Foundations DWG Detail for AutoCAD

Foundations DWG Detail for AutoCAD

Constructive details – Foundation plant – Shoes of foundation

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

there are seismic separation joints of cm, between columns partition walls., important, in the sector of high ceilings, study, kitchen, living room, dinning room, s.s.h.h., terrace, cimentacion plant, garden, garden, car port, esc .:, column, Mooring, esc, foundation, sobrecimiento, variable, every course, f’c, p.g., false foundation, foundation, f’c, sobrecimiento, f’c, f’c, p.g., false foundation, foundation, f’c, sobrecimiento, esc, f’c, sobrecimiento, f’c, foundation, false foundation, p.g., f’c, esc, esc, f’c, p.g., false foundation, foundation, f’c, sobrecimiento, f’c, f’c, sobrecimiento, f’c, foundation, false foundation, p.g., f’c, esc, esc, f’c, p.g., false foundation, foundation, f’c, sobrecimiento, f’c, f’c, sobrecimiento, f’c, foundation, false foundation, p.g., esc, esc, p.g., false foundation, foundation, f’c, sobrecimiento, f’c, foundation, false foundation, p.g., mm:, esc, f’c, esc, mm:, p.g., false foundation, foundation, f’c, sobrecimiento, f’c, f’c, esc, mm:, p.g., false foundation, foundation, f’c, sobrecimiento, f’c, tights, column, esc .:, esc .:, column, column, esc .:, esc .:, column, tights, esc .:, column, column, esc .:, esc .:, column, column, esc .:, esc .:, column, mm:, column, esc .:, esc .:, column, mm:, shoes cm, lightweight slab cm, partitioning in the high roof sector all, in the sector of low ceilings all the walls, the walls will be considered as, They are carriers. from this height, the walls are partitions., important, use brick type with mortar, secondary beams soleras, running foundation p.g., p.m., st in, sand cement, main beams cm, stairs cm, ground resistance, brick masonry, minimal coatings, f’m, simple concrete, reinforced concrete, Technical specifications, to the third floor., important, in all the supporting columns the steel passes, n.p.t., variable, nfc, n.f.p., rest as indicated, esc, fake shoe, of shoe, plant, esc, typical detail, of footings, indicated in box, prof.de, shoe box, nom, cross, longitudinal, foundation of, stairs

Raw text data extracted from CAD file:

