Flown With Foundation DWG Detail for AutoCAD

Flown With Foundation DWG Detail for AutoCAD

Structures work for amplifying a small enviroment anchored to another structure; with concrete plate in armed concrete foundation and flown lightened slab – Details

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

tiers in fill, mesh, Specifications according to Peruvian design standard, use two coats of anti-corrosive type, fillet will have a thickness, Use two coats of synthetic enamel., equal minor of the profiles that connects, Its length will be as long as possible., painting, aisc, welding, steel plates profiles, Steel specifications, change of foundation level, high foundation, concrete cyclopean, p. big, foundation, low, plant, plant, shoe detail, var., rest, in beams columns, bending of stirrup, of column, beam, plant, plant, Exterior, n.f.p ind., detail of the foundation, ntn, inside, ntn, n.f.p ind., n.f.p ind., auction of columns, fill concrete between jagged walls, rest, Exterior, inside, detail, concrete, foundation, fill concrete between jagged walls, plate, wall of, reinforced concrete, Existing masonry, plant, plant, plant, nfp., flat roof, alternating, section, reduction coefficient, seismic amplification, category, soil amplification factor, seismic parameters, splices overlaps, walls in free face cms., walls in contact with terrain cms., columns confinement beams cms., beams cms., columns structural beams cms., cms shoes, rnc that include the technical standards of building, earthquake resistant design standards, minimum diameters, zoning, coatings, regulation, ground, concrete: type, overloads: indicated, Technical specifications, in planes, fy steel, scale, Wall, mesh, depth of foundation:, type of foundation, foundations design parameters:, type of foundation using ceding foundation, summary of conditions, of foundation, m. from the current level of the ground surface, foundation, plate, reinforced concrete, Wall, existing, detail, note for better behavior it, steel joists, lightened, cut, plate, reinforced concrete, joist, lightened slab, foundation, cut, lightened slab, reinforced concrete, projection, of lightweight slab, filling, low drain, false column, lower, higher, lightweight slab joist, temperature mesh, You can use cassettes from, expanded polystyrene, of reinforced concrete

Raw text data extracted from CAD file:

