Structure School Pavilion DWG Block for AutoCAD

File with structural design of classrooms pavilion

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

column with column, reinforcement – column, column with beam, column and lightened, npt., negative reinforcement, positive reinforcement, specifications, amador naveda azalde, lightened, plane:, location:, construction:, design, revised, district: morrope, province: lambayeque, department: lambayeque, mhavel, structures, rosemary – morrope, second level, cad:, scale:, approved :, date:, specialty :, lamina:, acrylic slate, republic of Peru, ministry of education, bookshelf of concrete, made in work, room, column confinement, first level, foundation plant, bb axis, cc axis, aa axis, seismic design parameters, will not be allowed, light of the slab or column or support. beam on each side of, splices of the reinforcement, reinforcement in one, same section., joints l, will not be spliced, central third., will be located in the, min, slabs and beams, overlaps and splices, columns, slabs, , beams, columns, stirrups

Raw text data extracted from CAD file:

\A1; 5 A 0.10 \A1; 5 A 0.10 \A1;0.05 \A1;0.05 \A1;5 A 0.10 \A1;0.05 \A1;0.05 \A1;5 A 0.10 \A1;VIGA \A1;DE ACUERDO A Ø \A1;DE ACUERDO A Ø \A1;DE ACUERDO A Ø COLUMNA CON COLUMNA REFUERZO - COLUMNA 32.35630271172168 32.35630271172168 32.35630271172168 32.35630271172168 32.35630271172168 32.35630271172168 32.35630271172168 32.35630271172168 32.35630271172168 COLUMNA CON VIGA 32.35630271172168 COLUMNA Y ALIGERADO 32.35630271172168 32.35630271172168 NPT. # I12 I11 I10 I9 I8 I7 I6 I5 I4 I3 I2 I1 I12 I11 I10 I9 I8 I7 I6 I5 I4 I3 I2 I1 IB IA IB IA H1 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11 H12 H13 H14 HA HB H1 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11 H12 H13 H14 HA HB GA GB GC GD GF GG GH GE G1 G2 G3 G4 G5 G1 G2 G3 G4 G5 GA GB GC GD GF GG GH GE \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;7.95 \A1;2.63 A 1 AA-000 1 AA-000 AA-000 1 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 0.800 1.150 1.150 0.700 0.700 1.150 1.150 1.150 1.150 1.150 1.150 1.150 1.150 0.700 0.700 0.800 1.150 1.150 0.800 0.350 1.000 1.150 1.150 1.150 1.150 1.150 1.150 1.150 1.150 0.800 0.350 1.000 4.235 4.235 4.235 4.235 4.235 4.235 5.135 5.135 0.100 0.300 0.100 0.300 0.100 0.300 0.100 0.150 0.050 0.200 0.100 0.300 0.100 0.300 0.100 0.300 0.100 0.150 0.070 0.220 0.900 1.300 1.300 0.900 0.900 0.900 0.900 4.850 0.800 2.000 1.500 0.100 0.150 0.050 0.200 7.500 1.500 7.250 1.625 10.520 25.660 3.650 3.900 4.600 1.625 0.350 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 