One Family Housing With Storefront Store DWG Plan for AutoCAD

One Family Housing With Storefront Store DWG Plan for AutoCAD

Architectural plans (low and high). Foundation, mezzanine, floor and roof structural plans. Water and sanitary plumbing installations and isometric. 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, kitchen, n.p.t., dinning room, n.p.t., living room, n.p.t., bath, n.p.t., shop, n.p.t., goes up, access, garage, n.p.t., service yard, n.p.t., low, bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., balcony, n.p.t., lobby, n.p.t., bath, n.p.t., slab projection, slab projection, slab projection, slab projection, bap, pend., tinaco cap. lts, tinaco feeding, cu mm, pend., garage, n.p.t., service yard, n.p.t., freefall, baf cu mm, cale television antenna, Street, north, oaxaca, puerto angel, sink, lav, freg, to the general collector, ran, raj, pvc pend., ran, raj, ran, raj, pvc pend., kitchen, n.p.t., dinning room, n.p.t., living room, n.p.t., bath, n.p.t., shop, n.p.t., goes up, access, garage, n.p.t., service yard, n.p.t., low, ban, raj, ran, raj, ran, raj, ran, raj, ran, reg, general collector p.v.c. pend., p.v.c. pend., municipal connection, sac cu mm, baf cu mm, cu mm, low, bedroom, n.p.t., bedroom, n.p.t., bedroom, n.p.t., balcony, n.p.t., lobby, n.p.t., bath, n.p.t., slab projection, low, ban, p.v.c. pend., sac cu mm, baf cu mm, cu mm, home shot, cu mm, tinaco cap. lts, cu mm, heater cap lts, j.a., cu mm, sink, sink, watering can, j.a., dinning room, n.p.t., shop, n.p.t., bath, n.p.t., cu mm, p.v.c. pend., bedroom, n.p.t., pend., bath, n.p.t., lobby, n.p.t., bath, n.p.t., dinning room, n.p.t., kitchen, n.p.t., cu mm, garage, n.p.t., cu mm, tinaco cap lts, pend., tinaco feeding, pend., 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., high architectural floor, esc:, general specifications, isometric health, esc:, 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, seal:, draft, house commercial local room, Owner: Juan Angelina Luna Hernandez, location: street antenna of San Juan district miahuatlan of porfirio diaz

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. 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CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.37933; CC \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K \W2.85552; K K K K K \W2.37933; CC \W2.37933; CC \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm Proyeccion de losa \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm Proyeccion de losa \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;d \S3#8;\H1.4286x;" @ 15 - 30 cm \A1;4.00 \A1;1.20 \A1;4.00 \A1;9.20 \A1;2.65 \A1;0.20 \A1;0.10 \A1;2.50 \A1;0.20 \A1;0.40 \A1;0.80 1 2 3 4 5 6 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 -612.4023364705802 \A1;2.00 \A1;3.20 \A1;2.80 \A1;1.20 \A1;3.80 \A1;13.00 \A1;4.00 \A1;1.20 \A1;4.00 \A1;3.80 \A1;13.00 \A1;1.86 \A1;2.14 \A1;1.86 \A1;2.14 \A1;3.43 \A1;13.57 \A1;25.00 \A1;1.86 \A1;2.14 \A1;1.86 \A1;2.14 \A1;3.43 \A1;10.57 \A1;22.00 A B C D E F 1 G 3 4 7 6 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 A' B C D E F G -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 