Plant Growth DWG Detail for AutoCAD

Plant Growth DWG Detail for AutoCAD

Plant foundation of a house and construction details.

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

min., door, min., min., min., min., esca, min., esca, depends on level difference, according to slope, minimum, depends on level difference, according to slope, min, min., foundation plane, min., min., min., floor steel, foundation plane, min., v.s., v.s., v.s., v.s., v.s., v.s., reference axes, v.s., seismic v., stirrups c.a.c, free, free, in foundation floor of walls, min., Min coating, min., min., esc:, natural floor, compact filler, steel stirrups indicated in table of cols., box of, compact filler, floor steel, plinth, finished floor, column, floor steel, Perimeter sidewalk with control joints cut the joint reinforcement, step where applicable, Min coating, of typical columns, esc:, reinforcing steel in both directions, min., seismic beam, overburden weight, floor, unscaled, Transversal of foundations of walls, foundation type, spike c.ac., min., finished floor, floor steel, esca, natural floor, compact filler, natural floor, compact filler, corr., stirrups, plinth, Bloq’s wall, floor steel, Perimeter sidewalk with control joints cut the joint reinforcement, blocks of, esc:, foundation type, spike c.ac., finished floor, floor steel, natural floor, compact filler, corr., stirrups, plinth, Bloq’s wall fill first course, floor steel, finished floor, foundation type, floor steel, natural floor, compact filler, grama, Perimeter sidewalk with control joints cut the joint reinforcement, foundation type, min., terrace apartment, floor steel, esca, natural floor, compact filler, natural floor, compact filler, corr., stirrups, floor steel, Perimeter sidewalk with control joints cut the joint reinforcement, blocks of, heights depends on level difference, stuffed with, concrete, blq’s of, natural, steel, floor, compacted fill, typical wall, varies according to level, corr. its T., Applies on intermediate walls, between different levels, spike c.ac. where apply, finished floor, floor steel, plinth, Block wall where you apply, floor steel, minimum, interior Exterior, crossways of floor edges, esc:, heights depends on level difference, corr. in, stuffed with, concrete, blq’s of, natural, steel, floor, steps of, ac of c.a.c. in, compacted fill, concrete floor more tile, esc .:, varies according to level, corr. its T., concrete floor more tile, min, building, min., esc:, natural floor, compact filler, welded plate est. cm, see foundation plan, compact filler, floor steel, finished floor, floor steel, column concrete pedestal, min., concrete pedestal