d 3/8" d 1/2" d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 49.1864226687544 d 1/2" d 1/2" d 3/8" 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 d 1/2" 49.1864226687544 49.1864226687544 49.1864226687544 d 3/8" d 3/8" d 3/8" d 1/2" d 1/2" VIGUETAS VT A11: H: 0.22, B: 0.10 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 d 1/4" @ 0.20 m Corrugado REFUERZO NEGATIVO REFUERZO POSITIVO 49.1864226687544 LADRILLO DE TECHO: 0.30X0.30X0.15 INDUSTRIAL \A1;SECCION DE LOSA DE TECHOS 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 d 1/4" @ 0.20 m Corrugado REFUERZO NEGATIVO REFUERZO POSITIVO 49.1864226687544 LADRILLO DE TECHO: 0.30X0.30X0.15 INDUSTRIAL \A1;SECCION DE LOSA DE SEGUNDO PISO DE AULAS d 1/2" d 1/2" d 3/8" 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 d 1/2" d 1/2" VIGUETAS VT C11: H: 0.20, B: 0.10 49.1864226687544 VIGUETAS VT A12: H: 0.22, B: 0.10 \A1;VIGA VA-107 0.25X0.75 \A1;VIGA VC-101 0.25X0.75 \A1;VIGA VA-105 0.25X0.75 \A1;VIGA VA-105 0.25X0.75 \A1;VIGA VA-101 0.25X0.75 \A1;VIGA VA-103 0.25X0.75 \A1;VIGA VA-103 0.25X0.75 \A1;VIGA VA-103 0.25X0.75 \A1;VIGA VA-102 0.25X0.50 \A1;VIGA VA-104 0.25X0.50 \A1;VIGA VA-106 0.25X0.50 \A1;VIGA VA-106 0.25X0.50 \A1;VIGA VA-103 0.25X0.50 \A1;VIGA VA-104 0.25X0.50 \A1;VIGA VA-104 0.25X0.50 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-107 0.25X0.75 \A1;VIGA VA-107 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-108 0.25X0.75 \A1;VIGA VA-107 0.25X0.75 \A1;VIGA VA-109 0.25X0.30 \A1;VIGA VA-110 0.25X0.30 \A1;VIGA VA-110 0.25X0.30 \A1;VIGA VA-110 0.25X0.30 \A1;VIGA VA-110 0.25X0.30 \A1;VIGA VA-109 0.25X0.30 49.1864226687544 d 1/2" d 3/8" d 3/8" 49.1864226687544 d 3/8" 49.1864226687544 VIGUETAS VT E11: H: 0.22, B: 0.10 49.1864226687544 \A1;VIGA VE-102 0.25X0.50 \A1;VIGA VE-102 0.25X0.50 \A1;VIGA VE-103 0.25X0.60 \A1;VIGA VE-104 0.25X0.586 \A1;VIGA VE-101 0.25X0.75 \A1;VIGA VE-101 0.25X0.75 \A1;VIGA VE-105 0.25X0.30 ACERO DE REFUERZO: ASTM A615 ESPECIFICACIONES CONCRETO: F'c 210 Kg/cm2 \A1;RECUBRIMIENTOS: LOSAS: 2.5 CM VIGAS, COLUMNAS 4 CM \A1;GANCHOS STANDARD: d 3/8" 0.15 d 1/2" 0.20 \A1;EMPALMES TRASLAPADOS: TIPO B: 45d d 1/4" 0.30 d 3/8" 0.45 d 1/2" 0.60 Para barras horizontales que tengan por debajo mas de 0.30m de concreto fresco: multiplicar por 1.4 \A1;SOBRECARGAS: AMBIENTES: 250 KG/M2 PASILLOS, ESCALERAS: 400 KG/M2 TECHOS: 100 KG/M2 VIGUETA TRANSVERSAL: H: 0.20, B: 0.10, 2 d 3/8" VIGUETA TRANSVERSAL: H: 0.20, B: 0.10, 2 d 3/8" \A1;SECCION DE VIGUETA TRANSVERSAL 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 d 1/4" @ 0.20 m Corrugado d 3/8" d 3/8" LADRILLO DE TECHO: 