Foundations Of A House Of A Floor DWG Detail for AutoCAD

Foundations Of A House Of A Floor DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

foundation, proy. of duct, sanitary cover, dining room, study, kitchen, bathroom, garden, seismic joint, detail of foundations, runs, covering, in plan, ds indicated, dimensions indicated in plan of foundation, typical of column, and central shoe, detail of anchor, run, on foundation, foundation, false foundation, type IV brick, seismic joint, in columns and plates, vertical reinforcement junction, note.- alternate splices in, different floors and splice, in columns, concentration of stirrups, rest , top of columns, top ø, splicing in different parts try to do, splices outside the confinement area, length of joint for beams and slabs, bottom ø, nom., h any, values ​​of m, note:, length of splice, columns

Raw text data extracted from CAD file:

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DE DUCTO TAPA SANITARIA 5 COMEDOR ESTUDIO COCINA BAÑO BAÑO JARDIN 1 2 3 4 5 6 7 8 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 1 2 1 2 5 3 1 NPT = + 0.36 NPT = + 0.12 NPT = + 0.12 NPT = ± 0.00 5 5 NPT = + 0.36 NPT = + 0.12 NPT = ± 0.00 NPT = + 0.12 NPT = + 0.12 NPT = ± 0.12 5 5 5 5 5 5 5 5 5 d 1/2" @ 0.20 Z-1 5 Z-1 d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.20 5 d 1/2" @ 0.20 Z-5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-2 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-7 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-8 C-7 C-7 C-8 C-4 C-4 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-4 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-2 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-6 C2 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-6 C2 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-3 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-3 5 5 d 1/2" @ 0.20 d 1/2" @ 0.20 Z-3 VC-100(.25x.50) VC-100(.25x.50) VC-100(.25x.50) VC-100 VC-100(.25x.50) VC-100 S/A 100(0.15x0.40) S/A 100(0.15x0.40) S/A 100(0.15x0.40) S/A 100(0.15x0.40) S/A 100(0.15x0.45) S/A 100(0.15x0.45) S/A 100(0.15x0.65) 5 1 1 1 1 1 1 2 2 2 2 1 1 1 1 1 1 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 8 8 8 8 9 9 C-1 C-1 C-1 C2 C-3 C-3 C-3 C5 C-7 C-7 C-7 C-7 C-7 C-9 C-9 C-9 C-9 C-10 C-9 C-11 JUNTA SISMICA e= 1" JUNTA SISMICA e= 1" JUNTA SISMICA e= 1" JUNTA SISMICA e= 1" 5 1 4 5 5 7 5 5 5 9 10 11 5 13 8 5 5 1 2 3 5 5 6 5 5 5 9 10 11 5 5 12 13 8 C 5 A 5 D 5 K 5 5 5 5 5 5 5 H 5 E B 5 A 5 F 5 K 5 G J 5 5 I C-4 5 5 5 5 DETALLE DE CIMIENTOS ESCALA: 1/25 CORRIDOS N.P.T. + 0.12 Recubrimiento e=4cm T f'c = 210 Kg/m2 5 5 en planta ds Indicados NFZ - 1.55 Dimensiones indicadas en Plano de Cimentación TIPICO DE COLUMNA ESCALA 1/25 Y ZAPATA CENTRICA 5 5 5 5 NTN= ± 0.00 d 3/8" @ .25 DETALLE DE ANCLAJE (VER CUADRO DE COLUMNAS) NFC=-1.05m CORRIDO (1/10 + 30% P.G.) 5 CORTE 1-1 SOBRE CIMIENTO 5 5 f'c=175kg/cm2 CIMIENTO 5 5 5 NTN= ± 0.00 NPT= ± 0.00 1:8 + 25% PG TM 3" NPT= ± 0.00 NFC=-1.05m CORRIDO (1/10 + 30% P.G.) CORTE 2-2 5 CIMIENTO 5 5 5 NFC=-1.05m CORRIDO (1/10 + 30% P.G.) 5 CORTE 3-3 5 5 f'c=175kg/cm2 CIMIENTO 5 5 5 NTN= ± 0.00 NPT= ± 0.00 1:8 + 25% PG TM 3" 5 Falso Cimiento (1/12 + 50% P.G.) NFC=-1.55m 5 Falso Cimiento (1/12 + 50% P.G.) NFC=-1.55m 5 5 Falso Cimiento (1/12 + 50% P.G.) NFC=-1.55m NPT= + 0.12 NFC= -1.05m CORRIDO (1/10 + 30% P.G.) 5 SOBRE CIMIENTO 5 f'c=175kg/cm2 CIMIENTO 5 Ladrillo Tipo IV S/C 100-(0.15X0.50) 4 d 12 mm 8 mm 1@0.05m,rst@0.15 c/extr 5 5 Falso Cimiento (1/12 + 50% P.G.) NFC=-1.55m 5 CORTE 4-4 5 5 NS S/C= + 0.30 NFS - 1.65 SOLADO 1/12 ESP. 1" JUNTA SÍSMICA JUNTA SÍSMICA ESP. 1" JUNTA SÍSMICA ESP. 1" NTN= ± 0.00 NPT= + 0.36 NFC= -1.05m CORRIDO (1/10 + 30% P.G.) 5 SOBRE CIMIENTO 5 f'c=175kg/cm2 CIMIENTO 5 Ladrillo Tipo IV S/C 100-(0.15X0.50) 4 d 12 mm + 3 d 3/8" 1@0.05m,rst@0.15 c/extr 5 5 Falso Cimiento (1/12 + 50% P.G.) NFC=-1.55m 5 CORTE 5-5 5 5 NTN= ± 0.00 JUNTA SÍSMICA ESP. 1" SOBRE CIMIENTO NPT= + 0.12 NFC= -1.05m CORRIDO (1/10 + 30% P.G.) 5 5 CIMIENTO 5 Ladrillo Tipo IV 5 5 Falso Cimiento (1/10 + 30% P.G.) NFC=-1.55m 5 5 CORTE 6-6 NTN= ± 0.00 NPT= + 0.12 5 SOBRE CIMIENTO f'c=175kg/cm2 1:8 + 25% PG TM 3" NPT= + 0.36 NFC= -1.05m CORRIDO (1/10 + 30% P.G.) 5 5 CIMIENTO 5 Ladrillo Tipo IV 5 5 Falso Cimiento (1/10 + 30% P.G.) NFC=-1.55m 5 CORTE 7-7 NTN= ± 0.00 NPT= + 0.12 5 SOBRE CIMIENTO f'c=175kg/cm2 1:8 + 25% PG TM 3" 5 NPT= + 0.36 NFC= -1.05m CORRIDO (1/10 + 30% P.G.) 5 5 CIMIENTO 5 Ladrillo Tipo IV 5 5 Falso Cimiento (1/10 + 30% P.G.) NFC=-1.55m 5 CORTE 8-8 NTN= ± 0.00 NPT= + 0.36 5 SOBRE CIMIENTO f'c=175kg/cm2 1:8 + 25% PG TM 3" 5 NSF - 1.05 8 mm 2 Ø 3/8" NPT= + 0.36 NFC= -1.05m CORRIDO (1/10 + 30% P.G.) 5 5 CIMIENTO 5 Ladrillo Tipo IV 5 5 Falso Cimiento (1/10 + 30% P.G.) NFC=-1.55m 5 CORTE 9-9 NTN= ± 0.00 NPT= + 0.36 5 SOBRE CIMIENTO f'c=175kg/cm2 1:8 + 25% PG TM 3" 5 1/2" H EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL COMO MAXIMO 50% DEL REFUERZO NOTA.- ALTERNAR LOS EMPALMES EN DIFERENTES PISOS Y EMPALMAR H/6 Le 2H/3 .55 5/8" Le(m) H/6 Le .40 3/8" d .45 .65 3/4" s/cuadro @.15 s/cuadro EN COLUMNAS CONCENTRACION DE ESTRIBOS Resto Resto ESCALA: 1/25 @.15 REMATE DE COLUMNAS .30 .30 s/cuadro Resto ESC S/E 1 3/8":2@.05 4@.10, 2@0.15 rto.@.25 1 3/8":2@.05 4@.10, 4@0.15 rto.@.25 ø SUPERIOR EMPALMAR EN DIFERENTES PARTES TRATANTO DE HACER LOS EMPALMES FUERA DE LA ZONA DE CONFINAMIENTO LONGITUD DE EMPALME PARA VIGAS Y LOSAS h < 0.30 Kg/cm2 0.50 0.55 0.70 0.85 1.50 f'c = 210 Kg/cm2 0.50 ø INFERIOR # ø 3/8" 3 NOM. h CUALQUIERA VALORES DE m 0.55 1/2" 4 0.70 0.85 1.50 5/8" 5 3/4" 6 1" 8 fy = 4,200 Kg/cm2 f'c = 210 h > 0.30 f'c = 210 Kg/cm2 0.50 0.80 0.95 1.20 2.15 NOTA : EN COLUMNAS LONGITUD DE EMPALME 0.70 0.55 0.50 5/8" 1/2" 3/8" 1.50 0.85 1" 3/4" COLUMNAS LONG. DE EMPALME (Ie) EN f'c = 210 Kg/cm2 ø 1 3/8":2@.05 4@.10, 4@0.15 rto.@.25 (VARIABLE VER CUADRO DE COLUMNAS) (VARIABLE VER CUADRO DE COLUMNAS) (VARIABLE VER CUADRO DE COLUMNAS)

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, base, construction, cuts, DETAIL, detail foundations, details, DWG, floor, FOUNDATION, foundations, foundations detail, fundament, house, sizing, specification