House – Structural Details DWG Section for AutoCAD

House – Structural Details – Plants – Sections – Details

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

structural design:, electrical design:, hydraulic design :, constructor :, areas :, construction manager :, scale :, sheet :, date :, content of the leaf :, owner :, project :, address :, total construction , area of ​​land, type of housing :, date of plotting, and mojinete mo, detail solera crown sc, section ff, loading, plant, wrought with brick, section gg, forged with, brick, section ee, note b, type of housing, roof plant, mezzanine floor, foundations plant, foundation slab, dense slab, vain, ball, rainwater channel, dense slab, channel of

Raw text data extracted from CAD file:

DISEÑO ESTRUCTURAL : DISEÑO ELECTRICO : DISEÑO HIDRAULICO: CONSTRUCTOR: AREAS: DIRECTOR DE LA OBRA: ESCALA: HOJA: FECHA: CONTENIDO DE LA HOJA: PROPIETARIO: PROYECTO: DIRECCION: CONSTRUIDA 2o. NIVEL CONSTRUIDA TOTAL CONSTRUIDA 1er. NIVEL AREA DE TERRENO : : : : TIPO DE VIVIENDA: FECHA DE PLOTEO: 0 0 0 0 0 0 0 0 0 0 M M M M 2 2 2 2 0 0 0 0 0 -18.33985134833728 Y MOJINETE Mo DETALLE SOLERA CORONA SC MOJINETE Y SOLERA DE CORONA = BLOQUE SOLERA 2 # 3, Est. # 2 @ 20 cm. ESCALA 1:10 REFUERZO VERTICAL # 3 @ 60 cm. REFUERZO HORIZONTAL 2 # 2 @ 40 cm. BLOQUE DE CONCRETO 10x20x40 cm. -18.33985134833728 -18.33985134833728 \A1;0.20 \A1;0.10 \A1;0.15 \A1;1.90 \A1;0.55 \A1;0.15 \A1;2.00 \A1;1.15 \A1;1.40 \A1;1.40 \A1;0.90 \A1;0.15 \A1;0.70 \A1;0.40 \A1;2.80 \A1;1.20 \A1;0.15 \A1;4.65 \A1;4.00 \A1;4.80 \A1;0.15 \A1;3.85 \A1;0.15 \A1;2.05 \A1;0.15 \A1;1.25 \A1;4.50 \A1;R0.40 \A1;3.85 \A1;0.15 \A1;1.35 \A1;0.15 \A1;4.00 \A1;2.20 \A1;1.25 \A1;1.35 \A1;1.35 \A1;1.00 \A1;0.45 \A1;1.00 \A1;2.05 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.00 \A1;1.00 \A1;1.45 \A1;1.00 \A1;0.20 \A1;2.35 \A1;1.50 \A1;0.10 \A1;2.05 \A1;0.10 \A1;0.80 \A1;2.40 \A1;0.10 \A1;6.45 \A1;2.60 \A1;6.45 \A1;6.00 \A1;0.70 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.70 \A1;2.50 \A1;0.10 \A1;6.45 \A1;2.60 \A1;6.45 \A1;1.50 \A1;0.10 \A1;5.80 \A1;1.25 \A1;1.20 \A1;1.25 \A1;1.40 \A1;0.60 \A1;0.30 \A1;3.70 \A1;2.30 \A1;6.00 \A1;3.85 \A1;2.20 \A1;2.00 \A1;1.00 \A1;1.00 \A1;0.70 \A1;0.70 \A1;1.40 \A1;2.95 \A1;3.05 \A1;2.00 \A1;1.00 \A1;1.00 \A1;6.00 \A1;1.30 \A1;4.00 \A1;2.20 \A1;3.30 \A1;0.15 \A1;3.85 \A1;0.10 \A1;2.10 \A1;0.10 \A1;3.55 \A1;0.15 \A1;10.00 \A1;0.70 \A1;1.20 \A1;0.90 \A1;0.10 \A1;1.90 \A1;1.90 \A1;0.10 \A1;0.30 \A1;0.90 \A1;1.45 \A1;0.60 \A1;0.15 \A1;0.10 \A1;0.70 \A1;1.50 \A1;0.15 \A1;2.60 \A1;0.80 \A1;3.55 \A1;1.75 \A1;0.80 \A1;1.10 \A1;1.15 \A1;0.80 \A1;0.80 \A1;2.40 \A1;2.60 \A1;6.45 \A1;6.45 \A1;0.10 \A1;3.65 \A1;0.10 \A1;2.35 \A1;0.10 \A1;0.10 \A1;6.00 \A1;1.15 \A1;6.00 \A1;0.20 \A1;2.20 \A1;0.60 \A1;3.40 \A1;3.30 \A1;9.50 \A1;3.90 \A1;3.80 \A1;6.20 5 5 V-1 SC P-1 SECCION F-F ESC 1:25 