Housing Foundation DWG Detail for AutoCAD

Housing Foundation DWG Detail for AutoCAD

FOUNDATION STRUCTURES – OTHER DETAILS

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

overcoming, foundation, column, rest, rest, column, according to splices, rest, rest, splices, picture, beam beam, standard hooks on rods, corrugated iron, column slab, the specified dimensions, should end in, hooks which, will be housed in concrete with, the reinforcing steel used, in shape on beams, in the picture shown., note:, esc:, foundation, parking lot, living room, hall, diary, dinning room, study, yard, kitchen, dinning room, bedroom, bedroom, foundation of, stairs, garden, stone, for f’m king kong brick filling completely, the horizontal vertical expansion joints, Technical specifications, concrete, steel, mortar:, overload:, flat roof, concrete columns, concrete reinforcement, resistance of terrain:, concrete cement, reinforced concrete:, concrete beams, resistance, foundation:, development:, fc, concrete cycle:, maximum, median, no floor, cut, column table, kind, of stirrups in columns., concentration detail, bxt, bxt, section, shoe detail, shoe box, column, sole, cut, according to details of stirrups., variable, kind, grill, plant, coatings:, vig. of mooring, cabbage. structural, cantilevered beams, shoes, flat beams, lightened, cm., idem, fc, rest, section, section, section, n.f.c., section, section, section, section, section, flat roof, section, tank, quarter, bombs, tank tank cap, esc, cut, esc, cat stair, bending detail of stirrups, in columns beams, tank bottom, concrete cover, sedimentation pit, idem, day., idem, day., bxt, idem, sanitary cap, overlap splices, colum, beams, slabs, they will not be allowed, stirrups, rmax, same section, armor in one, of the, no more splicing, central third, will be located in the, the splices, the column supports, beam each side of, slab light, a length of, superior in, reinforcement joints, columns, slabs beams, concrete, Wall, stairway detail, esc, beam, filler, beam, first stretch, third tranche, beam, beam, second tranche, beam, beam, column

Raw text data extracted from CAD file:

\A1;3.63 \A1;2.38 \A1;6.00 \A1;4.23 \A1;2.15 \A1;2.28 \A1;3.57 \A1;20.00 \A1;3.43 \A1;2.38 \A1;2.06 \A1;3.08 5 4 A .10 .20 .15 7 A .10 SOBRECIMIENTO CIMIENTO 0.30 0.30 3 A .25 .10 .10 COLUMNA RESTO A .25 .15 RESTO A .25 4 A .10 5 COLUMNA 4 A .10 5 .15 SEGUN EMPALMES RESTO A .25 .15 RESTO A .25 .30 .30 .20 \A1;.10 \A1;4 A .10 \A1;.20 \A1;.15 \A1;7 A .10 \A1;0.30 \A1;0.30 \A1;3 A .25 \A1;.10 \A1;.10 \A1;COLUMNA \A1;.15 \A1;4 A .10 \A1;.10 \A1;COLUMNA \A1;4 A .10 \A1;.10 \A1;.15 \A1;SEGUN EMPALMES \A1;.15 \A1;.30 \A1;.30 \A1;.20 \A1;2.57 \A1;3.45 \A1;2.38 \A1;1.54 \A1;2.30 \A1;0.90 \A1;0.68 \A1;3.03 \A1;1.95 \A1;R1.71 \A1;R2.86 \A1;0.10 \A1;0.42 \A1;1.46 \A1;0.55 \A1;1.35 \A1;.10 \A1;.10 \A1;.05 \A1;.15 \A1;a \A1;a \A1;0.25 \A1;VER CUADRO \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.60 \A1;ESPESOR \A1;b \A1;0.25 \A1;b \A1;.20 \A1;.25 \A1;.30 \A1;.30 \A1;.25 \A1;.25 \A1;.45 \A1;.70 \A1;.80 \A1;.10 \A1;.10 \A1;.05 \A1;.15 \A1;.45 \A1;.10 \A1;.10 \A1;.05 \A1;.15 \A1;.80 \A1;.45 \A1;.80 \A1;.45 \A1;.80 \A1;.45 \A1;.70 \A1;.10 \A1;.05 \A1;.10 \A1;.15 \A1;.50 \A1;1.00 \A1;.80 \A1;.45 \A1;.50 \A1;.15 \A1;.45 \A1;.15 \A1;.80 \A1;.70 \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.15 \A1;.45 \A1;.80 \A1;.20 \A1;.10 \A1;.10 \A1;.05 \A1;.20 \A1;.80 \A1;.45 \A1;.15 \A1;.05 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.90 \A1;.80 \A1;.55 \A1;.25 \A1;.05 \A1;.10 \A1;.10 \A1;.30 \A1;.20 \A1;.10 \A1;.10 \A1;.05 \A1;R4.15 \A1;0.10 \A1;0.21 \A1;.10 \A1;.10 \A1;.05 \A1;.20 \A1;.45 \A1;.80 \A1;.20 \A1;.20 \A1;1.60 \A1;.20 \A1;1.20 \A1;.60 \A1;.20 \A1;2.00 \A1;.20 \A1;.90 \A1;.20 \A1;.20 \A1;1.60 \A1;.20 \A1;.60 \A1;1.20 \A1;.20 \A1;.10 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;a \A1;r dDE COLUMNA,PLACA O VIGA 5 -167.5181872026309 5 45° 45° -167.5181872026309 \A1;ESPECIFICADO \A1;ESPECIFICADO \A1;\Fsimplex.shx;G 1/4" 15 1/2" 25 3/4" 45 3/8" 20 5/8" 35 CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS 85.95552821137886 ø Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS EN EL CUADRO MOSTRADO. G(cm) NOTA: \A1;.20 \A1;3.47 \A1;.20 \A1;.40 \A1;.40 \A1;.30(TIP.) \A1;.20 \A1;.10 \A1;.60 \A1;.10 \A1;.20 \A1;.20 \A1;.30(TIP.) \A1;2.00 \A1;.90 \A1;.20 \A1;.20 \A1;1.80 \A1;45° \A1;.35 \A1;.15 \A1;.40 \A1;.25 \A1;.25 \A1;.16 \A1;L \A1;L \A1;L \A1;L \A1;1.45 \A1;.50 \A1;.25 \A1;1.35 \A1;.25 \A1;.70 \A1;.20 \A1;.75 \A1;.30 \A1;.70 \A1;.20 \A1;.25 \A1;.25 \A1;1.35 \A1;.90 \A1;.30 \A1;1.35 \A1;.25 \A1;.70 \A1;.20 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.90 \A1;.30 \A1;.15 \A1;.20 ESC: 1/50 CIMENTACION 2.879161603191108 ESTACIONAMIENTO 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 SALA HALL DE DIARIO COMEDOR ESTUDIO PATIO COCINA COMEDOR 2.879161603191108 2.879161603191108 2.879161603191108 DORMITORIO 2.879161603191108 2.879161603191108 SH DORMITORIO N.F.P.+ 0.45 CIMIENTO DE ESCALERA 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 JARDIN N.F.P.+ 0.45 N.F.P.+ 0.45 N.F.P.+ 0.45 N.F.P.+ 0.45 N.T.N.+ 0.35 N.F.P.+ 0.45 N.F.P.+ 0.20 N.F.P.+ 0.20 N.F.P.