cm, finished floor, welding, steel welded plate, support steel thickness, internal ladder, v.s., esc:, of columns of, min., natural floor, welded plate est. cm, compact filler, floor steel, finished floor, floor steel, min., concrete pedestal cm, finished floor, welding, steel plate soldier, support steel thickness, esc:, wf’s, see foundation plan, support steel thickness, welded plate, welded plate est. cm, min., compact filler, floor steel, concrete pedestal cm, concrete pedestal cm, foundation walls, v.s., foundation

Raw text data extracted from CAD file:

5 0.0999999999974222 0.0999999999898051 0.0999999999898051 .006 5 .006 5 5 5 0.0299999905981565 5 0.0400034000897538 0.0420265295795859 0.0200821697975471 0.039999999999992 5 5 0.1899805307684943 0.0299999745628128 0.0200822304436912 0.0200000182098066 0.0200022083889095 0.0100000256303501 0.050082474653907 0.0200821697975329 0.0400000000000063 5 0.1899805307640534 0.0299999745628128 0.0200824648225506 0.0199981557208417 0.0200022083889095 0.0100000255560531 5 0.0100000255560673 0.0200821697975471 0.039999999999992 5 5 0.1899805307684943 0.0299999745628128 0.0200822304436912 0.0200000182098066 0.0200022083889095 0.050082474653907 5 0.0299995529646822 5 0.1000000000000014 5 5 0.2080000000001334 5 5 0.041832539395287 0.1705545996607896 0.0500002439129723 5 5 5 5 0.0200000000098939 0.0199999999970011 0.019999999995747 0.0100000009920969 0.0199999999970011 5 5 .014 R .003 R.003 0.1756502648753262 0.0340000001045091 0.0100000000000051 0.0200000021370528 0.020000000000941 0.0099999999482634 0.0120074511667614 0.0119925489366928 5 0.1300000000063619 5 5 .005 5 5 0.0468198051735271 0.0399999993399227 0.1450000007171184 0.0940000002741073 5 \A1;.01 \A1;.02 \A1;.02 \A1;.01 \A1;.01 \A1;.01 \A1;.21 \A1;.034 \A1;.002 \A1;.04 \A1;.01 \A1;.01 \A1;.014 \A1;R .003 \A1;R.003 \A1;.18 \A1;.03 \A1;.034 \A1;.10 \A1;.10 \A1;.10 \A1;.006 \A1;.022 \A1;.006 \A1;.015 \A1;.005 \A1;.005 \A1;.03 \A1;.005 \A1;.04 \A1;.04 \A1;.02 \A1;.04 \A1;.125 \A1;.045 \A1;.19 \A1;.03 \A1;.02 \A1;.02 \A1;.02 \A1;.01 \A1;.05 \A1;.02 \A1;.04 \A1;.125 \A1;.19 \A1;.03 \A1;.02 \A1;.02 \A1;.02 \A1;.01 \A1;.045 \A1;.01 \A1;.02 \A1;.04 \A1;.125 \A1;.045 \A1;.19 \A1;.03 \A1;.02 \A1;.02 \A1;.02 \A1;.05 \A1;.034 \A1;.13 \A1;.04 \A1;45° \A1;.005 \A1;.006 \A1;.015 \A1;.05 \A1;.04 \A1;.15 \A1;.09 \A1;45° \A1;.02 \A1;.03 \A1;.034 \A1;.10 \A1;.015 \A1;.065 0.0200000000000031 0.0200000000000031 5 0.0100000000814475 5 0.1124306525767054 0.112430652615366 5 5 \A1;.02 \A1;.02 \A1;.025 \A1;.01 \A1;.005 \A1;.11 \A1;.11 \A1;.036 \A1;.034 0.0389153960593234 0.1199999999953434 0.0608613052172586 0.1199999999953434 0.0111882809120516 