Sewer Plane DWG Block for AutoCAD

Plane of slab sewer

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

Diam., Rod bend table, Anchor length with hook type, welding, Rods of the major in these cases the rods will be welded according to the previous detail using electrodes, In any case it will be allowed to join in the same section more of the one of the will not be admitted overlaps in, cut, plant, Diam., Vars, List of rods, Long Tot., Num., sketch, weight, view, variable, view, cut, variable, Vars, Vars, Vars, Vars, Vars, Vars, its T., Vars, Vars, Vars, Vars, its T., its T., cut, variable, view, Eave detail, Side elevation, Front elevation, Vars, Diam., cut, welding, Anchor length with hook type, In any case it will be allowed to join in the same section more of the one of the will not be admitted overlaps in, Rods of the major in these cases the rods will be welded according to the previous detail using electrodes, Rod bend table

Raw text data extracted from CAD file:

\A1;40 \A1;152 \A1;20 \A1;30 \A1;20 \A1;152 \A1;VARIABLE \A1;VARIABLE \A1;150 \A1;130 \A1;110 \A1;90 \A1;81 \A1;81 \A1;162 \A1;110 \A1;150 \A1;40 \A1;80 \A1;90 \A1;VARIABLE \A1;VARIABLE \A1;110 \A1;150 \A1;40 \A1;80 \A1;90 \A1;30 \A1;VARIABLE \A1;30 \A1;130 \A1;20 \A1;20 \A1;20 \A1;5 \A1;5 \A1;5 \A1;152 \A1;20 \A1;130 \A1;5 \A1;5 diam. 5 6 4 3 2.5 2 TABLA DE DOBLEZ DE VARILLA 0.3 a 0.6 0 a 0.2 B F C A F- LONGITUD DE ANCLAJE CON GANCHO TIPO “L” soldadura VARILLAS DEL No.8 O MAYOR EN ESTOS CASOS LAS VARILLAS SE SOLDARAN DE ACUERDO AL DETALLE ANTERIOR USANDO ELECTRODOS E-90 EN NINGUN CASO SE PERMITIRA EMPALMAR EN UNA MISMA SECCION MAS DEL 33% DE LAS VARILLAS, * NO SE ADMITIRAN TRASLAPES EN 70 45 70 60 * 135 * * 95 E F D 15 20 15 60 35 70 45 45 30 10 10 10 35 30 20 20 30 20 45 20 — — — 38 30 70 60 C B A 10 10 10 10 15 10 10 15 8 6 5 5 30 30 30 30 25 25 E CORTE A 0 a 0.2 D 45 o A 8 12 10 PLANTA 4C 4C F D c 114 8 374 8 a d b 7 14 14 146 10 24 50 50 9 30 4C 3C 3C 4C DIAM. B E C A VARS. LISTA DE VARILLAS LONG. TOT. 342 8 100 4 100 8 100 50 (cm.) NUM. c b a CROQUIS 14 – – – b b 114 100 100 100 a 50 50 – – – – – – d c 27 4 4 50 (kg) PESO 337 \A1;90° \A1;90° \A1;122 \A1;VARIABLE \A1;VARIABLE A A’ \A1;VARIABLE \A1;VARIABLE 162 150 20 80 130 40 90 122 VISTA A-A’ B’ B 40 152 20 30 20 152 VARIABLE VARIABLE 150 130 110 90 VISTA B-B’ C C’ CORTE C-C’ 81 81 \A1;20 \A1;122 \A1;20 162 110 20 20 150 40 80 90 20 10 \A1;130 D D’ VARIABLE VARIABLE C’ C VARS. #4 @20CM (VARS. D) (VARS. B) VARS. #4 @20CM VARS. #4 @20CM (VARS. A) (VARS. C) VARS. #3 @20CM (VARS. C) VARS. #3 @20CM (VARS. A) VARS. #4 @20CM (VARS. E) 2 VARS. #3 EST. #4 @20CM (VARS. F) D D’ 150 90 80 110 20 20 20 40 \A1;130 VARS. #4 @20CM (VARS. B) VARS. #4 @20CM (VARS. A) 2 VARS. #3 (VARS. E) 2 VARS. #3 (VARS. E) (VARS. F) EST. #4 @20CM (VARS. F) EST. #4 @20CM CORTE D-D’ 30 VARIABLE 30 a d (PARA ml) E E’ 150 VISTA E-E’ 80 20 122 162 90 40 130 20 20 130 20 20 20 5 \A1;5 5 5 152 DETALLE DE ALERO 20 130 \A1;5 5 5 ALZADO LATERAL ALZADO FRONTAL VARS. #3 @20CM VARS. #3 @20CM VARS. #3 @20CM VARS. #3 @20CM 20 30 20 20 30 35 10 25 10 10 25 30 30 45 45 70 35 60 15 30 20 30 30 15 5 2 5 6 2.5 3 A o 45 D 8 4 15 6 10 5 10 15 10 10 10 10 A B diam. C D F E 95 * * 135 * 60 60 70 70 30 10 38 12 0 a 0.2 CORTE A — — — 20 8 45 45 70 A C F E B 0 a 0.2 0.3 a 0.6 soldadura F- LONGITUD DE ANCLAJE CON GANCHO TIPO “L” EN NINGUN CASO SE PERMITIRA EMPALMAR EN UNA MISMA SECCION MAS DEL 33% DE LAS VARILLAS, * NO SE ADMITIRAN TRASLAPES EN VARILLAS DEL No.8 O MAYOR EN ESTOS CASOS LAS VARILLAS SE SOLDARAN DE ACUERDO AL DETALLE ANTERIOR USANDO ELECTRODOS E-90 TABLA DE DOBLEZ DE VARILLA