Details Foundation DWG Detail for AutoCAD

Details Foundation DWG Detail for AutoCAD

DETAILS OF ALL KINDS OF FOUNDATION FOR ONE STORY RESIDENCE; ALSO SHOWN REINFORCEMENT DETAILS FOR WINDOWS AND DOOR FRAMES

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

it varies, it varies, wall width, wall width, it varies, wall width, it varies, it varies, it varies, it varies, wall width, until, packing blocks of horm. up to floor level, it varies, plinth, of concrete, its T. c.a.c, run, wall of blq’s, rep. smooth, filling, compact, floor, natural, concrete, floor of, niv s. nat, n.a., concrete, filling, compact, floor, natural, racing base, of concrete, racing base, it varies, plinth, packing blocks of horm. up to floor level, its T. c.a.c, run, foundation detail, esc., floor of, wall of area, vertical, n.a., foundation detail, esc., vertical, wall width, its T., its T., wall width, note the mooring columns are of character, compulsory on all corners of the, walls., depending on the wall the column will have, the following details:, esc., sold, screws, carr. galv. lime, Block of, fascia, charger, easel, Tagalit, screws with washer, of neoprene, carr. galv., reinforcement, soldier, expanded polystyrene, det. Connection, double stroller, lime., plate of, pins, bar, concrete beam, its T., mooring beam, esc., expanded polystyrene, Tagalit, mooring beam, its T., c.a.c., scale, mooring beam, its T., c.a.c., scale, cabbage, section of roof, esc., ref. run, packing blocks of horm. up to floor level, it varies, plinth, of concrete, its T. c.a.c, run, wall of blq’s, rep. smooth, filling, compact, floor, natural, concrete, floor of, niv s. nat, n.a., concrete, filling, compact, floor, natural, racing base, of concrete, racing base, it varies, plinth, packing blocks of horm. up to floor level, its T. c.a.c, run, foundation detail, esc., floor of, wall of area, vertical, n.a., foundation detail, esc., vertical, wall width, its T., its T., wall width, note the mooring columns are of character, compulsory on all corners of the, walls., depending on the wall the column will have, the following details:, det. of conc., ground for the, interior of the house, compacted fill, to the proctor, standard, stone gravel, plastic, esc., filling, compact, floor, natural, concrete, floor of, niv s. nat, packing blocks of horm. up to floor level, it varies, racing base, of concrete, its T. c.a.c, run, n.a., foundation detail, esc., vertical, parking lot, seismic beam, filling, compact, floor, natural, niv s. nat, packing blocks of horm. up to floor level, it varies, racing base, of concrete, its T. c.a.c, run, foundation detail, esc., vertical, esc., n.a., concrete, filling, compact, floor, natural, racing base, of concrete, it varies, packing blocks of horm. up to floor level, its T. c.a.c, run, foundation detail, esc., floor of, vertical, reinforcement around external doors, it varies, mooring beam, concrete floor, compact filling, base of horm. Est. m., its T. m., overlap, reinforcement around internal doors, it varies, mooring beam, overlap, vain, concrete, around windows, it varies, mooring beam, concrete floor, compact filling, base of horm. Est. m., concrete floor, compact filling, its T. m., overlap, vain, concrete, vain, concrete, it varies, running, run from high, steel exist. keep, c.a.c, det. retake, c

Raw text data extracted from CAD file:

VARIA .40 .10 Ó .15 .30 .60 .10 .10 Ó .15 .60 .30 .15 .10 VARIA 0.25 ANCHO DE PARED 0.25 0.4 .15 0.25 ANCHO DE PARED 0.1 0.1 \A1;.10 \A1;.10 .15 .10 VARIA 0.3 ANCHO DE PARED .30 .60 VARIA .40 .10 Ó .15 .30 .60 .10 .10 Ó .15 .60 .30 .10 VARIA .15 .40 .10 Ó .15 .30 .60 VARIA .15 .60 .30 .10 VARIA \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.30 .15 0.3 ANCHO DE PARED 0.1 0.3 0.10 0.05 0.20 .15 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.15 \A1;VARIA HASTA .50 \A1;.15 \A1;.15 \A1;.10 \A1;.30 \A1;1.00 BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO VARIA ZOCALO DE HORMIGON EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 PARED DE BLQ'S DE 4" + REP. LISO A/C. .10 Ó .15 RELLENO COMPACTO 5 5 SUELO NATURAL 5 HORMIGON PISO DE NIV. S. NAT <> Ó .15 5 N.P.A. HORMIGON RELLENO COMPACTO SUELO NATURAL BASE CORRIDA DE HORMIGON 5 BASE CORRIDA 5 5 VARIA ZOCALO BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO 1 # 4 @.40 EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 DETALLE DE CIMIENTO ESC. 1:25 PISO DE PARED DE BLQ'S DE 4" AREA B C VERTICAL N.P.A. DETALLE DE CIMIENTO ESC. 1:25 1 # 4@.40 VERTICAL C 0.25 0.25 ANCHO DE PARED 5 #4 + EST. #3 A 0.20M. #4 + EST. #3 A 0.20M. ANCHO DE PARED C O L U M N A S D E A M A R R E NOTA : LAS COLUMNAS DE AMARRE SON DE CARACTER OBLIGATORIO EN TODAS LAS ESQUINAS DE LAS PAREDES. DEPENDIENDO DE LA PARED LA COLUMNA TENDRA LOS SIGUIENTES DETALLES: A ESC. 1:20 0.25 D E T A L L E E S C . 1 : 15 #3 SOLD. TORNILLOS CARR. GALV. CAL # 16 4"X2" @ 0.90M. C,A,C, BLOQUE DE 4" FASCIA C 6X2 CARGADOR C6"X2"X24" CABALLETE TEJALIT TORNILLOS CON ARANDELA DE NEOPRENO CARR. GALV. REFUERZO #3 SOLDADO CAL.16, 4"X2" POLIESTIRENO EXPANDIDO (M2) D E T A L L E E S C . 1 : 15 E S C . 1 : 15 DET. CONEXION A DOBLE CARRIOLA 2" X 6", CAL. # 16 PLATO DE 4" X 6" DE 1/2" 2 PINES DE BARRA # 3 VIGA DE CONCRETO 5 #5 EST. #3 @ 0.25M. VIGA DE AMARRE ESC. 1:10 5 POLIESTIRENO EXPANDIDO (M2) TEJALIT VIGA DE AMARRE 5 \A1;.30 EST. #2 2#4, @ .25 c.a.c. ESCALA 1/20 VIGA DE AMARRE V-A 5 \A1;.30 EST. #2 2#4, @ .25 c.a.c. ESCALA 1/20 COL'S DE 0.10 X 0.30 0.10 0.10 SECCION DE ALFEIZAR ESC. 1/20 REF. 1#4 CORRIDA BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO VARIA ZOCALO DE HORMIGON EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 PARED DE BLQ'S DE 4" + REP. LISO A/C. .10 Ó .15 RELLENO COMPACTO 5 5 SUELO NATURAL 5 HORMIGON PISO DE NIV. S. NAT <> Ó .15 5 N.P.A. HORMIGON RELLENO COMPACTO SUELO NATURAL BASE CORRIDA DE HORMIGON 5 BASE CORRIDA 5 5 VARIA ZOCALO BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO 1 # 4 @.40 EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 DETALLE DE CIMIENTO ESC. 1:25 PISO DE PARED DE BLQ'S DE 4" AREA B C VERTICAL N.P.A. DETALLE DE CIMIENTO ESC. 1:25 1 # 4@.40 