Trade Hotel – Structures DWG Detail for AutoCAD

Trade Hotel – Structures DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

cistern, mortar:, steel coating, beam column detail, concrete – beams, reinforced concrete :, concrete – columns, overload :, steel, concrete, cyclopean :, surplus :, resistance, foundation :, overlap, stone, median, maximum, technical specifications, high tank detail, foundation detail, shoe detail, cistern detail, sedimentation pit, screed, compacted earth, tank tank lid, sump box, sanitary lid, cat ladder, split stone filling, grate , central shoe detail, stair detail, both directions, catwalk, discotheque, restaurant, kitchen, shop, garage, design, hostel-commerce, location, specialty, project, owner, professional, indicated, scale, date, concrete plate , table of columns, dimension, abutments, type, plates, variable, horizontal and vertical, lightened: second floor, lightened: third floor, file cad:, lightened: first floor

Raw text data extracted from CAD file:

\A1;.30 \A1;.45 \A1;.60 \A1;1.20 \A1;.15 \A1;.10 \A1;.50 \A1;.30 \A1;1.20 \A1;.35 \A1;.10 \A1;.50 \A1;1.70 \A1;.60 \A1;.15 \A1;.60 \A1;1.70 \A1;.15 \A1;.15 \A1;.15 \A1;.60 \A1;.10 \A1;.35 \A1;.50 \A1;.35 \A1;.10 \A1;.40 \A1;1.80 \A1;5.10 \A1;.40 \A1;.40 \A1;.40 \A1;.30 \A1;.30 \A1;.20 \A1;.30 \A1;.30 \A1;.75 \A1;1.40 \A1;.50 \A1;.50 \A1;16.50 \A1;1.98 \A1;1.65 \A1;2.75 \A1;3.56 \A1;2.60 \A1;2.15 \A1;14.69 \A1;14.08 \A1;16.10 CISTERNA \A1;.70 \A1;.70 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.60 \A1;.85 \A1;.85 \A1;1.25 \A1;1.00 \A1;1.00 \A1;1.25 \A1;.85 \A1;1.00 \A1;.85 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.25 \A1;1.00 \A1;1.00 \A1;.70 \A1;.70 \A1;.60 \A1;1.00 \A1;.70 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.25 \A1;1.00 \A1;1.00 \A1;1.25 \A1;1.00 \A1;.70 \A1;.85 \A1;.85 \A1;1.00 \A1;1.25 \A1;.60 \A1;1.00 \A1;1.00 \A1;.70 \A1;.70 \A1;1.00 \A1;.60 \A1;3.56 \A1;2.15 \A1;2.60 \A1;2.75 \A1;1.65 \A1;1.98 \A1;1.25 \A1;1.00 \A1;1.00 ESTRUCTURA ( CIMENTACION ) PLANO: 4/9 d 5/8" = 60 cm TECHO 1 PISO 200 kg/m PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). TECHO 2 PISO MORTERO: 200 kg/m. LOSAS Y ESCALERA- 3.00 cm CIMENTACION- 7.5 cm COLUMNA Y ZAPATAS RECUBRIMIENTO DEL ACERO DETALLE DE COLUMNA CON VIGA 0.0 CORTE ESC ; 1/25 fc = 210 