Valve Chamber DWG Section for AutoCAD

Valve Chamber DWG Section for AutoCAD

PLANT; SECTION;DETAILS AND IRON SCHEDULE OF A CHAMBE FOR VALVE FRON DRINKING WATER NET , DIAMETER of 400mm to 500 mm

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

standard, tube, funditube, standard, funditube, main network, Project supervision limit, area to work, symbology, secondary network, tertiary network, division of groups, hinged lid, recessed, metal plate, smooth, weld plate armor lower electrode, solder rod plate, d: hd, d: pvc, existing hd tube, valve chamber, section of tube, tee bbb pn, reducer bb mm, valve gate bb, union flange for universal coupling pn, short stretch bc, short leg bb, butterfly valve bb pn, dismantling board bb pn, reducer bb mm pn, short stretch bl, short stretch cl, mechanical union, plant valve valve knot, main network h.d., scale, tee bbb pn, reducer bb mm, valve gate bb, union flange for universal coupling pn, short stretch bc, short leg bb, butterfly valve bb pn, dismantling board bb pn, reducer bb mm pn, short stretch bl, short stretch cl, mechanical union, plant valve valve knot, main network h.d., scale, cutting knot valve chamber, main network h.d., scale, pvc, h.d., base h.a., plant valve valve knot, main network h.d., scale, base h.a., beam h.a., top h.f, lifting hook, beam, cast iron cap inspection mouth, cutting knot valve chamber, main network h.d., scale, stone ball, replantillo h.s., cm., cm., cm., cm., cm., cm., cm., cm., cm., cm., cm., cm., cm., cm., cm., armed with removable slab, cm., cm., lower, cm., higher, lower, higher, cm., cm., higher, cm., cm., lower, lower, higher, beam detail, scale, cm., cm., sup inf, both senses, beam h.a., stone ball, cm., sup inf, both senses, cutting knot valve chamber, armed with slab, cast iron lid, hook detail, removable slab, street level, wall, stairway detail, via pachinche, contractor:, audit:, review:, of sheet:, type of plane:, responsable:, April, scale: indicated, date:, revised, approved, review by, rev., date, contractor:, draft:, content:, approved:, inspection, authorized:, inspection, valve chamber, having a resistance respectively, as indicated in the table. the reinforcing steel for that of moored with galvanized black wire at each crossing. the bends of the steel are all cold. Rods crossing openings should be cut snug on site. the coating of the reinforcing steel slab walls cm. A slot is left in the lifting hook. the entry cover of the record will be on the site with the ing. fisacalizador.

Raw text data extracted from CAD file:

