House 1 Floor – Foundation DWG Block for AutoCAD

House 1 Floor – Foundation DWG Block for AutoCAD

MAP THE FOUNDATION OF A FLAT HOUSING 1

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

cut, reinforced concrete, natural terrain, compacted, fc, overcoming, feº horizontal, vertical, metal mesh, foundation, fc, sub foundation, c: h.g., reinforced concrete, natural terrain, compacted, feº horizontal, vertical, metal mesh, cut, foundation, fc, sub foundation, c: h.g., natural terrain, compacted, fc, overcoming, reinforced concrete, natural terrain, compacted, cut, foundation, fc, cut, reinforced concrete, natural terrain, compacted, fc, overcoming, feº horizontal, vertical, metal mesh, foundation, fc, sub foundation, c: h.g., natural terrain, compacted, fc, overcoming, feº horizontal, vertical, metal mesh, cut, foundation, fc, natural terrain, compacted, natural terrain, compacted, feº horizontal, vertical, metal mesh, cut, foundation, fc, natural terrain, compacted, fc, overcoming, natural terrain, compacted, cut, foundation, fc, scale, wall of, clay, brick, beam, overcoming, mezzanine beam, strapped with, wire number, embedded in, false column, sanitary pipe, each, pressing on both, wick of mm., faces of the wall., reinforcement of wall in, drainage sumps, each, pressing on both, wick of mm., faces of the wall., plant, detail of beams, detail of beams, column detail in shoe, rest, note, do not overfill, to exist remove replace, with concrete, foundation, fc, armed uprising, rest, rest, niv, fc, natural terrain, compacted, firm ground, sub shoe, sub foundation, shoe net, rec. free, according to picture, shoe, for a better grip for the second day fill height for solid units., before starting the second day clean up moistening of absorption units, mortar: c: a: joints cm. as maximum, brick mortar, scale, cm., hook lengths cm., see picture, variable, spacing in the knot, detail of joist beams columns, covering, beam board, specified, length box, anchorage, Technical specifications, to the center of, portland type ms type, elevated tank, interior partitions:, brick tambourine:, cm., tank, stairs, columns of porticos of cºaº, armed in:, cement foundation beams, perimetral masonry confined, will be used king kong brick of machined industrial type hollow, the mortar of the cement sand cement will be added, wires that will take the entire section of the column is embedded, on the wall no less than, the location of said wires will be each brick strand, vert cm horiz cm, foundation, confinement columns, brick k.k. type iv cm., these walls will rise before shrouding the roof., the partitions will rise after the roof is stripped., retaining walls, p., cyclopean:, foundations e.g., p., of contention, armed, armed uprising, arki unlimit, niv variable, see details, protection detail, against saltpeter on foundation, membrane, npt, protection detail, niv, membrane, against saltpeter in zapata, details, dice, for, stairs, element, kind, steel, stirrups, esc:, colum’s details

Raw text data extracted from CAD file:

\A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.40 \A1;1.00 \A1;1.10 \A1;1.91 \A1;1.00 \A1;1.40 \A1;1.00 \A1;.58 \A1;1.10 \A1;.30 \A1;1.92 \A1;1.10 \A1;1.91 \A1;1.10 \A1;1.50 \A1;1.10 \A1;1.40 \A1;1.00 \A1;1.40 \A1;1.40 \A1;1.10 \A1;1.91 \A1;1.00 \A1;1.90 8 \A1;2.38 \A1;2.95 \A1;4.43 \A1;2.64 \A1;2.35 \A1;3.89 \A1;3.00 \A1;3.18 \A1;3.30 \A1;0.98 \A1;1.34 \A1;2.51 \A1;2.88 \A1;2.45 \A1;2.93 \A1;4.41 \A1;2.61 \A1;2.10 \A1;3.00 \A1;3.11 \A1;3.09 \A1;1.11 \A1;3.78 \A1;1.89 \A1;4.00 5 CORTE 1-1 NTN.±0.00 5 NFC.-1.30 5 5 5 NPT.+0.15 CONCRETO ARMADO f'c=210Kg/cm² VC Terreno Natural Compactado 5 5 f'c = 175 kl/cm² SOBRECIMIENTO Feº horizontales 3/8 @0.25 Feº verticales 3/8 @0.25 MALLA METALICA 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. SUB CIMIENTO C:H ; 1:12 + 30% P.G. 5 5 5 5 NPT.+0.15 CONCRETO ARMADO f'c=210Kg/cm² VC Terreno Natural Compactado 5 5 Feº horizontales 3/8 @0.25 Feº verticales 3/8 @0.25 MALLA METALICA 5 NFC.-1.30 CORTE 2-2 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. SUB CIMIENTO C:H ; 1:12 + 30% P.G. NPT.+0.15 Terreno Natural Compactado f'c = 175 kl/cm² SOBRECIMIENTO 5 NTN.±0.00 5 5 5 NPT.+0.15 CONCRETO ARMADO f'c=210Kg/cm² VC Terreno Natural Compactado 5 5 NC.-1.20 CORTE 3-3 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 \A1;1.20 \A1;0.20 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 \A1;1.30 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.60 \A1;0.70 \A1;0.40 \A1;0.10 \A1;0.05 \A1;1.30 \A1;0.20 5 CORTE 4-4 NTN.±0.00 5 NFC.-1.30 5 5 5 NPT.+0.15 CONCRETO ARMADO f'c=210Kg/cm² VC- Terreno Natural Compactado 5 5 f'c = 175 kl/cm² SOBRECIMIENTO Feº horizontales 3/8 @0.25 Feº verticales 3/8 @0.25 MALLA METALICA 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. SUB CIMIENTO C:H ; 1:12 + 30% P.G. 5 NTN.±0.00 5 5 NPT.+0.15 Terreno Natural Compactado 5 5 f'c = 175 kl/cm² SOBRECIMIENTO Feº horizontales 3/8 @0.25 Feº verticales 3/8 @0.25 MALLA METALICA NC.-0.80 CORTE 6-6 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. Terreno Natural Compactado 5 5 5 NPT.+0.15 Terreno Natural Compactado 5 5 Feº horizontales 3/8 @0.25 Feº verticales 3/8 @0.25 MALLA METALICA NC.- 0.8 CORTE 5-5 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. NPT.+0.15 Terreno Natural Compactado f'c = 175 kl/cm² SOBRECIMIENTO 5 NTN.±0.00 5 5 NFP.+0.15 Terreno Natural Compactado 5 5 NC.