Detached House – Structures DWG Detail for AutoCAD

Detached House – Structures DWG Detail for AutoCAD

Details – specifications – sizing

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

car port, ground floor, living room, patio, dining room, kitchen, pantry, hall, studio, first floor, natural ground, second floor, bedroom, master, closet, sewing, garage, master bedroom, existing patio, roof terrace, walk-in closet, sh , deposit, main elevation, plant ceilings, garden, patio – roof, detail foundations, npt, ø columns, variable, according to measure, flooring for footing, compacted filling, both directions, note: in support walls place sub foundation the excavation, will be until you reach solid and stony ground with, presence of gravel in such a way as to guarantee the stability of the foundation, dig until you find land, overburden, subsurface, foundations, firm, general specifications, free coverings, masonry, terrain, steel , concrete, foundations, earthenware and flat beams, columns, and concrete, overburden, foundation, sub-foundation, only for load-bearing walls, current level, compaction, filling, splices in colu mna, abutments, beams, splices, – joints shall not be allowed, – for overlapping columns, side of column, beam light at each, spacing at each end, type, stirrup frame, edge beam, lightened typical, detail of girder beam, detail armor encounters, horiz. bend, see details x and y, detail of beam solera, beam vs, girder goes, vertical joint, the percentages specified, increase the length of, joints on the supports being the length of, notes, when rods of different d will be taken, overlaps and joins for beams, slab and, the maximum value, lightened, horizontal junction, and below., secc.bb, leave anchored, after, roof, empty columns , desencofrar, level parking, flooring, detail stair, npt, beam, foundation, staircase, empty, going, note: peraltar the beams up, step, foundation ground floor, lightened ground floor, lightened first floor, vs, vb, widening of, beam for anchorage of esc alera, lightened second floor, tensor, does not go up to ceiling, proyecc.

Raw text data extracted from CAD file:

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SH 5 5 5 5 5 5 A B C D F 2 1 3 4 CLOSET 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 N.P.T = +4.55 N.P.T = + 5.00 SH PASO = 0.30 C.P. = 0.17 cm. N.P.T = +0.15 N.P.T = +0.15 N.P.T = +1.85 1 2 3 4 5 6 7 8 PASO = 0.30 C.P. = 0.17 cm. PASO = 0.25 C.P. = 0.175 cm. 9 1 N.P.T = +1.85 10 1 2 3 4 5 6 7 8 9 10 8 9 10 11 12 1 14 15 16 17 18 19 20 21 N.P.T = + 5.00 N.P.T = + 5.00 N.P.T = + 5.00 DORMITORIO 7 19 20 21 22 8 9 10 11 12 13 14 15 16 17 18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D A 5 5 E 5 B` 5 E 5 5 E 5 D A 5 5 E 5 B` 5 E 5 D A 5 5 E 5 B` COSTURA 4 3` 3 2` 1` 5 5 5 5 4 3` 3 2` 1` 5 5 5 5 5 5 5 5 5 B B B B A A C C B B A A C C B B A A C C SECCION A -A` SECCION C -C` SECCION B -B` SALA COMEDOR GARAGE DORMITORIO PRINCIPAL COSTURA DORMITORIO PATIO EXISTENTE AZOTEA VESTIDOR S.H. AZOTEA DEPOSITO ESTUDIO COSTURA AZOTEA HALL ELEVACION PRINCIPAL 22 23 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 N.P.T = +0.00 N.P.T = +2.40 N.P.T = +5.00 N.P.T = +7.60 N.P.T = +5.00 N.P.T = +1.85 5 N.P.T = +1.65 N.P.T = +0.35 N.P.T = +0.35 N.P.T = +1.85 N.P.T = +5.00 N.P.T = +5.00 N.P.T = +7.60 N.P.T = +5.00 N.P.T = +1.85 COMEDOR N.P.T = +1.325 N.P.T = +7.60 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 PLANTA TECHOS AZOTEA 5 5 5 5 5 5 A B C D F 2 1 3 4 N.P.T = +7.60 20 21 22 23 24 25 26 27 28 29 30 31 32 33 D A 5 5 E 5 B` 5 E 5 4 3` 3 2` 1` 5 5 5 5 B B B B A A C C 13 22 24 15 16 17 18 19 20 21 22 23 24 32 25 26 27 28 29 30 5 31 1 Jardin 5 5 5 5 5 5 CLOSET CLOSET CLOSET VESTIDOR 5 5 5 5 PATIO - TECHO DETALLE CIMIENTOS CORRIDOS CC-2 0.50 N.P.T. 5 Ø Columnas .10 Variable 5 Dobla hor. .30 0.90 5 0.25 5 DETALLE DE ARMADO DE ZAPATA 1 segun medida .80 40 0.05 Solado para Zapata Dobla hor. .30 Estribos adicionales @ .20 Ø 1/2" @ 0.25 N.P.T. Relleno Compactado Relleno Compactado Ambos sentidos N.P.T. NOTA: En muros portantes colocar sub cimiento la excavacion sera hasta llegar a terreno solido y pedregroso con presencia de gravas de tal manera que garantice la estabilidad de la cimentacion. hormigon 1:12+40% de piedra grande(6" max.) hormigon 1:10+30% de piedra grande(8"max.) Excavar hasta encontrar terreno f'c =80Kg/cm2 Cemento f'c =100Kg/cm2 Cemento f'c =140Kg/cm2 Cemento SOBRECIMIENTOS SUBCIMIENTOS CIMIENTOS Firme ESPECIFICACIONES GENERALES fm=40Kg/cm2 t=1.25Kg/cm2 f'c =4200Kg/cm2 f'c =210 Kg/cm2 RECUBRIMIENTOS LIBRES ALBAÑILERIA TERRENO ACERO CONCRETO Cimientos Loza y Vigas Chatas Columnas e=7.50 cm e=2.50 cm e=2.50 cm y hormigon Sobrecimiento Cimiento Sub cimiento solo para muros portantes CC-1 N.P.T. 5 Ø Columnas .10 Variable 5 0.90 5 0.60 Sobrecimiento Cimiento Sub cimiento solo para muros portantes CC-3 N.P.T. 5 .10 5 0.90 5 0.60 MALLA Øs 3/8" @ 0.30 Nivel ACTUAL 5 COMPACTACION