Castles Foundation And Armed DWG Block for AutoCAD

Castles Foundation And Armed DWG Block for AutoCAD

Castle armed and foundation indicating gauge rods and stirrups

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

Minimum resistance compression:, walls will be of red partition with, Minimum shear strength:, will be:, in templates:, free:, on stairs: class, In centimetres., slabs cm., translaps of except where indicated, foundations areas in contact with the cm., trabes cm., in dalas castles:, Reinforcement: except vars. what, pano of columns castles., on loose filling material., respective tectonics., of ductility:, seismic used:, which should be verified with the study of soil mechanics., etc. see the plans, optimum moisture compacted to that of the proctor test., foundation must be laid on healthy ground not, fillings as well as over elevations of the, soil will be made with inert material in layers of cm. with, of load considered to the ground:, considered in level:, stirrups indicated on the beams will start from, lt translape length, natural terrain level, level finished floor, symbology, parapet level, n.l.l. level bed lower slab trabe, n.p.a. roof level finished floor, they will necessarily be concrete, Note: the shoes indicated as, glass block wall, existing walls, firm armed with, compacted fill, to proctor std., shoes, mesh, concrete template, shoes, to proctor std., compacted fill, projection of armed, of castles, firm armed with, mesh, concrete template, to proctor std., compacted fill, shoes, concrete template, closeness, projection of armed, firm armed with, of castles, of castles, projection of armed, esc., low level, goes up, cut, shoes, mesh, shoes, to proctor std., compacted fill, of castles, projection of armed, dala, closeness, firm armed with, dala, mesh, to proctor std., compacted fill, firm armed with, of castles, projection of armed, septum pedaling, steps forged with, dala, glass block wall, cut, dala, another unit., poor concrete template cm., Existing fence, access, review, see armed with slab, plant of, detail type of anchors, plants elevations, bending diameter, section, castle that starts at this level, dala trabe, Wall, castle that ends at this level, castle that continues to the next. level, lg development length, inside the element, fc

Raw text data extracted from CAD file:

N \A1;50 \A1;12 \A1;10 \A1;12 \A1;80 \A1;80 \A1;60 \A1;60 \A1;20 \A1;60 \A1;10 resistencia mínima a la compresión: f*m= 15 kg/cm2 14.-Los muros serán de carga, de tabique rojo recocido, con y resistencia minima a cortante: v*= 3.5 kg/cm2 seran: fy= 2530 Kg/cm. 4.-Concreto en plantillas: f'c= 100 Kg/cm. 5.-Recubrimientos libres: 2.-Concreto en losas y escalera: f'c= 250 Kg/cm.2 clase 2 1.-Acotaciones en centimetros. Losas macizas, dalas y castillos__________________1.5 cm. 7.-Anclajes y translapes de 40 diametro, excepto donde se indique Cimientos y zonas en contacto con el terreno________3.0 cm. Trabes __________________________________2.0 cm. 3.-Concreto en firmes, dalas y castillos: f'c= 200 Kg/cm. 6.-Acero de refuerzo: fy=4200 Kg/cm, excepto vars. # 2 que N O T A S G E N E R A L E S pano de columnas y/o castillos. sobre material suelto o de relleno. tectonicos respectivos. 11.-Factor de ductilidad: Q= 2 10.-Coeficiente sismico utilizado: C.S.= 0.32 el cual se debera verificar con el estudio de mecanica de suelos. 9.-Para cotas, panos, niveles, etc. consulte los planos arqui- humedad optima y compactadas al 95 % de la prueba proctor. 14.-La cimentacion debe desplantarse sobre terreno sano y no 15.-Los rellenos de las cepas, asi como las sobre elevaciones del terreno se haran con material inerte en capas de 20 cm. con 13.-Capacidad de carga considerada al terreno: Wt= 5.0 t/m. 12.-Cargas consideradas en nivel: W= Kg/m. 8.-Los estribos indicados en las trabes se pondran a partir del D E T A L L E S D E L R E F U E R Z O Lt = LONGITUD DE TRANSLAPE N.T.N.= NIVEL TERRENO NATURAL N.P.T.= NIVEL PISO TERMINADO SIMBOLOGIA N.P.P.= NIVEL PISO PRETIL N.L.L. = NIVEL LECHO INFERIOR LOSA O TRABE N.P.A. = NIVEL PISO DE AZOTEA TERMINADO SERAN NECESARIAMENTE DE CONCRETO NOTA: LAS ZAPATAS INDICADAS COMO "DE CONCRETO" Z-2 MURO DE BLOCK DE VIDRIO MUROS EXISTENTES FIRME ARMADO CON RELLENO COMPACTADO AL 95% PROCTOR STD. 18 80 ZAPATAS Z-3 MALLA 6x6/10-10 2#3 #3 @20 PLANTILLA DE CONCRETO f'c= 100 kg/cm2. ZAPATAS Z-1 5 80 18 E#2@20 2#4 70 3#4 2#3 12 5 10 AL 95% PROCTOR STD. RELLENO COMPACTADO 2#4 70 E#2@20 5#4 CT-2 E #2 PROYECCION DE ARMADO DE CASTILLOS FIRME ARMADO CON @15 2#4 3#4 40 MALLA 6x6/10-10 MALLA 6x6/10-10 E#2 @20 12 PLANTILLA DE CONCRETO f'c= 100 kg/cm2. 5 AL 95% PROCTOR STD. RELLENO COMPACTADO #3 @20 2#3 2#3 70 10 12 ZAPATAS Z-2 70 5 18 f'c= 100 kg/cm2. PLANTILLA DE CONCRETO 2#3 2#4 3#4 2#3 #3 @20 COLINDANCIA PROYECCION DE ARMADO FIRME ARMADO CON DE CASTILLOS 5 CM K-1 DE CASTILLOS PROYECCION DE ARMADO K-2 K-3 K-1 E #2 CT-1 18 @15 2#3 @15 2#3 25 A B 365 K-1 A B 7 6 5 4 3 2 1 Z-1 730 12 11 10 9 8 15 14 13 K-1 Z-1 21 o 25 ESC. 1:50 15 18 E#2@15 4#3 15 PLANTA BAJA 1325 E#2@15 6#3 15 E#2@15 4#4 20 20 K-1 832.5 Z-2 Sube K-1 Z-2 Z-1 (de CONCRETO) K-1 K-1 Z-1 K-1 K-1 K-1 492.5 Z-2 Z-1 K-2 K-1 Z-3 (de CONCRETO) CORTE B-B ZAPATAS Z-2 4#3, E#2@15 4#3, E#2@15 MALLA 6x6/10-10 ZAPATAS Z-1 40 80 75 50 25 35 AL 95% PROCTOR STD. RELLENO COMPACTADO 10 95 70 25 DE CASTILLOS PROYECCION DE ARMADO DALA 18x25 5 CM COLINDANCIA FIRME ARMADO CON DALA 18x25 MALLA 6x6/10-10 70 AL 95% PROCTOR STD. RELLENO COMPACTADO 10 FIRME ARMADO CON DE CASTILLOS PROYECCION DE ARMADO 12 PEDACERIA DE TABIQUE ESCALONES FORJADOS CON 10 4#3, E2@15 DALA 15x20, 12 80 #4@15 #3@25 (ESCALERA DESLIGADA) MURO DE BLOCK DE VIDRIO K-1 K-1 K-3 K-1 #3@25 CORTE A-A #3@25 #4@15 80 #4@15 60 #4@15 4#3, E2@15 DALA 15x20, otra unidad. PLANTILLA DE CONCRETO POBRE DE 5 CM. 60 6#3, E#3@20 20 60 10 #3@20 #3@20 Z-2 417.5 C 365 K-1 Z-1 Z-1 K-1 267.5 1 Z-1 CT-1 K-1 K-2 CT-2 Z-1 Barda existente K-1 K-1 150 K-1 415 K-1 K-1 Z-1 K-1 492.5 ACCESO 2 3 1325 4 #3@25 K-1 K-1 50 #3@20 5 CRITICA CRITICA VER ARMADO DE LOSA (PLANO E-02) T-1 (VER PLANTA DE ENTREPISO) DETALLE TIPO DE ANCLAJES Plantas o Elevaciones D = DIAMETRO DE DOBLEZ Lt D 40 0 0 40 40 0 40 0 L2 L2 D Lg SECCION SECCION L 1 L2 Lg 2 2 2 2 2 2 CASTILLO QUE INICIA EN ESTE NIVEL DALA O TRABE MURO CASTILLO QUE TERMINA EN ESTE NIVEL CASTILLO QUE CONTINUA AL SIG. NIVEL 4 8 5 26 41 15 20 6 5 17 20 28 37 11 15 Lg = LONGITUD DE DESARROLLO DENTRO DEL ELEMENTO 5 9 6 10 8 27 11 15 L5 160 19 32 51 38 64 39 52 58 99 23 31 6 6 6 25 17 56 13 10 30 40 8 8 10 13 fy = 4200 kg/cm.2 f'c = 250 kg/cm.2 135 3 # D 6 L1 Lg Lt 20 30 11 d 4 L3 L2 L4 15 4 6 L5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Other
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, base, block, castle, castles, cimentacion, DWG, FOUNDATION, foundations, fundament, gauge, indicating, rods