-0.05 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 C3 Z1 Z1 Z1 Z1 C1 C1 C2 C3 C4 C4 C4 C4 C4 C4 C3 C6 C4 C4 C4 C4 C3 C4 C4 C3 C4 C4 C4 2.879161603191108 I I B B A A C C C C C C C C C C A A C C C C C C C C D D C C B B C C B B E E E E E E E E F F E E E E H H E E E E F F E E PIEDRA fy = 4200 kg/cm2 PARA LADRILLOS KING KONG DE F'm = 35 Kg/cm2 ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ACERO 200 kg/m2 MORTERO: SOBRECARGA: TECHO 1 PISO TECHO 2 PISO CONCRETO - COLUMNAS CONCRETO - SOBRECIMIENTOS ARMADOS RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CEMENTO HORMIGON 1:8 + 25% CONCRETO ARMADO: CONCRETO - VIGAS RESISTENCIA CIMIENTO: SOBRECIMIENTO: f'c = 175 kg/cm2 f'c = 175 kg/cm2 f'c = 175 kg/cm2 CONCRETO CICLOPEO: MAXIMO 3" MEDIANA Nº PISO CORTE CUADRO DE COLUMNAS C-2 .30x.30 1 C-1 TIPO 2 .25x.20 4ø1/2"" ø3/8"@.25 4ø1/2" C-3 DE ESTRIBOS EN COLUMNAS. DETALLE DE CONCENTRACION ø bxt ø bxt 6ø1/2" ø3/8"@.25 .25x.25 200 kg/m2 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.P.T.+.25 0.6939605419927375 SECCION B-B DETALLE DE ZAPATAS CUADRO DE ZAPATAS 1.610784680175016 COLUMNA COLUMNA 1.610784680175016 1.610784680175016 SOLADO F'c=100Kg/cm2 1.610784680175016 CORTE 1.610784680175016 SEGUN DETALLE DE ESTRIBOS. 1.610784680175016 1.610784680175016 NF.-1.10 1.610784680175016 1.610784680175016 VARIABLE 1.610784680175016 TIPO Z-1 1.610784680175016 ø1/2" A 0.15 PARRILLA 1.610784680175016 1.610784680175016 1.00 a b 1.00 ø1/2" A 0.15 ø1/2" A 0.15 PLANTA C-5 ø3/8"@.25 1.345990654458404 1.345990654458404 2.435752225296369 2.435752225296369 4ø1/2" RECUBRIMIENTOS: VIG. DE AMARRE COL. ESTRUCTURALES VIGAS PERALTADAS ZAPATAS VIGAS CHATAS ALIGERADOS :4 cm. :4 cm. :2 cm. :8 cm. :2 cm. :2 cm. -0.4913402677592806 -0.4913402677592806 IDEM 1ºPISO f'c = 210kg/cm2 RESTO 0.6939605419927375 0.6939605419927375 SECCION C-C 0.6939605419927375 N.P.T.+.50 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 SECCION A-A 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.P.T.±0.00 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 SECCION E-E 0.6939605419927375 N.P.T.+.50 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.F.C. -1.15 2.879161603191108 2.879161603191108 N.T.N.+.30 0.6939605419927375 SECCION D-D 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 SECCION F-F 0.6939605419927375 N.T.N.+.35 0.6939605419927375 0.6939605419927375 N.P.T.+.50 0.6939605419927375 0.6939605419927375 SECCION G-G N.P.T.+.25 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.P.T.±0.00 0.6939605419927375 0.6939605419927375 0.6939605419927375 SECCION H-H 0.6939605419927375 0.6939605419927375 N.P.T.+.25 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.T.N.-0.05 2.879161603191108 0.6939605419927375 SECCION I-I 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.P.T.±0.00 N.P.T.+.25 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 H H 2.879161603191108 2.879161603191108 2.879161603191108 TECHO 3 PISO 200 kg/m2 SECCION J-J 0.6939605419927375 0.6939605419927375 0.6939605419927375 0.6939605419927375 N.P.T.