House DWG Section for AutoCAD

House – Plants – Sections – Elevations – Foundations

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

typical detail of lightened, efforts :, – foundation run, – sobreciminto, – foundation, steel :, technical specifications, at its final height., flat beams, columns, coatings:, lightened, banked beams, slabs, footings, note :, – it is recommended to take care to control as much as possible any infiltra- tion of water that disturbs the potential equilibrium of the soil. – the mooring columns will be emptied after having lifted the – the walls indicated in the plans will be brick kk ., table of columns, bxt, abutments, type, aa, npt, bb, cc, ee, ff, gg, shoe frame, notation, ax, steel, foundations, lightened first floor, stairwell, double joist, duct lighting, lightened roof, roof detail roof, ladder roof, garden, bedroom, parents, double, living, night, sh, hall, roof, service, second floor, lightened second floor, duct, ventilation, solid slab , lateral shoe, plant, floor, central shoe, staircase, first roof, overloads :, second roof, foundation-size, shoe-size, stair-step, beam-size, sbm, floor :, owner :, project :, design, arch. second B. burgos malaver, telephones, pag. web, rvbv, digit, date, scale, code, second burgos malaver, architect: location location, in litigation, indicated, main elevation, wood, iron, material, width, height, doors, alfeiz., box vain, windows , service patio, kitchen, hallway, dining room, passageway, front fence lift, room, passageway, garage, studio, patio, service, first floor

Raw text data extracted from CAD file:

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ESPECIFICACIONES TECNICAS = 7.50 cm. = 2.00 cm. = 2.50 cm. = 3.00 cm. = 2.00 cm. = 3.00 cm. a su altura final. VIGAS CHATAS COLUMNAS RECUBRIMIENTOS: ALIGERADOS VIGAS PERALTADAS LOSAS ZAPATAS NOTA: muros dentados de ladrillo (como se muestra en el detalle correspondiente) - Se recomienda tener cuidado de controlar en lo posible cualquier infiltra- ción de agua que altere el equilibrio potencial del suelo. - Las columnas de amarre se vaciaran despues de haber levantado los - Las paredes indicadas en los planos serán de ladrillo K-K. CUADRO DE COLUMNAS 5 5 b x t ESTRIBOS As TIPO 0.25 X 0.25 C - 2 6 d 1/2" 6 d 1/2" RESISTENCIA DEL SUELO = 1.5 kg/cm2 A-A N.P.T. N.P.T. N.P.T. B-B EN PUERTAS\fBankGothic Lt BT|b0|i0|c0|p34; C-C N.P.T. N.P.T. E-E N.P.T. N.P.T. N.P.T. F-F 5 5 5 5 5 5 5 5 5 5 5 