Isometric Slab DWG Block for AutoCAD

Isometric Slab DWG Block for AutoCAD

Isometric view slab with air block 20x20x40

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

furniture, A.s.a.c.v., Group in, Perspectives in architecture in room, Miguel hernandez sources general real estate sale topographic surveys design in general construction, flat, Elaboration of structural plans, Industrial commercial, Street nte. Between av.ind.pte. Pte. cabbage. Zaragoza c.p., Tel. Tehuacan. Pue., Vo. Bo., Location, owner, Virtual tours facilities, Technical staff, Arq. Rosendo galicia ing. Antonio villegas, scale, draft, date, Grupo imobiliária agricola de tehuacan s.a. Of c.v., Foundation note, An offshoot of the current level of the ground will be made, the strains will be opened to accommodate the shoes to the indicated depth equal to the existing foundation. At the bottom of the excavation a concrete template of one kg of thickness will be cast, the fillings for strains to give the level of firm will be made with inert material placed in strains of cm of compacted thickness to the one of its maximum dry volumetric weight it was considered to the Terrain a load capacity ft general notes dimensions in centimeters elevations in meters check measures cuts with architectural plans all structural change should be authorized by the department. Of seismic coefficient structures considered c.s. Material specifications resistance to compression thicker maximo free coatings reinforcing steel high-tensile steel minimum fy steel structural grade minimum elastic limit fy and anchors overlaps diameters do not overlap more than steel in the same section details of anchorages extreme rods table Of equivalence length of anchors overlaps, Diameters, Inches millimeters, Diameter centimeters, Diameters, plants, Diameters, Shoes cm in cm cm girders columns cm, Detail of paneled slab, Hollow block, Rib of, Compression layer, A.c. Cms. in, both senses, Detail of paneled slab, Solid, Rib of, Hollow block, Flagstone, Casetones, Apollo, Temperature-armed, reinforcing steel, covering, castle, Lock, Stirrups no. Cms, Mts., Enclosure chain, Stirrups no. Cms

Raw text data extracted from CAD file:

mobiliario & G A.T.S.A.C.V. rupo In Y PERSPECTIVAS EN 3D * CONSTRUIMOS, REMODELAMOS, ARQUITECTURA EN GENERAL, HABITACION Miguel Hernandez Fuentes \H0.5144x;GERENTE GENERAL \H1.667x;Compra Venta de Bienes Raices Levantamientos Topograficos Diseño en 3D Construccion en General PLANO ELABORACION DE PLANOS ARQUITECTONICOS, DE CIMENTACION, ESTRUCTURALES Y R SIDENCIAL, COMERCIAL E INDUSTRIAL E CALLE 6 NTE. # 114 ENTRE AV.IND.PTE. Y 2 PTE. COL. ZARAGOZA C.P. 75770 TEL.OFICINA 38 48517 LADA (01 238) CEL. (044238)39 35288 40 18811 - 39 01772 TEHUACAN. PUE. Vo. Bo. UBICACION PROPIETARIO E INSTALACIONES * * RECORRIDOS VIRTUALES Staff Técnico Arq. Rosendo Galicia Ing. Antonio Villegas ESCALA PROYECTO FECHA D Grupo Inmobiliario y Agricola de Tehuacan S.A. de C.V. NOTA DE CIMENTACION 1.- SE EFECTUARA UN DESPALME DE 1.20m RESPECTO AL NIVEL ACTUAL DEL TERRENO 2.- SE ABRIRAN LAS CEPAS PARA ALOJAR LAS ZAPATAS HASTA LA PROFUNDIDAD INDICADA O IGUAL A LA CIMENTACION EXISTENTE. 3.- EN EL FONDO DE LA EXCAVACION SE COLARA UNA PLANTILLA DE CONCRETO DE UN f´c = 100 Kg / cm2 Y 5cm. DE ESPESOR 4.- LOS RELLENOS PARA CEPAS Y DAR EL NIVEL DE FIRME SE HARAN CON MATERIAL INERTE (TEPETATE) COLOCADO EN CEPAS DE 20 cm DE ESPESOR Y COMPACTADO AL 95% DE SU PESO VOLUMETRICO SECO MAXIMO 5.- SE LE CONSIDERO AL TERRENO UNA CAPACIDAD DE CARGA Ft = 20 Ton/m2 NOTAS GENERALES ACOTACIONES EN CENTIMETROS Y ELEVACIONES EN METROS CHECAR MEDIDAS Y CORTES CON PLANOS ARQUITECTONICOS TODO CAMBIO ESTRUCTURAL DEBERA AUTORIZARCE POR EL DPTO. DE ESTRUCTURAS COEFICIENTE SISMICO CONSIDERADO C.S. = 03 ESPECIFICACIONES DE LOS MATERIALES \fArial|b0|i0|c0|p34;\H0.8333x;CONCRETO RESITENCIA A LA COMPRESION (28 DIAS) AGRAGADO GRUESO MAXIMO RECUBRIMIENTOS LIBRES ACERO DE REFUERZO ACERO DE ALTA RESISTENCIA, LIMITE ELASTICO MINIMO Fy = 4200 Kg/cm2 ACERO GRADO ESTRUCTURAL (1 1/4") LIMITE ELASTICO MINIMO Fy = 2350 Kg/cm2 ANCLAJES Y TRASLAPES (VER TABLA) 40 DIAMETROS NO SE TRASLAPE MAS DEL 33% DEL ACERO EN UNA MISMA SECCION DETALLES DE ANCLAJES EXTREMOS (PARA VARILLAS CORRIDAS Y BASTONES) TABLA DE EQUIVALENCIA Y LONGITUD DE ANCLAJES Y TRASLAPES 40 DIAMETROS 40 DIAMETROS C A L I B R E #2 #3 #4 #5 #6 #8 D I A M E T R O PULGADAS MILIMETROS 1/4" 6.30 3/8" 9.52 1/2" 12.70 5/8" 15.87 3/4" 19.00 1" 25.40 40 DIAMETROS CENTIMETROS 0.25 0.40 0.50 0.65 0.75 1.05 40 DIAMETROS PLANTAS 40 DIAMETROS (CLASE 1) f´c = 250 Kg/cm2 3/4" (1.9 cm.) ZAPATAS ____________3.0 cm DADOS ______________5.0 cm TRABES DE LIGA______2.5 cm COLUMNAS __________3.0 cm 0.05 0.20 0.10 0.20 0.20 0.10 0.0999999999999659 DETALLE DE LOSA ARTESONADA BLOCK HUECO 20/20/40 NERVADURA DE 10 x 20 0.2000000000000455 0.1999999999999886 0.0999999999999943 CAPA DE COMPRESION 0.1999999999999886 5 0.10 0.10 0.20 0.05 5 ø 1/2" A.C. 20 cms. EN AMBOS SENTIDOS 0.1999999999999886 0.0999999999999943 0.0999999999999943 DETALLE DE LOSA ARTESONADA Y MACIZA NERVADURA DE 10 x 20 BLOCK HUECO 20/20/40 LOSA ARTEONADA CASETONES APOLLO ARMADO POR TEMPERATURA ACERO DE REFUERZO RECUBRIMIENTO 0.15 0.20 0.2000000000000028 0.1499999999999773 K 4 ø 1/2" CASTILLO 0.65 0.25 TRABE T 1 Estribos No. 2 @ 10 cms 8 ø 1/2" 4 ø 1/2" 4 ø 1/2" x 4.80 mts. 4 ø 1/2" 4 ø 1/2" 0.25 0.6500000000000057 0.15 0.20 CC CADENA DE CERRAMIENTO 0.2000000000000028 0.1499999999999773 4 ø 1/2" 2 ø 1/2" Estribos No. 2 @ 15 cms 2 ø 1/2" 2 ø 1/2" 0.2999999999999972 6 ø 1/2" 0.1499999999999773 T 2 0.15 0.30

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	air, autocad, barn, block, cover, dach, DWG, hangar, isometric, lagerschuppen, roof, shed, slab, structure, terrasse, toit, View, xx