Family House 1 Level DWG Detail for AutoCAD

FAMILY HOUSE 1 level; drawn in AutoCAD. To build on an area of ??10 x 20 meters. The basic elements for accommodation of an average family. Cosntructivos details

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

details of wall junction with retention wall, in first level sanitary service module, concrete block, reinforcement, vertical, concrete, fluid, destroy cell., detailed pedestal, consulting and construction, s.a. of c.v., ing. aristides mauricio pearl lopez, reinforcement of factory building chaparrastique ingenuity, front facade, corridor, sidewalk, bathroom, garage, corridor, pile, architectural plant, foundations plant, foundation sf foundation, npt, compacted filling, cement floor, ntn, concrete block, without reinforcement, block wall, foundation screed, elevation of foundation central axis, masonry wall, column, shoe, masonry, elevation of shoe on wall axis, structural floor of ceilings, no scale, solera mojinete sc , plant, elevation, symbology sewage, pvc sewage, yee tee, siphon, unloading accessory, sewage connection box, grill box, hydraulic plant, symbology drinking water, pvc drinking water pipe , elbow, tee, tap or drinking water outlet, box with control valve, control valve

Raw text data extracted from CAD file:

DETALLES DE UNION DE PARED CON MURO DE RETENCION EN MODULO DE SERVICIO SANITARIO PRIMER NIVEL ESC. 1:12.5 0.10×0.20×0.40 BLOQUE DE CONCRETO REFUERZO VERTICAL CONCRETO FLUIDO \A1;0.20 \A1;0.20 GRAPANo.2 @ 20 Cms. 2 GRAPAS N0 3 EN L @40 CMS. No.X @ 20 Cms. No.X@ 20 Cms. 7 Cms. 10 Cms. DESTRUIR CELDA. 0.65m 0.65m 0.04m 0.04m 0.13m 0.13m 0.13m 0.13m 5 5 5 5 DETALLADO DE PEDESTAL 0.1324999999999932 0.1324999999999932 0.1324999999999932 0.1274999999999977 ACERO DE REFUERZO GRADO 40 (FY= 2800 kg/cm2) CONCRETO CON F’C: 210 kg/cm2 REFUERZO LONGITUDINAL : 16 VARILLAS N° 6 REFUERZO TRANSVERSAL: EST. N°4 @ 15 cms ESC 1:10 1.79m 13.7in 0.2in 5in 0.33in 2in 4in Consultoría y Construcción S.A. de C.V. Ing. Aristides Mauricio Perla Lopez calentador #3 calentador #4 0.8m 0.8m 0.05m 0.05m 0.16m 0.16m 0.16m 0.16m 5 5 5 5 0.1630769230769147 0.1630769230769147 0.1630769230769147 0.1569230769230785 0.061m 0.057m 0.057m 0.096m 0.096m 24in 24in 26in 26in 0.139m 0.139m 0.139m 0.163m 0.163m 0.163m 0.061m 0.182m 0.182m 0.182m 0.176m 0.176m 0.176m 24.00001296499955 5 0.1392000000289499 0.1389473684500331 0.1389473684500047 0.0609473684337445 0.162568421086462 0.162568421086462 0.1625684210865757 0.0609473684337445 0.0962526315989578 0.0962526315989578 26.00001404699952 26.00001404699952 0.05735052633122 0.0573505263313336 0.1820000000489017 0.1820000000491291 0.1816989474172033 0.1761157895210772 0.1761157895210772 0.1760884211000757 0.061m 0.076m 0.076m 0.152m 0.152m 0.152m 0.163m 0.163m 0.163m 0.061m 0.1524000001269883 0.1524000000000001 0.1524000000000001 0.0609473684337445 0.162568421086462 0.162568421086462 0.1625684210865757 0.0609473684337445 0.0762 0.0761999999999148 0.057m 0.057m 0.169m 0.076m 26in 0.182m 0.182m 0.182m 0.169m 0.169m 0.076m 5 0.05735052633122 0.0573505263313336 0.1820000000489017 0.1820000000491291 0.1816989474172033 0.1693300000000022 