STANDARD TUBO DN500 FUNDITUBO STANDARD BRIDA-ENCHUFE DN500 FUNDITUBO \W0.5;P \W0.5;L \W0.5;A \W0.5;N \W0.5;M \W0.5;A \W0.5;E \W0.5;S \W0.5;T \W0.5;R \W0.5;O \W0.5;D \W0.5;E \W0.5;A \W0.5;G \W0.5;U \W0.5;A \W0.5;P \W0.5;O \W0.5;T \W0.5;A \W0.5;B \W0.5;L \W0.5;E \W0.5;O \W0.5;J \W0.5;E \W0.5;P \W0.5;O \W0.5;R \W0.5;T \W0.5;O \W0.5;V \W0.5;I \W0.5;E \W0.5;P \W0.5;M \W0.5;A \W0.5;P \W0.5;A \W0.5;P 2011 \W0.5;I \W0.5;F \W0.5;A \W0.5;C \W0.5;A \W0.5;Y \W0.5;V RED PRINCIPAL LÍMITE DEL PROYECTO SUPERVISIÓN AREA A TRABAJAR SIMBOLOGÍA RED SECUNDARIA RED TERCIARIA DIVISORIA DE GRUPOS 0,20 0,20 2,00 2,40 2,00 0,20 2,40 0,20 0,81 0,65 5 5 5 5 5 5 TAPA ABATIBLE 5 5 5 5 5 EMPOTRABLE 0.6399999999999437 5 5 0,59 0,67 0,02 0,03 0,07 0,07 0,07 0,02 0,02 0,01 0,02 0,64 2.30 0.10 0.10 0.35 0.10 2.85 0.35 0.10 2.75 0.30 3.10 0.30 0.35 2.85 0.30 0.35 2.30 0.35 0.35 2.10 0.35 1.20 0.15 0.15 2.30 0.15 0.15 1.20 0.15 0.15 2.30 0.15 0.15 1.00 0.15 0.15 1.00 0.15 0.15 0.20 0.35 0.05 0.05 0.30 0.10 0.05 0.05 0.20 0.20 0.40 0.35 0.35 0,20 0,20 2,00 2,40 0,25 1,72 3,20 0,60 3,80 0,20 0,90 1,10 0,20 1,10 1,30 2,40 0,50 2,40 0,25 2,75 0,20 0,10 0,50 3,20 0,60 3,80 1,10 2,40 2,40 \A1;0.20 \A1;0.25 2,00 0,20 2,40 0,20 2,75 0,20 0,10 0,50 0,15 0,40 0,48 1,30 2,40 2,40 2,40 \A1;0.05 \A1;0.45 \A1;0.40 \A1;0.12 0,20 0,19 0,67 1,14 0,20 2,40 0,25 1,30 0,25 0,20 0,20 0,40 0,15 0,20 0,20 1,10 1,30 5 5 PLACA METALICA (350x200x8 mm) d18 A-36 LISO 4db 4db SOLDAR PLACA A ARMADURA INFERIOR ELECTRODO E7011 SOLDAR VARILLA A PLACA 0,25 0,35 4db 4db D: 400 HD D: 500 HD D: 250mm PVC (Vía a Pachinche) 1.467 1 2 3 4 5 6 6 7 8 9 10 11 tubo HD Ø 800mm existente camara de valvula 5 10 12 1 2 3 4 5 6 7 8 9 10 11 12 TRAMO DE TUBO CAMPANA-LISO 5 A A' B B' 5 5 5 5 5 5 5 TEE BBB Ø 500mm PN 10 REDUCTOR BB Ø 500mm x 250 mm VALVULA COMPUERTA BB Ø 250mm UNION BRIDA PARA ACOPLE UNIVERSAL Ø 250mm PN 10 TRAMO CORTO BC Ø 500mm TRAMO CORTO BB Ø 500mm VALVULA MARIPOSA BB Ø 500mm PN 10 JUNTA DE DESMONTAJE BB Ø 500mm PN 10 REDUCTOR BB Ø 500mm x 400 mm PN 10 TRAMO CORTO BL 400mm TRAMO CORTO BL 500mm A B C D E F G H I J K A B C D E E F G F H I J K TRAMO CORTO CL 500mm L L UNION MECANICA Ø 400mm M M PLANTA - CAMARA DE VALVULA NUDO 1.467 RED PRINCIPAL Ø 400-500mm H.D. ESCALA 1:25 1.30 2.30 0.10 0.10 1.00 5 A A' B B' 5 5 5 5 5 5 5 TEE BBB Ø 500mm PN 10 REDUCTOR BB Ø 500mm x 250 mm VALVULA COMPUERTA BB Ø 250mm UNION BRIDA PARA ACOPLE UNIVERSAL Ø 250mm PN 10 TRAMO CORTO BC Ø 500mm TRAMO CORTO BB Ø 500mm VALVULA MARIPOSA BB Ø 500mm PN 10 JUNTA DE DESMONTAJE BB Ø 500mm PN 10 REDUCTOR BB Ø 500mm x 400 mm PN 10 TRAMO CORTO BL 400mm TRAMO CORTO BL 500mm A B C D E F G H I J K A B C D E E F G F H I J K TRAMO CORTO CL 500mm L L UNION MECANICA Ø 400mm M M 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F PLANTA - CAMARA DE VALVULA NUDO 1.467 RED PRINCIPAL Ø 400-500mm H.D. ESCALA 1:25 CORTE A-A' CAMARA DE VALVULA NUDO 1.467 RED PRINCIPAL Ø 400-500mm H.D. ESCALA 1:25 PVC Ø 250mm H.D. Ø 400mm H.D. Ø 500mm BASE H.A. 5 A A' B B' PLANTA - CAMARA DE VALVULA NUDO 1.467 RED PRINCIPAL Ø 400-500mm H.D. ESCALA 1:25 5 BASE H.A. VIGA H.A. VIGA H.A. TAPA H.F TAPA H.F GANCHO DE IZADO (VER DETALLE) VIGA TAPA DE HIERRO FUNDIDO BOCA DE INSPECCION (VER DETALLE) CORTE B-B' CAMARA DE VALVULA NUDO 1.467 RED PRINCIPAL Ø 400-500mm H.D. ESCALA 1:25 5 5 5 5 5 5 5 5 3 2 5 4 