Structural Plane – Carrizal Islay DWG Block for AutoCAD

Structural Plane – Carrizal Islay DWG Block for AutoCAD

Structural level educational institution; This plane is developed in AutoCAD 2013 and consists of two levels; also it has a metal structure free areas covered with mesh rashell

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

iron according to the light, lightened, temperat., joist, design:, region:, date:, province, sheet:, district:, scale:, draft:, sheet:, ing., perimeter fence detail plant, cocachacra, islay, emerson arteaga lopez, arequipa, cip:, retaining walls, design:, region:, date:, province, sheet:, district:, scale:, draft:, sheet:, ing., plant detail rashell mesh, cocachacra, islay, emerson arteaga lopez, arequipa, cip:, level light slab, scale, axle beam, scale, beam shafts, scale, axle beam, scale, level light slab, scale, shoe plant, scale, brick wall, rope rigging, column of, confinement, indoor path, rope rig, brick wall, perimeter fence detail, scale, p.m., concrete cement, overcoming, p.m., concrete cement, foundation, natural terrain, retaining wall, scale, bracing beam, projection of wall of cont., perimeter fence plant, scale, block, new: wall of cont. fence detail, upper rope, profile box, lower string, diagonals, npt:, square tube, square tube, cut, cut, scale, elevation metal structure rashell mesh, scale, trusses, toronto cable, roof plant with rashell mesh, scale, rashell mesh, rashell mesh columns plant, scale, shoes, shoe box, dimensions, reinforcing steel, parameter values ​​of the seismic analysis, structural system: reinforced concrete porticos, foundation conditions, depth of foundation, foundation soil, admissible capacity, note: verify soil resistance at site, general specifications, concrete, reinforced concrete, foundations, concrete cycle, c: h pg max, overcoming, concrete cycle, cement, use portland type cement, steel, in general, coatings, shoes: cm, Vgas mooring columns: cm, columns beams: cm, masonry undad, concrete blocks, mortar, emento sand, c: h pm max, of mixtures: the standard factor must necessarily be incorporated. of concrete:, note:, verify the dimensions in the architectural plans., fc, anchoring length ld, ext. db, values ​​of, lower reinforcement, upper reinforcement, anyone, not splicing more than that of the total area in the same section in case of not splicing in the zones indicated with the specified percentages increase the length of emplame in a consult to the designer for light beams the inferior steel will be spliced ​​on the supports being the length of emplame equal cm for iron of cm for iron of, splicing joints in beams slabs, design:, region:, date:, province, sheet:, district:, scale:, draft:, sheet:, ing., plant beams, cocachacra, islay, emerson arteaga lopez, arequipa, cip:, classroom

Raw text data extracted from CAD file:

0.10 0.30 0.10 FIERRO d SEGUN LA LUZ 0.10 0.30 \LDETALLE DE ALIGERADO h = 0.20 m. d TEMPERAT. d 1/4" @ 0.25\~ 0.25 0.25 VIGUETA 0.05 0.20 0.15 \A1;0.80 \A1;5.10 \A1;0.80 \A1;6.25 \A1;6.25 \A1;5.10 \A1;0.95 \A1;0.60 \A1;6.25 \A1;5.30 \A1;0.60 \A1;1.30 \A1;1.65 \A1;6.25 \A1;5.10 \A1;6.25 \A1;5.10 \A1;0.80 \A1;0.95 \A1;0.80 \A1;6.25 \A1;4.90 \A1;0.80 \A1;0.80 \A1;1.65 \A1;6.25 \A1;5.10 \A1;6.25 \A1;5.10 \A1;0.80 \A1;0.95 \A1;0.80 \A1;0.25 \A1;0.40 \A1;0.80 \A1;5.10 \A1;6.25 \A1;0.95 \A1;0.80 \A1;6.25 \A1;4.90 \A1;0.80 \A1;1.30 \A1;1.65 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.50 \A1;3.50 \A1;1.30 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.50 \A1;3.50 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.80 \A1;6.25 \A1;5.10 \A1;0.80 \A1;5.10 \A1;0.80 \A1;6.25 \A1;6.25 \A1;5.10 \A1;0.95 \A1;0.60 \A1;6.25 \A1;5.30 \A1;0.60 \A1;2.40 \A1;2.60 \A1;2.40 \A1;2.60 \A1;2.40 \A1;3.20 \A1;2.40 \A1;2.60 \A1;2.40 \A1;3.20 \A1;2.40 \A1;2.60 \A1;1,00 \A1;0,25 \A1;0,37 \A1;0,25 \A1;0,37 \A1;0,55 \A1;0,25 \A1;0,80 \A1;0,80 \A1;0,25 \A1;0.20 \A1;0.20 \A1;2.20 \A1;0.50 \A1;0.50 \A1;3.20 \A1;0.20 \A1;1.55 \A1;1.05 \A1;0.30 \A1;2.20 \A1;0.50 \A1;0.50 \A1;3.20 \A1;1.60 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.20 \A1;3.00 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.60 \A1;1.05 \A1;0.60 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.20 \A1;2.80 \A1;3.00 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;3.80 \A1;0.20 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;4.00 \A1;0.20 \A1;2.78 \A1;3.00 \A1;0.25 \A1;0.20 \A1;2.80 \A1;3.00 \A1;1.52 \A1;1.28 \A1;0.20 \A1;2.78 \A1;3.00 \A1;0.25 \A1;0.20 \A1;2.32 \A1;2.52 \A1;1.02 \A1;1.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;2.80 \A1;0.20 \A1;0.20 \A1;1.80 \A1;2.00 \A1;2.93 \A1;27.60 \A1;2.93 \A1;3.55 \A1;3.55 \A1;4.55 \A1;9.60 \A1;9.60 \A1;6.65 \A1;6.65 \A1;3.95 \A1;6.65 \A1;6.65 \A1;3.95 \A1;3.55 \A1;3.55 \A1;4.55 \A1;9.60 \A1;9.60 \A1;0.80 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.80 \A1;0.80 \A1;0.40 \A1;1.20 \A1;0.80 \A1;0.40 \A1;1.20 \A1;0.80 \A1;0.40 \A1;1.20 \A1;0.80 \A1;0.40 \A1;1.20 \A1;0.10 \A1;6.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;3.55 \A1;3.55 \A1;4.55 \A1;9.60 \A1;9.60 \A1;6.65 \A1;6.65 \A1;3.55 \A1;3.55 \A1;4.55 \A1;3.95 \A1;ld L/3 L/4 L/4 \A1;12db L/3 L/3 L/4 L/4 Diseño: REGION: FECHA: Provincia Lamina: DISTRITO: 1/50 Escala: Proyecto: N° Lamina: ING. PLANTA Y DETALLE CERCO PERIMETRICO COCACHACRA ISLAY EMERSON ARTEAGA LOPEZ AREQUIPA CIP: 133906 E-2 MUROS DE CONTENCION Diseño: REGION: FECHA: Provincia Lamina: DISTRITO: 1/50 Escala: Proyecto: N° Lamina: ING. PLANTA Y DETALLE MALLA RASHELL COCACHACRA ISLAY EMERSON ARTEAGA LOPEZ AREQUIPA CIP: 133906 E-3 5 5 5 5 5 5 5 E F G LOSA ALIGERADA 1ER NIVEL ESCALA : 1/50 5 5 5 5 2 3 5 5 V-103 (0.25x0.40) V-103 (0.25x0.40) V-102 (0.25x0.40) V-102 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) d1/2" d1/2" d1/2" d1/2" Vch-01 (0.20x0.20) Vch-01 (0.20x0.20) 5 5 5 5 E F G 5 5 5 VIGA 102(0.25x0.40) EJE 3 ESCALA : 1/50 5 5 3 2 5 5 5 