kg/cm2 fc = 210 kg/cm2 CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 3 kg/cm2 (verificar en obra) CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO fy = 4200 kg/cm2 CONCRETO - VIGAS CONCRETO ARMADO: CONCRETO - COLUMNAS SOBRECARGA: ACERO CONCRETO CICLOPEO: SOBRECIMIENTO: RESISTENCIA CIMIENTO: d 1/2" = 50 cm d 3/8" = 40 cm TRASLAPE PIEDRA MEDIANA 3" MAXIMO ESPECIFICACIONES TECNICAS DETALLE TANQUE ELEVADO VOL.= 1.50 M3 3% PEND. \A1;2.00 1/2" @ 0.30 / 0 3/8" @ .25 / 0 \A1;3.85 N.P.T. + 11.45 ESC ; 1/25 .90 \A1;1 @ 0.05 \A1;.05 \A1;.10 DETALLE DE CIMIENTOS 1.10 0.8889371176014151 0.8889371176014151 0.8889371176014151 d1/2"@0.20 DETALLE DE ZAPATA ESC ; 1/25 Z-1 1.108615098517504 VOL.= 3.00 M3 CORTE ESC ; 1/25 DETALLE CISTERNA \A1;.65 \A1;.35 2.70 \A1;45.00° \A1;2.20 FOSA DE SEDIMENTACION 0.0039576240381791 d1/2"@0.20 0.8889371176014151 0.8889371176014151 0.8889371176014151 1.20 0.8889371176014151 SOLADO 3@0.15 0 / 1.108615098517504 N.P.T. - 0.05 d1/2"@0.20 N.P.T. + 0.00 1/2" @ 0.30 3/8" @ .25 0 / \A1;.80 ESC : 1/25 \A1;1.45 CORTE 1-1 .50 TIERRA COMPACTADA 0.0039576240381791 NFP -0.05 NFP -0.05 0.05 ACABADOS 0.10 1.20 .80 NFP -0.05 \A1;.25 \A1;.05 \A1;.10 \A1;.15 .30 CORTE 3-3 \A1;2.45 -0.884979493563236 -0.884979493563236 DE d 1" MAX. TAPA DE TANQUE CISTERNA \A1;.75 \A1;.45 \A1;.15 CAJA SUMIDERO DE .30x.30x.30 TAPA SANITARIA ESCALERA DE GATO TAPA .80 x .80 -0.884979493563236 -0.884979493563236 .15 \A1;3 @ 0.15 \A1;2 ADIC. -0.884979493563236 -0.884979493563236 RELLENO DE PIEDRA PARTIDA REJILLA d3/8"@.25 ESCALERA DE GATO TAPA .80 x .80 TAPA SANITARIA CORTE 2-2 .50 -0.884979493563236 -0.884979493563236 d3/8"@.25 d3/8"@.25 d3/8"@.25 2do. PISO .50 \A1;Rto @ 0.20 \A1;5 @ 0.10 \A1;3 @ 0.15 .30 \A1;3 @ 0.15 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;1 @ 0.05 \A1;0.20 NFP -0.05 .80 NFP -0.05 \A1;.25 NFP -0.05 \A1;.10 \A1;.05 .15 \A1;.15 .15 0.60 0.05 PISO TERMINADO 0.10 0.05 DETALLE DE ZAPATA CENTRAL ESC ; 1/25 Z-1 d1/2"@0.20 0.05 ACABADOS -3.344882708616012 d1/2"@0.20 3@0.15 SOLADO -3.344882708616012 d5/8"@.20 -17.85628731399396 1.10 -17.85628731399396 NFP -0.05 TIERRA COMPACTADA 0.10 NFP -0.05 3@0.15 -3.344882708616012 SOLADO d5/8"@0.20 -17.85628731399396 NFP -0.05 Z-1 -3.344882708616012 -3.344882708616012 -3.344882708616012 -3.344882708616012 -3.344882708616012 -3.344882708616012 ESC : 1/25 DETALLE DE ESCALERA d1/2"@ 0.25 N.F.T. +0.40 NFP -0.05 CORTE 4-4 .50 1.20 .30 \A1;.15 \A1;.10 \A1;.05 .80 \A1;.25 8d1/2"@0.15 .40 6d3/4" .15 .60 ZUNCHO d 1/4" @ .15 d.3/8" @.05,5@10,3@.15 RESTO .20 .15 6d1/2" d.1/4" 1@.05, 5@.10, 3@.15 RESTO .20 .40 -0.6692427249992647 16 15 14 13 12 11 10 8 9 7 6 4 5 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 d1/2"@ 0.25 d 3/8" @ 0.20 ambos sentidos -0.6692427249992647 \A1;1.65 d 1/2" @ 0.20 ambos sentidos \A1;2.00 \A1;2.00 d 1/2" @ 0.25 .20 d1/2"@ 0.25 d1/2"@ 0.25 7 3.378274638527415 ambos sentidos d 1/2" @ 0.20 ambos sentidos 19.68196776059696 d 3/8" @ 0.20 d 1/2" @ 0.25 4 d 1/2" @ 0.25 6 5 d 1/2" @ 0.25 ESC : 1/25 DETALLE DE ESCALERA 2 1 3 \A1;1.65 N.F.T. +0.40 10 11 12 13 14 16 8 9 15 17 19.68196776059696 19.68196776059696 .50 19.68196776059696 NFT + 0.40 F E D C-4 2.11 1.88 2 C-1 C-4 C-1 4 NFP + 0.40 C-1 \A1;3.11 2 C-1 CIMENTACION DE ESCALERA( B ) C-1 2 2 2 B C A C-1 C-2 2 2 Z-1 2 2 3 2 Z-1 C-1 2 C-2 2 CIMENTACION DE ESCALERA ( A ) 1 2 2 2 2 Z-1 3 C-1 1 2 2 C-2 2 1 1.08 \A1;4.61 \A1;3.13 16.40 \A1;3.76 14.09 C-1 \A1;6.98 1 \A1;1.50 H G 2 \A1;4.56 1 C-1 D \A1;6.18 1 C-2 1 B C-1 C \A1;1.85 C-2 \A1;3.82 4 5 3 2 2 3 1 2 4 5 6 G -28.52230598852805 PASADIZO DISCOTECA RESTAURANTE COCINA BAÑ0 BAÑ0 TIENDA BAÑ0 BAÑ0 GARAGE 5 5 5 5 5 5 5 14.08 5 DISEÑO COMERCIO-HOSTAL UBICACION ESPECIALIDAD PROYECTO PROPIETARIO PROFESIONAL INDICADA ESCALA FECHA CISTERNA PLACA DE CONCRETO PLACA DE CONCRETO C-3 C-3 CUADRO DE COLUMNAS DIMENSION ESTRIBOS TIPO RESTO .20 d1/2" 3@.05, 5@.10, 5@.15 4d1"+2d3/4" .40 .40 C-1 C-2 C-3 C-4 PLACAS .15 d1/2"@.20 VARIABLE HORZONTALES Y VERTICALES 200 kg/m. TECHO 3 PISO VB (.15x.20) C-2 V-1(.30x.50) V-1(.30x.50) V-1(.30x.50) V-1(.30x.50) V-1(.30x.50) V-1(.30x.50) V-2(.30x.50) V-2(.30x.50) V-2(.30x.50) V-2(.30x.50) V-2(.30x.50) V-2(.30x.50) V-4(.30x.50) V-4(.30x.50) V-5(.30x.50) V-3(.30x.50) V-5(.30x.50) V-5(.30x.50) VB (.15x.20) VB (.15x.20) VB (.15x.20) VB (.15x.20) VB (.15x.20) V-2(.30x.50) VB(.15x..20) V-3(.30x.50) V-3(.30x.50) V-3(.30x.50) V-3(.15x.50) V-3(.15x.50) V-3(.15x.50) V-3(.15x.50) 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 5 5 5 5 1d3/8" 1d3/8" 5 5 1d1/2" 5 1d1/2" 5 1d1/2" 1d3/8" 1d3/8" 5 5 5 5 5 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 