0.1693300000000022 0.1693400001777832 0.0762 0.0762 0.061m 0.076m 0.076m 24in 0.152m 0.152m 0.152m 0.163m 0.163m 0.163m 0.061m 24.00001296499955 0.1524000001269883 0.1524000000000001 0.1524000000000001 0.0609473684337445 0.162568421086462 0.162568421086462 0.1625684210865757 0.0609473684337445 0.0762 0.0761999999999148 5 26.00001404699952 0.086347368459144 0.086347368459144 0.1625684210865757 0.162568421086462 0.162568421086462 0.1524000000000001 0.1524000000000001 0.1524000001269883 0.1016000000253996 0.0762 0.086m 0.086m 0.163m 0.163m 0.163m 0.152m 0.152m 0.152m 0.076m 26in 26in 0.102m REFORZAMIENTO DE EDIFICIO DE FABRICA INGENIO CHAPARRASTIQUE KM. 144 ½, CARRETERA AL CUCO, CANTÓN EL JUTE, SAN MIGUEL. \W0.16595; PLANTA DE UBICACION DE PERFILES A REFORZAR PRIMERO \W0.16595; Y SEGUNDO NIVEL, DETALLE DE REFUERZO DE PERFILES \W1.03911; COMPAÑIA AZUCARERA SALVADOREÑA S.A. de C.V. REFORZAMIENTO DE EDIFICIO DE FABRICA INGENIO CHAPARRASTIQUE KM. 144 ½, CARRETERA AL CUCO, CANTÓN EL JUTE, SAN MIGUEL. \W0.16595; PLANTA DE UBICACION DE PERFILES A REFORZAR PRIMERO \W0.16595; Y SEGUNDO NIVEL, DETALLE DE REFUERZO DE PERFILES \W1.03911; COMPAÑIA AZUCARERA SALVADOREÑA S.A. de C.V. \A1;0.50m \A1;3.00m \A1;1.25m \A1;1.00m \A1;1.50m \A1;0.50m \A1;3.00m \A1;1.25m \A1;1.00m \A1;1.50m \A1;2.5000 \A1;2.5000 \A1;3.0000 \A1;1.7100 \A1;2.5000 \A1;2.5000 \A1;2.5000 \A1;2.3800 \A1;2.5000 \A1;1.7500 \A1;3.2300 \A1;3.0000 \A1;1.7100 \A1;2.5000 \A1;2.5000 \A1;1.7500 \A1;2.5000 \A1;0.8700 \A1;3.2300 0.15m 0.15m 0.3m 0.3m 0.3m 0.3m 0.15m 0.3m 0.25m 0.2m 0.25m 0.2m 0.2m 0.2m 0.2m 0.4m 0.4m 1m 0.2m 1m \A1;3.50m \A1;2.00m \A1;2.50m \A1;2.50m \A1;1.00m \A1;1.80m \A1;0.75m \A1;3.50m \A1;2.00m \A1;2.50m \A1;2.50m \A1;1.00m \A1;1.80m \A1;0.75m \A1;5.9200 \A1;1.4500 \A1;1.7000 \A1;2.6500 \A1;2.5000 \A1;13.0800 \A1;1.7000 \A1;2.5000 \A1;1.7500 \A1;3.2250 \A1;10.0000 \A1;25.0000 \A1;3.0000 \A1;2.5000 \A1;2.5000 \A1;2.5000 \A1;2.5800 0.6m 0.4m 0.2m 0.6m 0.4m 0.2m 0.4m 0.8m 0.4m 0.8m 0.4m 0.3m 0.2m 0.6m 0.6m 0.6m 0.6m 0.6m 0.6m 0.6m 0.2m 0.2m 0.6m 0.6m 0.2m 0.6m 0.6m 0.2m 0.2m 0.9m 0.08m 13.08 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 0.60 1.00 2.38 2.50 1.75 3.23 \A1;0.20 \A1;45° \A1;0.09 \A1;0.09 \A1;0.075 \A1;0.075 10.77 0.30 0.60 \A1;13.0800 \A1;25.0000 \A1;3.0000 \A1;2.5000 \A1;2.5000 \A1;2.5000 \A1;2.5800 W12X35 W14x90 W14x90 FACHADA FRONTAL ESCALA :1-100 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA FRONTAL ESCALA :1-100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;T-1 \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;S-F 5 PASILLO ACERA ACERA BAÑO BAÑO COCHERA CORREDOR PILA \W3.12672; FOSA \W2.06598; SÉPTICA 5 5 A B C D E F G 1 2 3 4 5 6 5 5 5 5 5 5 PLANTA ARQUITECTONICA ESCALA 1:75 A B C D E F G 1 2 3 4 5 6 \W1.76958; TERRENO \W1.76958; TERRENO 5 5 5 5 5 5 5 \A1;Z-1 \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;T-1 \A1;T-1 \A1;T-1 \A1;T-1 \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;S-F \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-2 \A1;Z-2 \A1;Z-2 \A1;Z-2 \A1;Z-2 \A1;Z-2 \A1;Z-2 \A1;Z-2 \A1;Z-2 PLANTA DE FUNDACIONES ESCALA 1:75 \A1;C-1 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-1 