Fireplace Stove DWG Detail for AutoCAD

Fireplace Stove DWG Detail for AutoCAD

Chimney – Fireplace stove – Technical specifications details

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

Internal down payment hg, Existing canoe, drain, Canoe hg cm, Hg, Slot in wall, plant, side view, Cut by, front view, Fireplace detail, scale, scale, Detail canoe around chimney, scale, Detail of beams columns, scale, The dimensions are in except where indicated differently., Properties of materials, Concrete: compression days strength:, Steel for reinforcement: yield strength:, Structural notes, different., Continue the column rings except where indicated, In all reinforced concrete joints must be, Except where indicated by the minimum lengths of the, Reinforcement splicing hooks are as follows:, splice, hook, dipstick, It should splice more than half of the reinforcement., In a single section of a reinforced concrete element is not, Beams, Reinforcement coatings: foundations: columns:, Of the bottom of the laundry., The concrete should not be thrown from a higher height, In all concrete casting of vertical elements, Must be continued through the concrete tapyles., Where all reinforced concrete columns are, Structural elements in general:, The nascent columns at the intersection of two levels, Of foundation must be built from the deepest level, Must contain hydrated lime with a proportion of, Mortar for bonding concrete blocks as well as for, Part of lime for parts of cement made with, Cement manpocem, In the walls of concrete blocks must be filled with, Concrete all that lodge the reinforcement both horizontal, As vertical, Slab of cm cm a.d, Concrete slab of cm thick mesh cm a.d, note, The exterior finish of the chimney will be clay tile, Material to choose by the client, Wall blasted in cm thick, Mesh in both directions, See detail beam, Sky projection, existing, Roof projection, existing, see detail, See detail beam, Windows of tempered glass, Thick smoke color, Aluminium frame, Windows of tempered glass, Thick smoke color, Slides, Npt, home, Smoke detectors, Wood reserve, Npt, Cm a.d mesh, Duct projection, Roof projection, Sky projection, existing, Smoke escape, See column detail, Grill smooth rod cm, Column break, Of beam type, Existing block wall, Duct projection, Npt, Concrete subfloor in thickness, Cm a.d mesh, Packed with compacted ballast, Npt, ceramics, Rustic, Npt, Ash chamber, Packed with compacted ballast, Concrete subfloor in thickness, Cm a.d mesh, Grill smooth rod cm, home, existing, conduit, See detail of beam, Wall blasted in cm thick, Mesh in both directions, Hoops cm, Grille rod smooth cm a.d, See detail beam, Smoke detectors, Hoops cm, See detail of beam, Tile refractor, To choose on the job, Cm a.d mesh, Wall in concrete blocks, Cm, Vertical reinforcement cm horizontal cm, With fine repellency on the inner faces, Beam Ring Rings cm, Sky projection, existing, Recessed crown plug, Soldier life ring, Block wall, existing, Cm a.d mesh, Existing beam, Wall in concrete blocks, Cm, Vertical reinforcement cm horizontal cm, With fine repellency on the inner faces, The ring girder build the crown, Should be linked by means of, Hilti red heat type steel tacos with, Weld the frame, see detail, Mesh a.d, Hoops cm, Roof projection, See detail beam, Mesh a.d, Npt, Block wall, existing, Bell, Duct projection, Sky projection, existing, see detail, existing, Roof projection, Reinforcement cm, Beam type, Hoops cm, Hoops cm, From foundation plate, Type column, Vertical reinforcement cm, Vertical reinforcement, Column cm, Beam ring cm, Hoops cm, Beam type, Hoops cm, Beam type, Hoops cm, Beam type

Raw text data extracted from CAD file:

