Structural Project House 2 Levels DWG Full Project for AutoCAD

Structural Project House 2 Levels DWG Full Project for AutoCAD

architectural and structural planes of house with 2 levels de una casa de with an area around of 300m2 Structural details of beams and columns.

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

mts., anchorage, of splicing, anchorage, Min., Min., variable, variable, variable, Range, twin bed, granular material, sand, Canes, each line, horizontal steel, Of blocks, wall shoe, does not scale, horizontal steel, horizontal steel, horizontal steel, mts., horizontal steel, horizontal steel, horizontal steel, horizontal steel, wall details, does not scale, plant, sand, granular material, section, cxd, do not., kind, column shoe, column shoes, does not scale, its T., column, does not scale, column, does not scale, anchorage length, length of splicing, anchorage length, table long anchor using hook type, table long splicing:, dipstick, address, of force, stop, regular, force, to the end of the rods:, generates resistance, maximum of the rod, generates resistance, maximum of the rod, direction of, where are you, stop, regular, force, regular, stop, direction of, where are you, of force, address, dipstick, Rods, Rods, dipstick, degrees, typical hook of, the structural engineer of this project authorizes it in writing., indicated in the structural plans of the project less than, place mooring beam on all walls under floor level, use wide perimeter sidewalk around building, no joints shall be allowed in beam slabs other than this, the rods indicated on the plane to be terminated with a, steel creep stress, beam stiles, mortar joints block walls: mixing, breaking force of the mortar in compression f’c, masonry breaking force f’m, beams slabs, concrete breaking stress the days:, beam mooring lintel, beams slabs, foundations ……………….. cms in the, coatings of the rods in the concrete:, design efforts in materials:, referring to the structure of this project., structural notes, the following notes will apply all flat details, the minimum splicing anchor lengths for the rod should be, Standard hook hooks shall be folded as follows:, beams lintels ………..: cms., slabs ……………………….: cms., columns ………………….: cms, degrees, radio, Min., Stirrups, dipstick, degrees, long anchor table, to adjust the following tables:, less, fc, structural grade steel, degrees, Min., dipstick, degrees, radio, others, Foundation plant, scale, granular material, sand, each line, horizontal steel, Of blocks, wall shoe, does not scale, Canes, beam, beam, beam, beam, variable, variable, Addition, variable, lintel, continuous