0.0107576282458837 \A1;.039 \A1;.120 \A1;.061 \A1;.120 \A1;.011 \A1;.011 5 0.1450000000951928 0.004999999930857 0.0200000000000031 0.0340000001061043 0.019999999963872 0.0759999999764318 \A1;.060 MIN. \A1;.145 \A1;.005 \A1;.020 \A1;.034 \A1;.020 \A1;.076 \A1;.171 \A1;.050 \A1;R.010 \A1;4.5 \A1;152° \A1;28° \A1;.020 \A1;.020 \A1;.020 \A1;.010 \A1;.020 0.0200824648966602 0.0299999999999727 0.1600040417058608 5 0.0200824648966602 0.0299999999999727 5 0.1900038240287074 \A1;.020 \A1;.030 \A1;.160 \A1;.030 Puerta \A1;.020 \A1;.030 \A1;.020 \A1;.190 \A1;1.25 \A1;1.25 \A1;1.85 \A1;1.85 \A1;2.16 \A1;3.43 \A1;1.25 \A1;2.90 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.60 \A1;1.35 \A1;1.35 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.35 \A1;1.35 \A1;1.85 \A1;1.85 \A1;1.35 \A1;1.35 \A1;1.25 \A1;1.25 \A1;1.60 \A1;1.95 \A1;1.95 \A1;1.35 \A1;1.35 \A1;1.25 \A1;1.25 \A1;1.35 \A1;1.35 \A1;1.35 \A1;1.35 \A1;1.25 \A1;.30 \A1;3" mín. \A1;3" mín. \A1;t \A1;0.80m - MIN. \A1;.10 \A1;.03 \A1;B x L \A1;.10 \A1;.07 \A1;.10 \A1;.30 \A1;.10 \A1;3" mín. \A1;3" mín. \A1;.15 \A1;.60 - MIN. \A1;.10 \A1;.30 \A1;.03 \A1;.30 \A1;.10 \A1;.07 \A1;.10 \A1;.10 ESCA. \A1;.30 \A1;.10 \A1;.10 \A1;.30 \A1;.03 \A1;.30 \A1;.05 \A1;.10 \A1;.10 \A1;.05 \A1;.10 \A1;.15 \A1;.15 \A1;.05 \A1;.05 \A1;.15 \A1;.60 - MIN. \A1;.10 \A1;.03 \A1;.10 \A1;.07 \A1;.10 ESCA. \A1;.30 \A1;ALTURAS DEPENDE DE DIFERENCIA DE NIVEL \A1;0.15 \A1;0.30 \A1;VARIA SEGUN DESNIVEL \A1;.10 \A1;.30 \A1;.30 \A1;.60 MINIMO \A1;.10 \A1;ALTURAS DEPENDE DE DIFERENCIA DE NIVEL \A1;.30 \A1;.20 \A1;0.15 \A1;0.30 \A1;PASOS DE .30 \A1;.10 \A1;VARIA SEGUN DESNIVEL \A1;.10 \A1;.50 \A1;.40 MIN \A1;t \A1;0.80m - MIN. \A1;.10 \A1;.03 \A1;VER PLANO DE CIMIENTOS \A1;.10 \A1;3" mín. \A1;3" mín. \A1;1.25 \A1;1.25 \A1;.65 \A1;.65 \A1;.65 \A1;.65 \A1;.65 \A1;.10 \A1;0.60m - MIN. \A1;.10 \A1;.03 \A1;3" mín. \A1;3" mín. \A1;.25 \A1;.10 WF 6x16 ACERO DE PISO #3 @ .40 (A/D) -309.5989038314015 \A1;.10 \A1;VER PLANO DE CIMIENTOS \A1;.25 \A1;60cm MÍN. \A1;11.61 5 5 5 5 1.25 x 1.25 x 0.30 P15 P16 1.25 x 1.25 x 0.30 6-#4 A/D 6-#4 A/D 5 5 1.35 x 1.35 x 0.30 7-#4 A/D P11 P12 5 5 1.85 x 1.85 x 0.315 17-#4 A/D P13 1.85 x 1.85 x 0.315 17-#4 A/D 5 5 5 5 1.35 x 1.35 x 0.30 6-#4 A/D P14 5 5 1.25 x 1.25 x 0.30 P6 6-#4 A/D 5 1.60 x 1.60 x 0.30 P7 12-#4 A/D P8 5 5 1.95 x 1.95 x 0.30 16-#4 A/D P9 5 5 P10 5 5 P1 1.25 x 1.25 x 0.30 6-#4 A/D P2 1.50 x 1.50 x 0.30 9-#4 A/D P3 5 1.35 x 1.35 x 0.30 7-#4 A/D P4 5 1.35 x 1.35 x 0.30 7-#4 A/D 5 5 1.25 x 1.25 x 0.30 6-#4 A/D P5 5 5 1.25 x 1.25 x 0.30 6-#4 A/D P15A 3.43 x 1.85 x 0.30 #4 @ 20cm A/D P16A P10A 5 2.90 x 1.25 x 0.30 V.S. V.S. V.S. V.S. V.S. V.S. 5 V.S. V.S. V.S. V.S. V.S. 5 5 