RELLENO 0.30 0.50 0.40 0.60 0.90 L (CM) EMPALMES EN COLUMNA Ø 3/8" 1/2" 3/4" 5/8" 1" L ESTRIBOS Ø 1/4" Ø 3/8" .15 .10 L1 VIGAS 50 90 60 60 120 75 1" 5/8" 3/4" COLUMNAS-max 25% EMPALMES refuerzo superior (negativo) en una longitud de un 1/4 - No se permitira empalmes de en CL maximo 50%. - Para columnas traslapar lado de la columna. de la luz de la viga a cada cm - L1 cm 30 L2 Ø 30 40 40 50 1/2" 3/8" 1/4" L2 ESPACIAMIENTO EN CADA EXTREMO 1 @ 0.05 - 5 @ 0.10 - 2 @ 0.15 - RESTO @ 0.20 1 @ 0.05 - 4 @ 0.10 - 1 @ 0.15 - RESTO @ 0.25 Ø 3/8" TIPO 1 1/4" 2 CUADRO DE ESTRIBOS 5 DET. COLUMNA C-1 Tipo 1 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 1/2" 5 DET. PLACA P-1 Tipo 1 2 Ø 1/2" 5 2 Ø 1/2" 2 Ø 1/2" 5 2 Ø 1/2" 1 Ø 5/8" Tipo 1 VIGA V-101 1 Ø 5/8" 5 4 Ø 1/2" VIGUETA DE BORDE Acero de Temperatura Ø=1/4" @ 0.25 ALIGERADO TIPICO .10 .30 .10 .05 .20 .15 .30 .10 .15 Ø 1/4" @ .20 TIPO 1 @ 0.05 - 2 @ 0.10 - RESTO @ 0.25 ESPACIAMIENTO EN CADA EXTREMO CUADRO DE ESTRIBOS 1 @ 0.05 - 5 @ 0.10 - 2 @ 0.15 - RESTO @ 0.20 1 @ 0.05 - 4 @ 0.10 - 1 @ 0.15 - RESTO @ 0.25 Ø 1/4" 1 1/4" 1/4" 2 3 ESC: 1/20 DETALLE DE VIGA DE ARRIOSTRE L Y DETALLE ENCUENTROS ARMADURA DOBLADO HORIZ. 1/2" 3/8" 0.30 0.40 X L 0.50 5/8" Ø L L VER DETALLES X o Y DETALLE DE VIGA SOLERA ESC: 1/20 Øs (VER SECCION) (VER TIPO DE ESTRIBO EN SECCION) DOBLADO HORIZ. VER DETALLES X o Y Øs (VER SECCION) (VER TIPO DE ESTRIBO EN SECCION) DOBLADO HORIZ. L VB 5 1 Ø 5/8" 1 Ø 1/2" .20 VIGA V-S Tipo 2 .25 4 Ø 1/2" .20 Tipo 1 .25 VIGA V-A 5 Ø 1/2" EMPALME VERTICAL 1/2" 3/8" 0.40 0.40 3/4" 5/8" 0.60 0.50 \A1;X X d \A1;H LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON PARA 1/2" O 5/8" EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALME EN UN 70 % . 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION NOTAS 1/2" 0.60 CUANDO SON VARILLAS DE DIFERENTE d SE TOMARA TRASLAPES Y EMPALMES PARA VIGAS, LOSA Y 5/8" 0.70 EL VALOR MAXIMO \A1;Y ALIGERADOS EMPALME HORIZONTAL 3/8" 1/4" 0.40 0.30 Y d 4Ø3/8" \A1;0.40 B Ø1/4"@.20 B 15x25 y ABAJO. SECC.B-B 4Ø3/8" \A1;0.25 \A1;0.25 DEJAR ANCLADOS 4Ø3/8" ARRIBA DESPUES DE TECHO 4Ø3/8" ø1/4"@.20 4Ø3/8" \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 TENSOR T-1 VACIAR COLUMNAS DESENCOFRAR Tipo 2 VIGA V-100 .15 4 Ø 1/2" 5 5 5 5 5 5 5 MURO MC1 1.20 5 NIVEL PIS0 5 d1/2"@.20 d3/8"@.30 d1/2"@.20 d3/8"@.30 .30 (tip.) NIVEL ESTACIONAMIENTO 5 5 CC-4 5 5 N.P.T. 5 5 5 5 SOLADO VC 5 DET. COLUMNA C-2 Tipo 1 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 1/2" 5 5 DET. COLUMNA C-3 Tipo 1 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" 5 Tipo 2 2 Ø 1/2" 2 Ø 1/2" 5 2 Ø 1/2" 5 DET. COLUMNA C-4 Tipo 2 2 Ø 1/2" 2 Ø 1/2" 5 2 Ø 1/2" 5 DET. COLUMNA C-5 2 Ø 1/2" 5 5 4 Ø 1/2" DET. COLUMNA C-6 Tipo 2 DETALLE ESCALERA e =0.15 6 Ø 3/8" 5 6 Ø 3/8" 6 Ø 