Residential Housing –Two Levels DWG Full Project for AutoCAD

Residential Housing –Two Levels DWG Full Project for AutoCAD

Housing two levels residential type – Complete project

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

computer, telephone, seals, location, starting from natural terrain., checking dimensions in architectural plan., or septum pedaling., sup. for building upstairs, sup. total to be built, free surface, specifications of slabs and roof :, and the separation will be as indicated in the plants, specifications of foundation:, extension with stone brazier of the region, existing foundations of tepetate plate, table of surfaces, sup . for building ground floor, notes :, sup. ground, ground floor, pool, garden, bathroom, services, patio, water tank, cistern, wash, room, quarter, dining room, living room, kitchen, hall, bedroom, room, access, first floor, j ”, h ”, terrace, study, terri l. napier, compupro, inc., foundation plant, mezzanine slab, roof slab, trabe b, vault, linternilla, trabe a, solid slab detail, foundation detail, variable, copper pipe, gas installation, isometric, stove, heater, cylinders, hydraulic installation, detail of footings and columns, main facade, cut a-a ‘, roof plant, plant assembly, the cltor. mpal., service, the preserve, queretaro circuit, jalpan, rush, municipal, meter, freg., shower, laundry, lav., wc, diameter indicated in mm., simbology, cold water weldable copper tube, direction of current, hot water weldable copper pipe,

Raw text data extracted from CAD file:

Computer Telephone \A1;1.40 \A1;3.07 \A1;2.65 \A1;2.15 \A1;1.98 \A1;1.57 \A1;6.15 \A1;4.20 \A1;6.65 \A1;1.08 \A1;5.30 \A1;4.65 \A1;0.60 \A1;5.05 \A1;2.65 \A1;3.65 \A1;5.15 \A1;2.50 \A1;1.65 \A1;0.75 \A1;3.15 \A1;3.30 \A1;2.18 \A1;1.975 \A1;1.55 \A1;4.73 \A1;1.50 \A1;3.53 \A1;3.15 \A1;4.23 \A1;2.73 \A1;2.50 \A1;2.57 \A1;14.57 \A1;3.65 \A1;7.58 \A1;13.73 \A1;49.00 \A1;4.15 \A1;1.15 \A1;1.03 \A1;3.07 \A1;2.15 \A1;4.15 \A1;1.08 \A1;0.50 \A1;3.65 \A1;7.40 \A1;1.50 \A1;1.72 \A1;0.68 \A1;1.15 \A1;4.23 \A1;2.15 \A1;3.15 \A1;8.38 \A1;1.50 \A1;4.70 \A1;5.12 \A1;2.15 \A1;5.15 \A1;2.15 \A1;14.58 \A1;6.65 \A1;4.20 \A1;1.57 \A1;1.40 \A1;3.07 \A1;1.98 \A1;2.15 \A1;2.65 \A1;6.15 \A1;14.57 \A1;49.00 \A1;3.65 \A1;1.08 \A1;2.18 \A1;4.65 \A1;5.30 \A1;1.65 \A1;3.30 \A1;3.15 \A1;0.75 \A1;5.05 \A1;0.60 \A1;2.65 \A1;4.73 \A1;13.73 \A1;3.65 \A1;7.58 \A1;1.55 \A1;1.975 \A1;2.57 \A1;3.15 \A1;2.73 \A1;4.23 \A1;3.53 \A1;2.50 \A1;6.15 \A1;2.65 \A1;2.15 \A1;1.98 \A1;3.07 \A1;1.40 \A1;1.57 \A1;4.20 \A1;14.57 \A1;6.65 \A1;2.50 \A1;3.53 \A1;4.23 \A1;2.73 \A1;3.15 \A1;2.57 \A1;1.975 \A1;1.55 \A1;7.58 \A1;3.65 \A1;13.73 \A1;4.73 \A1;2.65 \A1;0.60 \A1;5.05 \A1;0.75 \A1;3.15 \A1;3.30 \A1;1.65 \A1;5.30 \A1;4.65 \A1;2.18 \A1;1.08 \A1;3.65 \A1;49.00 \A1;7.15 \A1;5.50 \A1;16.78 \A1;5.15 \A1;2.50 \A1;7.15 \A1;6.57 \A1;6.15 \A1;5.15 \A1;7.15 \A1;6.57 \A1;14.58 \A1;2.15 \A1;5.15 \A1;2.15 \A1;5.12 \A1;4.70 \A1;1.50 \A1;8.38 \A1;3.15 \A1;2.15 \A1;1.15 \A1;0.68 \A1;1.72 \A1;1.50 \A1;7.40 \A1;3.65 \A1;0.50 \A1;1.08 \A1;4.15 \A1;4.23 \A1;2.15 \A1;3.07 \A1;1.03 \A1;1.15 \A1;4.15 \A1;16.78 \A1;2/4 \A1;1/4 \A1;2/4 \A1;2/4 \A1;1/4 \A1;1/4 \A1;1/4 \A1;0.15 \A1;1/4 \A1;0.15 \A1;1/4 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.20 \A1;VARIABLE \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.12 \A1;1.20 \A1;1.20 \A1;0.12 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.3 \A1;0.3 \A1;1.20 \A1;0.3 \A1;0.3 \A1;1.20 \A1;2.65 \A1;2.85 \A1;4.15 \A1;0.50 \A1;3.65 \A1;7.40 \A1;1.50 \A1;1.72 \A1;0.68 \A1;1.15 \A1;2.15 \A1;3.15 \A1;8.38 \A1;1.50 \A1;4.70 \A1;5.12 \A1;2.15 \A1;5.15 \A1;2.15 \A1;14.58 \A1;34.30 \A1;4.15 \A1;1.15 \A1;1.03 \A1;3.07 \A1;2.15 \A1;4.23 \A1;49.00 \A1;19.38 \A1;45.00 \A1;22.75 \A1;2.65 \A1;0.10 \A1;2.65 \A1;0.10 \A1;5.22 \A1;2.73 \A1;1.08 \A1;0.42 \A1;3.65 \A1;5.15 \A1;0.80 \A1;1.22 \A1;7.07 \A1;1.08 \A1;2.93 \A1;4.30 4.- GANCHOS Y TRASLAPES TENDRAN 40 DIAMETROS MINIMO. 2.- ACERO ALTA RESISTENCIA F'Y=4200KG/CM2, EN TRABES Y LOSA 5.- ESTRIBOS Y GRAPAS SERAN DE ALAMBRON No. 2. 3.- LAS LOSAS DE ENTREPISO Y AZOTEA SERAN DE CONCRETO 9.- TODO CAMBIO SERA ANOTADO EN BITACORA. 8.- RECUBRIMIENTO DE VARILLAS 2 CM. EN COLUMNAS TRABES Y LOSAS SELLOS LOCALIZACION DESPLANTE MINIMO DE CIMIENTOS 70 CM PARTIENDO DE TERRENO NATURAL. VERIFICAR COTAS EN PLANO ARQUITECTONICO. PLANTILLA DE CONCRETO 6 CM. ESP. F'C=100 KG/CM2 O PEDACERIA DE TABIQUE. SUP. POR CONSTRUIR PLANTA ALTA SUP. TOTAL POR CONSTRUIR SUPERFICIE LIBRE 2 M. 225.56 696.56 N M. 2 2 M. 519.00 1.- CONCRETO F'C=250 KG/CM2 EN TRABES CERRAMIENTOS Y LOSA DE 10 cm. DE ESPESOR ARMADO CON VARS. DE 3/8"Ø ESPECIFICACIONES DE LOSAS Y CUBIERTA: Y LA SEPARACION SERA COMO SE INDICA EN LAS PLANTAS ESPECIFICACIONES DE CIMENTACION: AMPLIACION CON PIEDRA BRAZA DE LA REGION ACERO ALTA RESISTENCIA F'Y=4200 KG/CM2 DE 2.20 DESDE EL NIVEL DE PISO TERMINADO. 