0.30X0.30X0.15 INDUSTRIAL \A1;VIGA VC-102 0.25X0.50 \A1;VIGA VA-104 0.25X0.50 \A1;VIGA VC-102 0.25X0.50 \A1;VIGA VC-101 0.25X0.75 \A1;VIGA VC-103 0.25X0.75 \A1;VIGA VC-105 0.25X0.75 \A1;VIGA VC-105 0.25X0.75 \A1;VIGA VC-105 0.25X0.75 \A1;VIGA VC-105 0.25X0.75 \A1;VIGA VC-106 0.25X0.30 \A1;VIGA VC-106 0.25X0.30 AMADOR NAVEDA AZALDE ING. CIVIL CIP 47023 I. E. SAN PEDRO Nº 10168 ALIGERADOS PLANO : UBICACION : OBRA : DISEÑO REVISADO DISTRITO: MORROPE, PROVINCIA: LAMBAYEQUE, DEPARTAMENTEO: LAMBAYEQUE 1:50, 1:12.5 MHAVEL ESTRUCTURAS CONJUNTO DE 6 AULAS Y AULA DE COMPUTO PRIMARIA JU - 2010 EL ROMERO - MORROPE SEGUNDO NIVEL CAD : ESCALA : APROBADO: FECHA : ESPECIALIDAD: EP-2 LAMINA : \A1;VIGA VA-101 0.25X0.75 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 49.1864226687544 \A1;.80 \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;.80 \A1;.80 \A1;.70 \A1;.80 \A1;.70 \A1;.70 \A1;1.10 \A1;.70 \A1;1.10 \A1;.70 \A1;1.10 \A1;.70 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 0.100 0.300 0.100 0.300 0.100 0.300 0.100 0.200 0.050 0.250 0.100 0.300 0.100 0.300 0.100 0.300 0.100 0.150 0.050 0.200 0.675 0.675 0.750 0.750 0.675 0.675 0.675 0.675 0.750 0.750 0.750 0.750 7.950 0.475 0.475 0.125 0.125 0.150 0.150 0.050 7.000 1.700 0.300 1.200 0.450 0.700 0.700 1.500 0.300 1.200 0.450 0.600 0.600 1.300 0.300 1.200 0.450 0.500 0.500 \A1;.60 \A1;.27 \A1;.33 \A1;.27 \A1;.37 \A1;.27 \A1;.27 \A1;.27 \A1;.33 \A1;.92 \A1;2.63 \A1;7.95 NIV± \W2.61243; TARRAJEO \W2.23148; Y PINTADO \W3.70767; COLOR \W3.25529; BLANCO PIZARRA ACRILICA REPUBLICA DEL PERÚ MINISTERIO DE EDUCACION \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;7.95 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.60 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.60 \A1;.95 \A1;1.15 \A1;1.10 \A1;.85 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.25 \A1;1.25 \A1;.60 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.60 \A1;.85 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;.30 \A1;.65 \A1;1.00 \A1;1.40 \A1;1.40 \A1;1.00 \A1;.30 \A1;3.73 \A1;.27 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;3.73 \A1;.27 \A1;.32 \A1;1.00 \A1;1.26 \A1;1.14 \A1;.60 \A1;3.07 \A1;.92 \A1;3.08 \A1;.92 \A1;3.09 \A1;.93 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;1.20 \A1;1.40 \A1;.27 \A1;1.70 \A1;.60 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.92 \A1;3.08 \A1;.60 \A1;.60 \A1;.27 \A1;.65 \A1;.27 \A1;.65 \A1;.27 \A1;.65 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;L \A1;L \A1;L \A1;L \A1;1.00 \A1;1.26 \A1;1.34 \A1;1.14 \A1;1.34 \A1;1.14 \A1;1.34 \A1;1.14 \A1;1.34 \A1;1.14 \A1;1.34 \A1;1.14 \A1;1.34 \A1;1.00 \A1;1.26 \A1;1.20 \A1;1.40 \A1;1.00 \A1;1.26 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.32 \A1;.65 \A1;1.40 \A1;1.40 \A1;.65 \A1;.65 \A1;1.40 \A1;1.40 \A1;.65 \A1;.65 \A1;1.40 \A1;1.40 \A1;.65 \A1;.65 \A1;1.40 \A1;1.40 \A1;.65 \A1;.65 \A1;.95 \A1;1.15 \A1;1.10 \A1;.85 \A1;.95 \A1;1.15 \A1;.95 \A1;1.15 \A1;.95 \A1;1.15 \A1;.95 \A1;1.15 \A1;1.10 \A1;.85 \A1;1.10 \A1;.85 \A1;1.15 \A1;1.25 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.25 \A1;1.15 \A1;1.25 \A1;1.15 \A1;.85 \A1;1.25 ESTANTERIA DE CONCRETO HECHA EN OBRA SALA SALA \A1;.60 \A1;3.33 \A1;.37 \A1;3.32 \A1;.60 \A1;2.70 \A1;.60 \A1;7.02 \A1;.60 \A1;2.70 \A1;.60 \A1;3.33 \A1;.37 \A1;3.32 \A1;.60 \A1;2.70 \A1;.27 \A1;.71 \A1;.27 \A1;.86 \A1;.27 \A1;1.07 \A1;.27 \A1;1.13 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.45 \A1;.27 \A1;.80 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.45 \A1;.71 \A1;.27 \A1;.27 \A1;.86 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.27 \A1;.60 \A1;.27 \A1;.60 \A1;.27 \A1;.45 \A1;.60 \A1;.60 \A1;7.02 \A1;.60 \A1;2.77 \A1;.60 \A1;1.15 \A1;.40 \A1;.40 \A1;1.35 \A1;.70 \A1;.70 \A1;.55 \A1;.55 \A1;.45 \A1;.71 \A1;.27 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.90 \A1;1.50 \A1;.75 \A1;.60 \A1;.30 \A1;1.00 \A1;.89 \A1;0.44 \A1;.60 \A1;7.02 \A1;.60 \A1;2.77 \A1;.27 \A1;.86 \A1;.27 \A1;1.59 \A1;.27 \A1;.80 \A1;.60 \A1;1.50 \A1;.90 \A1;1.50 \A1;.75 \A1;.60 \A1;.30 \A1;1.00 \A1;.89 \A1;0.44 \A1;.60 \A1;.60 \A1;2.77 \A1;3.33 \A1;.37 \A1;3.33 \A1;.60 \A1;.60 \A1;.65 \A1;.65 \A1;.27 \A1;1.07 \A1;.27 \A1;1.13 \A1;.71 \A1;.27 \A1;1.20 \A1;.90 \A1;.85 5 5 5 5 5 5 5 5 5 5 5 5 VA (.27 x.60) VB (.27 x.60) VB (.27 x.60) VA (.27 x.60) VA (.27 x.60) VA (.27 x.60) VA (.27 x.60) VA (.27 x.60) 5 VB (.27 x.60) VB (.27 x.60) VB (.27 x.60) VB (.27 x.60) V-H5 (.27 x.60) V-H5 (.27 x.60) V-H7 (.27 x.70) V-H7 (.27 x.70) V-H6 (.27 x.70) V-H8 (.27 x.70 V-H11 (.27 x.60) V-H11 (.27 x.60) V-H9 (.27 x.70) V-H9 (.27 x.70) V-H10 (.27 x.70) 5 V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) A-1 A-2 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 2d1/2" 2d3/8" H5 H6 H7 H8 H9 H10 H11 PENDIENTE 14% PENDIENTE 8% PENDIENTE 75% \W3.82209; LOSA DE CONCRETO Y \W3.82209; COBERTURA DE TEJA PLANA PENDIENTE 14% PENDIENTE 8% PENDIENTE 75% PENDIENTE 36% \W3.82209; LOSA DE CONCRETO Y \W3.82209; COBERTURA DE TEJA PLANA PENDIENTE 14% PENDIENTE 8% PENDIENTE 75% PENDIENTE 36% 5 5 5 5 5 5 5 5 5 5 5 5 S 1% S 1% S 1% S 1% S 1% A-3 A-3 A-4 A-4 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 5 5 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 5 1d3/8" 