VIGA 101(0.25x0.40) EJES E, F y G ESCALA : 1/50 C-1 C-1 C-1 C-1 C-2 C-2 5 5 5 5 E F G 5 5 5 VIGA 102(0.25x0.40) EJE 2 ESCALA : 1/50 VC-101 5 5 2d5/8" ESC:1/25 2d5/8" 5 5 5 5 E F LOSA ALIGERADA 2DO NIVEL ESCALA : 1/50 5 5 5 5 2 3 5 5 V-103 (0.25x0.40) V-102 (0.25x0.40) V-101 (0.25x0.40) V-101 (0.25x0.40) d1/2" d3/8" Vch-01 (0.20x0.20) C-1 C-1 C-2 C-2 V-101 V-101 V-101 V-103 d3/8":1@0.05, 10@0.10, Rsto@0.20 2d5/8" 5 5 5 5 5 5 2d3/4" 2d5/8" 2d3/4" 2d3/4" 2d3/4" 2d5/8" 2d3/4" 2d3/4" 2d5/8" d3/8":1@0.05, 10@0.10, Rsto@0.20 1 1 2 2 1 1 1 1 2 2 1 1 1 1 5 2d5/8"+2d3/4" 01-01 ESC:1/25 5 5 2d5/8" 2d5/8"+2d3/4" 02-02 5 5 2d5/8" ESC:1/25 d3/8":1@0.05, 10@0.10, Rsto@0.20 2d5/8" 5 5 5 5 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" d3/8":1@0.05, 10@0.10, Rsto@0.20 1 1 2 2 1 1 1 1 2 2 1 1 4d5/8" 01-01 ESC:1/25 5 5 2d5/8" 4d5/8" 02-02 5 5 2d5/8" ESC:1/25 d3/8":1@0.05, 10@0.10, Rsto@0.20 2d5/8" 2d5/8" 1 1 d3/8":1@0.05, 10@0.10, Rsto@0.20 2d5/8" 2d5/8" 01-01 5 5 ESC:1/25 5 5 5 G 2d5/8" 2d5/8" 5 5 5 5 5 5 5 E F G 5 5 5 5 2 3 C-1 C-1 C-1 C-1 C-2 C-2 PLANTA DE ZAPATAS ESCALA : 1/50 VC-101 (0.25x0.40) VC-101 (0.25x0.40) VC-101 (0.25x0.40) VC-101 (0.25x0.40) VC-101 (0.25x0.40) VC-101 (0.25x0.40) VC-101 (0.25x0.40) Z-1 Z-2 Z-2 5 5 5 5 5 5 5 5 5 5 5 5 d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m d5/8"@0.20m T=0.50m Hf=1.50m T=0.50m Hf=1.50m T=0.50m Hf=1.50m Z-1 T=0.50m Hf=1.50m Z-1 T=0.50m Hf=1.50m Z-1 T=0.50m Hf=1.50m 5 5 5 5 5 5 C-2 ESC:1/25 2 d3/8":1@0.05, 10@0.10, Rsto@0.20 5 5 5 6d3/4" 10d5/8" C-1 ESC:1/25 2 d3/8":1@0.05, 8@0.10, Rsto@0.20 5 4d3/4" 12d5/8" Vch-01 (0.20x0.20m) 5 5 2d1/2" ESC:1/25 2d1/2" d3/8":1@0.05, 6@0.10, Rsto@0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE LADRILLO Aparejo Soga 5 5 5 COLUMNA DE CONFINAMIENTO 5 f'c=210kg/cm2 Vereda de Interior 13 Ø 1/2"@0.20m 7 Ø 1/2"@0.40m Ø 5/8"@0.20m Ø 5/8"@0.20m Ø 5/8"@0.40m 5 5 4d1/2" 5 5 5 d1/4":1@0.05, Rsto@0.20 Aparejo de Soga MURO DE LADRILLO DETALLE CERCO PERIMETRICO ESCALA : 1/25 1:8+25% P.M. T.MAX=3"(TIP.) CEMENTO HORMIGON SOBRECIMIENTO 5 5 5 5 5 5 5 5 1:10+30% P.M. T.MAX=6"(TIP.) CEMENTO HORMIGON CIMIENTO CORRIDO 5 5 N: -0.10 Terreno Natural Muro de Contencion H=3.20m ESCALA : 1/25 VIGA DE ARRIOSTRE d1/4":1@0.05, Rsto@0.20m 4d3/8" 5 5 N: -0.10 N: -0.10 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 PROYECCION DE MURO DE CONT. PROYECCION DE MURO DE CONT. PROYECCION DE MURO DE CONT. PROYECCION DE MURO DE CONT. PROYECCION DE MURO DE CONT. 5 5 5 PLANTA - CERCO PERIMETRICO ESCALA : 1/50 BLOQUE "B" BLOQUE "A" NUEVO: MURO DE CONT. Y DETALLE DE CERCO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;1a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a \Q16.00000;\T0.90000;2a 2 1/2"x 2 1/2"x 2.5mm CUERDA SUPERIOR CUADRO DE PERFILES T-01 \Q16.00000;\T0.90000;1a 2 1/2"x 2 1/2"x 2.5mm CUERDA INFERIOR \Q16.00000;\T0.90000;1a 1 1/2"x 1 1/2"x 2.0mm DIAGONALES \Q16.00000;\T0.90000;2a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT: -0.10 NPT: -0.10 NPT: -0.10 NPT: -0.10 5 5 TUBO CUADRADO 4"x2.5mm 5 5 5 5 5 TUBO CUADRADO 4"x2.5mm