lintel dc, does not scale, beam, does not scale, beam, does not scale, beam, does not scale, beam, does not scale, beam, does not scale, Addition, beam, does not scale, beam, does not scale, Addition, beam, does not scale, beam, does not scale, column, does not scale, its T., beam, does not scale, beam, does not scale, structural level plant, scale, structural roofing plant, scale, lime reinforcement tesa, mooring beam, does not scale, architectural level plant, Closet, pantry, architectural level plant, hall, terrace, receiver, bath, dinning room, terrace, kitchen, bed service, washed, dressing room, bath, bedroom, bed principal, balcony, be intimate, balcony, Closet, Bbq, family room, study room, Closet, clothes, White, goes up, White, Shoemaker

Raw text data extracted from CAD file:

\A1;1.00 \A1;0.25 \A1;0.45 \A1;0.03 \A1;0.15 \A1; 0.60 Mts. \A1;C \A1;D \A1;Hf \A1;.03 \A1;H \A1;CxD \A1;B \A1;A \A1;0.20 \A1;0.20 \A1;D=0.25 \A1;LARGO DE ANCLAJE \A1;LARGO DE EMPALME \A1;LARGO DE ANCLAJE \A1;D \A1;D \A1;6D \A1;3" Min. \A1;D \A1;12D \A1;D \A1;4D o 2 1/2" Min. \A1;1.68 \A1;.70 \A1;1.18 \A1;1.85 \A1;2.16 \A1;2.92 \A1;.48 \A1;4.20 \A1;.60 \A1;1.38 \A1;4.20 \A1;.60 \A1;1.38 \A1;2.16 \A1;2.92 \A1;.48 \A1;1.68 \A1;.70 \A1;1.18 \A1;1.85 \A1;2.89 \A1;.66 \A1;1.15 \A1;1.24 \A1;1.13 \A1;2.33 \A1;.31 \A1;2.89 \A1;.66 \A1;1.15 \A1;1.24 \A1;1.13 \A1;2.33 \A1;.31 \A1;.60 \A1;1.85 \A1;.45 \A1;1.81 \A1;.60 \A1;.60 \A1;4.40 \A1;.60 \A1;1.85 \A1;.45 \A1;2.95 \A1;.60 \A1;.85 \A1;.60 \A1;.65 \A1;.60 \A1;2.86 \A1;.60 \A1;.60 \A1;1.40 \A1;.60 \A1;3.88 \A1;1.00 \A1;4.28 \A1;.60 \A1;3.15 \A1;.60 \A1;1.60 \A1;.40 \A1;.60 \A1;4.20 \A1;.60 \A1;2.80 \A1;.60 \A1;1.56 \A1;.60 \A1;1.25 \A1;.60 \A1;.65 \A1;.45 \A1;1.85 \A1;.60 \A1;3.40 \A1;.60 \A1;.65 \A1;.45 \A1;1.85 \A1;.60 \A1;2.30 \A1;.60 \A1;1.20 \A1;.60 \A1;5.10 \A1;2.60 \A1;4.20 \A1;R1.60 \A1;R2.20 \A1;2.70 \A1;.45 \A1;.60 \A1;1.85 \A1;1.30 \A1;2.95 \A1;3.73 \A1;4.10 \A1;.60 \A1;5.10 \A1;1.00 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.03 \A1;1.68 \A1;1.68 \A1;.70 \A1;1.18 \A1;1.85 \A1;2.89 \A1;2.33 \A1;2.89 \A1;.70 \A1;1.18 \A1;1.85 \A1;2.16 \A1;2.92 \A1;.48 \A1;4.20 \A1;.60 \A1;1.38 \A1;2.16 \A1;2.92 \A1;.48 \A1;4.20 \A1;.60 \A1;1.38 \A1;.66 \A1;1.15 \A1;1.24 \A1;1.13 \A1;.31 \A1;.66 \A1;1.15 \A1;1.24 \A1;1.13 \A1;2.33 \A1;.31 d3/8" @ 0.25 d3/8"@ 0.25 d3/8" @ 0.20 \A1;L = VARIABLE \A1;0.20 \A1;L = VARIABLE \A1;0.20 \A1;0.20 \A1;0.20 \A1;L = VARIABLE \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;4.75 \A1;.12 \A1;.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.52 \A1;.12 \A1;.40 \A1;0.20 \A1;.12 \A1;.