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-2 \A1;C-3 \A1;C-1 \A1;C-3 \A1;C-3 5 2 # 3 5 5 5 5 ESC. 1:10 COLUMNA C-1 5 5 5 # 4 EST. #3 @ 0.15 5 5 2 # 3 ESC. 1:10 COLUMNA C-2 4 # 4 EST. #3 @ 0.15 4 # 3 ESC. 1:10 COLUMNA C-3 4 # 4 EST. #3 @ 0.15 5 5 ESC. 1:10 SOLERA DE FUNDACION SF 4 # 4 EST. #3 @ 0.15 5 5 ESC. 1:10 TENSOR T-1 4 # 4 EST. #3 @ 0.15 NPT RELLENO COMPACTADO SUELO CEMENTO NTN BLOCK DE CONCRETO 0.15×0.20×0.40 SIN REFUERZO PARED DE BLOQUE RELLENO COMPACTADO SUELO CEMENTO 5 5 5 5 SOLERA DE FUNDACION ESC. 1:10 ELEVACION DE FUNDACION EJE 1 NPT RELLENO COMPACTADO SUELO CEMENTO NTN BLOCK DE CONCRETO 0.15×0.20×0.40 SIN REFUERZO PARED DE BLOQUE RELLENO COMPACTADO SUELO CEMENTO 5 5 5 5 5 SOLERA DE FUNDACION ESC. 1:10 ELEVACION DE FUNDACION EJE CENTRALES ESC. 1:10 MURO DE MAMPOSTERIA 5 5 NTN 5 5 NTN 5 5 BLOCK DE CONCRETO 0.15×0.20×0.40 SIN REFUERZO PARED DE BLOQUE RELLENO COMPACTADO SUELO CEMENTO SOLERA DE FUNDACION ESC. 1:10 ELEVACION DE FUNDACION EJE 6 NPT 5 5 5 MURO DE MAMPOSTERIA COLUMNA REFUERZO # 4 @ 0.12 AS 5 5 NPT RELLENO COMPACTADO SUELO CEMENTO NTN RELLENO COMPACTADO SUELO CEMENTO ZAPATA COLUMNA REFUERZO # 4 @ 0.12 AS ESC. 1:10 DETALLE DE ZAPATA Z-2 COLUMNA REFUERZO # 4 @ 0.12 AS 5 5 ESC. 1:10 DETALLE DE ZAPATA Z-1 COLUMNA REFUERZO # 4 @ 0.12 AS 5 5 ESC. 1:10 DETALLE DE ZAPATA Z-3 5 5 5 5 5 ESC. 1:10 ELEVACION DE ZAPATA Z-1 Y Z-2 NPT RELLENO COMPACTADO SUELO CEMENTO NTN RELLENO COMPACTADO SUELO CEMENTO ZAPATA COLUMNA REFUERZO # 4 @ 0.12 AS 5 5 5 5 5 ESC. 1:10 ELEVACION DE ZAPATA Z-3 NPT MAMPOSTERIA NTN RELLENO COMPACTADO SUELO CEMENTO ZAPATA COLUMNA REFUERZO # 4 @ 0.12 AS 5 5 5 ESC. 1:10 ELEVACION DE ZAPATA EN EJE DE MURO 5 5 PILA A B C D E F G 1 2 3 4 5 6 5 PLANTA ESTRUCTURAL DE TECHOS ESCALA 1:75 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 SC SC SC SC SC SC SC SC SC SC VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 P-1 P-1 P-1 10% Cubierta de lámina metálica (aleación aluminio-zinc) calibre 24, grado 80 10% 5 P-1 P-1 P-1 P-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-1 SIN ESCALA Polín “C” de 4″ calibre 16 \A1;2.0″ \A1;4″ \A1;2.0″ VM-1 SIN ESCALA Polín “C” de 4″ calibre 16 Encajuelado \A1;4″ 5 5 5 “P-1″ \A1;Varilla ø=\S3#8;” (Grado 60) anclado Solera mojinete SC 5 5 “P-1” SC DETALLE DE APOYO DE “P-1” EN SC Esc. 1:10 PLANTA ELEVACION DET. DE APOYO DE “VM-1″ Esc. 1:10 Varilla #3 1/8″ 1/8” <> VM-1 Polin “P-1” APOYO DE “VM-1” EN PARED APOYO DE “VM-1″ EN PARED 5 5 5 POLIN C 4 ENCAJUELADO POLIN C 4 ENCAJUELADO DETALLE ESTRUCTURAL DE VM-1 ESCALA 1:20 SIMBOLOGIA AGUAS NEGRAS TUBERIA DE AGUAS NEGRAS DE PVC CURVA 90º YEE TEE SIFON ACCESORIO DE DESCARGA CAJA DE CONEXION DE AGUAS NEGRAS CAJA PARRILLA ACERA ACERA BAÑO PILA \W3.12672; FOSA \W2.06598; SÉPTICA A B C D E F G 1 2 3 4 5 6 5 PLANTA DE INSTALACIONES HIDRAULICAS ESCALA 1:75 \W1.76958; TERRENO \W1.76958; TERRENO 5 5 5 5 5 5 PVC Ø1/2″ 250 PSI PVC Ø4” 125 PSI PVC Ø4″125 PSI 1% 1% 0.05% CANALETA DE AGUAS LLUVIAS 0.05% CANALETA DE AGUAS LLUVIAS CAJA PARRILLA SIMBOLOGIA AGUA POTABLE TUBERIA DE AGUA POTABLE DE PVC CODO TEE GRIFO O SALIDA DE AGUA POTABLE CAJA CON VALVULA DE CONTROL VALVULA DE CONTROL