6 7 6 7 1 PIEDRA BOLA REPLANTILLO H.S. REPLANTILLO H.S. 5 5 5 5 5 5 12 Ø 14mm C/20 cm. LD=3.70 12 Ø 14mm C/20 cm. LD=3.50 4 5 0.30 0.35 3.10 0.30 2.85 0.30 12 Ø 14mm C/20 cm. LD=3.30 12 Ø 14mm C/20 cm. LD=3.20 2 3 0.35 0.35 0.10 2.75 0.10 2.85 6 Ø 14mm C/20 cm. LD=3.30 6 Ø 14mm C/20 cm. LD=3.20 2 3 0.35 0.10 2.75 0.10 2.85 4 Ø 14mm C/20 cm. LD=3.70 4 Ø 14mm C/20 cm. LD=3.50 4 5 0.30 0.35 3.10 0.30 2.85 0.30 4 Ø 14mm C/20 cm. LD=3.30 4 Ø 14mm C/20 cm. LD=3.20 2 3 0.35 0.35 0.10 2.75 0.10 2.85 6 Ø 14mm C/20 cm. LD=3.70 6 Ø 14mm C/20 cm. LD=3.50 4 5 0.30 0.35 3.10 0.30 2.85 0.30 6 7 14 Ø 10mm C/20 cm. LD=2.80 7 0.35 2.10 0.35 14 Ø 10mm C/20 cm. LD=3.00 6 0.35 2.30 0.35 7 6 6 7 7 6 13 Ø 14mm C/20 cm. LD=1.50 8 1.20 0.15 0.15 ARMADO DE LOSA DESMONTABLE 7 Ø 14mm C/20 cm. LD=2.60 2.30 0.15 0.15 9 5 7 Ø 12mm C/20 cm. LD=2.60 2.30 0.15 0.15 11 INFERIOR 13 Ø 12mm C/20 cm. LD=1.50 10 1.20 0.15 0.15 SUPERIOR INFERIOR SUPERIOR 5 4 Ø 12mm C/20 cm. LD=2.60 2.30 0.15 0.15 11 13 Ø 12mm C/20 cm. LD=1.30 13 1.00 0.15 SUPERIOR 0.15 9 Ø 14mm C/20 cm. LD=2.60 2.30 0.15 0.15 9 13 Ø 14mm C/20 cm. LD=1.30 12 1.00 0.15 INFERIOR 0.15 INFERIOR SUPERIOR SUPERIOR 3 6 5 5 5 5 5 5 DETALLE DE VIGA ESCALA 1:15 Mc15 - 13 d 10mm C/20 cm. Mc14 - 13 d 10mm C/20 cm. Mc9 - 3 d 14mm Mc1 - 3 d 12mm Mc9' - 4 d 14mm 12 Ø 12mm C/20 cm. LD=2.50 1 2.30 0.10 0.10 SUP - INF AMBOS SENTIDOS 10 11 9 8 9 12 9 11 13 14 15 VIGA H.A. 9' 1 PIEDRA BOLA 6 7 7 6 3 2 2 3 1 12 Ø 12mm C/20 cm. LD=2.50 1 2.30 0.10 0.10 SUP - INF AMBOS SENTIDOS 9 11 8 10 9 12 13 11 9 16 5 5 C C' C C' CORTE C-C' CAMARA DE VALVULA NUDO 1.467 ARMADO DE LOSA 0.20 TAPA DE HIERRO FUNDIDO DETALLE DE GANCHO 5 5 5 LOSA DESMONTABLE G NIVEL DE CALLE 17 Ø 16mm C/30 cm 5 5 5 18 5 5 5 5 5 5 5 5 5 Ø 16mm PARED DETALLE DE ESCALERA 5 5 VIA A PACHINCHE CONTRATISTA: FISCALIZACION: REVISION: N° DE LAMINA: TIPO DE PLANO: RESPONSABLE: ABRIL 2011 ESCALA: INDICADAS FECHA: 0 REVISO APROBO REVISIÓN POR LA FISCALIZACION-DESCRIPCION REV. N° FECHA 01/01 CONTRATANTE: PROYECTO: CONTENIDO: APROBADO: FISCALIZACION AUTORIZADO: FISCALIZACION CAMARA DE VALVULA NOTA:\H0.8781x; El hormig\fArial|b0|i0|c0|p34;ó\fArial|b0|i0|c162|p34;n deber\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34; tener una resistencia a la compresi\fArial|b0|i0|c0|p34;ó\fArial|b0|i0|c162|p34;n a los 28 d\fArial|b0|i0|c0|p34;í\fArial|b0|i0|c162|p34;as de 250 Kg/cm2 y 210\H0.9998x;Kg/cm2 respectivamente segun se indica en el cuadro. El acero de refuerzo para la c\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34;mara ser\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34; de fy= 4200 kg/cm2 e ir\U+00E1n amarrados con alambre negro o galvanizado N\U+00BA 18 en cada cruce. Las dobladuras del acero se realizar\U+00E1n todas en frio. Las varillas que cruzan aberturas deben ser cortadas y ajustadas en el sitio. El recubrimiento del acero de refuerzo ser\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34;: losa y muros 5 cm. Se dejara una ranura en direcci\U+00F3n del gancho de izaje. La tapa de entrada del registro se ubicar\U+00E1 en el sitio con aprobaci\U+00F3n del Ing. Fisacalizador.

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, chamber, construction details section, constructive detail, cut construction details, drinking, DWG, iron, net, plant, schedule, section, valve, water