5 VP 101 - 201 ESTRIBOS d 3/8" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 \fFutura Md BT|b0|i0|c0|p34;.50 3d 5/8" 2d 5/8" 1 - 1 .40 .25 1.20 1 d 5/8" 2 d 5/8" 1 d 5/8" 1 1 2 d 5/8" \fFutura Md BT|b0|i0|c0|p34;.50 1.20 1.65 1.20 1 d 1/2" .50 2 d 1/2" 1 d 1/2" 2 .50 1 d 1/2" 2 ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 VCH 301 / 302 .25 .20 2 - 2 2d 1/2" 3d 1/2" 5 4.77 .25 .20 3 - 3 3d 1/2" 2d 1/2" VCH 101 / 201 2 2 .80 2 d 1/2" 1 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 3.25 3.15 ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 0.90 0.90 0.90 0.90 0.90 0.90 2 d 1/2" 1 d 1/2" 1 d 1/2" 2 d 1/2" .50 .50 .50 .50 3.50 ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 2 d 1/2" 1 d 1/2" 2 d 1/2" .50 1 d 1/2" .50 VP 102-103-104 / 202-203-204 ESTRIBOS d 3/8" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 \fFutura Md BT|b0|i0|c0|p34;.50 3d 5/8" 2d 5/8" 1 - 1 .40 .25 1 d 5/8" 2 d 5/8" 1 d 5/8" 2 d 5/8" \fFutura Md BT|b0|i0|c0|p34;.50 4.77 \fFutura Md BT|b0|i0|c0|p34;1.65 \fFutura Md BT|b0|i0|c0|p34;.50 2 d 5/8" 2 d 5/8" ESTRIBOS d 3/8" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 .50 1 d 5/8" 1 d 5/8" \fFutura Md BT|b0|i0|c0|p34;1.60 4.98 \fFutura Md BT|b0|i0|c0|p34;1.65 \fFutura Md BT|b0|i0|c0|p34;1.60 2 d 1/2" 1 d 1/2" 2 d 1/2" ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 3.50 2 d 1/2" 1 d 3/8" 1 d 1/2" 2 d 1/2" 0.90 0.90 0.90 0.90 0.90 0.90 ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 3.15 3.25 ESTRIBOS d 1/4" 3@.05, 3@.10, 3@.15, 2@.20, Rto @ .25 2 d 1/2" 1 d 1/2" 2 d 1/2" .80 3d 1/2" 3d 1/2" 4 - 4 .30 .25 VA 5 5 5 5 G-G N.P.T. 5 5 5 5 5 5 5 5 5 5 d 1/2" @ 0.25 d 1/2" @ 0.20 5 5 5 3º Y 5º TRAMO 5 .18 5 d 1/2" @ 0.20 d 3/8" @ 0.25 5 5 5 d 1/2" @ 0.25 .18 5 d 3/8" @ 0.25 d 1/2" @ 0.20 2º, 4º Y 6º TRAMO 5 1º TRAMO 5 5 .18 5 5 5 5 d 3/8" @ 0.25 d 1/2" @ 0.20 d 3/8" @ 0.20 d 1/2" @ 0.25 d 1/2" @ 0.20 5 1 1 1 d 5/8" 1 d 5/8" 0.50 0.50 0.50 0.50 0.50 0.50 2 d 1/2" 1 d 3/8" 1 d 3/8" .25 .30 2 - 2 2d 1/2" 3d 1/2" 1 1 2 d 1/2" 2 d 1/2" 2 d 1/2" 1.20 H CUADRO DE ZAPATAS NOTACION A x B Z - 1 h ACERO 1.00 x 1.20 0.60 Ø 1/2" @.18 AMBOS SENTIDOS 4` 3` 2` 1` 5 4 3 2 1 5 5 B C A 5 5 5 5 CIMENTACION 5 5 5 5 A.1 5 5 A` C` B` 5 1.00 5 5 5 5 1.00 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.00 5 1.00 5 1.00 5 1.00 5 1.00 5 1.00 5 1.00 5 1.00 5 C - 2 Z - 1 Ø1/2@.18 C - 1 Z - 1 Ø1/2@.18 C - 2 Z - 1 Ø1/2@.18 C - 2 Z - 1 Ø1/2@.18 C - 2 Z - 1 Ø1/2@.18 C - 2 Z - 1 