7.- SE USARA CONCRETO DE FRAGUADO RAPIDO. CIMENTACION EXISTENTE DE PLANCHA DE TEPETATE 6.- LAS CADENAS DE CERRAMIENTO SE COLOCARAN A UNA ALTURA g CUADRO DE SUPERFICIES SUP. POR CONSTRUIR PLANTA BAJA NOTAS: SUP. TERRENO M. 2 2 M. 990.00 293.44 R R R R PLANTA BAJA ALBERCA 5 5 5 5 5 J' 19 18 JARDIN BAÑO BAÑO SERVICIOS DE PATIO 5 5 5 5 N M 5 5 5 C' 5 5 5 5 5 5 5 5 5 5 5 5 9'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 O L K J I H G F E D C B A 20 17 16 15 12 11 10 9 8 7 6 5 4 3 2 L C cap.=40 lts. Tinaco CISTERNA L LAVADO DE CUARTO CUARTO DE TRIQUES COMEDOR SALA COCINA HALL BAÑO RECAMARA C CUARTO DE ACCESO 5 PLANTA ALTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 L C L' K' J'' H'' H' 12' 12 11'' 11' 9' 7' 4' O N F G' J K M' A 11 9'' 5' 9 14 RECAMARA BAÑO RECAMARA TERRAZA RECAMARA BAÑO TERRAZA L C L C L ESTUDIO C 5 Telephone AT&T 7102 120.00 10-13-90 20218 2228 Terri L. Napier 2096 Computer CompuPro, Inc. 486-66 7,995.00 08-20-93 06143 2228 Terri L. Napier 214 K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K O N D E F G H I J K L 5 M 5 J' A B C C' 5 5 5 5 5 5 20 5 19 5 17 18 16 5 5 5 5 5 5 12 5 10 11 5 9'' 5 5 5 6 7 8 9 5 5 5 3 4 5 5 5 5 5 2 1 5 5 15 5 5 5 5 5 PLANTA DE CIMENTACIÓN C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 K K K K C-1 C-1 C-1 C-1 C-1 C-1 K K K K C-2 C-2 K K K K LOSA DE ENTREPISO 5 5 5 5 5 15 5 5 1 2 5 5 5 5 5 4 3 5 5 5 9 8 7 6 5 5 5 9'' 5 11 10 5 12 5 5 5 5 5 5 16 18 17 5 19 5 20 5 5 5 5 5 5 C' C B A J' 5 M 5 L K J I H G F E D N O 5 5 5 5 5 5 5 5 5 5 5 5 5 14 9 5' 9'' 11 A M' K J G' F N O 4' 7' 9' 11' 11'' 12 12' H' H'' J'' K' L' 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA DE AZOTEA 5 1 1 Z C Z C Z C C Z z C C Z VAR. 3/8" @ 20 CM. VAR. 3/8" @ 20 CM. TRABE B TRABE B TRABE B TRABE B TRABE B TRABE B VAR. 3/8" @ 20 CM. VAR. 3/8" @ 20 CM. VAR. 3/8" @ 20 CM. VAR. 3/8" @ 20 CM. TRABE B TRABE B BOVEDA BOVEDA LINTERNILLA TRABE A TRABE A TRABE A TRABE A TRABE A TRABE A TRABE A TRABE A VAR. 3/8" @ 20 CM. TRABE A CISTERNA VAR. 3/8" @ 20 CM. TRABE A TRABE A VAR. 3/8" @ 20 CM. VAR. 3/8" @ 20 CM. VAR. 3/8" @ 20 CM. C Z C Z C Z C Z C z 2/4 1/4 ESTR. DE 1/4"Ø A 15cm. 3 VAR.DE 1/2"Ø 2/4 ESTR. DE 1/4"Ø A 15cm. TRABES TIPO B (losa azotea) TRABES TIPO A (losa entrepiso) DETALLE DE LOSA MACIZA VAR.DE 3/8" Ø @ 15 