\A1;20.00 \A1;6.50 \A1;.95 \A1;.25 ? NPT= \A1;.15 \A1;2.10 \A1;.49 \A1;.54 \A1;.75 \A1;2.28 \A1;.19 \A1;.15 \A1;5.41 \A1;.15 \A1;1.20 \A1;.15 \A1;1.00 \A1;1.00 \A1;.15 \A1;4.00 \A1;.15 \A1;1.00 \A1;5.64 \A1;3.40 \A1;3.51 \A1;5.26 \A1;4.77 \A1;3.06 \A1;20.00 \A1;.15 \A1;3.85 \A1;2.50 \A1;6.50 \A1;4.30 \A1;1.94 \A1;2.86 \A1;3.03 \A1;0.30 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.20 \A1;0.10 \A1;0.55 \A1;0.15 \A1;0.80 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.55 \A1;0.80 \A1;0.10 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.80 \A1;0.10 \A1;0.80 \A1;0.15 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.75 \A1;0.10 \A1;0.40 \A1;0.60 \A1;0.15 \A1;0.80 \A1;0.85 \A1;0.30 \A1;0.10 \A1;0.80 \A1;0.15 \A1;0.60 \A1;0.40 \A1;0.85 \A1;0.30 \A1;0.10 \A1;0.40 \A1;0.60 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.15 \A1;0.50 \A1;1.30 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.65 \A1;0.10 \A1;0.50 \A1;0.65 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.60 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.75 \A1;0.15 \A1;0.60 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.75 \A1;0.30 \A1;1.08 \A1; \A1;0.30 \A1;4\U+2205 5/8" \A1;0.15 \A1;0.25 \A1;0.30 \A1;0.15 \A1;\U+22050.30 \A1;0.15 \A1;0.63 \A1;0.15 \A1;4\U+2205 5/8" \A1;4\U+2205 5/8" \A1;0.14 \A1;0.25 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.45 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.33 \A1;0.75 \A1;0.15 \A1;0.32 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.10 Existe juntas de sepaeación sísmica de 3 cm entre columnas, columnas y muros de tabiquería. - IMPORTANTE En el sector de techos altos (Sistema Aporticado) \A1;T \A1;VARIABLE \A1;B \A1;0.25 \A1;B \A1;0.30 \A1;h ESTUDIO COCINA SALA COMEDOR S.S.H.H. TERRAZA PLANTA DE CIMENTACION 5 5 5 5 +0.10 1 2 3 4 1 ±0.00 +0.45 +0.45 +0.45 +0.45 +0.10 JARDIN -0.50 1 2 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 3 1 2 3 ±0.00 JARDIN ±0.00 CAR PORT d 3/8": 1 @0.05, 8 @0.10, r @0.20 14 d 5/8" -13.95089279553223 Esc.: 1/20 Columna C1 12.0 cm -13.95089279553223 C1 C1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 CA-1 2 2 1 1 N.P.T.+ 0.45 N.P.T.+0.45 AMARRE COLUMNA-MURO ESC 1/25 ESC 1/25 1 - 1 \A1;0.30 CIMIENTO SOBRECIMIENTO \A1;0.30 \A1;0.30 \A1;0.30 \A1;Mínimo 0.60* Variable d 1/4" cada 3 hiladas 10.36197501213621 10.36197501213621 10.36197501213621 11.26197501213621 f'c = 175 Kg/cm2 d 3/8": 1 @0.05, 6 @0.10 4 d 1/2" 6 @0.10, r @0.20 c/ext 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento 10.36197501213621 10.36197501213621 f'c = 100 kg/cm2 Sobrecimiento f'c = 100 kg/cm2 10.36197501213621 10.36197501213621 1 1 d 3/8": 1 @0.05, 6 @0.10 6 @0.10, r @0.20 c/ext f'c = 100 kg/cm2 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento 9.531449850362762 9.531449850362762 9.531449850362762 9.531449850362762 9.531449850362762 f'c = 175 Kg/cm2 f'c = 100 kg/cm2 Sobrecimiento 2 - 2 ESC 1/25 4 d 1/2" N.P.T.