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 Ø1/2@.18 C - 3 Z - 1 C - 1 Z - 1 C - 2 Z - 1 C - 2 Z - 1 C - 3 Z - 1 C - 3 Z - 1 5 C - 3 Z - 1 5 B B C C A A A A A A A A A A B B B B A A C C B B B B A A A A F F E E E E B B B B d 3/8"; 2@0.05, 4@0.10, Resto@0.20 d 3/8"; 2@0.05, 4@0.10, Resto@0.20 B B B B C C C C G G G G 5 5 C C 1.20 5 1.20 5 1.20 5 1.20 ALIGERADO PRIMER PISO 5 5 A C B A` C` B` 5 5 5 1 2 3 4 CAJA DE ESCALERA 2.20 X 2.90 m. DOBLE VIGUETA VA VP 104 VA VA VA VA VA VCH 101 VA 2.30 X 2.90 m. DUCTO DE ILUMINACION VA DOBLE VIGUETA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" A B 5 VCH 101 VCH 101 ALIGERADO AZOTEA DETALLE DE TECHO AZOTEA A.1 TECHO DE ESCALERA 5 5 5 5 5 .85 5 .40 .32 1 Ø 3/8" 1 d 1/2" 1 Ø 3/8" 1 d 1/2" 5 5 VP 104 14 18 17 15 16 22 23 21 20 24 19 13 12 11 A.1 JARDIN 4` 3` 2` 1` 5 4 3 2 1 5 5 B C A 5 A.1 5 5 A` C` B` 5 3.15 5 3.15 3.25 5 5 2.90 5 5 5 5 5 10.95 5 5 5 5 5 2.90 5 10.15 5 2.70 5 5 5 5 5 5 5 5 .60 .85 2.40 5 5 A A´ B´ B 5 5 5 5 5 5 5 5 5 DORMITORIO PADRES NPT.+2.88 DORMITORIO NPT.+2.88 DORMITORIO NPT.+2.88 DORMITORIO DOBLE NPT.+2.88 ESTAR NOCTURNO S.H. S.H. HALL NPT.+2.88 22 23 21 24 4` 3` 2` 1` 5 4 3 2 1 5 5 B C A 5 A.1 5 5 A` C` B` 5 3.15 5 3.15 3.25 5 5 2.90 5 5 5 5 5 10.95 5 5 5 2.90 5 10.15 3.00 5 5 AZOTEA 5 5 5 5 5 5 .60 .85 2.40 5 5 A A´ B´ B 5 5 5 5 DORMITORIO DE SERVICIO NPT.+5.58 S.H. AZOTEA NPT.+5.58 31 30 32 33 28 29 34 25 26 27 .80 SEGUNDO PISO .80 5 5 5 5 5 5 5 P-O7 P-O7 P-O7 P-O8 P-O9 P-O9 P-O8 P-O9 P-10 V-06 V-06 V-07 V-08 V-09 V-10 V-11 V-11 V-12 V-13 V-14 5 5 A C B A` C` B` 5 5 5 1 2 3 4 CAJA DE ESCALERA 2.20 X 2.90 m. DOBLE VIGUETA VA VA VA VA VA VA VCH 201 VA 2.30 X 2.90 m. DUCTO DE ILUMINACION VA DOBLE VIGUETA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" A B 5 VCH 201 VCH 201 A.1 5 5 VP 102 VP 102 VP 103 VP 103 VP 101 ALIGERADO SEGUNDO PISO V P 204 V P 204 V P 202 V P 202 V P 203 V P 203 V P 201 DUCTO DE VENTILACION 1.00 X 0.60 m. DOBLE VIGUETA VA VCH 301 V CH 302 V CH 301 4` 3` 2` 1` 5 3.15 3.25 4` 3` 2` 1` 5 3.15 3.25 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" A 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 5 5 DOBLE VIGUETA 4 3 5 5 3` 4` 5 C` B` e = 0.10 cm. LOSA MACIZA Fe ø 3/8" @ 0.20 4` 3` A.1 3 4 A` Fe ø 3/8" @ 0.20 d 1/2" @ 0.18 d 1/2" @ 0.18 d 3/8" 2 @ 0.05, 4 @ 0.10, Rto. @ 0.20 N.P.T. ZAPATA LATERAL PLANTA d 3/8" 2 @ 0.05, 4 @ 0.10, Rto. @ 0.20 d 1/2" @ 0.18 d 1/2" @ 0.18 SOLADO N.P.T. N.P.T. ZAPATA CENTRAL PLANTA SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .08 .08 5 5 2 2 2 2 2 2 4 4 4 4 4 4 = 500 kg/m2 = 200 Kg/m2 = 200 kg/m2 ESCALERA PRIMER TECHO SOBRECARGAS: SEGUNDO TECHO ESCALA 1 : 50 ESCALA 1 : 50 ESCALA 1 : 50 ESCALA 1 : 50 ESCALA 1 : 50 ESCALA 1 : 50 ESCALA 1 : 25 ESCALA 1 : 25 ESCALA 1 : 25 ESCALA 1 : 20 ESCALA 1 : 20 DE TALLE DE CIMENTACION DE TALLE DE ZAPATAS DE TALLE DE ESCALERA DE TALLE DE VIGAS ESCALA 1 : 25 E O S N \A1;.68 \A1;.22 \A1;2.48 \A1;7.60 \A1;8.33 \A1;2.68 \A1;.20 \A1;2.50 \A1;.20 \A1;2.43 \A1;.33 \A1;.22 \A1;3.81 \A1;1.50 \A1;.20 \A1;.60 \A1;.40 \A1;1.40 \A1;7.98 \A1;1.83 \A1;.15 \A1;2.55 \A1;.15 \A1;2.46 \A1;.15 \A1;8.34 \A1;2.48 \A1;.20 \A1;.20 \A1;1.00 \A1;.18 \A1;3.50 \A1;3.50 \A1;3.25 \A1;4.98 \A1;4.98 \A1;4.77 \A1;3.25 \A1;3.15 \A1;3.25 \A1;3.15 \A1;3.25 \A1;4.77 \A1;.25 \A1;2.90 \A1;.25 \A1;3.25 \A1;.25 \A1;3.00 \A1;.25 \A1;1.90 \A1;.25 \A1;12.30 \A1;.25 \A1;1.90 \A1;.25 \A1;3.00 \A1;.25 \A1;3.25 \A1;.25 \A1;2.90 \A1;.25 \A1;12.28 \A1;.15 \A1;1.00 \A1;.80 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.50 \A1;.25 \A1;.50 \A1;.40 \A1;1.00 \A1;.15 \A1;3.10 \A1;.15 \A1;10.00 \A1;.25 \A1;2.10 \A1;.25 \A1;1.50 \A1;.40 \A1;.40 \A1;2.10 \A1;.75 \A1;1.20 \A1;.25 \A1;10.00 \A1;.25 \A1;2.10 \A1;.25 \A1;2.30 \A1;.40 \A1;.60 \A1;.60 \A1;.85 \A1;2.40 \A1;.25 \A1;10.15 \A1;.30 \A1;2.70 \A1;.25 \A1;3.25 \A1;3.15 \A1;3.25 \A1;3.15 \A1;3.25 \A1;4.77 \A1;3.50 \A1;3.50 \A1;3.25 \A1;4.98 \A1;4.98 \A1;4.77 \A1;10.00 \A1;10.00 \A1;.25 \A1;2.90 \A1;.25 \A1;3.25 \A1;.25 \A1;3.00 \A1;.25 \A1;10.95 \A1;.25 \A1;3.00 \A1;.25 \A1;3.25 \A1;.25 \A1;2.90 \A1;.25 \A1;.15 \A1;1.50 \A1;.15 \A1;1.45 \A1;.15 \A1;1.60 \A1;.15 \A1;1.45 \A1;.15 \A1;.80 \A1;3.50 \A1;3.50 \A1;3.25 \A1;4.98 \A1;4.98 \A1;4.77 \A1;3.25 \A1;3.15 \A1;3.25 \A1;3.15 \A1;3.25 \A1;4.77 \A1;10.15 \A1;3.00 \A1;.25 \A1;10.00 \A1;.25 \A1;2.10 \A1;.25 \A1;2.30 \A1;.40 \A1;.60 \A1;.60 \A1;.85 \A1;2.40 \A1;.25 \A1;5.00 \A1;.15 \A1;1.45 \A1;.15 \A1;.25 \A1;2.90 \A1;.25 \A1;3.25 \A1;.25 \A1;3.00 \A1;.25 \A1;10.95 \A1;.25 \A1;3.00 \A1;.25 \A1;2.90 \A1;.25 \A1;10.00 \A1;.80 \A1;.80 \A1;.25 \A1;.30 \A1;.90 \A1;.15 \A1;1.00 \A1;.15 \A1;.75 SBM CAP N° 1095 PLANO: PROPIETARIO: PROYECTO: DISEÑO ARQ. SEGUNDO B. BURGOS MALAVER 244840 Hyo.