1 2 4 5 7 6 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 -573.7817612410108 BAP Pend. 2% Pend. 2% Pend. 2% Pend. 2% Pend. 2% \W1.48197; Tinaco \W1.48197; Cap. \W1.48197; 1,100 Lts \A1;S cu \S1#2; "d Alimentacion de Tinaco CU d 13 mm CU d 13 mm Pend. 2% Pend. 2% Pend. 2% Pend. 2% Cochera N.P.T. + 0.00 \W1.24702; Patio de \W1.24702; Servicio N.P.T. + 0.00 Caida Libre Caida Libre Caida Libre Caida Libre Caida Libre Caida Libre BAF cu 13 mm d CALE ANTENA DE TELEVISA CALLE NORTE A OAXACA A PUERTO ANGEL LAVABO WC WC LAV FREG AL COLECTOR GENERAL RG RAN RAN RAN RAJ RAJ RAJ PVC 4", PEND. 2% PVC 2", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% PVC 4", PEND. 2% RAN RAJ RAN RAJ TV PVC 2", PEND. 2% PVC 2", PEND. 2% \A1;2.00 \A1;3.20 \A1;2.80 \A1;1.20 \A1;3.80 \A1;13.00 \A1;4.00 \A1;1.20 \A1;4.00 \A1;3.80 \A1;13.00 \A1;1.86 \A1;2.14 \A1;1.86 \A1;2.14 \A1;3.43 \A1;13.57 \A1;25.00 \A1;1.86 \A1;2.14 \A1;1.86 \A1;2.14 \A1;3.43 \A1;10.57 \A1;22.00 1.06 1.20 Cocina N.P.T. + 0.15 Comedor N.P.T. + 0.15 \W0.98322; Sala N.P.T. + 0.15 \W1.03681; Baño N.P.T. + 0.15 \W2.67038; Local \W2.67038; Comercial N.P.T. + 0.15 0.70 Sube A B C D E F 1 G 3 4 7 6 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 A' B C D E F G -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 Acceso 1 2 4 5 7 6 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 -578.0093689261756 Cochera N.P.T. + 0.00 \W1.24702; Patio de \W1.24702; Servicio N.P.T. + 0.00 BAJ BAN \W1.22132; RAJ \W1.07846; RAN \W1.22132; RAJ \W1.22132; RAJ \W1.07846; RAN \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. 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. 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. 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. 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. 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% P.V.C. 2" d Pend. 2% ACOMETIDA MUNICIPAL SAC cu 13 mm d BAF cu 13 mm d CU d 13 mm CU d 13 mm CU d 13 mm \A1;2.00 \A1;4.10 \A1;1.90 \A1;1.20 \A1;9.20 \A1;4.00 \A1;1.20 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.43 \A1;9.20 \A1;11.43 \A1;1.86 \A1;4.00 \A1;2.14 \A1;3.43 \A1;11.43 Baja 1.00 0.80 1.06 1.00 Recamara 1 N.P.T. + 2.95 Recamara 2 N.P.T. + 2.95 Recamara 3 N.P.T. + 2.95 \W0.90314; Balcon N.P.T. + 2.95 \W0.14124; Vestibulo N.P.T. + 2.95 \W1.88535; Baño N.P.T. + 3.10 B C E 1 G 3 4 6 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 B C D F G -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 1 4' 5 6 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 -577.3391116812384 2 Proyeccion de losa BAJ BAN P.V.C. 4" d Pend. 2% P.V.C. 2" d Pend. 2% P.V.C. 2" d Pend. 2% SAC cu 13 mm d BAF cu 13 mm d CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm M Toma Domiciliaria CU d 13 mm Tinaco Cap. 1,100 Lts CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm Calentador Cap. 40 Lts J.a. J.a. 