Foundation And Details DWG Detail for AutoCAD

Foundation plan; shoes; details of laying of foundations; detail connexion beams; detail of columns; reinforced beams and assembling beams

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

variable, variable, variable, Connection, beam, sole, beam, level, beam, level, beam, false shoe until stabilizing the, level, variable, variable, Connection, beam, sole, beam, level, beam, level, beam, false shoe until stabilizing the, level, variable, variable, Connection, beam, sole, beam, level, beam, level, beam, false shoe until stabilizing the, level, variable, variable, Connection, beam, sole, beam, level, beam, level, beam, false shoe until stabilizing the, level, faculty of architecture plastic arts, single family Home, draft:, secondary beams, architectural design vi, September, indicated, supa camilo yhon yanatan raya quispe kevin phuyo huillca juan jose, date:, sheet:, Location:, owner:, date:, scale:, flat beam with, vch, flat beam with, vch, double joist, lightened type npt, stairwell, flat beam with, double joist, empty well of light, flat beam with, vch, double joist, lightened type npt npt, stairwell, flat beam with, double joist, empty well of light, scale:, date:, owner:, faculty of architecture plastic arts, single family Home, draft:, Location:, sheet:, foundations foundation beam columns, architectural design vi, September, date:, indicated, supa camilo yhon yanatan raya quispe kevin phuyo huillca juan jose, iron according to the light, lightened, temperat., joist, foundations, esc., foundation beam, sole, sole, esc., false shoe until stabilizing the, Connection, beam, sole, beam, level, beam, level, false shoe until stabilizing the, variable, column, esc., level, kind, level, esc., of stirrups, level, level, stirrups, esc., of columns, armed shoes, esc., ceiling, beams, splicing anchorages lt lc, beams stairs, steel itintec, coverings sides sides, concrete all f’c, overeating, mezzanine, soil resistance, soles, foundations, overloads, fy, Specifications, with f’c, of large stone max., nomenclature, transverse steel, longitudinal steel, shoe width, shoe length, caliper overhang, covering, shoes, dimensions, reinforcing steel, main type main type, minimum, minimum, main type main type, minimum, main type main type, minimum, minimum, minimum, main type main type, minimum, minimum, main principal type vp vp, minimum, minimum, minimum, minimum, main principal types vp vp, minimum, minimum, main principal types vp vp, secondary type secondary types vs vs, secondary type secondary types vs vs, minimum, minimum, minimum, minimum, secondary type secondary types vs vs, flat beam with, vch, flat beam with, vch, double joist, lightened type npt, stairwell, flat beam with, double joist, empty well of light, flat beam with, vch, double joist, lightened type npt npt, stairwell, flat beam with, double joist, empty well of light, light type, esc., faculty of architecture plastic arts, single family Home, draft:, foundations foundation beam columns, architectural design vi, September, indicated, supa camilo yhon yanatan raya quispe kevin phuyo huillca juan jose, date:, sheet:, Location:, owner:, date:, scale:

Raw text data extracted from CAD file:

\A1;1.20 \A1;1.20 <> <> \A1;E-01 \A1;E-02 \A1;E-03 \A1;E-04 \A1;Z 4 \A1;Z 1 \A1;Z 2 \A1;Z 2 \A1;Z 2 \A1;Z 2 \A1;Z 3 \A1;Z 3 \A1;Z 1 \A1;Z 1 \A1;Z 1 \A1;Z 1 \A1;Z 5 \A1;Z 5 \A1;Z 1 \A1;V 1 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 2 \A1;V 1 \A1;V 1 \A1;V 1 \A1;V 1 \A1;V 1 \A1;V 1 \A1;V 1 \A1;V 1 \A1;Z 5 \A1;Z 5 \A1;z 1 \A1;z 1 \A1;V 1 \A1;ZAPATAS 3.82 0.25 0.50 0.10 0.45 1.20 0.25 0.50 0.10 0.25 1,20 0.50 0.45 0.55 0.10 1.70 0.25 0.25 Variable 1,20 2,70 0,40 2,10 0,40 0.50 0.50 0.45 0.55 0.10 3.00 1.70 VARIABLE 0.25 0.25 0.40 0.40 2.05 2.05 Variable 0.40 2.05 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 CONEXIÓN -1424.184160136997 VIGA DE SOLADO 1 : 12 -1424.184160136997 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" 1er. NIVEL -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 VIGA Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 3er. NIVEL 2do. NIVEL Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 3.40 \T0.75;NPT ± 0.00 \T0.75;NPT + 8.30 \T0.75;NPT + 5.85 \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) -1424.184160136997 4to. NIVEL 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 12.45 -1424.184160136997 -1424.184160136997 0.50 0.50 0.45 0.55 0.10 3.00 1.70 VARIABLE 0.25 0.25 0.40 0.40 2.05 2.05 Variable 0.40 2.05 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 CONEXIÓN -1424.184160136997 VIGA DE SOLADO 1 : 12 -1424.184160136997 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" 1er. NIVEL -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 VIGA Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 3er. NIVEL 2do. NIVEL Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 3.40 \T0.75;NPT ± 0.00 \T0.75;NPT + 8.30 \T0.75;NPT + 5.85 \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) -1424.184160136997 4to. NIVEL 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 12.45 -1424.184160136997 -1424.184160136997 0.50 0.50 0.45 0.55 0.10 3.00 1.70 VARIABLE 0.25 0.25 0.40 0.40 2.05 2.05 Variable 0.40 2.05 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 CONEXIÓN -1424.184160136997 VIGA DE SOLADO 1 : 12 -1424.184160136997 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" 1er. NIVEL -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 VIGA Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 3er. NIVEL 2do. NIVEL Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 3.40 \T0.75;NPT ± 0.00 \T0.75;NPT + 8.30 \T0.75;NPT + 5.85 \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) -1424.184160136997 4to. NIVEL 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 12.45 -1424.184160136997 -1424.184160136997 0.50 0.50 0.45 0.55 0.10 3.00 1.70 VARIABLE 0.25 0.25 0.40 0.40 2.05 2.05 Variable 0.40 2.05 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 CONEXIÓN -1424.184160136997 VIGA DE SOLADO 1 : 12 -1424.184160136997 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" 1er. NIVEL -1424.184160136997 -1424.184160136997 -1424.184160136997 -1424.184160136997 VIGA Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 3er. NIVEL 2do. NIVEL Ø 3/8" 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 3.40 \T0.75;NPT ± 0.00 \T0.75;NPT + 8.30 \T0.75;NPT + 5.85 \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) -1424.184160136997 4to. NIVEL 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" \T0.75;NPT + 12.45 -1424.184160136997 -1424.184160136997 0.35 0.25 0.17 0.27 0.35 0.25 0,25 0,35 0,25 0,35 0,27 0,17 \A1;4.05 \A1;5.50 \A1;4.85 \A1;4.05 \A1;5.50 \A1;4.85 \A1;4.95 \A1;5.35 \A1;4.95 \A1;4.95 \A1;5.35 \A1;4.95 <> <> <> <> <> <> <> <> <> <> <> <> \A1;Y \A1;Y \A1;E-01 \A1;E-02 \A1;E-03 \A1;E-04 4,95 