Details Girders Home DWG Detail for AutoCAD

Details Girders Home DWG Detail for AutoCAD

Details of locks in clubhouse.

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

armex, variable, annotations in:, drawing, calculation, director of the work, content, Location, draft, scale, date, dir. calculation, review:, plan no., reference other planes:, Ground floor 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, variable, general detail of footings, unscaled, optimum moisture compacted, prop. with, in layers of cm up, reach that of your p.v. YE., shoe, variable

Raw text data extracted from CAD file:

5 \A1;35 \A1;14 \A1;14 \A1;14 \A1;28 \A1;14 \A1;15 \A1;14 \A1;60 \A1;14 \A1;45 \A1;15 \A1;35 \A1;35 \A1;35 \A1;35 \A1;50 \A1;35 \A1;30 \A1;30 \A1;120 \A1;120 5 \A1;750 \A1;120 \A1;120 \A1;620 \A1;240 \A1;240 \A1;90 \A1;460 \A1;90 \A1;220 \A1;160 \A1;330 \A1;100 \A1;80 \A1;271 \A1;100 \A1;50 \A1;150 \A1;80 \A1;760 \A1;150 \A1;640 \A1;100 \A1;120 \A1;80 \A1;100 \A1;60 \A1;80 \A1;130 \A1;760 \A1;150 \A1;120 \A1;100 \A1;80 \A1;80 \A1;100 \A1;690 \A1;100 \A1;100 \A1;80 \A1;640 \A1;470 \A1;80 \A1;300 \A1;100 \A1;80 \A1;150 \A1;100 \A1;80 \A1;300 \A1;640 \A1;150 \A1;80 \A1;650-750 \A1;260 \A1;100 \A1;140-220 \A1;100 \A1;60 \A1;100 \A1;80 \A1;150 \A1;VARIABLE \A1;450 \A1;80 \A1;80 \A1;80 \A1;80 \A1;90 \A1;90 \A1;VARIABLE \A1;VARIABLE \A1;100 \A1;h \A1;10 \A1;10 \A1;50 \A1;25 \A1;VARIABLE 35 14 E#2 @15 + 5 Gr#2 @15 K-4 6#3 14 E#2 @15 1#3 @ESQ K-2 14 28 5 1#3 @ESQ K-3 E#2 @15 14 15 K-1/DL-1 ARMEX 15 x 15 - 4 14 5 60 14 E#2 @15 + 5 Gr#2 @15 K-5 6#4 5 45 15 E#2 @15 + 5 Gr#2 @15 K-6 6#4 5 35 35 E#2 @20 K-7 8 #4 5 35 35 E#3 @10 C-1 4 #5 + 4 #4 50 35 C-2 8 #6 + 2 #4 E#2 @10 + Gr#2 @10 30 30 E#3 @10 C-3 8 #4 5 5 <> 2 #5 2 #5 2 #4 h = 45 E#3 @30 (RESTO) b = 20 CT-1 @20 @20 5 5 <> 2 #4 2 #4 2 #4 h = 35 E#3 @25 (RESTO) b = 20 CT-2 @15 @15 5 5 @ 20 5 @ 15 5 2 #4 2 #4 h = 35 E#3 @25 (RESTO) b = 20 CT-3 5 @ 15 220 2 #4 2 #4 h = 25 E#2 @15 (TODA) b = 20 CT-0 5 5 5 5 5 1 #3 N-1 b = 10 t = 5 1 #3 h = 20 5 5 1 #3 1 #3 5 5 5 1 #3 N-2 b = 10 t = 5 1 #3 h = 20 5 5 1 #3 1 #3 5 5 5 5 5 1 #2 1 #2 5 5 5 N-2A b = 10 t = 5 1 #3 h = 20 5 1 #3 1 #3 5 5 1 #2 5 N-3 b = 10 t = 5 1 #3 h = 20 5 1 #3 5 5 5 1 #2 1 #3 5 5 5 5 1 #3 N-4 b = 10 t = 5 1 #3 h = 20 5 5 1 #3 1 #3 5 5 1 #2 5 5 5 5 N-5 b = 10 t = 5 1 #3 h = 20 5 1 #3 1 #3 5 5 1 #2 650-<> 5 5 140-<> 1 #3 N-6 b = 10 t = 5 1 #3 h = 20 5 5 1 #3 1 #3 5 5 1 #2 5 VARIABLE 1 #3 1 #2 N-0 b = 10 t = 5 h = 20 5 N-7 b = 10 t = 5 1 #3 h = 20 5 1 #3 5 5 5 1 #2 1 #3 ACOTACIONES EN: DIBUJO : CALCULO : DIRECTOR DE LA OBRA : CONTENIDO : UBICACION : PROYECTO : ESCALA : FECHA : DIR. CALCULO : REVISION: PLANO No. REFERENCIA A OTROS PLANOS: DETALLES DE PLANTA BAJA E-2 04 / MARZO / 2006 S / E CENTIMETROS ARQ. PROGRESIVA E-3 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 VARIABLE VARIABLE Detalle general de Zapatas Sin escala HUMEDAD OPTIMA COMPACTADO SUELO-CEMENTO PROP. 10 : 1 CON EN CAPAS DE 10 A 15 CM HASTA ALCANZAR EL 90 % DE SU P.V. S.M. 100 h ZAPATA N P T \A1;RECUBRIMIENTO 10 10 \A1;TEPETATE h = 50 E#3 @15 (RESTO) b = 25 CT-4 50 25 1 #5 1 #4 VARIABLE 1 #3 1 #3 N-L b = 10 t = 5 h = 20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, clubhouse, construction details section, cut construction details, DETAIL, details, DWG, girders, home