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" H5 H6 H7 H8 H9 H10 H11 H5 H6 H7 H8 H9 H10 H11 Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 5 5 5 5 5 5 5 5 5 d 1/4" @ 0.20 m Corrugado REFUERZO NEGATIVO REFUERZO POSITIVO 5 LADRILLO DE TECHO: 0.30X0.30X0.20 INDUSTRIAL \A1;SECCION DE LOSA SEGUNDO NIVEL 5 5 5 5 5 5 5 5 5 d 1/4" @ 0.20 m Corrugado REFUERZO NEGATIVO REFUERZO POSITIVO 5 LADRILLO DE TECHO: 0.30X0.30X0.15 INDUSTRIAL \A1;SECCION DE LOSA PRIMER NIVEL 1d3/8" 2d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 2d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 2d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 2d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 2d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 2d3/8" 2d3/8" 2d1/2" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 2d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 1d3/8" Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. Ø3/8" 1@0.05, 5 @0.10 RTO. @0.20 C/EXT. 2d3/8" 1d3/8" 2d3/8" 2d3/8" 3d 1 " 2d 1" 2d3/4"+1d 1" Ø3/8" 1@0.05 RTO. @0.15 C/EXT. 2d 1 " 1d1"+1d3/4" 2d1" Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d1"+1d3/4" Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d 3/4" 1d3/4" 1d3/4" 2d 3/4" 1d3/4" + 1d5/8" Ø3/8" 1@0.05, 8 @0.125 RTO. @0.25 C/EXT. 2d 3/4" 2d 3/4" 1d3/4" + 1d5/8" 1d5/8" 2d 3/4" 2d 3/4" 2d 3/4" 2d 3/4" 2d 3/4" 2d 3/4" 2d 3/4" 2d 1 " 1d1"+1d3/4" 2d1 " 2d 1 " 1d1"+1d3/4" Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d 1" 2d 1 " 3d1 " Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d 1 " 2d 1 " 2d1 " Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d 1 " 2d 1 " Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d 1 " 2d 1 " Ø3/8" 1@0.05, 12 @0.10 RTO. @0.25 C/EXT. 2d 1" 2d1 " 3d1 " 2d1" 2d 3/4" Ø3/8" 1@0.05, 8 @0.125 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 8 @0.125 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 8 @0.125 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 8 @0.125 RTO. @0.25 C/EXT. Ø3/8" 1@0.05, 8 @0.125 RTO. @0.25 C/EXT. 2d 1 " VA (.27 x.60) VB (.27 x.60) VA (.27 x.60) VA (.27 x.60) VA (.27 x.60) VA (.27 x.60) VB (.27 x.60) VB (.27 x.60) VB (.27 x.60) V-H5 (.27 x.60) V-H5 (.27 x.60) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) V-H5 (.27 x.60 - 0.27 X .30) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) VC (.40 x.20) H5 H6 H7 H8 H9 H10 H11 5 1d 3/8" 5 1d 3/8" 1d 1/2" + 1d 3/8" 5 d 3/8" 5 d 3/8" 1d 1/2" + 1d 3/8" A-3 A-3 5 1d 3/8" 5 1d 3/8" 1d 1/2" + 1d 3/8" A-3 A-3 5 1d 3/8" 5 1d 3/8" 1d 1/2" + 1d 3/8" PENDIENTE 36% A-4 A-4 5 d 3/8" 5 1d 1/2" + 1d 3/8" A-4 A-4 5 d 