5,35 4,95 4,05 5,50 4,85 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 \A1;r \A1;B \A1;r \A1;L 0,25 0,25 0,25 0,25 \A1;r \A1;B \A1;r \A1;L 0,25 0,25 4,95 5,35 0,25 0,40 0,80 0,80 5,35 0,25 0,40 0,80 1,52 4,95 5,35 4,95 0,25 0,40 0,80 0,80 0,80 5,35 0,80 1,52 0,25 0,40 0,80 4,95 0,25 0,40 0,80 0,80 4,95 5,35 4,95 1,00 0,80 0,78 FACULTAD DE ARQUITECTURA Y ARTES PLASTICAS VIVIENDA UNIFAMILIAR PROYECTO: VIGAS PRINCIPALES, SECUNDARIAS \W5.88181; DISEÑO ARQUITECTÓNICO VI SEPTIEMBRE 2014 ES 02 INDICADAS - SUPA CAMILO YHON YONATAN - RAYA QUISPE KEVIN - PHUYO HUILLCA JUAN JOSÉ FECHA: LAMINA: UBICACION: PLAN0: PROPIETARIO: FECHA: ESCALA: 1,00 4,95 0,78 4,95 0,25 0,40 0,80 4,05 4,85 1,00 4,05 5,50 4,85 0,80 0,80 0,80 0,25 0,40 0,95 0,95 0,80 0,80 0,85 0,85 0,80 0,80 0,85 0,85 0,95 0,95 0,85 0,85 0,95 0,95 0,95 0,95 0,85 0,85 3,51 2,99 3,25 4,87 4,98 4,98 4,87 0,95 0,95 0,80 0,80 0,85 0,85 0,80 0,80 0,85 0,85 0,95 0,95 0,85 0,85 0,95 0,95 0,95 0,95 0,85 0,85 3,51 2,99 3,25 4,87 4,98 4,98 4,87 4,95 5,35 4,95 4,05 5,50 4,85 1,20 1,20 3,51 2,99 3,25 4,87 4,98 4,98 4,87 0,95 0,95 0,80 0,80 0,85 0,85 0,80 0,80 0,85 0,85 0,95 0,95 0,85 0,85 0,95 0,95 0,95 0,95 0,85 0,85 0,80 0,80 0,85 0,85 0,95 0,95 0,85 0,85 0,95 0,95 0,95 0,95 0,85 0,85 0,95 0,95 0,80 0,80 0,85 0,85 3,51 2,99 3,25 4,87 4,98 4,98 4,87 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VCH 0.40 x 0.20 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VCH 0.40 x 0.20 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA \LLOSA ALIGERADA TIPO NPT + 3.40 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 VANO DE ESCALERA VANO DE ESCALERA VP 201 VP 201 VP 201 VP 201 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VS 205 VS 206 VS 207 VS 208 VS 209 VS 205 VS 206 VS 208 VS 209 VS 205 VS 206 VS 207 VS 208 VS 209 1 2 3 4 A B C D E VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 DOBLE VIGUETA DOBLE VIGUETA VANO POZO DE LUZ -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 0.80 0.80 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VCH 0.40 x 0.20 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA \LLOSA ALIGERADA TIPO NPT + 5.85 Y NPT + 8.30 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 VANO DE ESCALERA VP 201 VP 201 VP 201 VP 201 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VS 205 VS 206 VS 207 VS 208 VS 209 VS 205 VS 206 VS 208 VS 209 VS 205 VS 206 VS 207 VS 208 VS 209 1 2 3 4 A B C D E VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 DOBLE VIGUETA DOBLE VIGUETA VANO POZO DE LUZ -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 -1388.370170655513 0.80 0.80 ESCALA: FECHA: PROPIETARIO: FACULTAD DE ARQUITECTURA Y ARTES PLASTICAS VIVIENDA UNIFAMILIAR PLAN0: PROYECTO: UBICACION: LAMINA: CIMENTACIONES VIGA DE CIMENTACION COLUMNAS \W5.88181; DISEÑO ARQUITECTÓNICO VI SEPTIEMBRE 2014 ES 01 FECHA: INDICADAS - SUPA CAMILO YHON YONATAN - RAYA QUISPE KEVIN - PHUYO HUILLCA JUAN JOSÉ 0.10 0.30 0.10 FIERRO d SEGUN LA LUZ 0.10 0.30 \LDETALLE DE ALIGERADO S/C =200 Kg/cm2, h = 0.20 m. d TEMPERAT. d 1/4" @ 0.25\~ 0.25 0.25 VIGUETA 0.05 0.20 0.15 \LP. CIMENTACIONES ESC. 1 : 50 \LDETALLE VIGA DE CIMENTACIÓN 3.82 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 SOLADO 1 : 10 7 Ø 5/8" 0.25 0.50 0.10 1 3 Ø 5/8" 2 Ø 5/8" 0.45 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1.20 7 Ø 5/8" SOLADO 1 : 10 ESC. 1 : 20 0.25 0.50 0.10 0.25 2 \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) 