Structural Detail DWG Detail for AutoCAD

Structural Detail DWG Detail for AutoCAD

Structural detail of the house.

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

cms, Wall, annotations in:, drawing, calculation, director of the work, content, Location, draft, scale, date, dir. calculation, review:, plan no., reference other planes:, cimentacion plant, details, March, centimeters, arq. progressive, Specifications, the builder should follow the rules, complete specifications contained in the, regulation of concrete constructions, rods, Package of, Package of, diameter of, fold, rod diameters, rods, for the constructor., rod no., of trabes, overlap length, size of, dipstick, do not., dipstick, grade, do not., rod no., standard hook for reinforcement, principal, do not overlap the of the rods, of each bed within a zone equal one, individual, overlapping lengths for, rods in lower bed, of bars columns, dipstick, individual, overlapping lengths for, rods in upper bed, titles are of main interest, rod diameters, reinforced comments. the, dipstick, minimum cm, diameters of, diameters, of rod, do not., rod size, in ribs, in columns, in slabs, in walls, in foundation, in trabs, contact with the ground, coating on rods, reinforcement, not exposed the action of nor in, bending diameter, only in staples for column, all the folded should be done in cold, rod diameters, bending diameter, rod diameters, Measure the inner side of the rod, minimum bending diameter, standard hooks for stirrups, bending diameter, club house, cimentacion plant, scale, armex steel, the elements of the foundation that are in direct contact, with him they should have cms. of coating., to indicate the study of soil mechanics. must be respected, structural should have the following resistances, all the walls with greater heights mts. they should, rest of the elements ………………………………………. ……………………, mortar type of river prop., all indications specifications of said study., mortar type ll of river prop., pieces, the materials for its construction must have the following, castles dalas ……………………………………….. ………………………., the concrete with which the different elements are constructed, reinforcement steel grade f’y, have an intermediate dala, the walls will be cms. not including flat., resistances the compression, For the design of the foundation, we considered a capacity, load the ground of a depth of rebar, notes, shoe, castles the foundations of courtyards, anchor detail of, cms cms box, cms, concrete, cms, cement floor, prop., castle, castle anchor, Foundation slab, mesh, ribbing, variable, by temperature, hollow block, from jalcreto, slab in one direction, with coating, section, unscaled, mesh, polyethylene, Wall, shoe, confined teat wall platform only in bordering gardens, detail of perimeter dentellon, polyethylene, section, armex, mesh, Wall, shoe, shoe, shoe, armed castles, central wall, kind, boundary, foundation of walls in courtyards, general detail of, prop., cement floor, dala, unscaled, ground, firm, compact in layers, of cms. to that of your p.v.s., confined teat wall

Raw text data extracted from CAD file:

\A1;90 \A1;90 \A1;120 \A1;40 cms \A1;30 cms \A1;15 \A1;15 \A1;25 \A1;20 \A1;h \A1;e= MURO \A1;e= MURO \A1;40 \A1;h \A1;100 \A1;100 \A1;310 \A1;310 \A1;271 \A1;330 \A1;931 \A1;164 \A1;332 \A1;284 \A1;200 \A1;100 \A1;230 \A1;119 \A1;51 \A1;599 \A1;145 \A1;75 \A1;130 \A1;140 \A1;200 \A1;188 \A1;17 \A1;527 \A1;287 \A1;435 \A1;395 \A1;306 \A1;40 \A1;258 \A1;18 \A1;417 \A1;18 \A1;377 \A1;18 \A1;272 \A1;50 \A1;2047 \A1;750 \A1;149 \A1;411 \A1;258 \A1;195 \A1;301 \A1;449 \A1;65 \A1;105 \A1;118 \A1;263 \A1;596 \A1;120 \A1;160 \A1;160 \A1;140 \A1;140 \A1;220 \A1;220 \A1;15 \A1;40 \A1;40 \A1;25 \A1;20 \A1;h \A1;t \A1;t \A1;t ACOTACIONES EN: DIBUJO : CALCULO : DIRECTOR DE LA OBRA : CONTENIDO : UBICACION : PROYECTO : ESCALA : FECHA : DIR. CALCULO : REVISION: PLANO No. REFERENCIA A OTROS PLANOS: PLANTA DE CIMENTACION Y DETALLES E-1 04 / MARZO / 2006 1 : 100 CENTIMETROS ARQ. PROGRESIVA E-2 1 ESPECIFICACIONES EL CONSTRUCTOR DEBERA SUJETARSE A LAS NORMAS Y ESPECIFICACIONES COMPLETAS CONTENIDAS EN EL REGLAMENTO DE LAS CONSTRUCCIONES DE CONCRETO VARILLAS PAQUETE DE 3 52 68 85 170 103 PAQUETE DE 3 210 67 89 112 134 277 222 DIAMETRO DE DOBLEZ 6 DIAMETROS DE VARILLA 8 DIAMETROS DE VARILLA VARILLAS PARA EL CONSTRUCTOR. VARILLA No. 43 57 86 142 71 4 3 6 8 5 178 10 DE TRABES 56 74 93 112 4 3 5 6 231 10 LONGITUD DE TRASLAPE 8 185 TAMANO DE VARILLA No. 3-6 VARILLA GRADO GRADO 42 GRADO 42 No. 8-10 VARILLA No. GANCHO ESTANDAR PARA REFUERZO PRINCIPAL NO SE TRASLAPARA MAS DEL 50% DE LAS VARILLAS DE CADA LECHO DENTRO DE UNA ZONA IGUAL A UNA INDIVIDUAL LONGITUDES DE TRASLAPES PARA VARILLAS EN LECHO INFERIOR DE TRABES Y COLUMNAS VARILLA VARILLA INDIVIDUAL LONGITUDES DE TRASLAPES PARA VARILLAS EN LECHO SUPERIOR TULOS 3, 4, 5, 6 Y 7 SON DE PRINCIPAL INTERES 12 DIAMETROS DE VARILLA REFORZADO (ACI-318-99) Y COMENTARIOS. LOS CAPI- VARILLA MINIMO 6.5 cm 4 DIAMETROS DE 135 o 10 DIAMETROS DE VARILLA o 90 No. 3-5 TAMANO DE VARILLA o 90 EN NERVADURAS EN COLUMNAS EN LOSAS EN MUROS EN CIMENTACION EN TRABES CONTACTO CON EL SUELO RECUBRIMIENTO EN VARILLAS DE REFUERZO (1) NO EXPUESTO A LA ACCION DEL CLIMA, NI EN = 20 mm = 20 mm (1) = 20 mm = 40 mm = 40 mm = 50 mm DIAMETRO DE DOBLEZ SOLO EN GRAPAS PARA COLUMNA TODO EL DOBLADO DEBERA HACERSE EN FRIO 6 DIAMETROS DE VARILLA DIAMETRO DE DOBLEZ DIAMETRO DE DOBLEZ 4 DIAMETROS DE VARILLA MEDIDA EL LADO INTERIOR DE LA VARILLA DIAMETRO MINIMO DE DOBLEZ GANCHOS ESTANDAR PARA ESTRIBOS DIAMETRO DE DOBLEZ CASA CLUB PLANTA DE CIMENTACION ESCALA 1 : 50 Acero armex fy= 5000 kg/cm2. 6.- Los elementos de la cimentacion que esten en contacto directo con el suelo, deberan tener 5 cms. de recubrimiento. que senale el estudio de mecanica de suelos. Se deben respetar estructurales deberan tener las siguientes resistencias : 3.- Todos los muros con alturas mayores a 3.0 mts. deberan Resto de los elementos...................................................................... f'c=200 kg/cm2 d) Mortero tipo l cemento-arena de rio prop. 1 : 3..........................f*m= 125 kg/cm2 todas las indicaciones y especificaciones de dicho estudio. b) Mortero tipo ll cemento-cal-arena de rio prop. 1 : 0.50 : 4......f*m= 75 kg/cm2 a) Piezas Macizas....................................................f*p= 50 kg/cm2 Los materiales para su construccion deberan tener las siguientes Castillos y dalas ............................................................................ f'c=150 kg/cm2 4.- El concreto con el que se construyan los diferentes elementos 5.- Acero de refuerzo grado 42 F'y = 4200 Kg/cm2. contar con una dala intermedia DL-1. 2.- Los muros seran de 14 cms. sin incluir aplanados. resistencias a la compresion : 1.- Para el diseno de la cimentacion se considero una capacidad de carga del terreno de 15 ton/m2 a una profundidad de desplante NOTAS : h = 25 120 ZAPATA Z-1 1 #4 @20 1 #4 @20 castillos a la cimentacion de patios Detalle de anclaje de Caja 30 cms x 30 cms x 40 cms DE CONCRETO 40 cms 30 cms Suelo Cemento Prop. 10 : 1 Castillo 15 Anclaje de castillo a losa de cimentacion 15 40 40 10 40 10 10 h t MALLA 6x6-10/10 NERVADURAS NERVADURAS 10 10 VARIABLE POR TEMPERATURA 10 N-L BLOCK HUECO DE JALCRETO LOSA EN UNA DIRECCION CON RECUBRIMIENTO Seccion 2-2 Sin escala MALLA \A1;CAPA DE POLIETILENO e= MURO 40 1MALLA h 100 ZAPATA Z-2 h = 25 100 1 #4 @20 1 #4 @20 MURO DE TEZON CONFINADO PLATAFORMA SOLO EN JARDINES Y LINDEROS DETALLE DE DENTELLON PERIMETRAL 25 \A1;CAPA DE POLIETILENO 20 SECCION 1-1 ARMEX 15 x 20 - 4 MALLA h e= MURO 19 20 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 6 7 8 9 10 11 12 13 14 15 B C D E F H J K W V U T S R 20 18 17 16 I G D B A 5 5 5 5 5 5 K-2 K-1 K-5 C-1 K-2 K-6 K-1 K-1 K-1 K-1 K-1 K-4 K-6 K-2 K-1 K-4 K-4 C-2 C-1 C-2 C-2 K-3 K-6 K-6 K-3 K-3 K-4 K-3 K-3 C-3 K-6 K-3 K-1 K-1 K-5 K-1 K-3 K-3 C-1 C-1 C-1 K-6 K-4 K-1 K-1 K-1 K-1 K-1 K-3 K-1 K-1 K-1 K-1 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-4 K-1 K-2 K-4 K-4 K-4 K-4 K-6 K-6 K-4 K-4 K-4 K-4 K-7 K-1 K-1 K-1 K-1 K-1 K-1 K-4 K-4 CT-2 \A1;CT-1 CT-0 CT-0 \A1;CT-3 \A1;CT-0 CT-0 CT-0 CT-0 K-1 CT-0 CT-0 Z-1 Z-3 Z-4 Z-3 Z-5 C-1 K-1 K-4 K-1 K-1 K-1 K-1 K-1 K-1 K-1 Z-2 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 CT-4 CT-4 CT-4 CT-4 5 5 5 5 5 L N O P Q 1 3 2 5 1 4 5 1 #4 @25 3 #4 C-1 C-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-3 K-1 K-1 K-1 K-1 K-1 K-3 K-1 K-3 Z-1 Z-1 CT-0 \A1;N-0 N-7 \A1;N-L \A1;N-1 \A1;N-L \A1;N-2 \A1;N-L \A1;N-2A \A1;N-3 \A1;N-0 \A1;N-L \A1;N-4 \A1;N-L N-5 \A1;N-L \A1;N-6 \A1;N-6 \A1;N-L \A1;N-L \A1;N-L \A1;N-L 120 160 1 #4 @15 1 #4 @15 ZAPATA Z-3 h = 30 160 140 1 #4 @15 1 #4 @15 ZAPATA Z-4 h = 30 140 220 1 #4 @12 1 #4 @12 ZAPATA Z-5 h = 35 220 A' A' A' A' A' A' A' A' A' A' A' A' \A1;N-0 Z-4 C-1 Z-4 K-3 A' A' A' A' A' A' \A1;N-0 \A1;N-3 ARMADO DE CASTILLOS 15 Muro central ( tipo) ( tipo ) 40 Lindero cimentacion de muros en patios 40 Detalle general de Prop. 10 : 1 Suelo Cemento N P T Dala DL-1 Sin escala 14 TERRENO FIRME COMPACTAR EN CAPAS DE 10 cms. AL 90% DE SU P.V.S.M. MURO DE TEZON CONFINADO PLATAFORMA SOLO EN JARDINES Y LINDEROS DETALLE DE DENTELLON PERIMETRAL 25 \A1;CAPA DE POLIETILENO 20 SECCION 3-3 ARMEX 15 x 20 - 4 MALLA h ( tipo ) t t t

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, construction details section, cut construction details, DETAIL, DWG, house, structural, structural details