One Family Housing, Plans For Permits DWG Plan for AutoCAD

One Family Housing, Plans For Permits DWG Plan for AutoCAD

Architecural plans, foundations, mezzanine, roof, plumbing installations, isometric, structural details, facades.

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

var. its T. cms, var. its T. cms, Counter, with est. of cms., lock, with est. of cms., var. its T. cms, cms. seated with sand mortar prop., cms., simple concrete template, cms., shoes, structural specifications, home shot, cu mm, tinaco cap. lts, cu mm, j.a., cu mm, watering can, cu mm, sink, cu mm, heater cap lts, raj, ran, pvc pend., reg, sink, reg, pvc pend., av. juarez, carlos pacheco, priv. from humbold, north, bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., study, n.p.t., runner, n.p.t., lobby, n.p.t., bath, n.p.t., bath, n.p.t., aisle, n.p.t., slab projection, access, n.p.t., access, slab projection, tinaco cap. lts, s.a.f., tinaco feeding, cu mm, b.a.f., cu mm, freefall, access, n.p.t., bath, n.p.t., lobby, n.p.t., tinaco cap lts, pend., tinaco feeding, cu mm, bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., study, n.p.t., runner, n.p.t., lobby, n.p.t., bath, n.p.t., bath, n.p.t., aisle, n.p.t., cu mm, municipal connection, s.a.f., cu mm, slab projection, raj, ran, raj, ran, raj, ran, reg, general collector p.v.c. pend., p.v.c. pend., slab projection, p.v.c. pend., slab projection, bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., study, n.p.t., runner, n.p.t., lobby, n.p.t., bath, n.p.t., bath, n.p.t., aisle, n.p.t., slab projection, slab projection, study, n.p.t., bedroom, bath, n.p.t., bath, n.p.t., tinaco cap lts, pend., tinaco feeding, the dimension governs the drawing. the level of adjustment will be as a minimum of mts. the foundation will rest on firm ground free of organic matter copper a simple concrete template of cms. of thickness with kg will be used steel with a resistance will be used concrete kg in zapatas slabs the aggregates to use will be clean without garbage free of substances that damage the resistance of the concrete. the total thickness of the slab will be: mezzanine roof terrace cms. coatings: castles chains trabes shoes cms. slabs cms. the separation of the stirrups will be from the face of the supports. The lengths of rod overlapping anchors will be at least the diameter of the rod. the doubles of the bayonets will be made a quarter of the clearing., general specifications, symbology:, tv: fan tube ban: low water discharge low: soapy water drop ran: black water register raj: soapy water register rg: general register bap: rainwater drop, sanitary instalation, symbology:, saf: up cold water baf: low cold water sac: up hot water bac: low hot water ja: jug of air note all the ram will be made with copper pipe, cold water hot water, Hydraulic installation, ceramic tile floor of cms., ceramic tile floor of cms., vinyl paint comex brand, tile includes valance, pine door locked., Tubular flag door., walls, doors, windows, tubular window., installation, electrical installation., draft, house room, Owner: alicia de la cruz godoy, location: av. juarez neighborhood sn. San Pablo Huixtepec, project

Raw text data extracted from CAD file:

\A1;4 VAR. \S3#8; " EST. \S1#4; " @ 15 CMS K \A1;6 VAR. \S3#8; " EST. \S1#4; " @ 15 CMS CD 0.15 0.20 0.15 0.20 CT CONTRATRABE \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;ARMADA CON 6 d \S1#2; " Y EST. DE \S1#4; " A.C., 6 @ 6, 12 @12 Y @ 15 CMS. 3/5 T TRABE 0.25 0.15 1/5 1/5 1/5 1/5 \A1;ARMADA CON 6 d \S1#2; " Y EST. DE \S1#4; " A.C., 6 @ 6, 12 @12 Y @ 15 CMS. \A1;6 VAR. \S3#8; " EST. \S1#4; " @ 15 CMS CC 0.15 0.25 \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " \A1;2 d\H0.8x; \S1#2; " 3/5 0.15 0.20 CD 0.15 0.35 0.05 ENRASE DE TABICON DE 14 CMS. ASENTADO CON MORTERO ARENA PROP. 1:4 \A1;d \S3#8; @ 15 cms. PLANTILLA DE CONCRETO SIMPLE F´c= 100 KG/CM² 0.90 Z 1 0.15 0.90 \A1;d \S3#8; @ 15 cms. \A1;d \S3#8; @ 12 cms. 0.20 CD 0.15 0.55 0.05 Z 0.90 ZAPATAS ESPECIFICACIONES ESTRUCTURALES 0.15 0.20 M Toma Domiciliaria CU d 13 mm CU d 13 mm CU d 13 mm Tinaco Cap. 1,100 Lts CU d 13 mm CU d 13 mm CU d 13 mm J.a. J.a. CU d 13 mm CU d 13 mm CU d 13 mm Regadera CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm Wc Lavabo CU d 13 mm CU d 13 mm CU d 13 mm Calentador Cap. 40 Lts RAJ RAJ RAJ RAN RAN RAN PVC 4", PEND. 2% PVC 2", PEND. 2% PVC 2", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% PVC 2", PEND. 2% PVC 2", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% REG LAVABO REG PVC 2", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% TV TV AV. JUAREZ CARLOS PACHECO PRIV. 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Tinaco \W0.94660; Cap. \W0.94660; 1,100 Lts S.A.F. Alimentacion de Tinaco CU d 13 mm CU d 13 mm B.A.F. CU d 13 mm CU d 13 mm Caida Libre Caida Libre Caida Libre Caida Libre Caida Libre Caida Libre Caida Libre Caida Libre X' 3.440000000000055 3.509999999999991 5 1.709999999999923 4.139999999999986 5 5 4.139999999999873 4.139999999999645 4.210000000000264 5 4 5 6 B C D E F G H I A 5 1 2 5.030000000000427 5 3.440000000000055 3.509999999999991 5 3 4 5 6 1 2 3.0300000000002 5 2.000000000000227 Acceso 5 J 1.709999999999923 4.139999999999986 5 5 4.139999999999873 4.139999999999645 4.210000000000264 5 B C D E F G H I A 5 5 J N.P.T. + 2.80 N.P.T. + 2.80 N.P.T. + 2.80 N.P.T. + 2.80 N.P.T. + 2.80 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;20.98 \A1;2.50 \A1;0.20 \A1;0.10 \A1;2.80 \A1;2.80 \A1;2.50 \A1;0.20 \A1;0.10 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 A B C D E F G H -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 -565.5979866039946 3.440000000000055 3.509999999999991 6.950000000000045 4 5 6 2.5 5 5 2.800000000000068 2.5 5 5 2.800000000000068 \A1;2.50 \A1;0.20 \A1;0.10 \A1;2.80 \A1;3.44 \A1;3.51 \A1;6.95 \A1;0.20 \A1;0.70 \A1;0.90 CD Z-1 -599.7096853611089 -599.7096853611089 -599.7096853611089 -599.7096853611089 -599.7096853611089 -599.7096853611089 -599.7096853611089 4 5 6 \W1.88535; Baño N.P.T. + 0.25 \W0.14124; Vestibulo N.P.T. + 0.10 TINACO CAP 1100 LTS PEND. 2 % d 13 mm d 13 mm Alimentacion de Tinaco d 13 mm d 13 mm d 13 mm d 13 mm d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm \W2.37933; CD \W2.90314; Z -599.7096853611089 -599.7096853611089 -599.7096853611089 \A1;2.50 \A1;0.20 \A1;0.10 \A1;2.80 \A1;2.50 \A1;0.20 \A1;0.10 \A1;2.80 \A1;3.44 \A1;3.51 \A1;6.95 \A1;3.44 \A1;3.51 \A1;6.95 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;20.98 \A1;3.44 \A1;3.51 \A1;6.95 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;20.98 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 4 5 6 B C D E F G H I \W2.35929; CL \W2.35929; CL \W2.35929; CL \W2.35929; CL Recamara 1 