V-1(.30x.50) 1d1/2" ALIGERADO: SEGUNDO PISO V-2(.30x.50) 5 1d1/2" V-2(.30x.50) 5 VB(.15x..20) V-3(.30x.50) 1d1/2" 1d1/2" V-2(.30x.50) V-2(.30x.50) V-4(.30x.50) 5 1d1/2" V-5(.30x.50) V-1(.30x.50) 1d1/2" 5 5 1d1/2" 5 V-2(.30x.50) 1d1/2" 5 1d1/2" V-1(.30x.50) V-3(.30x.50) V-3(.15x.50) 1d1/2" V-1(.30x.50) 1d1/2" V-2(.30x.50) 5 1d1/2" 1d3/8" 5 VB (.15x.20) 1d3/8" 1d3/8" 5 5 1d1/2" 1d1/2" V-4(.30x.50) V-5(.30x.50) 1d1/2" 5 5 1d3/8" 1d1/2" 5 V-3(.30x.50) 5 V-1(.30x.50) 1d3/8" 5 VB (.15x.20) VB (.15x.20) 1d1/2" 1d3/8" 1d3/8" V-5(.30x.50) VB (.15x.20) V-3(.15x.50) V-3(.15x.50) 1d1/2" V-1(.30x.50) V-3(.30x.50) V-3(.15x.50) S/C= 400 Kg/m2 S/C= 400 Kg/m2 ESCALA : 1 / 50 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 5 5 ALIGERADO: TERCER PISO V-2(.30x.50) V-2(.30x.50) V-2(.30x.50) V-4(.30x.50) V-5(.30x.50) 5 5 5 5 V-1(.30x.50) S/C= 400 Kg/m2 ESCALA : 1 / 50 V-1(.30x.50) V-2(.30x.50) V-4(.30x.50) V-2(.30x.50) VB(.15x..20) 5 V-1(.30x.50) 5 V-5(.30x.50) 5 5 5 V-2(.30x.50) V-3(.30x.50) V-3(.30x.50) 5 5 V-1(.30x.50) V-3(.15x.50) VB (.15x.20) 5 5 V-1(.30x.50) 5 V-1(.30x.50) V-3(.15x.50) VB (.15x.20) VB (.15x.20) V-5(.30x.50) VB (.15x.20) 5 5 V-3(.15x.50) V-3(.30x.50) V-3(.30x.50) V-3(.15x.50) V-2(.30x.50) V-2(.30x.50) 1d1/2" 1d3/8" 1d3/8" ESCALA PLANO: 5/9 FECHA DISEÑO ARCHIVO CAD: ESTRUCTURA ( ALIGERADO 1er, 2do y 3er Piso ) PROYECTO UBICACION ESPECIALIDAD PROPIETARIO PROFESIONAL COMERCIO-HOSTAL INDICADA ALIGERADO: PRIMER PISO C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-4 C-4 ANCHO 0.60 mt. \A1;ENSANCHAMIENTO DE VIGA ANCHO 0.60 mt. \A1;ENSANCHAMIENTO DE VIGA 5 2 3 4 5 6 \A1;3.13 \A1;3.76 \A1;3.82 \A1;4.61 C B \A1;1.85 \A1;6.18 D \A1;4.56 G \A1;1.50 H 5 \A1;6.98 \A1;3.11 4 1.88 2.11 2 2 3 5 5 5 G F E D C B A 5 5 5 \A1;4.61 \A1;3.13 \A1;3.76 \A1;3.82 2 3 4 5 6 \A1;4.61 \A1;3.76 \A1;3.13 \A1;3.82 2 3 4 5 6 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 2 2.11 3 2 4 1.88 \A1;3.11 \A1;6.98 5 2 2 2.11 1.88 3 4 5 \A1;3.11 \A1;6.98 ESCALA : 1 / 50

Language	Spanish
Drawing Type	Detail
Category	Hotel, Restaurants & Recreation
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garage
Tags	accommodation, autocad, casino, construction, cuts, DETAIL, details, DWG, hostel, Hotel, Restaurant, restaurante, sizing, spa, specifications, structure, structures, trade