LOSA t=120mm, MALLA #4@125as, INF. Y SUP. V-1 5 5 5 5 5 5 CARGADERO V-3 PLANTA ESC.1:25 5 5 5 5 5 5 5 5 5 5 E F NPT=0+2.60 V-2 V-1 PC PC PC V-1 E E Junta <> Junta <> V3 PB PB V-1 V-1 SU2 SU2 PB LOSA t=120mm Malla #3@15 a.s. INF. Y SUP. LOSA t=120mm Malla #3@15 a.s. INF. Y SUP. 5 5 5 FORJADO CON LADRILLO DE OBRA NPT=0+2.60 NPT=0-0.15 NPT=0+0.00 SECCION G-G ESC.1:25 G G PB V-3 #4@0.20 a.s. 5 5 forjado con ladrillo de obra V-2 SU2 V-1 LOSA t=120mm Malla #3@15 a.s. INF. Y SUP. NPT=0+000 NPT=0-0.15 SECCION E-E ESC.1:25 5 5 2#4 5 V-3 \A1;VT1-15 PB PB PB NOTA B \A1;PROYECCION DE GRADAS FORJADAS NPT=0+2.60 PB \A1;0.20 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.10 \A1;1.23 \A1;0.90 \A1;0.75 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.300 \A1;0.1857 \A1;0.650 \A1;0.10 \A1;2.10 \A1;0.10 \A1;2.20 \A1;1.20 \A1;0.90 \A1;0.10 \A1;1.90 \A1;0.30 \A1;0.85 \A1; Junta 0.01 \A1;Junta 0.01 \A1;0.12 \A1;0.12 \A1;0.05 \A1;0.300 \A1;0.350 PROYECTO: TIPO DE VIVIENDA CONTENIDO DE LA HOJA: ESCALA: HOJA: 0 0 PROYECTO: TIPO DE VIVIENDA CONTENIDO DE LA HOJA: ESCALA: HOJA: 0 \A1;0.60 \A1;3.55 \A1;0.20 \A1;0.20 \A1;0.875 \A1;0.75 \A1;0.30 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.52 PLANTA DE TECHOS escala 1:75 PLANTA DE ENTREPISOS escala 1:75 PLANTA DE FUNDACIONES escala 1:75 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT=0+000 NPT=0+000 NPT=0-0.15 NPT=0+000 NPT=0-0.30 NPT=0-0.15 PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB LOSA DE FUNDACION LOSA DE FUNDACION LOSA DE FUNDACION LOSA DE FUNDACION LOSA DE FUNDACION E-1 C E-1 D E-1 A E-1 A E-1 B B E-1 N3 E-1 C E-1 E PB PB NPT=0-0.15 NPT=0+0.20 NPT=0+0.10 NPT=0+0.10 NPT=0+0.00 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 E-1 D PC PC PC PC PC E-1 E NPT=0+0.20 N2 1.00 5 5 5 5 5 5 2.00 5 1.00 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT=0+2.60 NPT=0+2.60 NPT=0+2.60 NPT=0+2.77 NPT=0+2.77 E-1 D E-1 E E-1 C E-1 E E-1 D NPT=0+2.60 NPT=0+2.60 Losa Copresa VT1-15 Losa Copresa VT1-15 Losa Copresa VT1-15 Losa Copresa VT1-15 V-1 V-1 V-4 V-4 V-2 V-1 V-1 V-1 V-1 V-1 V-4 V-1 V-1 V-4 V-1 PB PB PB PB PC PB PC PC PC PC PB PC PC PB PB PB PC PB PB PC PB V-1 E-1 C Losa Densa Losa Densa PB A B E E F F H H C’ F’ F’ E’ 1 6 5 3′ 5 5 5 5 VANO 5 5 5 5 5 5 1 6 2′ I I J J 5 BALL CANAL DE AGUAS LLUVIAS BALL CANAL DE AGUAS LLUVIAS 30% P-2 P-2 30% 30% P-2 P-1 P-1 P-1 SC SC \A1;P-1 \A1;P-1 20% SC SC P-1 P-1 P-1 P-1 P-1 BALL LOSA DENSA LOSA DENSA BALL 5 22% P2 P2 P2 SC SC SC SC SC SC SC E-1 A E-1 A E-1 B B E-1 Malla #4 @0.15 a.s. 12% SC SC SC \A1;P-3 5 5 5 5 5 5 5 5 5 5 E-1 D E-1 C E-1 E 5 5 5 5 P-2 5 N5 SC VER DETALLE-2 P-2 5 CANAL DE ALL P-1 P-1 5 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 5 P-3 P-3 P-3 P-3 5 5 5 VER DETALLE-1 5 P-2 P-2 5 5 5 5 5 #4@0.15 3#3 Longitudinalmente PROYECTO: TIPO DE VIVIENDA CONTENIDO DE LA HOJA: ESCALA: HOJA: 0 0