N.P.T. + 0.10 Recamara 2 N.P.T. + 0.10 Recamara 3 N.P.T. + 0.10 Recamara 4 N.P.T. + 0.10 \W0.66505; Estudio N.P.T. + 0.10 \W0.11743; Corredor N.P.T. + 0.10 \W0.14124; Vestibulo N.P.T. + 0.10 \W1.88535; Baño N.P.T. + 0.25 \W1.88535; Baño N.P.T. + 0.25 \W0.97457; Pasillo N.P.T. + 0.10 CU d 13 mm CU d 13 mm CU d 13 mm ACOMETIDA MUNICIPAL S.A.F. S.A.F. CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm B cu 13 mm d Proyeccion de losa Proyeccion de losa Proyeccion de losa Proyeccion de losa Proyeccion de losa \W1.22132; RAJ \W1.07846; RAN \W1.22132; RAJ \W1.07846; RAN \W1.22132; RAJ \W1.07846; RAN \W1.05465; REG \W0.11326; COLECTOR \W0.11326; GENERAL \W0.53528; P.V.C. 4" Ø \W0.53528; Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% Proyeccion de losa P.V.C. 2" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% Proyeccion de losa -590.9766706615322 -590.9766706615322 -590.9766706615322 4 5 6 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 -590.9766706615322 B C D E F G H I \A1;3.44 \A1;3.51 \A1;6.95 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;20.98 \A1;3.44 \A1;3.51 \A1;6.95 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;20.98 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 4 5 6 B C D E F G H I \W2.35929; CL \W2.35929; CL \W2.35929; CL \W2.35929; CL Recamara 1 N.P.T. + 0.10 Recamara 2 N.P.T. + 0.10 Recamara 3 N.P.T. + 0.10 Recamara 4 N.P.T. + 0.10 \W0.66505; Estudio N.P.T. + 0.10 \W0.11743; Corredor N.P.T. + 0.10 \W0.14124; Vestibulo N.P.T. + 0.10 \W1.88535; Baño N.P.T. + 0.25 \W1.88535; Baño N.P.T. + 0.25 \W0.97457; Pasillo N.P.T. + 0.10 Proyeccion de losa Proyeccion de losa Proyeccion de losa Proyeccion de losa Proyeccion de losa 2 2 2 2 1 2 5 5 2 2 2 1 3 2 2 2 4 1 7 7 7 7 7 7 6 6 3 3 2 2 2 3 1 2 2 2 2 3 4 4 2 4 2 4 2 1 3 2 2 2 1 8 8 8 8 1 8 8 8 8 8 -590.996886467228 -590.996886467228 -590.996886467228 4 5 6 Proyeccion de losa -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 -590.996886467228 B C D E F G H I \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;19.27 \A1;2.50 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.70 \A1;2.80 \A1;0.90 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 C D E F G H I \W0.66505; Estudio N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 N.P.T. + 0.10 Recamara 2 Recamara 3 Recamara 4 \W1.88535; Baño N.P.T. + 0.25 \W1.88535; Baño N.P.T. + 0.25 TINACO CAP 1100 LTS PEND. 2 % d 13 mm d 13 mm Alimentacion de Tinaco d 13 mm d 13 mm d 13 mm d 13 mm \W2.37933; CD \W2.90314; Z \W2.37933; CD \W2.90314; Z \W2.37933; CD \W2.90314; Z \W2.37933; CD \W2.90314; Z \W2.37933; CD \W2.90314; Z \W2.37933; CD \W2.90314; Z -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 -599.7123098605487 \A1;3.44 \A1;3.51 \A1;20.50 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;84.00 \A1;54.55 \A1;5.03 \A1;8.52 \A1;2.94 \A1;4.01 \A1;20.50 \A1;3.03 \A1;8.52 \A1;2.00 \A1;8.47 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;84.00 \A1;54.55 \A1;8.47 \A1;3.44 \A1;3.51 \A1;20.50 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;84.00 \A1;54.55 \A1;5.03 \A1;8.52 \A1;3.44 \A1;3.51 \A1;20.50 \A1;3.03 \A1;8.52 \A1;2.00 \A1;8.47 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;84.00 \A1;54.55 \A1;8.47 \A1;3.44 \A1;3.51 \A1;20.50 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;84.00 \A1;54.55 \A1;5.03 \A1;8.52 \A1;3.44 \A1;3.51 \A1;20.50 \A1;3.03 \A1;8.52 \A1;2.00 \A1;8.47 \A1;1.71 \A1;4.14 \A1;1.32 \A1;1.32 \A1;4.14 \A1;4.14 \A1;4.21 \A1;84.00 \A1;54.55 \A1;8.47 \W9.65436; * LA