-0.80 CORTE 7-7 5 CIMIENTO CORRIDO f'c = 100 Kg/cm2. \A1;0.60 \A1;0.50 \A1;0.40 \A1;0.10 \A1;0.05 \A1;1.30 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.20 \A1;0.70 \A1;0.60 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.20 \A1;0.50 \A1;0.60 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.20 \A1;0.50 \A1;.40 \A1;.25 \A1;.40 \A1;.40 \A1;.15 \A1;.30 \A1;.15 \A1;.25 \A1;.25 \A1;.70 \A1;.20 0.25 0.05 0.315 0.075 0.98 Escala 1/25 Muro de Arcilla Ladrillo VIGA SOBRECIMIENTO Ò VIGA DE ENTREPISO 0.25 0.0499999999999545 0.3150000000000546 5 ZUNCHADO CON ALAMBRE Nº 16 5 d 4" EMBEBIDA EN FALSA COLUMNA TUBERIA SANITARIA CADA 3 HILADA,INTER- CALANDO EN AMBAS MECHA DE 6 mm. CARAS DEL MURO. REFUERZO DE MURO EN MONTANTES DE DESAGUE CADA 3 HILADA,INTER- CALANDO EN AMBAS MECHA DE 6 mm. CARAS DEL MURO. \A1;.25 \A1;.40 \A1;VARIABLE \A1;VER PLANTA \A1;.40 \A1;.20 \A1;.15 \A1;1.70 \A1;.40 \A1;.45 \A1;1.20 \A1;VER DETALLE DE VIGAS \A1;VER DETALLE DE VIGAS \A1;VER DETALLE DE VIGAS \A1;2.70 \A1;VER DETALLE DE VIGAS \A1;.60 \A1;2.60 \A1;.50 \A1;.60 DETALLE DE COLUMNA ,ANCLAJE EN ZAPATA (TIPICO) 2 Ø 5/8" 0.25 0.4000000000000341 Ø 3/8" 1@0.05,8@0.10, Resto @0.15 c/extremo VC (0.25cm. x 0.40cm.) NOTA : NO CIMENTAR SOBRE RELLENO DE EXISTIR ELIMINAR Y REMPLAZAR CON CONCRETO 1:16 CEMENTO-HORMIGON +30% P.G.(ma'x 6") CIMIENTO 1:10 NPT+0.25 f'c = 175 kl/cm² SOBRECIMIENTO ARMADO 5 5 0.6000000000003638 0.3999999999995794 0.2000000000003297 0.1499999999999204 5 1.700000000000443 0.5000000000001705 0.6000000000001366 0.3999999999998067 0.4499999999995906 1.199999999999534 5 5 5 Ø 3/8" 2@0.05,10@0.10, Resto @0.20 c/extremo Ø 3/8" 2@0.05, 10@0.10, Resto @0.20 c/extremo NIV. EXC.= 1.20m. f'c = 210 kl/cm² NTN.±0.00 5 5 (1º PISO) (2º PISO) (AZOTEA) Terreno Natural Compactado VC-2 (0.25cm. x 0.40cm.) NTN.-1.70 NPT+0.15 SUELO FIRME SUB ZAPATA Ó SUB CIMIENTO 2 Ø 1/2" 2 Ø 5/8" \A1;B \A1;A \A1;Variable MALLA DE ZAPATA 5 5 REC. LIBRE 0.070 SEGUN CUADRO DE ZAPATAS PARA UNA MEJOR ADERENCIA PARA LA SEGUNDA JORNADA LLENAR A 1/2 DE ALTURA ,SOLO PARA UNIDADES MACIZAS. ANTES DE EMPESAR LA SEGUNDA JORNADA LIMPIAR Y HUMEDECER (VERIFICAR % DE ABSORCION DE LAS UNIDADES DE LADRILLO) MORTERO: C:A: 1:4 JUNTAS =1.5 cm. COMO MAXIMO \LESPECIFICACIÓN LADRILLO MORTERO ESCALA 1/10 f fy=4200 Kg/cm2 25.0 cm. 15.5 cm. 20.0 cm. LONGITUDES DE GANCHOS ( cm. ) 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS \A1;L 10.0 6.5 13.0 1/4" 3/8" 1/2" 2.0 1.3 2.5 A d (cm.) (cm.) r RECUBRIMIENTO d DE COLUMNA, PLACA ó VIGA A 45° ESPECIFICADO 45° r r L cm L .35 .30 .45 .80 .90 3/8" 1/4" 1/2" 5/8" 3/4" d CUADRO DE LONGITUD DE ANCLAJE ESPECIFICACIONES TECNICAS 9cm x 11cm x 24cm (barras al centro de las paredes) PORTLAND TIPO MS - TIPO I 2.ALBAÑILERIA -COLUMNAS -ESCALERAS -CEMENTO: -ACERO -ZAPATAS -RECUBRIMIENTOS: -SOLADOS -CISTERNA Y TANQUE ELEVADO -CERCOS Y TABIQUES INTERIORES: LADRILLO PANDERETA: 4.0 cm. 2.5 cm 7.5 cm fy=4200 kg/cm2 C : H ; 1 : 10 f'c=210 kg/cm2 f'c=210kg/cm2 f'c=175 kg/cm2 f'c=210 kg/cm2 1.CONCRETO CISTERNA ESCALERAS COLUMNAS DE PORTICOS DE CºAº -CONCRETO ARMADO EN: ZAPATAS Y VIGAS DE CIMENTACIÒN -MUROS PERIMETRALES : ALBAÑILERIA CONFINADA SE USARÁ LADRILLO KING - KONG DE 18 HUECOS DE TIPO INDUSTRIAL ( MAQUINADO ) Y EL MORTERO DEL ASENTADO SERÁ, CEMENTO : ARENA (1 : 5) Y SE ADICIONARÁ 2 ALAMBRES N° 08 QUE TOMARÁN TODA LA SECCIÓN DE LA COLUMNA Y SE INCRUSTA - RAN EN EL MURO NO MENOS DE 35 cm., LA UBICACIÓN DE DICHOS ALAMBRES SERÁN CADA 3 HILADAS DE LADRILLO Vert 4.0 cm Horiz 4.0 cm -VIGAS DE CIMENTACIÓN f'c=175 kg/cm2 COLUMNAS DE CONFINAMIENTO LADRILLO K.K. 18 HUECOS, TIPO IV : 9 x 13 x 24 cm. f ' b= 145 kg/cm2 (Unidad); f ' m= 65 Kg/cm2 (Pilas); v`m= 8.1 Kg/cm2. DICHOS MUROS SE LEVANTARÀN ANTES DE ENCOFRAR EL TECHO. LOS TABIQUES SE LEVANTARÀN DESPUES DE DESENCOFRADO EL TECHO. f'c=210 kg/cm2 MUROS DE CONTENCIÒN SOBRECIMIENTOS (CERCOS) ; C : H ; 1 : 8 + 25 P.M. -CONCRETO CICLOPEO: CIMIENTOS CORRIDOS (CERCOS) ; C : H ; 1 : 10 + 30% P.G. CIMIENTOS CORRIDOS ; f ' c = 100 Kg/cm2. + 30% P.G. SOBRECIMIENTOS ; f ' c = 175 Kg/cm2. + 25% P.M. -MUROS DE CONTENCION 4.0 cm -SOBRECIMIENTOS ARMADOS 4.0 cm f'c=175 kg/cm2 SOBRECIMIENTO ARMADO ARKI - UNLIMIT NIV. EXC.= variable NPT+/- 0.00 VER DETALLES ESC:1/25 DETALLE DE PROTECCION CONTRA SALITRE EN CIMIENTO MEMBRANA GEOSINT\U+00C9TICA NPT ESC:1/25 DETALLE DE PROTECCION 5 5 +/- 0.00 5 NIV. EXC.= -1.30 MEMBRANA CONTRA SALITRE EN ZAPATA GEOSINT\U+00C9TICA 5 \A1;.60 \A1;.60 \A1;1.20 \A1;.10 \A1;VER DETALLES DADO PARA ESCALERA C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C3 C3 C4 C3 C4 C4 C4 C4 C4 7 d5/8" @0.18m 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 7 d5/8" @0.18m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 1 1 2 2 3 3 3 3 3 3 4 4 3 3 3 3 2 2 2 2 2 2 2 2 4 4 4 4 5 5 5 5 5 5 2 2 2 2 6 6 3 3 6 6 6 6 6 6 6 6 A B C D E F G' H' J' J I H G F D C B A E 1 2 4 5 6 8 1 3 5 7 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 C1 ELEMENTO TIPO ACERO ESTRIBOS ESC: 1/20 DETALLES DE COLUMNAS 5 5 2 Ø 5/8" 4 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" Ø 3/8" 2@0.05, 10@0.10, Resto @0.20 c/extremo 2 Ø 1/2" C2 .40 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2@0.05, 10@0.10, Resto @0.20 c/extremo 6 Ø 5/8" C5 C5 C5 C5 C5 C5 5 5 6 Ø 1/2" 2 Ø 1/2" Ø 3/8" 2@0.05, 10@0.10, Resto @0.20 c/extremo C3 2 Ø 1/2" 2 Ø 1/2" C4 C5 5 5 2 Ø 1/2" 2 Ø 1/2" 4 Ø 1/2" Ø 3/8" 2@0.05, 10@0.10, Resto @0.20 c/extremo 4 Ø 1/2" 5 5 2 Ø 1/2" 2 Ø 1/2" Ø 1/4" 2@0.05, 10@0.10, Resto @0.20 c/extremo P1 P2 5 5 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" 6 Ø 5/8" 4 Ø 1/2" 2 Ø 1/2" Ø 3/8" 2@0.05, 10@0.10, Resto @0.20 c/extremo

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, DWG, flat, floor, FOUNDATION, foundations, fundament, house, Housing, map, structures