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.90 \A1;.12 \A1;.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;4.42 \A1;.12 \A1;.40 \A1;0.20 \A1;3.00 \A1;.90 \A1;0.20 \A1;0.20 \A1;3.00 \A1;0.20 \A1;0.90 \A1;.12 \A1;.35 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.40 \A1;.12 \A1;.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;5.40 \A1;.12 \A1;.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.77 \A1;.12 \A1;.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.47 \A1;.14 \A1;.20 \A1;0.20 \A1;0.40 \A1;0.80 \A1;1.90 \A1;1.20 \A1;.60 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.80 \A1;.12 \A1;.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.60 \A1;.14 \A1;.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.12 \A1;.12 \A1;.30 A L F A R O O E M RANGE 26 34 TWIN BED 1.00 0.25 0.45 MATERIAL GRANULAR d3/8" a d.25 O ARENA 3d3/8" 0.03 2d3/8"a 0.60 BASTONES d3/8" a 0.60 Cada 3 Lineas 0.15 Acero Horizontal de Bloques Zapata de Muros de 0.15 No Escala Acero Horizontal 2d3/8" @ 0.60 2d3/8" @ 0.60 Acero Horizontal 2d3/8" @ 0.60 Acero Horizontal 1d3/8" 0.60 Mts. 1d3/8" 3d3/8" 2d3/8" @ 0.60 Acero Horizontal 4d3/8" 5d3/8" Acero Horizontal 2d3/8" @ 0.60 Acero Horizontal 2d3/8" @ 0.60 Acero Horizontal 2d3/8" @ 0.60 Detalles de Muros No Escala PLANTA (TIPO 1) Ax1 Ay1 Ay2 Ax2 A d3/8" a 0.20 O ARENA MATERIAL GRANULAR SECCION A Ay1 Ax1 Ay2 Ax2 C D Hf .03 H CxD B A Hf Ax2 Ax1 Ay1 Ay2 H D C B A No. TIPO TABLA DE ZAPATA COLUMNA Z2 1 0.40 0.40 0.30 --- --- 1.00 1.20 1.20 7d1/2" 7d1/2" --- --- 5d1/2" 1.00 0.30 1.00 0.20 0.20 1 Z1 5d1/2" 1.00 Zapatas de Columnas No Escala 4d1/2" d3/8 @ 0.20 EST. 0.20 0.20 Columna C1 No Escala Columna C3 No Escala D=0.25 6d1/2" Est.d3/8" @ 0.15 0.40 0.55 0.25 d5/8" LARGO DE ANCLAJE d5/8" 0.90 0.65 LARGO DE EMPALME d5/8" LARGO DE ANCLAJE 0.20 a) TABLA No.2 LARGOS DE ANCLAJE USANDO GANCHO TIPO "STANDARD" a) TABLA No.3 LARGOS DE EMPALME: 0.75 0.55 d1/2" VARILLA 2 0.60 0.55 d3/8" DIRECCION DE FUERZA DE TOPE REGULAR d1/2" 0.30 0.45 d1/2" 0.20 d3/8" 0.15 0.30 d3/8" 0.35 0.15 0.15 FUERZA AL EXTREMO DE LAS VARILLAS: GENERA LA RESISTENCIA MAXIMA DE LA VARILLA GENERA LA RESISTENCIA MAXIMA DE LA VARILLA DIRECCION DE PUNTO DONDE SE DE TOPE REGULAR FUERZA REGULAR DE TOPE DIRECCION DE PUNTO DONDE SE DE FUERZA DIRECCION 2.10 1.50 d1" 1.60 1.15 d7/8" VARILLA 1 d3/4" 1.10 0.85 VARILLAS VARILLAS 1.15 1.25 d1" 0.65 d7/8" 0.95 d1" d7/8" 0.35 d3/4" 0.50 0.65 d3/4" 0.30 VARILLAS VARILLA 0.25 0.30 0.40 0.30 90 o 180 GRADOS GANCHO TIPICO DE el Ingeniero Estructural de este Proyecto lo Autorice por Escrito. indicado en los Planos Estructurales del Proyecto a menos que 5.