VERTICAL C 5 5 ANCHO DE PARED 5 #4 + EST. #3 A 0.20M. #4 + EST. #3 A 0.20M. ANCHO DE PARED 5 C O L U M N A S D E A M A R R E NOTA : LAS COLUMNAS DE AMARRE SON DE CARACTER OBLIGATORIO EN TODAS LAS ESQUINAS DE LAS PAREDES. DEPENDIENDO DE LA PARED LA COLUMNA TENDRA LOS SIGUIENTES DETALLES: DET. DE PISO DE CONC. SOBRE TIERRA PARA EL INTERIOR DE LA CASA RELLENO COMPACTADO AL 90% DEL PROCTOR STANDARD PIEDRA #4 ( GRAVA ) 5 5 5 PLASTICO DE 6MM. #3 @ 0.30M. EN A/D ESC. 1:25 RELLENO COMPACTO 5 5 SUELO NATURAL 5 HORMIGON PISO DE NIV. S. NAT BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO VARIA BASE CORRIDA DE HORMIGON EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 5 N.P.A. DETALLE DE CIMIENTO ESC. 1:25 1 # 4@.40 VERTICAL C C ESTACIONAMIENTO VIGA SISMICA A .10 Ó .15 RELLENO COMPACTO 5 5 SUELO NATURAL NIV. S. NAT BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO VARIA BASE CORRIDA DE HORMIGON EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 DETALLE DE CIMIENTO ESC. 1:25 1 # 4@.40 VERTICAL C F ESC. 1:20 5 N.P.A. HORMIGON RELLENO COMPACTO SUELO NATURAL BASE CORRIDA DE HORMIGON 5 5 VARIA BLOQUES DE 6" RELL. DE HORM. HASTA NIVEL DE PISO 1 # 4 @.40 EST. #3 @ .30 C.A.C 2 # 4 CORRIDA 5 DETALLE DE CIMIENTO ESC. 1:25 PISO DE D C VERTICAL REFUERZO ALREDEDOR DE PUERTAS EXTERNAS s/e 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VARIA VIGA DE AMARRE PISO DE CONCRETO RELLENO COMPACTO BASE DE HORM. CORRIDA + 2 #4 EST. #3 @ 0.30 m. 2 #4 EST. #3 @ 0.30 m. TRASLAPE REFUERZO ALREDEDOR DE PUERTAS INTERNAS s/e 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VARIA VIGA DE AMARRE TRASLAPE VANO HORMIGON \LREFUERZO ALREDEDOR DE VENTANAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VARIA VIGA DE AMARRE PISO DE CONCRETO RELLENO COMPACTO BASE DE HORM. CORRIDA + 2 #4 EST. #3 @ 0.30 m. PISO DE CONCRETO RELLENO COMPACTO 2 #4 EST. #3 @ 0.30 m. 2 #4 EST. #3 @ 0.30 m. TRASLAPE VANO HORMIGON VANO HORMIGON VARIA HASTA .50 1#4 CORRIDO 1#4 CORRIDO A PARTIR DE .20 DE ALTO ACERO EXIST. A MANTENER 1#5 @ 1.00 C.A.C 5 DET. DE RETAQUEO @ 0.20 C.A.C. ESTRIBO #3 " f'c = 3000 lbs/pul HORMIGON ACERO 0.30 .15 VIGA VT ESC. 1:20 2#5 .10 5 DET. DE VIGA DE AMARRE V-A ACERO 2 #4 ESTRIBO #3 A 0.20 C.A.C. DETALLE DE ALERO ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 V-P CAN 13% 5 CUBIERTA DE ACERO GALVANIZADO ESMALTADO GALVALUME CALIBRE 24 GOTERO EN VIGA Y EN CARRIOLA ESPIGAS DE ACERO #4 EMPOTRADAS DE 2" X 4" CARRIOLA GALV CAL 16 FASCIA CARRIOLA DE 2"x8" GALV CAL 16

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features	A/C, Parking, Garden / Park
Tags	autocad, base, DETAIL, detail foundations, details, door, DWG, FOUNDATION, foundations, foundations detail, fundament, kinds, reinforcement, residence, shown, story, windows