+ 0.45 \A1;0.55 9.531449850362762 1 1 2 2 2 2 9.531449850362762 9.531449850362762 f'c = 100 kg/cm2 Sobrecimiento f'c = 100 kg/cm2 8.631449850362761 Cimiento Falso Cimiento 1:10 + 30% P.G. 1:12 + 30% P.G. 6 @0.10, r @0.20 c/ext 4 d 1/2" d 3/8": 1 @0.05, 6 @0.10 f'c = 175 Kg/cm2 8.631449850362761 9.531449850362762 9.531449850362762 9.531449850362762 3 - 3 ESC 1/25 N.P.T.+0.00 N.P.T.+ 0.45 2 2 9.531449850362762 1 1 3 3 3 3 N.P.T.+ 0.45 N.T.N.-0.10 ESC 1/25 4 - 4 -8.323457926942282 -8.323457926942282 -8.323457926942282 f'c = 175 Kg/cm2 d 3/8": 1 @0.05, 6 @0.10 4 d 1/2" 6 @0.10, r @0.20 c/ext 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento f'c = 100 kg/cm2 Sobrecimiento f'c = 100 kg/cm2 -8.323457926942282 -8.323457926942282 -0.3481631114597121 -0.3481631114597121 4 4 -0.3481631114597121 -0.3481631114597121 f'c = 100 kg/cm2 Sobrecimiento f'c = 100 kg/cm2 Cimiento Falso Cimiento 1:10 + 30% P.G. 1:12 + 30% P.G. 6 @0.10, r @0.20 c/ext 4 d 1/2" d 3/8": 1 @0.05, 6 @0.10 f'c = 175 Kg/cm2 -0.3481631114597121 -0.3481631114597121 5 - 5 ESC 1/25 N.T.N.-0.50 N.P.T.+ 0.45 0.85 0.30 0.10 5 5 0.0 0.0 0.0 N.P.T.+ 0.10 N.T.N.-0.50 ESC 1/25 6 - 6 0.0 0.0 f'c = 175 Kg/cm2 d 3/8": 1 @0.05, 6 @0.10 4 d 1/2" 6 @0.10, r @0.20 c/ext 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento f'c = 100 kg/cm2 Sobrecimiento f'c = 100 kg/cm2 0.0 0.0 6 6 0.0 0.0 f'c = 100 kg/cm2 Sobrecimiento f'c = 100 kg/cm2 Cimiento Falso Cimiento 1:10 + 30% P.G. 1:12 + 30% P.G. 6 @0.10, r @0.20 c/ext 4 d 1/2" d 3/8": 1 @0.05, 6 @0.10 0.0 0.0 7 - 7 ESC 1/25 N.P.T.+ 0.10 N.P.T.+0.00 7 7 8 8 N.P.T.+0.00 N.P.T.+ 0.45 ESC 1/25 8 - 8 -8.553278511772433 -8.553278511772433 d 3/8": 1 @0.05, 6 @0.10 4 d 1/2" 6 @0.10, r @0.20 c/ext 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento f'c = 100 kg/cm2 f'c = 100 kg/cm2 -8.553278511772433 -8.553278511772433 Sobrecimiento Sobrecimiento 0.0 f'c = 100 kg/cm2 f'c = 100 kg/cm2 Cimiento Falso Cimiento 1:10 + 30% P.G. 1:12 + 30% P.G. 6 @0.10, r @0.20 c/ext 4 d 3/8" d 6 mm: 1 @0.05, 6 @0.10 0.0 0.0 9 - 9 ESC 1/25 N.P.T.+ 0.10 N.P.T.+0.00 0.50 5 0.10 0.10 0.40 0.65 0.10 0.50 0.65 0.10 0.10 0.40 f'c = 175 Kg/cm2 f'c = 175 Kg/cm2 9 9 9 9 0.0 0.0 ESC 1/25 10 - 10 0.0 0.0 d 6 mm: 1 @0.05, 6 @0.10 4 d 3/8" 6 @0.10, r @0.20 c/ext 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento f'c = 100 kg/cm2 0.0 Sobrecimiento N.T.N.-0.50 f'c = 175 Kg/cm2 0.75 10 10 10 10 f'c = 175 Kg/cm2 0.0 0.0 N.P.T.