- Colocar viga de amarre en todos los muros bajo nivel de piso 6.- Usar acera perimetral de 1.00mt. de ancho minimo, al rededor de edificacion 4.- No se permitira ninguna Junta o Huecos en Losa o Viga que no este 7.- Las Varillas indicadas en el plano que deben ser terminada con un b) Esfuerzo de Fluencia del Acero (Varillas): ZAPATA, VIGA AMARRE, DINTELES Y ESTRIBOS 2800 Kg/cm2 d) Mortero en Juntas Muros de Bloques: Mezcla 1:3 f) Esfuerzo de Rotura del Mortero en Compresion F'c = 140 Kg/cm2 e) Esfuerzo de Rotura de Mampoteria F'm = 60 Kg/cm2 COLUMNAS, VIGAS Y LOSAS 2800 Kg/cm2 a) Esfuerzo de Rotura del Hormigon a los 28 Dias: ZAPATA, VIGA AMARRE Y DINTELES 180 Kg/cm2 MUROS, COLUMNAS, VIGAS Y LOSAS 210 Kg/cm2 a) Cimientos .................... : 7 cms (Abajo y en los Lados) 3.- RECUBRIMIENTOS DE LA VARILLAS EN EL CONCRETO: 2.- ESFUERZOS DE DISENO EN LOS MATERIALES: referentes a la Estructura de este Proyecto. NOTAS ESTRUCTURALES 1.- Las siguientes NOTAS se aplicaran a todos los detalles y planos D 12.- Los largos de Anclaje y de Empalme minimos para la Varilla deberan Gancho STANDARD HOOK deberan doblarse segun se indica: c) Vigas y Dinteles ...........: 4 cms. d) Losas ............................: 3 cms. b) Columnas ......................: 4 cms D 6D R 135 GRADOS RADIO "R" 1 1/2" (4 cm) 3" Min. D R ESTRIBOS VARILLA 90 GRADOS a) TABLA No.1 LARGOS DE ANCLAJE de ajustarse a las siguientes Tablas: Menor d3/8" f'c fy c) Acero Estructural : Grado 50 12D 6D D R R 180 GRADOS 4D o 2 1/2" Min. #3 - #8 VARILLA 90 GRADOS RADIO "R" OTROS A B C D E F G H PLANTA DE CIMIENTOS ESCALA 1:100 C3 Z1 H=.30Mt H=.30Mt C3 Z1 H=.30Mt C3 Z1 H=.30Mt C3 Z1 H=.30Mt 1 2 3 4 5 6 7 8 9 11 10 5 5 5 5 5 5 5 5 5 5 6 7 8 9 11 10 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H 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 C1 Z1 H=.30Mt C1 Z1 H=.30Mt 1.00 0.25 0.60 MATERIAL GRANULAR d3/8" a d.20 O ARENA 3d3/8" 0.03 2d3/8"a 0.60 Cada 3 Lineas 0.20 Acero Horizontal de Bloques Zapata de Muros de 0.20 No Escala BASTONES d3/8" a 0.60 A B C D E F G H 1 2 3 4 5 6 7 8 9 11 10 5 5 5 5 5 5 5 5 5 5 6 7 8 9 11 10 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H 5 5 5 5 5 5 5 d1/2" @ 0.15 VIGA V7 d3/8"@ 0.15 d3/8" @ 0.30 d3/8" @ 0.20 d3/8"@ 0.20 D D D D D D D D D D D Dc D D D D Dc VIGA V5 VIGA V3 VIGA V1 VIGA V2 VIGA V4 VIGA V8 d3/8" @ 0.20 d3/8"@ 0.25 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.25 d3/8"@ 0.25 d3/8"@ 0.25 d3/8"@ 0.25 VIGA V6 VIGA V9 d3/8" @ 0.25 d3/8"@ 0.25 d3/8" @ 0.25 d3/8"@ 0.25 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.25 d3/8"@ 0.25 d3/8" @ 0.25 