e=.10 GRADAS EN RELLENO Malla Ø 3/8" @.30 Especificaciones de diseño; según R.N.C., Norma Peruana de Diseño Usar dos Manos de Anticorrosivo Tipo "AZARCON" AWS-E6011,el filete tendrá un espesor Usar dos Manos de Esmalte Sintético. igual ó menor de los perfiles que conecta y su longitud será la mayor posible. : 2.- : : 3.- 4.- PINTURA Antisismico, AISC. SOLDADURA (A-36 ó Similar) ACERO DE PLANCHAS Y PERFILES ESPECIFICACIONES EN ACERO 1.- : fy=2500 Kg/cm2 CAMBIO DE NIVEL DE CIMENTACION e CIMIENTO ALTO (e=0.50 min) e concreto ciclopeo 1:12+40% p. grande e CIMIENTO e BAJO \A1;.13 \A1;Ver Planta \A1;.60 \A1;.25 -87.31746480505979 -87.31746480505979 -87.31746480505979 -87.31746480505979 N.-2.075 NFP.-1.225 C-C \A1;Ver planta t=1.00Kg/cm2 DETALLE DE ZAPATA -91.38365989297222 N.T.N.±0.00 (0.40min) VAR. .10 0.60 .20 .20 .08 N.F.Z.(INDICADO) s/cuadro Resto 1@.05 5@.10 @.10 \A1;especificado \A1;a \A1;45° \A1;R \A1;especificado \A1;45° -101.6440355560953 -101.6440355560953 EN VIGAS Y COLUMNAS DOBLADO DE ESTRIBO -101.6440355560953 -101.6440355560953 -101.6440355560953 ø 1/4" 2cms 3/8" 3cms r a 8cms 13cms ø de Columna o Viga -101.6440355560953 \A1;.10 \A1;.40(min.) \A1;.60 \A1;.13ó.25 \A1;Ver planta \A1;.40(min.) \A1;.60 \A1;Ver planta \A1;Var. \A1;.13ó.25 4ø1/2"+2ø3/8" ø1/4"@.25 -101.3880786337074 EXTERIOR -101.3880786337074 N.F.P IND. DETALLE DE CIMIENTO CORRIDO -101.3880786337074 -101.3880786337074 -101.3880786337074 -101.3880786337074 -101.3880786337074 NTN -1.40 INTERIOR -101.3880786337074 -101.3880786337074 NTN -0.40 4ø1/2"+2ø3/8" ø1/4"@.25 2ø3/8" N.F.P IND. -101.3880786337074 N.F.P IND. REMATE DE COLUMNAS Llenar concreto entre muros dentados Resto s/c EXTERIOR @.10 @.05 @.15 0.30 INTERIOR 0.30 0.30 \Fsimplex.shx;.15 DETALLE 1 \Fsimplex.shx;.15 Concreto F'C=210 Kg/cm2 Cimiento Llenar concreto entre muros dentados Placa de Muro de concreto armado albañilería existente .30 \A1;.60 \A1;.20 \A1;.25 \A1;.25 \A1;Ver Planta \A1;1.00 ø3/8"@.30 N.-0.40 -86.86856002776919 6ø3/8" 2ø1/2" -86.86856002776919 -86.86856002776919 NFP.-1.40 -86.86856002776919 D-D -86.86856002776919 N.-2.075 -86.86856002776919 \A1;.15 \A1;.825 \A1;.25 \A1;.60 \A1;Ver Planta \A1;.20 4ø3/8" ø3/8"@.30 N.-2.075 1ø1/2" ø3/8"@.25 B-B -87.26882597057285 -87.26882597057285 -87.26882597057285 -87.26882597057285 -87.26882597057285 ø3/8"@.20 NFP.-1.225 N.-0.40 -87.26882597057285 \A1;.15 \A1;.775 \A1;.25 \A1;.60 \A1;Ver Planta 4ø3/8" ø3/8"@.30 NFP.-0.45 N.-2.075 1ø1/2" ø3/8"@.25 E-E -87.26882597057285 -87.26882597057285 -87.26882597057285 -87.26882597057285 -87.26882597057285 ø3/8"@.20 NFP. -1.225 \A1;.16 \A1;.178 \A1;.28 \A1;1.00 \A1;.25 \A1;1.00 \A1;.25 Techo 1° piso 7ø3/8" 8ø1/2" ø3/8"@.30 ø3/8"@.30 -76.15652706644337 -76.15652706644337 -76.15652706644337 VC-6 -76.15652706644337 -76.15652706644337 -76.15652706644337 -76.15652706644337 8ø1/2" 7ø3/8" 8ø1/2" ø3/8"@.20 alternado VC-3 2° TRAMO C10 \A1;2.00 \A1;.60 \A1;.30 \A1;.10 \A1;1.00 \A1;.20 \A1;.20 \A1;2.00 \A1;1.00 \A1;2.80 \A1;.90 \A1;.20 \A1;.15 \A1;.05 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;.15 \A1;.20 \A1;1.50 \A1;2.00 \A1;.30 \A1;.60 \A1;.30 \A1;.60 \A1;.60 \A1;.60 5 1 2 A COEFICIENTE DE REDUCCION AMPLIFICACION SISMICA CATEGORIA "C" (USO) FACTOR DE AMPLIFICACION DEL SUELO PARAMETROS SISMICOS Empalmes y traslapes Muros en cara libre .....................2.0 cms. Muros en contacto con terreno ..........4.0 cms. Columnas y vigas de confinamiento ..................2.5 cms. Aligerados, vigas chatas, losas y escalera..........2.0 cms. Columnas y vigas estructurales ..................4.0 cms. Zapatas ........................8.0 cms. RNC que incluyen las normas Tecnicas de Edificacion E-060, E-070 , E-030 Normas de Diseño Sismo Resistente 50 diametros minimo ZONIFICACION Recubrimientos Reglamento U = 1.0 R = 3 C = 2.50 S = 1.00 Z = 0.40 Terreno : 4.0 Kg/cm2 Concreto: f'c=210 Kg/cm2 (Cemento tipo II) Sobrecargas: Indicadas ESPECIFICACIONES TECNICAS ciclopeo=Especificado en planos Acero : fy = 4200 kg/cm2. ESCALA 1/25 MURO M-1 5 .30 .10 6ø1/2" 5 NPT+0.00 ø1/2"@.125 Malla ø3/8"@.25 N+36.75 .20 2ø5/8" ø3/8"@.25 Profundidad de cimentacion: TIPO DE CIMENTACION PARAMETROS DE DISEÑO DE LA CIMENTACION: - Tipo de cimentación superficial, empleando cimentación corrida RESUMEN DE LAS CONDICIONES DE CIMENTACION - Df=1.00 m. desde el nivel actual de superficie del terreno 5 CIMENTACIÓN PLACA DE CONCRETO ARMADO 5 5 MURO EXISTENTE DETALLE 1 5 5 5 NOTA : PARA UN MEJOR COMPORTAMIENTO SE Acero de Viguetas ALIGERADO (h=0.20) .15 .05 ø1/4"@.25 .20 .10 .10 .30 .15 .20 CORTE 1-1 ø1/4":5@.10,R@.20 4ø1/2" 5 5 1 1 1 1 1 1 PLACA DE CONCRETO ARMADO VIGUETA DE LOSA ALIGERADA CIMENTACION CORTE A-A LOSA ALIGERADA CONCRETO ARMADO A A PROYECCIÓN DE LOSA ALIGERADA RELLENO BAJA DESAGUE DE 4" FALSA COLUMNA 5 1ø5/8" 1ø5/8" inferior superior 5 VIGUETA DE LOSA ALIGERADA 1ø5/8" 1ø5/8" Malla de temperatura PUEDE UTILIZAR CASETONES DE POLIESTIRENO EXPANDIDO de concreto armado 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	anchored, armed, autocad, base, concrete, DETAIL, DWG, flown, FOUNDATION, foundations, fundament, plate, small, structure, structures, work