Camera Reduction Of Pressure DWG Detail for AutoCAD

Camera reduction of pressure – Structure details

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

underside, Upper face, beam, Esc., plant, beam, Income pipeline, projection, Pressure reducing chamber, typical, Removable slab, beam, cut, Esc., both senses, reinforcement, Sole, underside, Esc., Roof plant, Pressure reducing chamber, beam, beam, beam, Rto., Rto., Rto., In corners, They fold, Secc., Cross section slabs, On each handle, Fire wings, see detail, plant, elevation, Esc., detail, The removable slab, Seal the gasket, Which allows withdrawal, When you have to take out, Iron wings, On each slab, Tubes, Seal with pitch, welding, Points of, Tecnoport, tube, For wing pass, Esc., Secc., Prefabricated removable slabs, Ceiling to floor beams, Typical sections

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.10 \A1;0.30 \A1;4.60 \A1;0.30 \A1;0.30 \A1;2.50 \A1;0.30 \A1;.05 \A1;0.15 \A1;0.23 \A1;0.07 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.18 \A1;0.07 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.29 \A1;1.20 \A1;0.10 \A1;1.20 \A1;0.09 \A1;1/2″ \A1;0.07 \A1;0.025 \A1;0.075 \A1;3/4″ \A1;1/2″ \A1;1/2″ \A1;0.29 \A1;0.29 \A1;0.29 \A1;0.29 \A1;1/2″ \A1;1/2″ \A1;1/2″ \A1;0.12 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.30 \A1;0.75 \A1;0.07 (Tipico) -1.0 -1.0 c/cara d 3/8″a 0.25 c/cara d 3/8″a 0.25 d 3/8″a 0.25 c/cara A A c/cara -1.0 -1.0 -1.0 5 d 3/8″a 0.25 A d 3/8″a 0.25 c/cara d 3/8″a 0.25 c/cara A Cara Inferior d 3/8″a 0.20 Cara Superior d 3/8″a 0.20 (Tipico) c/cara d 3/8″a 0.25 c/cara V-2 d 3/8″a 0.18 V-1 V-3 5 -1.0 -1.0 5 VIGA V-2 0.25×0.40 VIGA V-2 0.25×0.40 VIGA V-1 0.30×0.40 VIGA V-1 0.30×0.40 ESC. 1/20 PLANTA -1.0 d 3/8″a 0.25 c/cara d 3/8″a 0.25 c/cara V-1 VIGA V-3 0.25×0.20 c/cara d 3/8″a 0.25 DUCTO INGRESO PROYECCION c/cara d 3/8″a 0.25 d 3/8″a 0.25 c/cara c/cara CAMARA REDUCTORA DE PRESION d 3/8″ a 0.20 (Cara Superior) d 3/8″ a 0.20 (Cara Inferior) Tipico 5 4 LOSA REMOVIBLES d 3/8″ a 0.20 (Cara Superior) d 3/8″ a 0.20 (Cara Inferior) d 3/8″ a 0.20 (Cara Inferior) d 3/8″ a 0.20 (Cara Superior) VIGA V-1 0.30×0.40 VIGA V-1 0.30×0.40 VIGA V-3 0.25×0.20 VIGA V-2 0.25×0.40 VIGA V-2 0.25×0.40 CORTE A-A ESC. 1/20 D=0.60 d 3/8″a 0.25 Ambos Sentidos d 1/2″ REFUERZOS d 3/8″ a 0.20 (Cara Inferior) d 3/8″ a 0.20 (Cara Superior) d 3/8″ a 0.20 (Cara Inferior) d 3/8″ a 0.20 (Cara Superior) -1.0 f’c=100Kg/cm2 SOLADO d 3/8″a 0.20 Cara Inferior ESC. 1/25 PLANTA TECHO CAMARA REDUCTORA DE PRESION VIGA V-3 (.25x.20) ESC.1/10 ESC.1/10 VIGA V-2 (.25x.40) ESC.1/10 VIGA V-1 (.30x.40) d 1/4 1 a 0.05, 4 a 0.10 Rto. a 0.20 -1.0 -1.0 4 d 1/2″ Rto. a 0.20 d 1/4 1 a 0.05, 4 a 0.10 -1.0 -1.0 -1.0 -1.0 4 d 1/2″ 2 d 1/2″ Rto. a 0.20 d 1/4 1 a 0.05, 4 a 0.10 4 d 5/8″ 2 d 5/8″ -1.0 -1.0 -1.0 -1.0 -1.0 EN ESQUINAS d 3/8″ DOBLAN 0.20 ESC.1/10 SECC. b – b ESC.1/10 CORTE TRANSVERSAL LOSAS d 3/8″ EN CADA ASA 2 ASAS DE FIERRRO 1/2″ 1/2″ 1/2″ -1.0 -1.0 -1.0 -1.0 3 d 3/8″ a 0.08 13 d 3/8″ a 0.10 VER DETALLE “A” PLANTA ESC.1/10 ELEVACION ESC. 1/5 DETALLE “A” LA LOSA REMOVIBLE SELLAR CON BREA LA JUNTA QUE PERMITA RETIRAR CUANDO SE TENGA QUE SACAR 1/2″ 1/2″ 2 ASAS DE FIERRO d 3/8″ EN CADA LOSA PVC-SAP TUBOS d 1/2″ SELLAR CON BREA 3/4″ 5 0.025 P ” L ” 4″x2.3/4″x1/4″ 5 SOLDADURA PUNTOS DE TECNOPORT 1/2″ -1.0 5 -1.0 3 d 3/8″ a 0.08 13 d 3/8″ a 0.08 -1.0 -1.0 13 d 3/8″ a 0.08 3 d 3/8″ a 0.08 TUBO d 1/2 PVC-SAP PARA PASE DE ASAS ESC. 1/25 SECC. a – a -1.0 .05 LOSAS REMOVIBLES PREFABRICADAS VIGAS 15-A,B,C,E – TECHO 2º AL 4º PISO -1.0 SECCIONES TIPICAS A -1.0 -1.0 d 3/8″a 0.25 d 3/8″a 0.25 -1.0