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 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 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 Wc Wc Lavabo Lavabo Fregadero Regadera J.a. \A1;4.00 \A1;4.00 \A1;8.00 \A1;2.65 \A1;0.20 \A1;0.10 \A1;2.50 \A1;0.10 \A1;1.10 \A1;6.85 \A1;0.20 Comedor N.P.T. + 0.15 C E G -593.6360476999545 -593.6360476999545 -593.6360476999545 \W2.60069; Local \W2.60069; Comercial N.P.T. + 0.15 Baño N.P.T. + 3.10 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 P.V.C. 4" d Pend. 2% P.V.C. 4" d Pend. 2% P.V.C. 2" d Pend. 2% Recamara 2 N.P.T. + 2.95 PEND. 2 % PEND. 2 % -593.6360476999545 -593.6360476999545 -593.6360476999545 -593.6360476999545 -593.6360476999545 -593.6360476999545 -593.6360476999545 -593.6360476999545 \A1;2.00 \A1;3.20 \A1;2.80 \A1;8.00 \A1;2.65 \A1;0.20 \A1;0.10 \A1;2.50 \A1;0.10 \A1;1.10 \A1;6.85 \A1;0.20 \W1.03681; Baño N.P.T. + 0.15 \W0.14124; Vestibulo N.P.T. + 2.95 \W1.88535; Baño N.P.T. + 3.10 Comedor N.P.T. + 0.15 Cocina N.P.T. + 0.15 CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm Cochera N.P.T. + 0.00 CU d 13 mm TINACO CAP 1100 LTS PEND. 2 % d 13 mm Alimentacion de Tinaco PEND. 2 % 1 2 4 5 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 -565.6408780801564 * LA COTA RIGE AL DIBUJO. * EL NIVEL DE DESPLANTE SERA COMO MINMO DE 1.00 Mts. * LA CIMENTACIÓN DESCANSARA SOBRE TERRENO FIRME Y LIBRE DE MATERIA ORGANICA COBRE UNA PLANTILLA DE CONCRETO SIMPLE DE 5 Cms. DE ESPESOR CON F´c= 100 Kg / Cm2. * SE UTILIZARA ACERO CON UNA RESISTENCIA Fy=4200Kg/CM2. * SE UTILIZARA CONCRETO F´c= 200 Kg / Cm2 EN ZAPATAS CORRIDAS,CADENAS,TRABES,CASTILLOS,COLUMNAS Y LOSAS * LOS AGREGADOS A UTILIZAR ESTARAN LIMPIOS SIN BASURA Y LIBRES DE SUSTANCIAS QUE DAÑEN LA RESISTENCIA DEL CONCRETO. * EL ESPESOR TOTAL DE LA LOSA SERA: ENTREPISO 10 Cms., AZOTEA 10 Cms. * RECUBRIMIENTOS: CASTILLOS 2Cms.,COLUMNAS 2.5 Cms., CADENAS 2 Cms., TRABES 2.5 Cms., ZAPATAS CORRIDAS 5 Cms. LOSAS 2 Cms. * LA SEPARACION DE LOS ESTRIBOS SERA A PARTIR DE LA CARA DE LOS APOYOS. * LAS LONGITUDES DE ANCLAJES Y TRASLAPE DE VARILLA SERA COMO MINIMO 40 VECES EL DIAMETRO DE LA VARILLA. * EL DOBLES DE LAS VARILLAS, BAYONETEADAS SE HARA A UN CUARTO DEL CLARO. Planta Arquitectonica Alta Esc: 1:75 Especificaciones Generales Isometrico Sanitario Esc: S/esc. 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 SELLO: PROYECTO CASA HABITACION Y LOCAL COMERCIAL PROPIETARIO: JUANA ANGELINA LUNA HERNANDEZ UBICACION: CALLE ANTENA DE TELEVISA, BARRIO SAN JUAN BASCO, MIAHUATLAN DE PORFIRIO DIAZ OAX. \W6.94526; PROYECTÓ: ARQ. ALFREDO ANTONIO CRUZ CANSECO PERITO: ARQ. ALFONSO RAUL JIMENEZ A-1078-A FECHA: OCTUBRE DEL 2009 PLANOS ARQUITECTONICOS, ESTRUCTURALES E INSTALACIONES CONSTRUCCION DE Planta de Conjunto Esc: 1:200 Localizacion Planta Arquitectonica Baja Esc: 1:75 Planta de Cimentacion Esc: 1:100 Planta Estructural de Entrepiso Esc: 1:100 Fachada Principal Esc: 1:75 Planta Estructural de Azotea Esc: 1:100 Planta Baja de Instalacion Hidrahulica y Sanitaria Esc: 1:100 Planta Alta de Instalacion Hidrahulica y Sanitaria Esc: 1:100 Isometrico Hidrahulico Esc: S/esc. Corte Y - Y' Esc: 1:100 Corte X - X' Esc: 1:100

Language	Spanish
Drawing Type	Plan
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio
Tags	architectural, assorted, autocad, commercial, DWG, Family, floor, FOUNDATION, high, house room, Housing, mezzanine, plan, plans, roof, store, structural, water