3/8" 5 1d 1/2" + 1d 3/8" A A´ B C \A1;2 d 3/4" \A1;2 d 3/4" \A1;VIGA CONEXION H6, H8, H10 0.30X0.80 \A1;ESTRIBOS d 3/8": 1@0.05, 10@0.15, r @0.35 5 5 5 5 5 5 \A1;- 1.20 m 5 \A1;SOLADO e: 0.05m 5 5 5 5 <> \A1;d 3/8" @ 0.25 \A1;4 d 1" \A1;SECCION VC-HB \A1;d 1/2" @ 0.25 \A1;SOBRECIMIENTO 5 5 5 \A1;SECCION VC-HA \A1;SECCION VC-H5,H7,H9,H11 \A1;\W1;10 d 3/4" \A1;\W1;2 d 1/2" 5 5 <> \A1;d 3/8" @ 0.275 \A1;3 d 1" \A1;d 1/2" @ 0.35 \A1;SOBRECIMIENTO 5 5 5 \A1;\W1;8 d 3/4" \A1;\W1;2 d 1/2" 5 5 <> \A1;d 3/8" @ 0.275 \A1;3 d 3/4" \A1;d 1/2" @ 0.50 \A1;SOBRECIMIENTO 5 5 5 \A1;\W1;7 d 1/2" \A1;\W1;2 d 1/2" 5 5 5 5 \A1;12 d 3/8" 5 5 \A1;2 d 5/8" \A1;2 d 5/8" COLUMNA CONFINAMIENTO 5 5 5 5 \A1;17 d 3/4" 5 5 A A´ B C PRIMER NIVEL SEGUNDO NIVEL ACERO DE REFUERZO: ASTM A615 ESPECIFICACIONES CONCRETO: F'c 210 Kg/cm2 \A1;RECUBRIMIENTOS: LOSAS: 2.5 CM VIGAS, COLUMNAS: 4 CM \A1;GANCHOS STANDARD: d 3/8" 0.15 d 1/2" 0.20 d 5/8" 0.25 d 3/4" 0.30 d 1" 0.40 H5 H6 H7 H8 H9 H10 H11 H5 H6 H7 H8 H9 H10 H11 H5 H6 H7 H8 H9 H10 H11 5 5 5 5 5 5 5 5 5 5 5 5 5 H5 H6 H7 H8 H9 H10 H11 H5 H6 H7 H8 H9 H10 H11 A A´ B B B 5 B B 5 B B 5 B B 5 B B 5 B B 5 A A 5 A A 5 A A 5 A A 5 A A 5 A A 5 H-11 H11 H-9 H-9 H-7 H-7 H-5 H-5 H-11 H11 H-9 H-9 H-7 H-7 H-5 H-5 5 5 5 5 5 5 5 5 PLANTA DE CIMENTACION ESCALA: 1/50 \A1;VIGA VC-H6 0.30X0.80 \A1;VIGA VC-H6 0.30X0.80 \A1;VIGA VC-H8 0.30X0.80 \A1;VIGA VC-H10 0.30X0.80 EJE B-B EJE C-C EJE A-A 1d3/8" 2d3/4"+1d 1" 2d3/4"+1d 1" 2d3/4"+1d 1" 2d3/4"+1d 1" 2d3/4"+1d 1" 2d3/4"+1d 1" Ø3/8" 1@0.05 RTO. @0.15 C/EXT. 2d3/4"+1d 1" Ø3/8" 1@0.05 RTO. @0.15 C/EXT. 2d3/4"+1d 1" Ø3/8" 1@0.05 RTO. @0.15 C/EXT. 2d3/4"+1d 1" Ø3/8" 1@0.05 RTO. @0.15 C/EXT. 2d3/4"+1d 1" Ø3/8" 1@0.05 RTO. @0.15 C/EXT. 2d3/4"+1d 1" 3d 1 " 2d 1" 3d 1 " 2d 1" 3d 1 " 2d 1" 3d 1 " 2d 1" 3d 1 " 2d 1" 2d 1" 2d 1 " 1d1"+1d3/4" 2d 1 " 2d1" 2d1" 2d1" 2d1" 2d1"+1d3/4" 2d1"+1d3/4" 1d3/4" 1d1"+1d3/4" 1d3/4" 1d3/4" 1d1"+1d3/4" 1d1"+1d3/4" 1d1"+1d3/4" \A1;ESTRIBOS d 3/8": EN LA ALTURA LIBRE DESDE CARA DE VIGA : 1@0.05, 9@0.10, R@0.2 EN NUDO: 1 @ 0.05, R@ 0.05 DESDE CARA DE VIGA DE CIMENTACION HACIA ABAJO: 1@0.05, R @0.10 COLUMNA C1 ESC: 1/25 COLUMNA C2 ESC: 1/25 \A1;ESTRIBOS d 3/8": EN LA ALTURA LIBRE DESDE CARA DE VIGA : 1@0.05, 9@0.10, R@0.25 EN NUDO: 1 @ 0.05, R@ 0.05 DESDE CARA DE VIGA DE CIMENTACION HACIA ABAJO: 1@0.05, R @0.10 PARAMETROS DE DISEÑO SISMORRESISTENTE S = 1.40 Z = 0.40 Rx = 7 SISTEMA APORTICADO Ry = 6 SISTEMA MUROS ESTRUCTURAL F'm=65kg/cm2 U = 1.50 C = 2.50 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 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 \A1;\W1;2 d 3/4" + 1 d 1" \A1;CORTE 1-1 \A1;\W1;2 d 