V.S. V.S. V.S. V.S. V.S. V.S. V.S. V.S. V.S. V.S. V.S. 5 1.25 x 1.25 x 0.30 6-#4 A/D P21 1.25 x 1.25 x 0.30 6-#4 A/D P22 V.S. 5 5 5 1.25 x 1.25 x 0.30 6-#4 A/D P17 1.25 x 1.25 x 0.30 6-#4 A/D P18 V.S. 5 5 1.35 x 1.35 x 0.30 6-#4 A/D 5 5 P19 1.35 x 1.35 x 0.30 6-#4 A/D 5 5 P20 V.S. V.S. V.S. V.S. #4 @ 20cm A/D X Y EJES DE REFERENCIA V.S. V.S. 5 \LVIGA SISMICA V.S. (AMARRE) 4 #5 (LONGITUDINAL) ESTRIBOS # 3 @ 0.20 m C.A.C f'c=3,000 psi(2,10 kg/cm) fy=grado 60(4,200 kg/cm) 2 2 \A1;0.10 LIBRE 0.05 \A1;0.10 LIBRE 0.05 \A1;0.30 \A1;EMPALMES \A1;0.30 \A1;EMPALMES \LINTERSECCIONES EN PLANTA DE CIMIENTOS DE PAREDES 5 5 3" mín. RECUBRIMIENTO MÍN. 3" 3" mín. t 0.80m - MIN. 5 ESC: 1:10 5 5 SUELO NATURAL SUELO NATURAL RELLENO COMPACTO ACEROS Y ESTRIBOS INDICADOS EN CUADRO DE COLS. (VER CUADRO DE ZAPATAS) B x L RELLENO COMPACTO 5 ACERO DE PISO #3 @ .40 (A/D) ZOCALO PISO ACABADO COLUMNA 5 5 ACERO DE PISO #3 @ .40 (A/D) ACERA PERIMETRAL CON JUNTAS DE CONTROL @ 2.40 MAX., CORTAR EL REFUERZO @ 0.05 DE LA JUNTA ESCALON DONDE APLIQUE \A1;0.30 100% f'c=3,000 psi(2,10 kg/cm ) fy=grado 60(4,200 kg/cm ) RECUBRIMIENTO MÍN. 3" \LZAPATA DE COLUMNAS TÍPICA ESC: 1:20 ACERO DE REFUERZO EN AMBAS DIRECCIONES 3" mín. 3" mín. 100% VIGA SÍSMICA (V.S.) q=(12,000 kg/m ) OVERBURDEN WEIGHT = 2,400 kg/m X 0.10 + 1,800 X 0.50 = 1,140 kg/m = 1,800 kg/m 3 SUELO (ASUMIDO) = 1,800 kg/m 2 2 2 2 2 3 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 SIN ESCALA \LSECCIONES TRANSVERSALES DE CIMIENTOS DE PAREDES FUNDACION TIPO A ESPIGA #3 @ 0.40 C.AC. 5 <> - MIN. 5 5 5 5 PISO ACABADO ACERO DE PISO #3 @ .40 (A/D) 5 5 <> ESCA. SUELO NATURAL RELLENO COMPACTO SUELO NATURAL RELLENO COMPACTO #3 @ .40 2#4 CORR. ESTRIBOS #3 @ .90 5 ZOCALO PARED DE BLOQ'S 6" ACERO DE PISO #3 @ .40 (A/D) ACERA PERIMETRAL CON JUNTAS DE CONTROL @ 2.40 MAX., CORTAR EL REFUERZO @ 0.05 DE LA JUNTA 5 BLOQUES DE 6" ESC: 1:10 FUNDACION TIPO B ESPIGA #3 @ 0.40 C.AC. 5 5 5 PISO ACABADO ACERO DE PISO #3 @ .40 (A/D) 5 5 SUELO NATURAL RELLENO COMPACTO 2#4 CORR. ESTRIBOS #3 @ .90 5 ZOCALO PARED DE BLOQ'S 4" RELLENAR PRIMERA HILADA ACERO DE PISO #3 @ .40 (A/D) 5 PISO ACABADO 5 5 FUNDACION TIPO C 5 ACERO DE PISO #3 @ .40 (A/D) SUELO NATURAL RELLENO COMPACTO 5 GRAMA 5 5 5 ACERA PERIMETRAL CON JUNTAS DE CONTROL @ 2.40 MAX., CORTAR EL REFUERZO @ 0.05 DE LA JUNTA FUNDACION TIPO D 5 <> - MIN. 5 5 5 PISO TERRAZA ACERO DE PISO #3 @ .40 (A/D) 5 <> ESCA. SUELO NATURAL RELLENO COMPACTO SUELO NATURAL RELLENO COMPACTO #3 @ .40 2#4 CORR. ESTRIBOS #3 @ .90 5 ACERO DE PISO #3 @ .40 (A/D) ACERA PERIMETRAL CON JUNTAS DE CONTROL @ 2.40 MAX., CORTAR EL REFUERZO @ 0.050 DE LA JUNTA BLOQUES DE 6" ALTURAS DEPENDE DE DIFERENCIA DE NIVEL