±0.00 0.6939605419927375 0.6939605419927375 0.6939605419927375 2.879161603191108 2.879161603191108 2.879161603191108 C5 2.879161603191108 2.879161603191108 CISTERNA CUARTO DE BOMBAS CAP= 3.00m3 d1/2"@.20 d1/2"@.20 d1/2"@.20 d1/2"@.20 2d1/2",L=1.10c/u 2d1/2",L=1.10c/u TAPA DE TANQUE CISTERNA ESC ; 1/25 X X CORTE X-X ESC : 1/25 -8.425191273482369 -8.425191273482369 -8.425191273482369 -8.425191273482369 -8.425191273482369 -8.425191273482369 -8.425191273482369 -8.425191273482369 2.219084097462037 2.219084097462037 2.219084097462037 CAP= 3.00m3 CAP= 3.00m3 ESCALERA DE GATO 2.219084097462037 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS FONDO CISTERNA 2.219084097462037 2.219084097462037 2.219084097462037 2.219084097462037 2.219084097462037 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 2.219084097462037 2.219084097462037 Ø 3/8" @ 0.20 2.219084097462037 2.219084097462037 2.219084097462037 2.219084097462037 2.219084097462037 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 TAPA DE CONCRETO 0.80X0.80 2.219084097462037 2.879161603191108 2.879161603191108 2.879161603191108 2.879161603191108 2.219084097462037 FOSA DE SEDIMENTACION 2.219084097462037 2.219084097462037 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 6ø1/2" IDEM 1ºPISO C-4 ø3/8"@.25 .15x.40 4ø5/8"+2d1/2" -0.394740941143894 -0.394740941143894 4ø5/8" 2ø1/2" 4ø1/2" 4d5/8"+2d1/2" ø1/4"@.25 DIA. 0.25 IDEM 1ºPISO 4ø5/8" 2ø1/2" 6Ø1/2" C-6 .25x.25 -0.2620188328669002 -0.2620188497442086 6ø1/2" C-7 C-7 ø1/4"@.25 DIA. 0.25 4ø1/2" 2ø1/2" 3 ø bxt IDEM 1ºPISO IDEM 1ºPISO IDEM 1ºPISO C-7 TAPA SANITARIA DE .60x.60 ø1/4"@.25 IDEM21ºPISO 6Ø1/2" -1.081227755048801 (TIPICO) E=0.15 TRASLAPES Y EMPALMES COLUM 90 120 1" 60 70 3/4" - 50 40 30 60 50 40 30 5/8" 1/2" 3/8" 8 mm 6 mm (cm) (cm) VIGAS LOSAS Ø NO SE PERMITIRAN ESTRIBOS 2.0 cm 1.5 cm Rmax 15 cm 10 cm L -3.068536952513682 -3.068536952513682 3/8" 1/4" Ø -3.068536952513682 -3.068536952513682 MISMA SECCION ARMADURA EN UNA DEL 50% DE LA NO SE EMPALMARAN MAS TERCIO CENTRAL SE UBICARAN EN EL LOS EMPALMES L LA COLUMNA O APOYO VIGA A CADA LADO DE DE LUZ DE LA LOSA O UNA LONGITUD DE 1/4 SUPERIOR (NEGATIVO) EN EMPALMES DEL REFUERZO COLUMNAS LOSAS Y VIGAS 17 10ø1/2" 16 15 14 13 8ø1/2" ø3/8"@0.25 -1.081227755048801 8ø1/2" CONCRETO MURO 10ø1/2" ø3/8"@0.25 6 5 4 8ø1/2" 3 DETALLE DE ESCALERA -1.081227755048914 ESC : 1/25 3@0.10,Rto@.20 VIGA .30x.25 d 1/4":1@.05, 11 10 10ø1/2" 6d1/2" 7 12 8 9 RELLENO DE VIGA VIGA ø3/8"@0.25 6ø1/2" -1.081227755048801 -1.081227755048801 -1.081227755048801 -1.081227755048801 (TIPICO) NPT.+.30 PRIMER TRAMO -1.081227755048801 -1.081227755048801 -1.081227755048801 1.573895466159115 1.573895466159115 ø3/8"@0.25 TERCERTRAMO 26 27 28 8ø1/2" 4ø1/2" 33 VIGA 1.573895466159115 VIGA ø3/8"@0.25 1.573895466159115 1.573895466159115 31 30 4ø1/2" 29 32 25 8ø1/2" SEGUNDO TRAMO -1.28534855133239 ø3/8"@0.25 24 23 -1.28534855133239 25 4ø1/2" ø3/8"@0.25 21 4ø1/2" 22 20 19 18 -1.28534855133239 VIGA -1.28534855133239 -1.28534855133239 -1.28534855133239 -1.28534855133239 VIGA ø3/8"@0.25 4ø1/2" -1.28534855133239 -1.28534855133239 -1.081227755048801 1.573895466159115 1.573895466159115 ø3/8"@0.25 1.573895466159115 COLUMNA COLUMNA -1.28534855133239

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Parking, Garden / Park
Tags	autocad, base, DETAIL, details, details of foundations, DWG, footings, FOUNDATION, foundations, fundament, Housing, pilotines, structures