\A1;1.92 \A1;1.20 \A1;0.72 \A1;0.28 \A1;0.72 \A1;0.38 \A1;0.40 \A1;0.20 \A1;1.20 \A1;0.30 \A1;0.45 \A1;0.45 \A1;1.20 \A1;0.72 \A1;0.42 \A1;0.40 \A1;0.92 \A1;0.30 \A1;0.98 \A1;0.95 \A1;0.47 \A1;0.48 \A1;1.09 \A1;0.72 \A1;0.40 \A1;0.22 \A1;0.10 \A1;0.20 \A1;0.55 \A1;0.38 \A1;0.40 \A1;0.20 \A1;0.80 \A1;0.42 \A1;0.20 \A1;1.42 \A1;0.48 \A1;0.47 \A1;1.60 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.55 \A1;0.20 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.38 \A1;0.20 \A1;1.22 \A1;0.20 \A1;0.78 \A1;0.20 \A1;0.27 \A1;0.30 \A1;0.40 \A1;1.60 \A1;R0.19 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.95 \A1;0.75 \A1;0.33 \A1;0.75 \A1;1.17 \A1;0.32 \A1;1.03 \A1;1.09 \A1;1.78 \A1;2.40 \A1;4.37 \A1;0.45 \A1;0.30 \A1;0.45 BAJANTE INTERNO HG #24 CANOA EXISTENTE DESAGUE A CANOA HG #24 5x10 cm BOTAGUAS HG #24 RANURA EN MURO \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.90 \A1;0.88 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.22 \A1;0.20 PLANTA VISTA LATERAL CORTE POR B-B CORTE POR A-A VISTA FRONTAL DETALLE DE CHIMENEA 5 5 5 5 5 5 5 5 5 ESCALA 1:20 A A B B 5 5 5 ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 5 5 5 5 5 5 5 5 5 5 5 5 0.40 0.22 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE 1. CANOA ALREDEDOR DE CHIMENEA ESCALA 1:10 DETALLE DE VIGAS Y COLUMNAS ESCALA 1:10 5 5 5 0.40 5 - LAS DIMENSIONES ESTAN EN m EXCEPTO DONDE SE INDIQUE DIFERENTE. 2 Fy=2300Kg/cm. PROPIEDADES DE LOS MATERIALES - CONCRETO: RESISTENCIA A COMPRESION A 28 DIAS: f'c=210Kg/cm. 2 - ACERO PARA REFUERZO: Gr40 ESFUERZO DE CEDENCIA: NOTAS ESTRUCTURALES DIFERENTE. CONTINUARSE LOS AROS DE LA COLUMNA EXCEPTO DONDE SE INDIQUE - EN TODAS LAS UNIONES VIGA-COLUMNA DE CONCRETO ARMADO DEBEN - EXCEPTO DONDE SE INDIQUE DIFERENTE, LAS LONGITUDES MINIMAS DE LOS GANCHOS A 90° Y DE EMPALMES DEL REFUERZO SON LAS SIGUIENTES: 0.040 0.020 3 2 0.020 0.040 EMPALME GANCHO A 90° VARILLA 0.055 0.025 4 DEBE EMPALMAR MAS DE LA MITAD DEL REFUERZO. - EN UNA MISMA SECCION DE UN ELEMENTO DE CONCRETO REFORZADO NO SE VIGAS: 20 - RECUBRIMIENTOS DEL REFUERZO: CIMIENTOS: 40, COLUMNAS: 20, 1.5m DEL FONDO DE LA COLADA. MUROS) EL CONCRETO NO DEBE LANZARSE DESDE UNA ALTURA SUPERIOR A - EN TODA COLADA DE CONCRETO DE ELEMENTOS VERTICALES (COLUMNAS Y DEBEN CONTINUARSE A TRAVES DE LOS TAPICHELES DE CONCRETO. - DONDE SEA APLICABLE, TODAS LAS COLUMNAS DE CONCRETO REFORZADO - ELEMENTOS ESTRUCTURALES EN GENERAL: - LAS COLUMNAS NACIENTES EN LA INTERSECCION DE DOS NIVELES DE CIMENTACION DEBEN CONSTRUIRSE DESDE EL NIVEL MAS PROFUNDO REPELLOS DEBERA CONTENER CAL HIDRATADA CON UNA PROPORCION DE -TODO EL MORTERO PARA PEGA DE BLOQUES DE CONCRETO ASI COMO PARA 1 PARTE DE CAL POR 4 PARTES DE CEMENTO O FABRICARSE CON CEMENTO " MANPOCEM " - EN LAS PAREDES DE BLOQUES DE CONCRETO DEBEN RELLENARSE CON CONCRETO TODAS LAS QUE ALOJAN EL REFUERZO TANTO HORIZONTAL COMO VERTICAL 5 LOSA DE 5 cm ,MALLA #2 @10 cm a.d LOSA DE CONCRETO DE 5 cm DE ESPESOR MALLA #2 @10 cm a.d 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0+0.00 0+0.18 NOTA EL