TUBO CUADRADO 4"x2.5mm TUBO CUADRADO 4"x2.5mm TUBO CUADRADO 4"x2.5mm TUBO CUADRADO 4"x2.5mm Ø 1/2"@0.20m Ø 1/2"@0.20m Ø 1/2"@0.20m Ø 1/2"@0.20m Ø 1/2"@0.20m 5 5 2d1/2" 2d1/2" d3/8":1@0.05, Rsto@0.10 a a CORTE A-A 5 5 5 5 5 5 Corte a-a ESCALA : 1/25 a a a a a a a a a a Ø 1/2"@0.20m 5 5 5 5 ELEVACION ESTRUCTURA METALICA MALLA RASHELL ESCALA : 1/50 CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CERCHAS CABLE TORRON DE 5/8" (Tensado) CABLE TORRON DE 5/8" (Tensado) CABLE TORRON DE 5/8" (Tensado) PLANTA TECHO CON MALLA RASHELL ESCALA : 1/50 5 5 5 5 5 5 5 MALLA RASHELL MALLA RASHELL MALLA RASHELL MALLA RASHELL MALLA RASHELL PLANTA DE COLUMNAS - MALLA RASHELL ESCALA : 1/50 r t 0.075 Ø 5/8" @ 0.20 L B Z-1 2.40 2.60 ZAPATAS 0.50 CUADRO DE ZAPATAS DIMENSIONES (mts) ACERO DE REFUERZO 0.075 Z-2 2.40 3.20 As(l) As(t) Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 0.50 PARAMETROS Y VALORES DEL ANALISIS SISMICO SISTEMA ESTRUCTURAL: PORTICOS DE CONCRETO ARMADO Z = 0.4 U = 1.5 S = 1.2 TP = 0.6 R = 8 C=2.5 (TP/T) < 2.5 CONDICIONES DE CIMENTACIÒN PROFUNDIAD DE CIMENTACIÓN (Df) SUELO FUNDACIÓN CAPACIDAD ADMISIBLE : 1.891 Kg/cm2 : -1.50 m Nota: Verificar la resistencia del suelo en obra ESPECIFICACIONES GENERALES CONCRETO CONCRETO ARMADO : f'c=210 Kg/cm2 CIMIENTOS CORRIDOS : CONCRETO CICLOPEO C:H 1:10 +30% PG 6" MAX SOBRECIMIENTO : CONCRETO CICLOPEO CEMENTO USAR CEMENTO PORTLAND TIPO I (EN GENERAL) ACERO EN GENERAL f'Y= 4200 Kg/cm2 RECUBRIMIENTOS ZAPATAS: 7.0 cm COLUMNETAS Y VGAS DE AMARRE: 2.0 cm COLUMNAS Y VIGAS: 4.0 cm UNDAD DE ALBAÑILERIA BLOQUES DE CONCRETO MORTERO = C EMENTO ARENA C:H 1:8 +25% PM 3" MAX DISE\U+00D1O DE MEZCLAS: debe incorporarse el factor de desviaci\U+00F3n estandard necesariamente. (calidad de concreto: f'cr) Nota: Verificar las dimensiones en los planos de arquitectura. : S2 ld F'c d 1/2" 5/8" 3/4" 1" 175 210 280 30 38 46 61 28 35 42 56 24 30 36 49 LONGITUD DE ANCLAJE Ld (Cm.) d 1/2" 5/8" 3/4" 1" 15 20 25 31 EXT. 12 db 12db (Kg/cm2) VALORES DE m Ø REFUERZO INFERIOR REFUERZO SUPERIOR H CUALQUIERA H <= 30 H > 30 3/8" 0.40 0.40 0.45 1/2" 0.40 0.40 0.50 5/8" 0.50 0.45 0.60 3/4" 0.60 0.55 075 1" 1.15 1.00 1.30 a.- No empalmar mas del 50% del área total en una misma sección b.- En caso de no empalmarse en las zonas indicadas o con los porcentajes especificados aumentarmla longitud de emplame en un 70% ó consultar al proyectista c.- Para ligerados y vigas chatas, el acero inferior se empalmará sobre los apoyos siendo la longitud de emplame igual a 25 cm para fierro de 3/8" y 35 cm para fierro de 1/2" ó 5/8" m L/3 L/3 L/3 m L/4 L/4 L/4 L/4 TRASLAPES Y EMPALMES EN VIGAS Y LOSAS Diseño: REGION: FECHA: Provincia Lamina: DISTRITO: 1/50 Escala: Proyecto: N° Lamina: ING. PLANTA CIMENTACIONES, LOSAS, VIGAS COCACHACRA ISLAY EMERSON ARTEAGA LOPEZ AREQUIPA CIP: 133906 E-1 Y COLUMNAS - BLOQUE AULAS

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, block, consists, construction details section, cut construction details, developed, DWG, educational, institution, Level, levels, metal, plane, structural