5 0.50 0.45 0.55 0.10 1.70 CONEXIÓN 0.25 VIGA DE SOLADO 1 : 12 0.25 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" VIGA 1 @ 0.05 5 @ 0.10 2 @ 0.15 R @ 0.20 Ø 3/8" 1er. NIVEL VIGA Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 2do. NIVEL Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 \T0.75;NPE + 3.10 \T0.75;NP. ± 0.00 \T0.75;NPE+ 5.90 \W2.00988; Falsa Zapata \W0.67655; (Enrocado hasta \W2.15274; estabilizar el \W2.15274; suelo) Variable \LDETALLE DE COLUMNA C1 ESC. 1 : 20 5 5 5 5 5 0.35 C1 NIVEL TIPO 0.25 6 Ø 5/8 1er. NIVEL 2do. NIVEL ESC. 1 : 20 \LDOBLADO DE ESTRIBOS C2 4 Ø 5/8 + 2 Ø 3/4 4 Ø 5/8 + 2 Ø 3/4 0.17 0.27 C1 1er. y 2do. NIVEL C2 1er. y 2do. NIVEL 0.35 0.25 6 Ø 5/8 5 5 5 5 5 5 Estribos Ø 3/8" Estribos Ø 3/8" ESC. 1 : 20 \LCUADRO DE COLUMNAS 5 A B 5 5 C D 5 5 5 1 2 3 4 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C2 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C1 Z-1 5 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 5 C1 Z-1 5 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 5 C1 Z-1 5 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 5 C1 Z-1 5 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 5 C1 Z-1 5 5 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 C2 Z-1 5 5 7 Ø 5/8 @ 0.18 7 Ø 5/8 @ 0.18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC 101 VC 101 VC 102 VC 102 VC 102 VC 103 VC 103 VC 103 VC 104 VC 105 VC 106 VC 107 VC 108 VC 108 VC 108 VC 109 VC 109 VC 109 VC 110 VC 110 r B r L \LDETALLE ARMADO ZAPATAS ESC. 1 : 20 5 5 5 5 r B r L 5 5 Techo = 1.00 Kg/cm2 Columnas, Vigas = 0.04m EMPALMES Le, ANCLAJES Lf,Lc O Le Lt Lc Losas, Viguetas y Escaleras = 0.025m ACERO ITINTEC 341.031 RECUBRIMIENTOS fondos = 0.075, lados = 0.04m CONCRETO (en todos los casos) f'c = 210Kg/cm2 SOBRECIMIENTOS = Entrepiso = 2.00 Kg/cm2 RESISTENCIA DE SUELO = 1.30 Kg/cm2 SOLADOS = 1:10 CIMIENTOS CORRIDOS MEZCLA = SOBRECARGAS f'y = 4200 Kg/cm2 ESPECIFICACIONES con f'c = 140 kg/cm2 con f'c = 140 kg/cm2 5/8" 1/2" 0.55 0.45 0.70 0.55 3/8" 0.40 0.30 1:8+25% de Piedra Grande ( 4" < 8" Max. ) 1:10 + 30% de Piedra Grande ( 8" < 12" Max. ) 0.55 0.45 0.35 NOMENCLATURA As(t) = ACERO TRANSVERSAL As(l) = ACERO LONGITUDINAL B = ANCHO DE ZAPATA L = LARGO DE ZAPATA t = PERALTE DE ZAPATA r = RECUBRIMIENTO r t 0.040 Ø 5/8" 7 @ 0.18 L B Z-1 1.20 1.20 ZAPATAS 0.50 DIMENSIONES (mts) ACERO DE REFUERZO As(l) As(t) Ø5/8" 7 @ 0.18 5 5 A B C \LVIGAS PRINCIPAL TIPOPRINCIPAL TIPO \LVP 201201 2 Ø 5/8" 3 Ø 5/8" 5 5 \LSECCIÓN 1 · 1' 2 Ø 5/8" 3 Ø 5/8" 1 1 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 MINIMO 5 MINIMO 5 B C \LVIGAS PRINCIPAL TIPOPRINCIPAL TIPO \LVP 301301 2 Ø 5/8" 3 Ø 5/8" 5 5 \LSECCIÓN 1 · 1' 1 1 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 MINIMO 3 Ø 5/8" 2 Ø 5/8" Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 \LVIGAS PRINCIPAL TIPOPRINCIPAL TIPO \LVP 202202 5 5 5 A B C D Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 2 Ø 5/8" 3 Ø 5/8" 5 5 \LSECCIÓN 1 · 1' 1 1 5 MINIMO 5 MINIMO 5 MINIMO 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 5 B C \LVIGAS PRINCIPAL TIPOPRINCIPAL TIPO \LVP 302302 2 Ø 5/8" 3 Ø 5/8" 1 1 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 MINIMO 3 Ø 5/8" 2 Ø 5/8" Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 5 D Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 5 \LSECCIÓN 1 · 1' 5 MINIMO 2 Ø 5/8" 3 Ø 5/8" Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 \LVIGAS PRINCIPAL