ACABADO EXTERIOR DE LA CHIMENEA SERA ENCHAPE DE LOSETA DE BARRO O MATERIAL A ESCOGER POR EL CLIENTE MURO CHORREADO EN 10 cm DE ESPESOR MALLA #2 @15 cm AMBAS DIRECCIONES VER DETALLE VIGA 2 PROYECCION DE CIELO EXISTENTE PROYECCION DE CUBIERTA EXISTENTE #3 @ 15 cm VER DETALLE 1 VER DETALLE VIGA 4 VENTANILLAS DE VIDRIO TEMPLADO COLOR HUMO 9mm DE ESPESOR MARCO DE ALUMINIO VENTANILLAS DE VIDRIO TEMPLADO COLOR HUMO 9mm DE ESPESOR , CORREDIZAS NPT : 0+0.18 HOGAR TRAMPA DE HUMO RESERVA DE LEÑA NPT : 0+0.00 MALLA #2 @10 cm a.d PROYECCION DE CONDUCTO PROYECCION DE CUBIERTA PROYECCION DE CIELO EXISTENTE EXISTENTE ESCAPE DE HUMO VER DETALLE COLUMNA 1 PARRILLA VARILLA LISA #3 @5 cm COLUMNA A PARTIR DE VIGA TIPO 1 PAREDED DE BLOQUE EXISTENTE PROYECCION DEL CONDUCTO NPT : 0+0.00 CONTRAPISO CONCRETO 10 cm ESPESOR MALLA #3 @15 cm a.d RELLENO CON LASTRE COMPACTADO NPT : 0+0.18 CERAMICA RUSTICA NPT : 0+0.00 CAMARA PARA CENIZAS RELLENO CON LASTRE COMPACTADO CONTRAPISO CONCRETO 10 cm ESPESOR MALLA #3 @15 cm a.d PARRILLA VARILLA LISA #3 @5 cm HOGAR EXISTENTE CONDUCTO VER DETALLE DE VIGA 2 (VIGA ANILLO) MURO CHORREADO EN 10 cm DE ESPESOR MALLA #2 @15 cm AMBAS DIRECCIONES 5 #3, AROS #3 @15 cm PARRILLA VARILLA LISA #3 @5 cm a.d VER DETALLE VIGA 1 TRAMPA DE HUMO 4 #3 AROS #2 @10 cm VER DETALLE DE VIGA 5 VER DETALLE DE VIGA 2 ENCHAPE DE LOSETA REFRACTRIA A ESCOGER EN OBRA MALLA #2 @15 cm a.d MURO EN BLOQUES DE CONCRETO DE 10 x 20 x 40 cm REFUERZO VERTICAL #3 @ 40 cm Y HORIZONTAL # 2 @ 20 cm CON REPELLO FINO EN LAS CARAS INTERNAS VIGA ANILLO 10x20 cm, 4 #3, AROS #2 @15 cm #3 @10 cm PROYECCION DE CIELO EXISTENTE TACO EMPOTRADO A CORONA Y SOLDADO A VIDA ANILLO PARED DE BLOQUE EXISTENTE MALLA #2 @10 cm a.d MALLA #2 @15 cm a.d VIGA EXISTENTE MURO EN BLOQUES DE CONCRETO DE 10 x 20 x 40 cm REFUERZO VERTICAL #3 @ 40 cm Y HORIZONTAL # 2 @ 20 cm CON REPELLO FINO EN LAS CARAS INTERNAS LA VIGA ANILLO A CONSTRUIR Y LA CORONA EXISTENTE DEBEN SER UNIDAS POR MEDIO DE TACOS DE ACERO TIPO HILTI O RED HEAT CON SOLDADURA A LA ARMAURA VER DETALLE 1 MALLA # 3 @ 0,15 a.d 10x20 cm, 4 #2, AROS #2 @15 cm PROYECCION DE CUBIERTA VER DETALLE VIGA 3 MALLA # 3 @ 0,15 a.d NPT : 0+0.00 PARED DE BLOQUE EXISTENTE CAMPANA PROYECCION DE CONDUCTO PROYECCION DE CIELO EXISTENTE VER DETALLE 1 EXISTENTE PROYECCION DE CUBIERTA 5 5 5 5 REFUERZO #3 @10 cm VIGA TIPO 4 VIGA TIPO 5 5 10x20 cm, 4 #2, AROS #2 @15 cm 5 5 4 #3 AROS #2 @10 cm DESDE PLACA DE CIMENTACION COLUMNA TIPO 1 REFUERZO VERTICAL #2 @10 cm REFUERZO VERTICAL #4 COLUMNA 10x10 cm 5 VIGA ANILLO 10x20 cm 5 5 #3, AROS #3 @15 cm VIGA TIPO 1 4 #3, AROS #2 @15 cm VIGA TIPO 2 5 5 5 5 5 5 4 #2, AROS #2 @15 cm VIGA TIPO 3 5 0.22 5

Language	Spanish
Drawing Type	Detail
Category	Climate Conditioning
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood
Measurement Units
Footprint Area
Building Features	Fireplace, Car Parking Lot
Tags	autocad, boiler, chaudière, chimney, DETAIL, details, DWG, fireplace, fireplace stoves, fireplaces, kamin ofen, kessel, open fire stove, specifications, stove, technical