+ 0.00 ESC 1/25 11 - 11 0.0 0.0 d 6 mm: 1 @0.05, 6 @0.10 4 d 3/8" 6 @0.10, r @0.20 c/ext 1:12 + 30% P.G. 1:10 + 30% P.G. Falso Cimiento Cimiento f'c = 100 kg/cm2 f'c = 100 kg/cm2 0.0 Sobrecimiento 0.75 11 11 f'c = 175 Kg/cm2 CA-1 CA-1 CA-1 CA-1 CA-3 CA-3 C2 CA-2 CA-2 C3 C4 C3 C5 C6 C3 C3 C3 C3 C3 C4 C7 C8 C9 Z1 -18.06253574404407 -20.80729716249552 -20.80729716249552 4 d 5/8" d 3/8": 1 @0.05, 8 @0.10, r @0.20 -20.80729716249552 2 mallas d 3/8" @0.20 4d 5/8" Columna C2 Esc.: 1/20 -20.27737648004031 -20.27737648004031 4 d 5/8" Esc.: 1/20 Columna C3 d 3/8": 1 @0.05, 8 @0.10, r @0.20 4.76801304318488 6.189668517683756 d 3/8": 1 @0.05, 8 @0.10, r @0.20 Columna C4 Esc.: 1/20 4 d 5/8" 6 d 5/8" Esc.: 1/20 Columna C5 d 3/8": 1 @0.05, 8 @0.10, r @0.20 5.385570728726947 -7.944115630300963 0.0 0.0 0.0 2 mallas d 3/8" @0.20 0.0 Esc.: 1/20 Columna C6 d 3/8": 1 @0.05, 8 @0.10, r @0.20 -0.4078699841054458 -0.4078699841054458 -0.4078699841054458 d 3/8": 1 @0.05, 8 @0.10, r @0.20 Columna C7 Esc.: 1/20 4 d 5/8" 2.092076161504167 2.092076161504167 1.817214709568276 1.817214709568276 1.817214709568276 1.817214709568276 1.817214709568276 12d 5/8" Esc.: 1/20 Columna C8 d 3/8": 1 @0.05, 8 @0.10, r @0.20 -0.151434559130692 -0.151434559130692 -0.151434559130692 d 3/8": 1 @0.05, 8 @0.10, r @0.20 Columna C9 Esc.: 1/20 12d 5/8" -27.70696307075589 -27.70696307075589 4 d 3/8" Esc.: 1/20 Columna CA-1 d 6 mm: 1 @0.05, 5 @0.10, r @0.30 d 3/8 mm: 1 @0.05, 5 @0.10, r @0.30 Columna CA-2 Esc.: 1/20 4 d 1/2" -15.42891332848632 -15.42891332848632 0.0 2 d 3/8" Esc.: 1/20 Columna CA-3 d 3/8 mm: 1 @0.05, 5 @0.10, r @0.30 5 Zapatas 7.50 cm Losa aligerada 2.50 cm tabiquería. En el sector de techo alto todos En el sector de techos bajos todos los muros (en los muros comunes) se considerará como son portantes. A partir de esta altura los muros son de tabique. - IMPORTANTE Usar ladrillo tipo IV, con mortero Vigas secundarias y soleras Cimiento corrido : 1:10 + 30% P.G. (max. 6") Sobrecimiento : 1:8 + 25% P.M. (max. 3") St = 0.75 Kg/cm2 (verificar en obra) cemento : arena 1:4 Vigas principales 4.00 cm columnas y escaleras 2.50 cm f'c= 175 Kg/cm2 - RESISTENCIA DEL TERRENO - ALBAÑILERIA DE LADRILLOS - RECUBRIMIENTOS MINIMOS f'm = 40 Kg/cm2 fy = 4200 Kg/cm2 - CONCRETO SIMPLE - CONCRETO ARMADO ESPECIFICACIONES TECNICAS hasta el tercer piso. - IMPORTANTE En todos las columnas portantes el acero pasan T N.P.T. VARIABLE NFC N.F.P. resto de acuerdo a lo indicado d 3/8" : 1 @ 0.05, 4 @ 0.10 CIMIENTO-COLUMNA ESC. 1/25 d 3/8" @ 0.25 Falsa Zapata e=0.50m DE ZAPATA PLANTA ESC. 1/25 DETALLE TIPICO B 5 DE ZAPATAS INDICADO EN CUADRO B 0.30 1.00 m 1.00 m Prof.de Cimentación(Df) 1.30x1.30 1.30x4.00 Z1 Z2 0.50 0.60 4d 5/8" @ 0.35 11d 5/8" @ 0.35 CUADRO DE ZAPATAS B x T Nom. h d Transversal Z3 0.80x0.80 0.50 3d 1/2" @ 0.25 1.00 m h Z2 Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z4 Z5 Z6 Z4 1.10x1.20 0.60 4d 1/2" @ 0.35 1.00 m 1.00 m 0.50 1.30x3.35 Z5 Z6 1.20x0.80 0.50 4d 1/2" @ 0.25 1.00 m d Longitudinal 4d 5/8" @ 0.35 4d 5/8" @ 0.35 3d 1/2" @ 0.25 4d 1/2" @ 0.25 3d 1/2" @ 0.25 4d 5/8" @ 0.35 9d 5/8" @ 0.35 Cimentación de la Escalera

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, base, constructive, DETAIL, details, DWG, FOUNDATION, foundations, fundament, plant, shoes