3/8" TRAMO 1 Øs 3/8" @ 0.25 N.P.T 5 5 5 6 Ø 3/8" TRAMO 2 6 Ø 3/8" 6 Ø 3/8" 5 e=0.15 6 Ø 3/8" VIGA 0.60 N.P.T 1 Ø 1/2" Tipo 1 VIGA V-102 1 Ø 5/8" 5 5 1 Ø 1/2" 5 5 5 5 5 5 5 A B C D F 2 1 3 4 PATIO COMEDOR N.P.T = +1.70 N.P.T = +1.15 N.P.T = +1.85 1 N.P.T = +1.85 5 5 Cimentacion de escalera Cimentacion de escalera VACIO C-5 CC-1 CC-1 CC-2 CC-4 CC-2 CC-2 C-3 Z-5 5 5 CC-1 CC-1 CC-4 CC-4 C-5 C-4 C-4 E C-4 5 V-A V-101 V-101 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 V-102 V-101 V-101 Nota : Peraltar las vigas hacia ariba 5 5 D A 5 5 E 5 B` Z-6 C-5 C-5 4 3` 3 2` 1` 5 5 5 5 C-6 C-5 C-3 C-1 CC-4 grada grada C-1 5 5 5 5 5 5 5 A B C D F 2 1 3 4 CAR PORT CAR PORT N.P.T = +0.00 N.P.T = +0.00 5 CIMENTACION PLANTA BAJA TERRENO NATURAL 5 N.P.T = +0.15 5 5 Z-1 5 5 P2 Cimentacion de escalera E 5 C-4 D A` A 5 5 5 E 5 C-4 C-5 C-3 MC-1 MC-1 MC-1 MC-1 CC-1 CC-1 CC-1 CC-1 5 5 5 Z-2 5 5 Z-3 Z-4 VC VC C-4 ALIGERADO PLANTA BAJA 5 5 5 5 5 5 5 A B C D F 2 1 3 4 PATIO N.P.T = +1.70 Cimentacion de escalera C-5 C-3 C-5 C-4 C-4 E C-4 5 V-A V-101 V-101 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 V-102 V-101 V-101 D A 5 5 E 5 B` C-5 C-5 4 3` 3 2` 1` 5 5 5 5 C-8 C-5 C-3 C-1 C-1 ALIGERADO PRIMERA PLANTA VACIO VACIO V-102 V-101 V-101 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" C-1 C-1 C-1 P2 C-2 5 5 2 Ø 1/2" P2 P2 P1 DET. PLACA P-2 Tipo 1 2 Ø 1/2" 5 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 5 2 Ø 1/2" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" V-100 V-100 V-S V-S V-B V-101 V-101 1 Ø 1/2" 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" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" V-101 V-A V-A Ensanche de viga para anclaje de escalera V-100 V-100 V-100 V-A V-102 V-102 V-102 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 2 1 3 4 D A 5 5 E 5 B` 4 3` 3 2` 1` 5 5 5 5 ALIGERADO SEGUNDA PLANTA V-A V-101 V-101 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 V-102 V-101 V-101 V-102 V-101 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" V-100 V-101 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" V-101 V-A V-A Ensanche de viga para anclaje de escalera V-100 V-100 V-100 V-A V-102 V-102 V-102 5 5 1 Ø 1/2" V-A V-A 5 5 5 5 A B C D F E 5 2 Ø 1/2" 2 Ø 1/2" Tipo 2 V-B 5 V-S V-S V-S V-A V-A V-A TENSOR TENSOR TENSOR TENSOR V-A V-A V-A V-A V-101 V-100 5 5 5 5 V-102 5 V-A V-A TENSOR 2 PARTE DE COLUMNA C4 NO SUBE A TECHO QUE INTERSECCIONA CON COLUMNA C4 5 5 2 Ø 1/2" DET. TENSOR 2 Tipo 2 5 PROYECC. COLUMNA C4 2 Ø 3/8" 2 Ø 1/2"

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, detached, DETAIL, details, dwelling unit, DWG, family housing, haus, house, housing structures, logement, maison, residên, residence, sizing, specifications, structures, unidade de moradia, villa, wohnung, wohnung einheit