RELLENOS CON CONCRETO BLQ'S DE 6" (ALTERNAR 0.15 0.30 NATURAL ACERO #4 @ 0.40 SUELO RELLENO COMPACTADO MURO TIPICO VARIA SEGUN DESNIVEL 2#4 CORR. EST. #3@.30 GANCHOS) 5 APLICA EN PAREDES INTERMEDIAS ENTRE NIVELES DIFERENTES ESPIGA #3 @ 0.40 C.AC. DONDE APLIQUE 5 PISO ACABADO ACERO DE PISO #3 @ .40 (A/D) 5 ZOCALO PARED DE BLOQ'S 4" ó 6" DONDE APLIQUE 5 ACERO DE PISO #3 @ .40 (A/D) (DONDE APLIQUE) .60 MINIMO INTERIOR Y EXTERIOR \LSECCIONES TRANSVERSALES DE BORDES DE PISO ESC: 1:10 ALTURAS DEPENDE DE DIFERENCIA DE NIVEL 5 #3 CORR. EN C/PASO RELLENOS CON CONCRETO BLQ'S DE 6" 5 (ALTERNAR 0.15 0.30 NATURAL ACERO #4 @ 0.40 SUELO PASOS DE .30 AC #3 @ 0.30 DE C.A.C. EN A/D RELLENO COMPACTADO 5 PISO DE CONCRETO MAS BALDOSA ESC.: 1:10 VARIA SEGUN DESNIVEL 2#4 CORR. EST. #3@.30 GANCHOS) 5 5 PISO DE CONCRETO MAS BALDOSA #3@.40 EN A/D .40 MIN EDIFICIO 1 EDIFICIO 2 t 0.80m - MIN. 5 ESC: 1:10 5 SUELO NATURAL SUELO NATURAL RELLENO COMPACTO 4 #5 SOLDADAS A PLATO EST. #3 @ 25 Cm VER PLANO DE CIMIENTOS RELLENO COMPACTO 5 ACERO DE PISO #3 @ .40 (A/D) PISO ACABADO ACERO DE PISO #3 @ .40 (A/D) 100% \LZAPATA DE COLUMNA P16A (CON PEDESTAL DE CONCRETO 3" mín. 3" mín. 100% PEDESTAL DE CONCRETO 30 x 30 cm PISO ACABADO SOLDADURA \A1;COLUMNA DE ACERO A36 6" X 6" X \S1/2;" SOLDADA A PLATO \A1;PLATO DE APOYO ACERO A36 DE 3/8" DE ESPESOR \LDETALLE ESCALERA INTERNA 1.25 x 1.25 x 0.30 6-#4 A/D P18A V.S. 5 5 P3A P4A 5 5 5 5 0.65 x 0.65 x 0.25 #4 @ 20cm A/D 0.65 x 0.65 x 0.25 #4 @ 20cm A/D ESC: 1:10 \LZAPATA DE COLUMNAS P3A, P4A (ESCALERA DE METAL) 0.60m - MIN. 5 5 SUELO NATURAL 4 #5 SOLDADAS A PLATO EST. #3 @ 20 Cm #4 @ 20 cm A/D 5 RELLENO COMPACTO 5 ACERO DE PISO #3 @ .40 (A/D) PISO ACABADO ACERO DE PISO #3 @ .40 (A/D) 3" mín. 3" mín. 100% PEDESTAL DE CONCRETO 30 x 30 cm PISO ACABADO SOLDADURA \A1;TUBO DE ACERO 4"X4" SOLDADO A PLATO \A1;PLATO DE APOYO ACERO A36 DE 3/8" DE ESPESOR 5 ESC: 1:10 \LZAPATA DE WF 6 x 16 (ESCALERA DE METAL) WF 6x16 5 VER PLANO DE CIMIENTOS 5 \A1;PLATO DE APOYO ACERO A36 DE 3/8" DE ESPESOR \A1;VIGA SOLDADA A PLATO 4 #5 SOLDADAS A PLATO EST. #3 @ 20 Cm 60cm MÍN. RELLENO COMPACTO 100% ACERO DE PISO #3 @ .40 (A/D) PEDESTAL DE CONCRETO 51 x 30 cm PEDESTAL CONCRETO 30 X 30 cm PEDESTAL CONCRETO 30 X 30 cm PEDESTAL CONCRETO 30 X 30 cm PEDESTAL CONCRETO 51 X 30 cm CIMIENTO DE PAREDES CIMIENTO DE PAREDES CIMIENTO DE PAREDES CIMIENTO DE PAREDES CIMIENTO DE PAREDES CIMIENTO DE PAREDES V.S. CIMIENTO DE PAREDES CIMIENTO DE PAREDES CIMIENTO DE PAREDES CIMIENTO DE PARED 5 ESCALA 1: 50 PLANTA DE CIMIENTO

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, construction, DETAIL, details, DWG, FOUNDATION, foundations, fundament, growth, house, plant