House – Structures Project DWG Full Project for AutoCAD

House – Structures Project – Plants – Sections – Details

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

detail typical of lightened, detail of beams, second floor, typical detail of anchors, colum., overlaps and joints, sloping roof, slabs, beams, r min, meeting, plants, corner, columns, stirrups, slabs and beams, be -tv, bedroom, vch-e, roof, garden, car-port, kitchen, patio, hall, boss-admon, bathroom, study, sewing, cl., service, laundry, tendal, hlibre, var., first floor , third floor, facade, cut a – a, carport, servant bedroom, bb, garden, carport, living – dining room, patio, bathroom, kitchen, staircase, reinforced sur – vey, npt, – overloads, -main enclosures :, columns, beams, lightened, stairs, -concrete armed :, -national regulations of buildings, detail of cistern, -specific simple :, technical specifications :, level, columns, column, xx, cut aa , plant, first section, second section, third section, details of stairs, stairs, rows, vch, room, dining room, pass, joists, lav., vch-, room – uses mu multiple, temporary environment separator, library

Raw text data extracted from CAD file:

+0.15 N.P.T.= \A1;0.30 0.70 \A1;0.20 \A1;0.25 3.775 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.30 \A1;.10 \A1;.10 \A1;0.15 \A1;.10 \A1;0.20 \A1;0.20 3.225 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.075 \A1;0.70 0.25 0.40 \A1;0.10 \A1;0.10 \A1;0.30 3.50 3.50 3.10 6.75 1.15 0.85 0.95 0.60 3.65 0.80 3.10 3.75 0.75 1.00 3.65 0.75 1.00 1.05 2.725 3.225 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.05 2.725 0.15 0.90 2.925 3.275 0.15 3.50 0.15 2.95 0.15 3.60 0.15 0.90 1.875 0.15 3.275 0.15 3.50 0.15 1.90 0.15 6.60 0.15 0.15 0.15 0.15 4.10 0.15 3.925 0.15 2.925 7.00 7.00 20.00 20.00 3.275 3.275 1.95 6.60 0.15 1.90 0.15 2.50 0.15 3.60 0.15 0.15 2.95 0.15 0.15 3.50 0.15 3.00 2.50 0.15 0.15 0.15 0.15 0.15 0.60 3.55 7.00 14.675 17.675 7.00 0.15 0.60 14.675 3.50 2.50 2.10 4.60 3.30 2.60 0.15 0.15 0.15 1.90 0.15 3.60 0.15 0.15 0.15 2.95 3.00 0.15 0.15 3.275 2.50 0.15 0.15 0.90 0.15 0.15 3.275 0.15 7.00 0.15 17.675 7.00 0.15 0.90 0.15 0.90 0.15 0.15 0.60 8.55 6.75 0.15 0.15 1.90 0.15 1.90 0.90 0.15 0.40 0.90 2.60 2.60 0.15 2.60 0.20 0.20 0.20 2.75 2.60 0.20 2.60 0.15 0.20 2.60 0.20 \A1;0.60 \A1;0.15 \A1;0.60 \A1;1.17 \A1;0.15 \A1;0.15 \A1;0.15 2.725 1.05 3.00 3.00 \A1;1.17 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.20 \A1;0.70 \A1;0.10 \A1;0.15 3.00 3.00 3.675 