100 EDIFICACION “C” 5 5 5 5 5 A’ A 5 5 5 5 5 AREA DE ACOPIO \L+\l 0.00 npt PLANTA DE FUNDACIONES ESC. 1 / 50 ACCESO 1 7 9 2 4 6 1 9 2 4 6 5 5 A C D A C D 7 LOSA e = 20 cms MALLA SUP. C -158 LOSA e = 20 cms MALLA SUP. C -158 LOSA e = 20 cms MALLA SUP. C -158 LOSA e = 20 cms MALLA SUP. C -158 5 5 5 5 5 5 5 5 5 5 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 ALB. e=10 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 5 5 5 5 5 5 5 5 EJE DE LA CUMBRERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 ALB. e=10 ALB. e=10 1d12 1d12 1d12 1d12 5 5 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 P1 P1 5 5 5 5 5 5 PLANTA DE ESTRUCTURA 1º PISO ESC. 1 / 50 ACCESO 1 7 9 2 4 6 1 9 2 4 6 5 5 A D A D 7 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 5 5 5 5 5 5 5 5 EJE DE LA CUMBRERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 1d12 1d12 1d12 1d12 5 5 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 P1 P1 5 5 5 5 5 5 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 ACCESO 1 7 9 2 4 6 1 9 2 4 6 5 5 7 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 5 5 5 5 5 5 5 5 EJE DE LA CUMBRERA 5 5 5 5 5 5 5 5 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 P1 P1 1d12 1d12 1d12 1d12 5 5 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 P1 P1 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 CANAL “C” 100/50/3 BORDE ENTREPISO BORDE ENTREPISO BORDE ENTREPISO BORDE ENTREPISO 1d12 1d12 5 1d12 PLANTA DE ESTRUCTURA 2º PISO ESC. 1 / 50 BORDE ENTREPISO ACCESO 1 7 9 2 4 6 1 9 2 4 6 5 5 7 5 5 5 5 5 5 5 5 EJE DE LA CUMBRERA 5 ACCESO 1 7 9 2 4 6 1 9 2 4 6 5 5 7 BORDE ENTREPISO BORDE ENTREPISO BORDE ENTREPISO BORDE ENTREPISO BORDE ENTREPISO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE ENTREPISO ESC. 1 / 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERFIL TUBULAR 100/50/3 PERFIL TUBULAR 100/50/3 PERFIL TUBULAR 100/50/3 PERFIL TUBULAR 100/50/3 PERFIL TUBULAR 100/50/3 PERFIL TUBULAR 100/50/3 OSB ESTRUCTURAL e= 15 mm. OSB ESTRUCTURAL e= 15 mm. PLANTA DE TECHUMBRE ESC. 1 / 50 5 P1 P1 5 5 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 CERCHA TIPO 1 8 8 8 8 P1 P1 1d12 1d12 P1 P1 1d12 1d12 8 8 8 8 CERCHA TIPO 1 5 5 8 8 P1 P1 1d12 1d12 1d12 3 3 P1 P1 5 3 3 P1 P1 3 3 3 3 3 3 P1 P1 5 5 5 CERCHA TIPO 1 PLANCHA FIBROCEMENTO ONDA ESTÁNDAR COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 COSTANERA CANAL “C” 100/50/2 EJE DE LA CUMBRERA CABALLETE FIBROCEMENTO ONDA ESTÁNDARD PLANCHA FIBROCEMENTO ONDA ESTÁNDAR CANALETA PVC PERFIL 25-4 CANALETA PVC PERFIL 25-4 5 5 5 5 5 5 5 5 5 5 1d12 1d12 1 7 9 2 4 6 5 8 3 5 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 0.98 m 1d12 L= 1.88 m 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 N.±0.0 N.+2.60 5 5 5 5 N.+5.03 5 5 5 5 5 N.±0.0 1 7 9 2 4 6 5 8 3 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 1d12 L= 5.7 m 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 3 ESC d 4.2 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 2 CANAL “C” 100/50/3 CANAL “C” 100/50/3 N.±0.0 N.+2.60 5 5 5 5 N.+5.03 5 5 5 5 5 N.±0.0 1d12 L= 5.7 m 1d12 L= 5.7 m ELEVACIÓN ESTRUCTURAL EJE D ESC. 1 / 50 ELEVACIÓN ESTRUCTURAL EJE A ESC. 1 / 50 1 B B 5 P1 P1 P1 P1 P1 P1 P1 1d12 1d12 C C B B C C B B C C B B C C B B A D A D A D A D A D A D 5 5 5 5 5 0.80 2.50 0.10 2.38 5 0.10 0.80 A B PERFIL TUBULAR 100/50/3 OSB ESTRUCTURAL e= 15 mm. 0.20 0.25 0.30 0.10 POLIETILENO e= 0.4 mm. ESTABILIZADO COMPACTADO TERRENO NATURAL NIVEL RADIER 0.10 MALLA SUP. C-158 3d12 4d12 2d12 2d10 2d12 2d10 Ed6@20 Ed6@20 A A CORTE ESCANTILLÓN A-A ESC. 1 / 20 DETALLE BASE PILAR 1 DETALLE UNIÓN MURO-PILAR ESC. 1 / 5 ESC. 1 / 5 PERFIL 100 x 50 x 3 PLETINA 300 x 300 x 6 PERFIL 100 x 100 x 3 PERFIL 100 x 50 x 3 BLOQUE DE CEMENTO e= 9 cm. BLOQUE DE CEMENTO e= 9 cm. PERFIL 100 x 100 x 3 PERFIL 100 x 50 x 3 PERFIL 100 x 50 x 3