- 3243998 Lima TELEFONOS www.peru-negocios.com/burgos PAG. WEB R.V.B.V. DIGITO FECHA ESCALA CODIGO LAMINA N° CAP N° 1095 SEGUNDO BURGOS MALAVER ARQUITECTO: UBIOCACION LOCALIZACION EN LITIGIO U-01 INDICADA ENERO 2006 ARQ. 02 ELEVACION PRINCIPAL MADERA 2.05 0.80 P-6 MADERA 0.90 P-5 2.48 FIERRO MATERIAL FIERRO MADERA MADERA V-1 1.00 2.30 3.10 V-2 V-3 0.60 2.48 1.48 1.75 0.00 1.00 ANCHO TIPO ALTO 2.40 1.00 P-1 0.80 1.00 P-2 P-4 2.68 2.48 0.65 1.70 1.00 PUERTAS 0.60 0.60 1.60 2.40 0.60 V-11 V-12 V-10 V-9 1.50 0.90 2.70 V-7 1.50 1.00 1.60 1.00 2.10 V-4 1.48 1.20 ALFEIZ. CUADRO DE VANOS VENTANAS FIERRO FIERRO FIERRO FIERRO FIERRO FIERRO FIERRO FIERRO FIERRO 2.25 0.90 P-10 MADERA 0.75 P-9 2.50 MADERA MADERA 0.80 0.90 P-8 P-7 2.50 2.50 PATIO DE SERVICIO COCINA DORMITORIO S.H. S.H. CORTE A-A` 5 5 5 5 5 5 5 5 5 5 5 5 5 S.H. PASILLO COMEDOR S.H. AZOTEA CORTE B-B` DORMITORIO HALL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FIERRO FIERRO V-6 V-8 1.50 1.50 1.00 2.30 1.50 1.00 5 DORMITORIO PASADIZO ELEVACION CERCO FRONTAL 2.40 1.40 1.00 V-13 FIERRO 1.30 1.25 1.00 V-14 FIERRO 14 18 17 15 16 22 23 21 20 24 19 13 12 11 FIERRO 3.10 P-3 2.40 NPT.±0.00 NPT.±0.00 NPT-0.36 NPT.+2.88 NPT.+2.88 NPT.+5.58 NPT.+5.58 NPT.+2.88 NPT.±0.00 NPT-0.36 4` 3` 2` 1` 5 4 3 2 1 5 5 B C A 5 A.1 5 5 A` C` B` 5 3.15 5 3.15 3.25 5 COMEDOR SALA P A S A D I Z O JARDIN 07 08 06 05 09 04 02 01 COCHERA ESTUDIO PASILLO NPT.±0.00 NPT.±0.00 NPT.±0.00 COCINA PATIO DE SERVICIO NPT.±0.00 NPT.±0.00 NPT.±0.00 5 2.90 5 5 5 5 5 1.90 5 5 5 5 5 5 5 5 5 2.90 5 5 5 5 .80 5 5 5 5 5 5 5 .50 .40 5 5 5 5 5 PRIMER PISO 5 5 5 5 5 5 2.10 .75 5 5 5 A A´ B´ B 4` 3` 2` 1` 5 4 3 2 1 5 5 B C A 5 A.1 5 5 A` C` B` 5 3.15 5 3.15 3.25 5 5 2.90 5 5 5 5 5 10.95 5 5 5 5 5 2.90 5 10.15 5 2.70 5 5 5 5 5 5 5 5 .60 .85 2.40 5 5 A A´ B´ B 5 5 5 5 5 5 5 5 5 DORMITORIO PADRES NPT.+2.88 DORMITORIO NPT.+2.88 DORMITORIO NPT.+2.88 DORMITORIO DOBLE NPT.+2.88 ESTAR NOCTURNO 5 S.H. NPT-0.36 S.H. S.H. HALL NPT.+2.88 22 23 21 24 4` 3` 2` 1` 5 4 3 2 1 5 5 B C A 5 A.1 5 5 A` C` B` 5 3.15 5 3.15 3.25 5 5 2.90 5 5 5 5 5 10.95 5 5 5 2.90 5 10.15 3.00 5 5 AZOTEA 5 5 5 5 5 5 .60 .85 2.40 5 5 A A´ B´ B 5 5 5 5 DORMITORIO DE SERVICIO NPT.+5.58 S.H. AZOTEA NPT.+5.58 31 30 32 33 28 29 34 25 26 27 .80 SEGUNDO PISO .80 5 5 5 5 5 5 5 P-01 P-01 P-02 P-02 P-O3 P-O4 P-O4 P-O4 P-O5 P-O6 P-O7 P-O7 P-O7 P-O8 P-O9 P-O9 P-O8 P-O9 P-10 V-O1 V-O2 V-O3 V-04 V-O5 FIERRO V-5 2.00 1.48 1.00 V-06 V-06 V-07 V-08 V-09 V-10 V-11 V-11 V-12 V-13 V-14

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, dwelling unit, DWG, elevations, foundations, haus, house, logement, maison, plants, residên, residence, section, sections, unidade de moradia, villa, wohnung, wohnung einheit