cm. EN AMBOS SENTIDOS 2/4 1/4 BAYONETAS ALTERNADAS @ 30 cm. BASTONES ALTERNADOS @ 30 cm. 1/4 ESTR. DE 1/4"Ø A 10cm. 1/4 ESTR. DE 1/4"Ø A 10cm. 0.15 1/4 0.15 1/4 3 VAR.DE 1/2" Ø 0.20 2 VARS.DE 1/2" Ø BAYONETAS ALTERNADAS @ 30 cm. BASTONES ALTERNADOS @ 30 cm. ESTR. DE 1/4"Ø A 10cm. 3 VARS. DE 1/2" Ø ESTR. DE 1/4"Ø A 10cm. 3 VARS. DE 1/2" Ø 2 VARS.DE 1/2"Ø 0.30 0.10 0.15 0.20 DETALLE DE CIMENTACIÓN VARIABLE CT-1 0.80 CT-2 0.80 0.20 ANCLAR VARS.EN CIMIENTOS A90cm.DE PROFUNDIDAD K 0.30 0.15 4 VARS. DE 3/8Ø ESTR. DE 1/4"Ø A 20cm. ESTR. DE 1/4"Ø A 20cm. 4 VARS. DE 3/8Ø 4 VARS. DE 3/8Ø ESTR. DE 1/4"Ø A 20cm. 0.15 K 0.30 0.15 4 VARS. DE 3/8Ø ESTR. DE 1/4"Ø A 20cm. 4 VARS. DE 3/8Ø 3/8" Ø Tubo cobre INSTALACIÓN DE GAS ISOMETRICO DE Estufa cap.=40 lts. Calentador Cilindros de 30 Kg ISOMETRICO DE INSTALACION HIDRAULICA ESTR. DE 1/4"Ø A 15 cm. ESTR. DE 1/4"Ø A 15 cm. DETALLE DE ZAPATAS Y COLUMNAS VARS. DE 3/8"Ø A 10cm. AMBOS SENTIDOS 0.12 1.20 Z ESTR. DE 1/4"Ø A 10 cm. 1.20 0.12 1.20 Z 1.20 ESTR. DE 1/4"Ø A 10 cm. VARS. DE 3/8"Ø A 10cm. AMBOS SENTIDOS 1.20 0.3 C C 0.3 Z 4 VARS. DE 3/8"Ø 4 VARS. DE 1/2"Ø 1.20 4 VARS. DE 1/2"Ø 4 VARS. DE 3/8"Ø 4 VARS. DE 3/8"Ø 4 VARS. DE 1/2"Ø C Z C 0.3 0.3 1.20 4 VARS. DE 1/2"Ø 4 VARS. DE 3/8"Ø FACHADA PRINCIPAL 5 5 CORTE A-A' RECAMARA BAÑO BAÑO ESTUDIO 5 PLANTA DE AZOTEA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 13 L' K' J'' H'' H' 12' 12 11'' 11' 9' 7' 4' O N F G' J K M' A 11 9'' 5' 9 14 5 5 PLANTA DE CONJUNTO 5 1 2 20 A O 5 5 5 Al Cltor. Mpal. R Z C Tinaco cap.=1,100 lts. LINTERNILLA BOVEDA BOVEDA SERVICIO pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% 5 5 5 5 EL COTO CIRCUITO QUERETARO JALPAN ACOMETIDA MUNICIPAL MEDIDOR 19 13 freg. Regadera 13 Lavadero Lav. w.c. Regadera Lav. w.c. Lav. w.c. w.c. Lav. Calentador Cap.=40 lts. w.c. Regadera Lav. DIMETRO INDICADO EN mm. SIMBOLOGIA AGUA FRIA TUBO DE COBRE SOLDABLE DIRECCION DE CORRIENTE DIMETRO INDICADO EN mm. AGUA CALIENTE TUBO DE COBRE SOLDABLE 15 16 17 D H 5 5 5 5 5 5 pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% pend. min. 2% 2 E 5 5 5 B.A.N. B.A.N. 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Pool, Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, complete, dwelling unit, DWG, full, haus, house, Housing, levels, logement, maison, Project, residên, residence, residential, type, unidade de moradia, villa, wohnung, wohnung einheit