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.80 \A1;0.70 \A1;0.80 3.50 3.10 3.75 3.65 \A1;0.10 \A1;0.15 \A1;0.30 \A1;1.60 \A1;0.10 \A1;0.10 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.10 3.50 3.10 3.75 3.65 2.275 1.05 3.225 \A1;0.70 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.70 \A1;2.00 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.10 \A1;0.70 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.20 \A1;e=0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.80 \A1;0.10 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 0.90 0.65 0.70 3.775 3.225 3.50 3.50 3.10 6.75 1.15 0.85 0.95 0.60 3.65 0.80 3.10 3.75 0.75 1.00 3.65 0.75 1.00 1.05 2.725 3.225 0.65 0.90 3.775 3.225 3.50 3.50 3.10 0.90 3.65 1.20 3.10 3.65 0.75 1.00 1.05 2.725 3.225 0.65 0.90 0.60 0.80 0.30 ACERO DE TEMPERATURA Ø 1/4″ @ 0.25 DETALLE TIPICO DE ALIGERADO 5 C2 C2 5 7Ø1/2″ 5 Ø1/4″ @0.20 VV-1 DETALLE DE VIGAS SEGUNDA PLANTA 3.775 5 5 Ø1/4″ @0.20 VCH-1 VC-1 Ø1/4″ @0.20 4Ø1/2″ A VCH-1 4Ø1/2″ 5 5 .10 .10 5 .10 VB-1 Ø1/4″ @0.30 Ø1/4″ @0.20 VA-1 VB-2 Ø1/4″ @0.30 5 5 ESCALA 1:20 4Ø3/8″ 3.225 B D 5 3Ø3/8″ 5 5 2Ø3/8″ DETALLE TIPICO DE ANCLAJES ( cm ) COLUM. 90 60 50 40 30 TRASLAPES Y EMPALMES 5 5 ESCALA 1/20 TECHO INCLINADO 1Ø3/8″ 120 70 60 50 1″ 3/4″ 5/8″ 1/2″ VB-1 0.70 VCH-1 1Ø3/8″ 30 ( cm ) LOSAS, VIGAS 40 6 mm Ø 3/8″ Los empalmes L se ubicaran en el tercio central. No se empalmaran mas del 50% de la armadura en una misma seccion 10 cm 15 cm 3/8″ 6 mm L Ø No se permitiran empalmes del refuerzo superior ( negativo ) en una longitud de 1/4″ de luz de la losa o viga a cada lado de la columna o apoyo 2.0 cm 1.5 cm R min ENCUENTRO PARA Ø 3/8″ PARA Ø 1/2″ Y Ø 5/8″ PLANTAS ESQUINA 0.25 0.40 EN COLUMNAS ESTRIBOS LOSAS Y VIGAS 0.10 0.10 ESCALA 1/10 0.30 5 5 C2 C1 5 VC-1 VC-1 5 5 2 C1 C1 ESTAR-TV A 1Ø1/2″ 2Ø3/8″ 5 1Ø1/2″ 1Ø1/2″ 2Ø3/8″ 5 5 1Ø1/2″ VCH-1 VCH-1 C1 1Ø1/2″ 5 VC-1 5 7 6 C2 C2 C2 DORMITORIO D 5 1Ø1/2″ VCH-1 VC-1 -1 VCH-1 VC-1 C2 C3 5 5 DORMITORIO B 5 1Ø1/2″ 5 VCH-1 VCH-1 VC-1 VC-1 C2 C2 3 5 5 DORMITORIO C 1Ø1/2″ 1Ø1/2″ 2Ø3/8″ 5 1Ø1/2″ 5 VC-1 VCH-E VCH-1 VCH-1 VCH-1 VC-1 VC-1 C2 C2 C2 C3 6 7 5 2.725 8 A B D C 3.225 8 AZOTEA 0.15 0.20 0.10 0.05 5 5 5 5 V 1.20 5 5 5 0.90 5 V 2.20 1.60 1.00 1.50 1.40 2.10 0.90 P 2.10 P 0.90 0.50 0.50 5 5 2.60 M – 2.15 2.10 – 0.80 P P1 0.50 2.10 0.90 P 2.10 0.90 0.50 5 5 5 2.10 0.90 P 0.50 5 5 4.