3/4" + 1 d 1" 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 5 2 2 3 3 3 3 3 3 2 2 1 1 5 5 \A1;\W1;3 d 1" + 1 d 3/4" \A1;CORTE 1-1 \A1;\W1;5 d 1" 5 5 \A1;\W1;4 d 1" \A1;CORTE 2-2 \A1;\W1;5 d 1" 5 5 \A1;CORTE 3-3 \A1;\W1;5 d 1" \A1;\W1;4 d 1" + 1 d 3/4" 2 2 1 1 1 1 2 2 1 1 2 2 1 1 5 5 \A1;CORTE 1-1 \A1;\W1;2 d 3/8" \A1;\W1;2 d 3/8" 5 5 \A1;CORTE 2-2 \A1;\W1;3 d 3/8" \A1;\W1;2 d 3/8" 5 5 \A1;CORTE 1-1 \A1;\W1;3 d 3/8" \A1;\W1;2 d 3/8" 5 5 \A1;CORTE 2-2 \A1;\W1;2 d 3/8" \A1;\W1;4 d 3/8" 1 1 2 2 3 3 4 4 2 2 1 1 5 5 \A1;CORTE 3-3 \A1;\W1;2 d 3/8"+2 d 1/2" \A1;\W1;2 d 3/8" 5 5 \A1;CORTE 4-4 \A1;\W1;2 d 3/8" \A1;\W1;3 d 3/8" 5 5 \A1;\W1;2 d 3/4" \A1;CORTE 1-1 \A1;\W1;3 d 3/4" 1 1 2 2 3 3 1 1 1 1 2 2 3 3 2 2 3 3 2 2 1 1 5 5 \A1;\W1;2 d 1" + 1 d 3/4" \A1;CORTE 1-1 \A1;\W1;3 d 1"+1 d 3/4" 5 5 \A1;\W1;3 d 3/4"+1 d 5/8" \A1;CORTE 2-2 \A1;\W1;3 d 3/4" 5 5 \A1;\W1;2 d 3/4"+1 d 5/8" \A1;CORTE 3-3 \A1;\W1;3 d 3/4"+1d 5/8" 5 5 \A1;\W1;3 d 1" + 1 d 3/4" \A1;CORTE 2-2 \A1;\W1;4 d 1" 5 5 \A1;\W1;3 d 1" + 1 d 3/4" \A1;CORTE 3-3 \A1;\W1;5 d 1" 3/8" 3/4" 1" 5/8" No se permitirán de luz de la losa o la columna o apoyo. viga a cada lado de una Longitud de 1/4 superior (negativo) en empalmes del refuerzo 50 60 90 60 70 120 más del 50% de la armadura en una misma sección. Los empalmes L No se empalmarán tercio central. se ubicarán en el R 2.0cm. 1.5cm. d L 10cm 15cm 6mm min 6mm 3/8" 1/2" d LOSAS Y VIGAS L TRASLAPES Y EMPALMES 30 40 50 30 40 COLUM. (cm) LOSAS, (cm) VIGAS L EN COLUMNAS L L ESTRIBOS \A1;R \A1;ESTRIBOS d 3/8": EN LA ALTURA LIBRE DESDE CARA DE VIGA O SOBRECIMIENTO: 1@0.05, 8@0.10,R@0.25 ae EN NUDO: 1 @ 0.05 R@ 0.07 DESDE CARA DE SOBRECIMIENTO HACIA ABAJO: 1@0.05, R @0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 2d1/2" 2d3/8" 1d3/8" 2d3/8" 5 5 5 3 4 4 5 2d1/2" 2d3/8" 1d3/8" 2d3/8" 5 5 5 3 4 4 5 2d1/2" 2d3/8" 1d3/8" 2d3/8" 5 5 5 3 4 4 5 3 3 3 2d1/2" 2d3/8" 5 5 5 3 5 3 5 5 5 5 1d3/4" 1d3/4" + 1d5/8" 5 5 2 2 5 5 1d3/4" 1d3/4" + 1d5/8" 5 5 2 2 5 5 2d 3/4" 2d 3/4" 1d3/4" + 1d5/8" 1d5/8" 5 5 5 5 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2d3/4" 2d1 " 2d5/8" 2d5/8" 2d3/4" 2d5/8" 2d3/4" EJE H5 - H5 EJE H6 - H6, EJE H8-H8, H10-H10 2d1 " 4d1" 2d 1" 2d1" 2d1 " EJE H7 - H7, EJE H9, EJE H11-H11 2d1" 4d1 " 1d5/8"+1d3/4" 2d1 " 2d 1" 2d1" 1d5/8"+1d3/4" 1d5/8"+1d3/4" Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 C/EXT. Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 C/EXT. Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 C/EXT. Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 . Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 C/EXT. Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 C/EXT. 5 5 5 5 5 5 1 1 1 1 2 2 5 5 5 5 3 3 1 1 2 2 3 3 5 5 5 5 5 5 5 5 \A1;\W1;2 d 5/8" \A1;CORTE 1-1 \A1;\W1; 2 d 5/8" 5 5 \A1;\W1; 2 d 5/8" \A1;CORTE 2-2 \A1;\W1; 3 d 5/8" 5 5 \A1;\W1; 4 d 5/8" \A1;CORTE 3-3 5 5 \A1;\W1; 2 d 3/4" \A1;CORTE 4-4 5 5 \A1;\W1; 2 d 5/8" \A1;CORTE 1-1 \A1;\W1;2 d 3/4" 5 5 \A1;\W1;2 d 5/8" \A1;CORTE 2-2 \A1;\W1;2 d 3/4"+2 d 1" 5 5 \A1;CORTE 3-3 5 5 \A1;\W1;2 d 3/4" \A1;CORTE 1-1 \A1;\W1;2 d 3/4" 5 5 \A1;\W1; 2 d 1" \A1;CORTE 1-1 \A1;\W1;4 d 1" 5 5 \A1;\W1; 2 d 1" \A1;CORTE 2-2 \A1;\W1; 6 d 1" 5 5 \A1;CORTE 3-3 \A1;\W1;2 d 1" \A1;\W1; 2 d 5/8" \A1;\W1; 2 d 5/8"+2 d 3/4" \A1;\W1; 2 d 5/8" \A1;\W1;2 d 1" 5 5 \A1;\W1;2 d 3/4" \A1;CORTE 1-1 \A1;\W1; 2 d 3/4" 5 5 \A1;\W1; 2 d 3/4" \A1;CORTE 2-2 \A1;\W1; 2d 3/4" +2d 5/8" \A1;\W1; 2 d 3/4" 5 5 5 5 5 ACERO DE REFUERZO: ASTM A615 ESPECIFICACIONES CONCRETO: F'c 210 Kg/cm2 \A1;RECUBRIMIENTOS: LOSAS: 2.5 CM VIGAS, COLUMNAS: 4 CM \A1;GANCHOS STANDARD: d 3/8" 0.15 d 1/2" 0.20 d 5/8" 0.25 d 3/4" 0.30 d 1" 0.40 \A1;EMPALMES TRASLAPADOS: TIPO B: 45d d 1/4" 0.30 d 3/8" 0.45 d 1/2" 0.60 d 5/8" 0.70 d 3/4" 0.85 d 1" 1.15 Para barras horizontales que tengan por debajo mas de 0.30m de concreto fresco: multiplicar por 1.4 1 1 1 1 2 2 3 3 5 5 \A1;\W1; 2 d 5/8" \A1;CORTE 1-1 \A1;\W1;2 d 3/4" 5 5 \A1;\W1;2 d 5/8" \A1;CORTE 2-2 \A1;\W1;2 d 3/4"+2 d 1" 5 5 \A1;CORTE 3-3 \A1;\W1; 2 d 5/8" \A1;\W1; 2 d 3/4" 5 2d 5/8" RTO. @0.35 5 5 5 5 5 \A1;CORTE 1-1 \A1;CORTE 1-1 2d5/8" 2d5/8 1 1 2 2 1d5/8" 5 5 5 5 5 5 5 5 5 4 4 2d 5/8" 2d5/8" 2d3/4" Ø3/8" 1@0.05 RTO. @0.35 . Ø3/8" 1@0.05 RTO. @0.35 . 5 Ø3/8" 1@0.05 + 12@0.10 3 3 5 5 5 \A1;\W1;2 d 5/8" \A1;CORTE 5-5 \A1;\W1; 2 d 5/8"+2 d 3/4" 5 5 5 5 5 5 5 5 1.00 5 0.44 2d 3/4" 2d3/4" 1d 3/4" 2d3/4" 1d5/8" 2d5/8" 4 4 3 3 2 2 5 5 5 5 1 1 5 5 \A1;\W1; 3 d 3/4" \A1;CORTE 2-2 \A1;\W1; 2 d 3/4" 5 5 \A1;CORTE 3-3 \A1;\W1;4 d 3/4" \A1;\W1;2 d 3/4" 5 5 \A1;\W1;2 d 5/8" \A1;CORTE 4-4 \A1;\W1;2 d 3/4" + 1 d 5/8" Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 Ø3/8" 1@0.05 + 10@0.10 RTO. @0.25 5 5 5 5 5 5 5 1.00 5 0.44 2d 3/4" 2d3/4" 2d3/4" 1d5/8" 2d5/8" 5 5 4 4 2 2 5 5 5 1 1 Ø3/8" 1@0.05 + 8@0.15 RTO. @0.20 Ø3/8" 1@0.05 + 10@0.10 RTO. @0.25 5 5 5 2d5/8" 5 5 1d3/4" 5 5 3 3 5 5 \A1;\W1; 3 d 3/4" \A1;CORTE 3-3 5 5 \A1;\W1; 2 d 3/4" \A1;CORTE 4-4 \A1;\W1; 2 d 3/4" \A1;\W1; 4 d 3/4" 5 5 \A1;\W1;2 d 5/8" \A1;CORTE 5-5 \A1;\W1; 2 d 3/4"+1 d 5/8" 5 5 5

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, classrooms, College, Design, DWG, file, library, pavilion, school, structural, structure, structures, university

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