Details Footing And Slab DWG Detail for AutoCAD

Here are the details of footing and slab and descriptions of each

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

castle with section cm. with vs of estribus cm, chain of reinforced concrete with v’s of m. section m., double slab, reinforced with welded mesh, compression layer thickness cm, consolidation model of poor concrete with fc of, compacted inert material, desplate chain with an fc armed with stirrups vs, concrete with a fc of, application of waterproofing seal gray tex brand retex in chains foundations, wire mesh, shoe of armada with vs of cm both directions, fc column data armed with vs of stirrups of, isolated shoe detail, esc:, chain of cm. of section of reinforced concrete with rods stirrups each cm., castle of cm. of section of reinforced concrete with rods stirrups each cm., slab detail, Concrete slab of cm of esp. punctured with double slab reinforced with vra ribs. in both directions, without esc, chain detail, without esc, chain detail, without esc, detail slab, without esc, chain of reinforced concrete with vs of est. cm, double slab, compression layer thickness cm armed with welded mesh of, castle with section with vs of estr.

Raw text data extracted from CAD file:

\A1;0,15 CASTILLO CON SECCION 15x20x40 CM. CON 4 VS DE 3/8 Y ESTRIBUS # 2 @ 0.20 CM CADENA DE CONCRETO F’c=250 KG/CM2 ARMADO CON 4 V’s DE 1/2 Y E #3 @ 0.15 M. SECCION 0.15X0.20 M. DOBLE LOSA DE 0.10 X 0.20 X 0.40 0,15 ARMADA CON MALLA ELECTROSOLDADA 6-6/10-10 CAPA DE COMPRESION ESPESOR 5 CM 0.10 0.20 0.15 0.20 0.15 0.40 0.10 0.40 0.10 1.00 0.40 0.10 0.40 PLANTILLA DE CONSOLIDCION DE CONCRETO POBRE CON FC DE 100 KG/CM2 COMPACTADO DE MATERIAL INERTE CADENA DE DESPLATE CON UN FC 200 KG/CM2 ARMADA CON 4 VS DE # 4 Y ESTRIBOS DE #2 @ 0.20 FIRME DE CONCRETO SIMPLE CON UN FC DE 150 KG/CM2 APLICACIONDE IMPERMEABILIZANTE SELLO TEX GRIS DE LA MARCA RETEX EN CADENAS Y CIMENTACION MALLAELECTROSOLADA ZAPATA DE 0.20 X 1.00 ARMADA CON VS DE 3/8 @ 0.20 CM AMBOS SENTIDOS DADO DE COLUMNA DE 0.30X0.30 DE FC 200 KG/CM2 ARMADA CON 4 VS DE # 4 Y ESTRIBOS DE #2 @ 0.20 DETALLE DE ZAPATA AISLADA ZAC-1 ESC: 1:25 0.20 0.15 CADENA DE DESPLANTE DE 15X20 CM. DE SECCION DE CONCRETO F´C=150 K/CM2 ARMADO CON 4 VARILLAS #3 ( 3/8″ ) Y ESTRIBOS #2 ( 1/4″ ) A CADA 20 CM. 0.20 0.15 CASTILLO DE 15X20 CM. DE SECCION DE CONCRETO F´C=150 K/CM2 ARMADO CON 4 VARILLAS #3 ( 3/8″ ) Y ESTRIBOS #2 ( 1/4″ ) A CADA 20 CM. DETALLE DE LOSA LOSA DE DE CONCRETO Fc=200Kg/CM2 DE 15 CM DE ESP. AGUJERADA CON DOBLE LOSA Y ARMADO CON NERVADURAS DE C/2 VRA. #3 EN AMBOS SENTIDOS Y MALLA 66/10-10 0.40 0.10 0.40 0.10 1.00 SIN / ESC DETALLE CADENA C-1 SIN / ESC DETALLE CADENA K-1 SIN / ESC 0.10 0.40 0.10 0.40 DETALLE LOSA SIN / ESC CADENA DE CONCRETO FC= 250 KG/CM2 ARMADO CON 4 VS DE 3/8 EST. DE # @ 0.20 CM DE0.15 X 0.20 DOBLE LOSA DE 0.10 X 0.20 X 0.40 CAPA DE COMPRENSION ESPESOR 0.05 CM ARMADA CON MALLA ELECTROSOLDADA DE 6-6/10-10 CASTILLO CON SECCION 0.15 X 0.40 CON 4 VS DE 3/8 Y ESTR. # 2 @ 0.20CM