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JARDIN NTN: 0.00 NPT: 0.00 CAR-PORT NPT: + 0.15 COCINA NPT: + 0.15 PATIO NPT: + 0.15 DORMITORIO NPT: + 2.95 NPT: + 0.15 NTN: 0.00 PATIO HALL NPT: + 0.15 LA SIBL___3008 JEFE-ADMON SIBL___3008 JEFE-ADMON SIBL___3008 JEFE-ADMON SIBL___3008 JEFE-ADMON SIBL___3008 JEFE-ADMON SIBL___3008 JEFE-ADMON 2 3 4 5 6 7 8 9 BAÑO NPT: + 0.15 1 2.10 0.50 0.90 P 0.50 2.10 0.90 P VA DE RO 1.60 1.80 1.00 V 1.00 1.60 2.00 V A A 5 5 5 5 B 5 5 5 5 NPT: + 0.15 BAÑO NPT: + 2.95 5 5 5 A 5 ESTAR-TV 5 NPT: + 2.95 DORMITORIO NPT: + 2.95 1.00 1.60 2.50 V DORMITORIO V 1.00 1.40 1.60 NPT: + 2.95 5 5 9 8 7 22 21 20 19 1.50 1.20 V 1.40 P1 2.10 0.90 0.50 2.10 – 0.80 P P 0.90 0.50 2.10 17 18 NPT: + 2.95 HALL 5 5 5 5 5 5 5 5 5 1.00 1.60 5 5 V 1.50 ESTUDIO V 2.00 1.60 1.00 NPT: + 2.95 COSTURA 5 5 A 5 5 5 5 5 10 11 12 13 14 15 16 1.27 V 0.60 2.00 0.50 0.90 2.10 P1 0.90 P 2.10 0.50 CL. 5 5 HALL CL. 5 5 5 5 5 5 5 5 5 5 A 5 AZOTEA 5 NPT: + 2.95 28 25 24 26 27 5 5 5 0.50 2.10 23 22 21 20 19 P 17 18 29 30 31 32 0.90 NPT: + 2.95 HALL 5 5 5 BAÑO NPT: + 2.95 2.10 – 0.80 P CL. 5 5 5 V 1.27 0.60 2.00 NPT: + 5.75 DE SERVICIO 5 5 5 LAVANDERIA NPT: + 5.75 5 5 5 5 A 5 5 5 5 5 V 2.00 1.60 1.00 5 DORMITORIO Tendal 0.65 1.20 V 1.40 1.40 1.20 2.25 V V 0.40 Hlibre Var. Hlibre Var. 0.40 V V 0.40 Var. Hlibre Hlibre Var. 0.40 V V 0.30 Var. Hlibre Hlibre Var. 0.30 V PRIMERA PLANTA SEGUNDA PLANTA TERCERA PLANTA B 5 <> 5 <> 5 5 5 V 1.40 1.20 0.50 0.50 2.10 P 0.90 5 5 FACHADA CL. 5 5 5 5 5 5 5 5 5 5 5 PATIO +0.15 5 CORTE A – A ESTUDIO CAR – PORT 5 N.P.T.= 5 +0.15 5 5 5 DORMITORIO AZOTEA CL. CL. BAÑO COCINA BAÑO DORMITORIO DORMITORIO DE SERVICIO BAÑO +0.15 N.P.T.= 5 +0.15 PATIO 5 CORTE B – B 5 N.P.T.= +2.95 +0.15 5 5 5 5 BAÑO BAÑO BAÑO HALL HALL HALL 0.25 5 4 4 5 4 4 5 Jardin 1 C3 C3 4 4 A Car – Port 5 PRIMERA PLANTA B C 5 1 C3 C3 4 4 D 5 Dormitorio 1 Sala – Comedor VC. 0.25 x 0.40 VC. 0.25 x 0.40 5 5 3 C1 1 1 1 1 2 5 C2 3 3 Patio 6 C2 1 1 4 4 5 C1 5 3 8 C3 A 4 4 4 4 3 7 C2 5 C3 5 Baño 5 1 1 Cocina C1 1´ 1 1´ 1 3 3 C2 3 C2 3 3 2 5 Dormitorio 2 3 C2 C2 C3 1 1´ 1´ 1 CAJA DE ESCALERA 1´ 1 C1 6 C2 1 1 1 1 5 C2 3 5 3 SOBRECIMIENTO ARMADO F’c = 175 kg/cm2 4 Ø 3/8″ ( .15 x .30 ) 4 4 5 3 3 Patio 5 4 4 C3 C3 B C C2 C2 8 C3 D 4 4 7 C2 5 C1 5 5 5 0.70 5 5 N.P.T. 5 1-1´ 5 5 5 5 0.70 5 N.P.T. 1-1 5 CIMIENTO CORRIDO (CICLOPEO) f`c=100 kg/cm2. -CAPACIDAD PORTANTE DEL TERRENO f`t=1.0 kg/cm2. -LOSAS Y VIGAS r = 2.5 cm. -COLUMNAS r = 2.5 cm. -SOBRECARGAS: -RECUBRIMIENTOS MINIMOS: COLUMNAS, VIGAS, ALIGERADOS, ESCALERAS -ESCALERA r = 2.5 cm. -CONCRETO ARMADO: -S/C = 150 kg/m2. 