Well Box Of Connection DWG Block for AutoCAD

Well connection box

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

C.a c., Type, Frame, Vars. Type c.a c., Frame, Plant, Cut, Lock, Frame, Of partition, Pedestrian bed, Frame, Lock, Variable, Brocal, Temp type, Frame, Cut, Slab inferior, Type c.a.c., Center type, Type c.a.c., Center type, Lock, Type c.a.c., Lock, Pavement, Type c.a.c., Stirrups, Type c.a.c., Vars., Slab inferior, Temp type, Vars., Type c.a.c., Frames, Center type, Type c.a.c., Stirrups, Type c.a.c., Vars., Center type, Stirrups, Type c.a c., Var., Vars. Type, Slab inferior, Lateral slab, Lock, Beams, Armed, The dotted rods are in the opposite plane of the, That piece, Armed with the rods that match precisely, For clarity only details of the, All the rods are of diameter, The hook is included in the length of each rod, Steel fatigue, Concrete resistance days, All distances are given in centimeters, The distances between rods are center centered, Type c.a c., Vars., C.a c., Vars. Type, Frame, Plant beams, Notes, Type c.a c., Vars. Type c.a c., Frame, Cut, Lateral slab, Type c.a c., Slab inferior, Side slabs, Beams, Material account, Sketch type, Type, Vars., Long Each type, Frames, Location, Diam

Raw text data extracted from CAD file:

8 c.a c. 2 VARS.1/2″ TIPO 4 MARCO “B” MARCO “B” 2 VARS. 3/8″ TIPO 5 12 c.a c. MARCO “B” PLANTA Q-Q CORTE D-D 14.5 TRABE “A” 60 o 45 D MARCO “B” DE TABIQUE CAMA DE PEDACERIA 170 MARCO “A” 170 20 60 Q TRABE “A” VARIABLE 120 14.5 91 60 25 BROCAL 60 TIPO 2 TEMP. MARCO “A” MARCO “B” P O Z O C A J A D E U N I O N CORTE F-F LOSA INFERIOR 45 o 60 D 25 120 25 TIPO 2 24 c.a.c. TIPO 5 12 c.a.c. VARS.1/2″ VARS.1/2″ 170 G VARS.1/2″ TIPO 2 CENTRO 1 VAR.1/2″ TIPO 2 16 c.a.c. 2 VARS.3/8″ TIPO 2 CENTRO 1 VAR.3/8″ TRABE “A” 10 25 170 TIPO 5 12 c.a.c. 14 VARS.1/2″ 25 106 TRABE “A” Q PAVIMENTO 25 TIPO 1 8 c.a.c. 2 VARS.1/2″ 25 ESTRIBOS 3/8″ 106 25 TIPO 1 8 c.a.c. 2 VARS. 3/8″ F 7 VARS.1/2″ LOSA INFERIOR F 170 TIPO 2 TEMP. VARS. 1/2″ TIPO 2 24 c.a.c. MARCOS A Y B TIPO 4 CENTRO 25 TIPO 1 16 c.a.c. 2 VARS.1/2″ 120 ESTRIBOS 3/8″ 1 VAR.1/2″ TIPO 1 16 c.a.c. 2 VARS. 3/8″ TIPO 4 CENTRO ESTRIBOS 3/8″ TIPO 2 c.a c. VARS.1/2″ 25 1 VAR. 3/8″ VARS. 3/8″ TIPO 2 LOSA INFERIOR LOSA LATERAL 25 120 25 TRABE “A” TRABES A G ARMADO. 8.- LAS VARILLAS PUNTEADAS QUEDAN EN EL PLANO OPUESTO DEL A ESA PIEZA ARMADO DE LAS VARILLAS QUE CORRESPONDEN PRECISAMENTE 7.- PARA MAYOR CLARIDAD SE INDICAN UNICAMENTE DETALLES DEL 6.- TODAS LAS VARILLAS SON DE 1/2″ Y 3/8″ DE DIAMETRO 5.- EN LA LONGITUD DE CADA VARILLA ESTA INCLUIDO EL GANCHO 4.- FATIGA DE ACERO 1200 KG/CM2 3.- RESISTENCIA DEL CONCRETO A 28 DIAS 125 KG/CM2 2.- TODAS LAS DISTANCIAS ESTAN DADAS EN CENTIMETROS 1.- LAS DISTANCIAS ENTRE VARILLAS SON DE CENTRO A CENTRO TIPO 2 8 c.a c. 2 VARS. 1/2″ 4 c.a c. 3 VARS. 1/2″ TIPO 2 MARCO “A” MARCO “A” 170 PLANTA TRABES A NOTAS : TIPO 2 c.a c. VARS. TIPO 2 24 c.a c. MARCO “A” CORTE G-G LOSA LATERAL 170 TIPO 2 12 c.a c. 4 VARS.3/8 ” VARS.1/2″ A 2 102 110 4 172 160 132 172 172 102 102 2 A C D 5 5 2 2 2 2 A B 4 3 2 5 2 4 3 1 2 2 40 22 62 28 90 LOSA INFERIOR 50 50 172 50 60 172 16 50 16 47 21 51 LOSAS LATERALES TRABES A Y B 110 110 102 110 110 110 CUENTA DE MATERIAL A D 1 CROQUIS TIPO C B 1 1 2 4 1 1 TIPO VARS. 46 35 102 46 22 22 62 72 22 62 LONG. CADA TIPO A 35 B 22 C 72 D MARCOS A Y B LOCALIZACION 1/2″ 3/8″ 3/8″ 1/2″ 1/2″ 3/8″ DIAM.