d3/8"@ 0.25 VIGA V6 d3/8"@ 0.25 d3/8" @ 0.30 d3/8"@ 0.25 2d3/8" EST.d3/8" a 0.15 L = VARIABLE 0.20 L = VARIABLE 2d1/2" ADIC 0.20 4d3/8" 0.20 0.20 4d3/8" 2d3/8" L = VARIABLE 0.20 4d3/8" EST.d3/8" a 0.15 0.20 2d3/8" Dintel D Dintel Continuo DC No Escala No Escala 0.20 0.20 0.20 2d3/8" 0.40 EST.d3/8" @ 0.20 3d3/4" 4.75 Viga V1 No Escala .12 .40 0.20 0.20 2d3/8" 0.20 EST.d3/8" @ 0.20 4d1/2" 3.52 Viga V2 No Escala .12 .40 0.20 .12 .40 0.20 0.20 2d3/8" 0.20 EST.d3/8" @ 0.20 3d3/4" 2.90 Viga V3 No Escala .12 .40 0.20 0.20 2d3/8" 0.40 EST.d3/8" @ 0.20 3d3/4" 4.42 Viga V4 No Escala .12 .40 0.20 5 5 Viga V5 No Escala 0.20 2d3/8" 0.20 EST.d3/8" @ 0.15 4d1/2" 3.00 0.20 4d1/2" 0.90 2d3/8" 4d1/2" ADIC .12 .35 0.20 0.20 3d3/8" 0.20 EST.d3/8" @ 0.20 3d3/4" 3.40 Viga V6 No Escala .12 .20 0.20 0.40 3d1/2" 0.40 EST.d3/8" @ 0.15 3d3/4" 5.40 Viga V7 No Escala .12 .40 0.20 4d1/2" ADIC 0.20 3d3/8" 0.20 EST.d3/8" @ 0.15 3d1/2" 1.77 Viga V8 No Escala .12 .20 0.20 0.20 3d3/8" 0.20 EST.d3/8" @ 0.15 3d3/4" 2.47 Viga V9 No Escala .14 .20 0.20 d3/8"@ 0.25 d3/8"@ 0.25 d3/8" @ 0.25 d3/8"@ 0.25 D D D D D Dc D v10 D D v11 10d3/8" Columna C2 No Escala d3/8 @ 0.20 EST. 0.40 0.80 5 5 5 5 C2 Z2 C1 Z1 H=.30Mt C1 Z1 H=.30Mt C1 Z1 H=.30Mt d3/8" @ 0.20 d3/8"@ 0.20 d3/8" @ 0.20 d3/8"@ 0.20 d3/4" @ 0.30 d3/8" @ 0.20 d3/8"@ 0.20 d3/8" @ 0.25 d3/8"@ 0.25 d3/8" @ 0.30 d3/8"@ 0.25 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d3/8" @ 0.30 d1/2"@ 0.20 d3/8"@ 0.20 d1/2"@ 0.20 d1/2"@ 0.20 d3/8" @ 0.30 d1/2"@ 0.20 0.20 3d3/8" 0.20 EST.d3/8" @ 0.15 3d1/2" 1.80 Viga V10 No Escala .12 .20 0.20 0.20 3d3/8" 0.20 EST.d3/8" @ 0.15 3d3/4" 2.60 Viga V11 No Escala .14 .20 0.20 PLANTA ESTRUCTURAL 1ER NIVEL ESCALA 1:100 PLANTA ESTRUCTURAL DE TECHO ESCALA 1:100 Refuerzo de Lima Tesa (RLT) 0.40 0.40 EST.d3/8"a 0.15 10d3/8" 0.12 .12 .30 EST.d3/8" 0.20 2d3/8" 3d3/8" Viga de Amarre a 0.20 No Escala No Escala PLANTA ARQUITECTONICA 1ER NIVEL A CLOSET DESPENSA PLANTA ARQUITECTONICA 2DO NIVEL A HALL terraza RECIBIDOR 1/2 BAÑO COMEDOR TERRAZA COCINA DORM. SERVICIO LAVADO VESTIDOR BAÑO BAÑO DORMITORIO Nº2 DORMITORIO Nº1 DORM. PRINCIPAL BALCON ESTAR INTIMO BALCON CLOSET CLOSET BBQ salon familiar sala estudio CLOSET ROPA BLANCA sube blancos zapatera CLOSET sube DORMITORIO Nº3 CLOSET acceso principal ESCALA 1:100 ESCALA 1:100

Language	Spanish
Drawing Type	Full Project
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	architectural, area, autocad, casa, de, degrau, DWG, échelle, escada, escalier, étape, full, house, ladder, leiter, levels, PLANES, Project, staircase, stairway, step, structural, structural details, stufen, treppe, treppen, una