3er. PISO SOBRECIMIENTO ARMADO f`c=175 kg/cm2. SOBRECIMIENTO (CICLOPEO) f`c=140 kg/cm2. -S/C = 200 kg/m2. 1er. y 2do. PISO -ACERO GRADO 60º fý=4200 kg/cm2. FALSO PISO f`c=140 kg/cm2. -REGLAMENTO NACIONAL DE CONSTRUCCIONES f’c=210 kg/cm2. DETALLE DE CISTERNA 5 5 N.F.P.+0.10 5 5 Ø1/4″,2@0.05,3@0.10,r@0.20 DETALLE DE VIGA DE CIMENTACION VC-1 5 6Ø1/2″ C-1 Ø1/4″,2@0.05,3@0.10,r@0.20 -CONCRETO SIMPLE: ESPECIFICACIONES TECNICAS: Y AZOTEA 2ºPISO 1ºPISO NIVEL COLUMNAS 5 4Ø1/2″ 5 C-2 (ESCALA 1/20) Ø1/4″,2@0.05,3@0.10,r@0.20 5 4Ø1/2″ COLUMNA 5 Ø1/4″ @0.20 c/s. 7Ø1/2″ X-X 3Ø1/2″ 3Ø1/2″ X X ESCALA 1:20 5 5 5 4Ø3/8″ 5 5 C-3 5 Ø3/8″@0.30 Ø3/8″@0.30 V=2.80 m3. Ø3/8″ @ 0.25 5 Ø3/8″@0.25 CORTE A-A 4Ø1/2″ COLUMNA 5 PLANTA Ø1/4″@0.15 5 5 0.70 5 5 N.P.T. 5 2-2 5 5 0.70 5 5 5 N.P.T. 5 3-3 5 5 0.60 5 5 5 5 N.P.T. 4-4 5 A 5 5 ESCALA 1:20 Ø3/8″ @ 0.25 Ø3/8″ @ 0.25 5 5 5 5 5 A 5 5 C2 C2 C3 3 3 3 Ø3/8″ @ 0.25 Ø3/8″ @ 0.25 e=<> 2 5 1 Ø3/8″ @ 0.15 7 6 5 5 8 5 5 PRIMER TRAMO 5 5 5 Ø3/8″ @ 0.25 5 5 Ø3/8″ @ 0.25 11 10 Ø3/8″ @ 0.25 5 5 Ø3/8″ @ 0.15 Ø3/8″ @ 0.15 12 5 5 5 14 5 5 SEGUNDO TRAMO 13 Ø3/8″ @ 0.25 5 5 9 8 Ø3/8″ @ 0.25 5 5 Ø3/8″ @ 0.15 15 5 VCH-E 16 5 5 5 TERCER TRAMO 10 11 Ø3/8″ @ 0.25 5 12 5 Ø3/8″ @ 0.25 3Ø1/2″ 0.30 VCH-E 3Ø1/2″ Ø1/4″,2@0.05, r@0.10 c/s Ø3/8″ @ 0.15 5 5 5 DETALLES DE ESCALERA ESCALA 1:20 C2 C2 VCH-1 VCH-1 C2 C3 ESCA LERA VA-1 1Ø1/2″ 2Ø3/8″ 5 5 1Ø1/2″ VCH VCH-1 C2 BAÑO DORMITORIO VCH-1 5 5 C2 VC-1 3.225 3.775 A B D 5 5 SALA 1Ø1/2″ A VCH-1 COMEDOR 2 5 5 5 VC-1 VC-1 2Ø3/8″ 1Ø1/2″ 1Ø1/2″ 2Ø3/8″ C1 VCH-1 C2 C1 COCINA VCH-1 C2 PRIMERA PLANTA VCH-1 VCH-1 3 C2 VC-1 B C3 5 VCH-1 5 VCH-1 C2 VC-1 VCH 5 1Ø1/2″ 5 VCH-1 C1 6 C2 VCH-E C3 LERA ESCA C2 C2 -1 DORMITORIO 5 1Ø1/2″ 5 VA-1 BAÑO 5 1Ø1/2″ 1Ø1/2″ C3 C2 VCH-1 C1 VC-1 C 1Ø1/2″ 5 C2 5 VCH-1 C2 6 1Ø1/2″ VC-1 5 5 C3 8 8 C3 VCH-1 VC-1 1Ø1/2″ 5 5 DORMITORIO VC-1 C2 1Ø1/2″ 7 C3 C2 VCH-1 D 1Ø1/2″ 5 5 2Ø3/8″ C2 2Ø3/8″ VC-1 C1 C2 7 5 2.725 C3 A B 3.225 C3 C D PASAN VIGUETAS VIGUETAS PASAN HALL HALL VV-1 VV-1 VV-1 VB-1 VB-2 1Ø1/2.” 1Ø1/2″ VC-1 C2 5 5 VCH-1 3.775 3.225 C2 2Ø3/8″ VCH-1 5 C2 C2 C2 C2 6 C1 5 VCH-1 5 -1 C3 5 VIGUETAS VC-1 C2 VCH-1 C2 C´ VC-1 VCH-1 C2 C3 1Ø1/2″ BAÑO VA-1 1Ø1/2″ 5 DE SERVICIO PASAN HALL 6 5 5 8 5 8 D´ LAV. 5 7 1Ø1/2″ VC-1 5 1Ø1/2″ C2 VC-1 2Ø3/8″ C2 5 5 1Ø1/2″ VCH-1 7 5 2.725 A B D C 3.225 D B A VCH- 5 1Ø1/2″ 5 2Ø3/8″ 1Ø1/2″ VA-1 VB-1 DORMITORIO C´ 2Ø3/8″ SALA – USOS MULTIPLES ( SALA – COMEDOR ) SEPARADOR DE AMBIENTE PROVISIONAL 0.70 1.20 V 1.40 2.10 – 0.90 P – P 0.90 2.10 2.10 – 0.90 P1 SIBL___3008 JEFE-ADMON CL. BIBLIOTECA NPT: + 0.15