TIPOPRINCIPAL TIPO \LVP 203, VP 303203, VP 303 5 5 5 A B C D Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 2 Ø 5/8" 3 Ø 5/8" 5 5 \LSECCIÓN 1 · 1' 1 1 5 MINIMO 5 MINIMO 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" Ø 3/8" 1 @ 0.05 R @ 0.10 3 Ø 5/8" 2 Ø 5/8" 5 MINIMO 5 MINIMO 5 \LVIGAS PRINCIPALES TIPOPRINCIPALES TIPO \LVP 204, VP 304204, VP 304 5 A B Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 2 Ø 5/8" 3 Ø 5/8" Ø 3/8" 1 @ 0.05 R @ 0.10 3 Ø 5/8" 2 Ø 5/8" 5 MINIMO 5 5 D Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 5 \LSECCIÓN 1 · 1' 5 MINIMO 2 Ø 5/8" 3 Ø 5/8" C 1 1 \LVIGAS PRINCIPALES TIPOPRINCIPALES TIPO \LVP 205, VP 305205, VP 305 5 1 2 \LVIGAS SECUNDARIAS TIPOSECUNDARIAS TIPO \LVS 206, VS 306206, VS 306 2 Ø 5/8" 3 Ø 5/8" Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 1 1 1 1 5 3 4 \LVIGAS SECUNDARIAS TIPOSECUNDARIAS TIPO \LVS 207, VS 307207, VS 307 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 1 1 2 Ø 5/8" 3 Ø 5/8" Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 MINIMO Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 Ø 3/8" 1 @ 0.05 5 @ 0.10 R @ 0.20 5 5 5 1 2 3 4 5 MINIMO 5 MINIMO 5 MINIMO 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 1 1 \LVIGAS SECUNDARIAS TIPOSECUNDARIAS TIPO \LVS 208, VS 308208, VS 308 5 5 \LSECCIÓN 1 · 1' 5 5 5 5 5 5 5 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VCH 0.40 x 0.20 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VCH 0.40 x 0.20 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA \LLOSA ALIGERADA TIPO NPT + 3.40 <> <> <> <> <> <> <> <> <> <> <> <> VANO DE ESCALERA VANO DE ESCALERA VP 201 VP 201 VP 201 VP 201 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VS 205 VS 206 VS 207 VS 208 VS 209 VS 205 VS 206 VS 208 VS 209 VS 205 VS 206 VS 207 VS 208 VS 209 1 2 3 4 A B C D E VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 DOBLE VIGUETA DOBLE VIGUETA VANO POZO DE LUZ <> <> <> <> <> <> <> <> 0.80 0.80 5 5 5 5 5 5 5 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VCH 0.40 x 0.20 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA \LLOSA ALIGERADA TIPO NPT + 5.85 Y NPT + 8.30 <> <> <> <> <> <> <> <> <> <> <> <> VANO DE ESCALERA VP 201 VP 201 VP 201 VP 201 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VP 202 VP 203 VP 204 VS 205 VS 206 VS 207 VS 208 VS 209 VS 205 VS 206 VS 208 VS 209 VS 205 VS 206 VS 207 VS 208 VS 209 1 2 3 4 A B C D E VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 VIGA CHATA 0.40 x 0.20 CON 4 Ø 5/8 DOBLE VIGUETA DOBLE VIGUETA VANO POZO DE LUZ <> <> <> <> <> <> <> <> 0.80 0.80 \LLOZA ALIGERDA TIPO ESC. 1 : 50 5 A B 5 5 C D 5 5 5 1 2 3 4 C1 C1 C1 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 5 5 VC 201 VC 201 VC 202 VC 202 VC 202 VC 203 VC 203 VC 203 VC 204 VC 205 VC 206 VC 207 VC 208 VC 208 VC 208 VC 209 VC 209 VC 209 VC 210 VC 210 FACULTAD DE ARQUITECTURA Y ARTES PLASTICAS VIVIENDA UNIFAMILIAR PROYECTO: CIMENTACIONES VIGA DE CIMENTACION COLUMNAS \W5.88181; DISEÑO ARQUITECTÓNICO VI SEPTIEMBRE 2014 ES 01 INDICADAS - SUPA CAMILO YHON YONATAN - RAYA QUISPE KEVIN - PHUYO HUILLCA JUAN JOSÉ FECHA: LAMINA: UBICACION: PLAN0: PROPIETARIO: FECHA: ESCALA:

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, DETAIL, details, DWG, erdbebensicher strukturen, footings, FOUNDATION, foundations, iron, laying, laying of foundations, plan, seismic structures, shoes, strukturen

DWG_Blocks

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