COTA RIGE AL DIBUJO. \W8.87326; * EL NIVEL DE DESPLANTE SERA COMO MINMO DE 1.00 Mts. \W9.11340; * LA CIMENTACIÓN DESCANSARA SOBRE TERRENO FIRME Y LIBRE DE \W2.97668; MATERIA ORGANICA COBRE UNA PLANTILLA DE CONCRETO SIMPLE DE 5 Cms. DE ESPESOR \W2.97668; CON F´c= 100 Kg / Cm2. \W8.27500; * SE UTILIZARA ACERO CON UNA RESISTENCIA Fy=4200Kg/CM2. \W4.26788; * SE UTILIZARA CONCRETO F´c= 200 Kg / Cm2 EN ZAPATAS \W4.26788; CORRIDAS,CADENAS,TRABES,CASTILLOS,COLUMNAS Y \W9.14315; LOSAS \W0.84843; * LOS AGREGADOS A UTILIZAR ESTARAN LIMPIOS SIN BASURA Y LIBRES DE SUSTANCIAS QUE \W0.84843; DAÑEN LA RESISTENCIA \W9.38926; DEL CONCRETO. \W7.62452; * EL ESPESOR TOTAL DE LA LOSA SERA: ENTREPISO 10 Cms., AZOTEA 10 Cms. \W8.77622; * RECUBRIMIENTOS: CASTILLOS 2Cms.,COLUMNAS 2.5 Cms., \W8.80523; CADENAS 2 Cms., TRABES 2.5 Cms., \W9.49087; ZAPATAS CORRIDAS 5 Cms. LOSAS 2 Cms. \W9.01879; * LA SEPARACION DE LOS ESTRIBOS SERA A PARTIR DE LA CARA DE LOS APOYOS. \W6.58495; * LAS LONGITUDES DE ANCLAJES Y TRASLAPE DE VARILLA SERA COMO MINIMO 40 VECES EL \W6.58495; DIAMETRO DE LA \W8.99205; VARILLA. \W8.50043; * EL DOBLES DE LAS VARILLAS, BAYONETEADAS SE HARA A UN CUARTO DEL \W8.50043; CLARO. Especificaciones Generales SIMBOLOGIA: TV: tubo ventilador BAN: bajada de aguas negras BAJ: bajada de aguas jabonosas RAN: registro de aguas negras RAJ: registro de aguas jabonosas RG: registro general BAP:bajada de aguas pluviales INSTALACION SANITARIA SIMBOLOGIA: SAF: sube agua fria BAF: baja agua fria SAC: sube agua caliente BAC: baja agua caliente JA: jarro de aire nota todo el ramaleo se hara con tuberia de cobre agua fria agua caliente INSTALACION HIDRAULICA Piso de loseta ceramica de 30 x 30 cms. 1 6 Piso de loseta ceramica de 20 x 20 cms. 2 Pintura vinilica marca comex 7 Azulejo de 20 x 40 cm., incluye cenefa 3 Puerta de pino entablerada. 5 Puerta bandera de tubular. MUROS PUERTAS VENTANAS Ventana de tubular. 4 INSTALACION Instalacion electrica. 8 PROYECTO CASA HABITACION PROPIETARIO: ALICIA DE LA CRUZ GODOY UBICACION: AV. JUAREZ #148, BARRIO SN. ANTONIO, SAN PABLO HUIXTEPEC. \W6.94526; PROYECTÓ: ARQ. ALFREDO ANTONIO CRUZ CANSECO D.R.O.: ARQ. ALFONSO RAUL JIMENEZ A-1078-A FECHA: JULIO DEL 2009 PLANOS ARQUITECTONICOS, ESTRUCTURALES E INSTALACIONES REGULARIZACION Y/0 REGULARIZACION DE Planta Arquitectonica Baja Esc: 1:75 Planta de Cimentacion Esc: 1:75 Planta de Conjunto Esc: 1:75 Fachada Lateral Esc: 1:75 Fachada Frontal Esc: 1:75 Corte X -X' Esc: 1:75 PLANO: 1 DE 2 PROYECTO CASA HABITACION PROPIETARIO: ALICIA DE LA CRUZ GODOY UBICACION: AV. JUAREZ #148, BARRIO SN. ANTONIO, SAN PABLO HUIXTEPEC. \W6.94526; PROYECTÓ: ARQ. ALFREDO ANTONIO CRUZ CANSECO D.R.O.: ARQ. ALFONSO RAUL JIMENEZ A-1078-A FECHA: JULIO DEL 2009 PLANOS ARQUITECTONICOS, ESTRUCTURALES E INSTALACIONES REGULARIZACION Y/0 REGULARIZACION DE PLANO: 2 DE 2 Planta Estructural Esc: 1:75 Planta de Instalaciones Esc: 1:75 Plano de Acabados Esc: 1:75 Simbologia de Acabados Corte Y - Y' Esc: 1:75 Detalles Estructurales Esc: S/E SELLO: Croquis de Localizacion Esc: S/E SELLO:

Language	Spanish
Drawing Type	Plan
Category	Misc Plans & Projects
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File Type	dwg
Materials	Concrete, Steel
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Footprint Area
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Tags	assorted, autocad, details, DWG, Family, foundations, Housing, installations, isometric, mezzanine, permits, plan, plans, plumbing, roof, single family dwelling, structural