Chapel DWG Section for AutoCAD

Chapel design – Plants – Sections – Elevations – Details

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

ceiling projection, lectern, atrium, longitudinal nave, pulpit, high altar, sacristy, bb cut, aa cut, gypsum plaster ceiling, natural terrain, main elevation, lateral elevation, truss ceiling, ridge beam, see detail to, structures, npt, strips, fixation, overlap, hooks, ridge, beam ridge, roof over brick wall, foundation, plant, facade, kwh, electrical installations, huari, architecture, community of carhuayoc, date, wood, observation, elem., design, review, standards, material: brick, owner:, project:, direction:, region:, plane:, jbl, rnc, tat, name, province:, ancash, sheet:, san marcos, district:, foundations, section bb, section aa, technical specifications, others :, coatings :, concrete: column table, chapel of carhuayoc, iron, shoe, tipica section, section dd, will be pvc-l for lighting circuits and receptacle, pvc-p, thermoplastic type tw for circuits and thw for feeders., will be for recessed, wood with door, will have switches, and curves will be made in the factory, it will not be allowed to leave splices of, for the rest of circuits and feeders, the junctions, connections to the box, receptacles , as indicated., pipes, conductors, switches, boards, electric energy meter, ceiling light output, single phase single outlet, earthing hole, single switch – double, legend, description, electrical distribution board, symbol , tacho, – -, height, single-line diagram, structure tower, detail grounded to ground

Raw text data extracted from CAD file:

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TERRENO NATURAL -44.81127674040165 -44.81127674040165 -18.5924831947256 S=36% -18.5924831947256 ELEVACION PRINCIPAL -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 -18.5924831947256 +1.05 -18.5924831947256 -18.5924831947256 -18.5924831947256 TERRENO NATURAL d=65° Aprox. ELEVACION LATERAL -18.5924831947256 +.00 +.70 \A1;1.00 \A1;1.00 \A1;.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.30 \A1;.30 \A1;.25 \A1;.40 \A1;.40 \A1;.25 \A1;.25 \A1;.50 \A1;.80 \A1;.10 \A1;.30 \A1;.25 \A1;.50 \A1;.80 \A1;.10 \A1;.40 \A1;.30 \A1;.10 \A1;.80 \A1;.15 \A1;1.00 \A1;.20 \A1;.20 \A1;.05 \A1;.45 \A1;1.00 \A1;14.50 \A1;1.675 \A1;.80 \A1;1.675 \A1;.80 \A1;3.20 \A1;1.80 \A1;2.05 \A1;8.15 \A1;.40 \A1;.40 \A1;.40 \A1;2.975 \A1;2.975 \A1;4.30 \A1;14.00 \A1;.20 \A1;1.475 \A1;.90 \A1;3.00 \A1;.20 \A1;1.475 \A1;.40 \A1;.40 \A1;.25 \A1;.40 \A1;1.00 \A1;.55 \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.90 \A1;2.00 \A1;.25 \A1;4.30 \A1;.25 \A1;.30 \A1;.25 \A1;.30 \A1;4.30 \A1;.30 \A1;R.50 \A1;7.00 -77.27158720052154 -77.27158720052154 Z-3 -77.27158720052154 3 3 C-3 -77.27158720052154 A B 1 C-2 Z-1 1 1 C-1 Z-2 2 Z-1 1 1 Z-3 3 3 -77.27158720052154 C-3 C D 1 1 C-2 C-1 Z-2 1 1 2 2 Z-1 Z-1 -77.27158720052154 -77.27158720052154 C-1 4 Z-1 1 1 C-1 3 -77.27158720052154 C-1 A 1 1 5 Z-1 1 1 1 1 C-1 C-1 Z-1 1 1 -77.27158720052154 C-2 1 1 B’ Z-1 C-1 C Z-1 -52.90245000705298 -52.90245000705298 -52.90245000705298 -52.90245000705298 B -52.90245000705298 -52.90245000705298 -52.90245000705298 TECHO ENTRAMADO A +.175 -52.90245000705298 CORREAS 2″x6″ CORREAS 2″x6″ CORREAS 2″x6″ VIGA CUMBRERA VER DETALLE A CORREAS 2″x6″ CORREAS 2″x6″ B -52.90245000705298 A -76.1242073740388 -76.1242073740388 ESTRUCTURAS VC-102 -76.1242073740388 -76.1242073740388 A 1 C-3 B VC-102 VC-101 C-1 3 C-1 2 -76.1242073740388 V-101 VC-101 C-2 V-102 VC-102 -76.1242073740388 C-3 C D VC-101 C-1 C-2 C-1 -76.30350919101545 -76.1242073740388 VC-101 C-1 4 VC-101 V-101 -76.30350919101545 C-1 A 5 VC-101 C-2 B’ VC-101 VC-101 VC-101 C-1 C-1 C VC-101 VC-101 VC-201 VC-201 VC-201 C-4 C-4 VC-201 C-4 C-4 2 Ø 5/8″ A A -26.02661828478767 \fSimplex|b0|i0|c0|p0;1 Ø 5/8″ \fSimplex|b0|i0|c0|p0;1 Ø 5/8″ -25.92080177597272 B B -26.02661828478767 2 Ø 5/8″ -26.02661828478767 -26.02661828478767 -26.02661828478767 -4.112657808991685 -4.112657808991685 -4.112657808991685 -4.112657808991685 C C D D D D -23.9809901765079 -23.9809901765079 -23.9809901765079 -23.9809901765079 -23.9809901765079 -23.9809901765079 -23.9809901765079 2 Ø 1/2″ \fSimplex|b0|i0|c0|p0;2 Ø 1/2″ \fSimplex|b0|i0|c0|p0;2 Ø 1/2″ -2.058057704054136 -2.058057704054136 -2.058057704054136 -2.058057704054136 -1.198724163403327 -1.248724163403324 Z-1 -1.248724163403324 Ø1/2″ @ .15 -1.073016424555703 -1.248724163403324 -1.173724163403321 -1.248724163403324 Z-2 Ø1/2″ @ .15 -1.238620250360228 -1.248724163403324 -1.005803132074576 -1.18052338563551 -1.18052338563551 -1.248724163403324 Z-3 Ø1/2″ @ .15 -1.345259509141002 -1.10332149473237 -1.025200113709246 -1.10332149473237 -1.10332149473237 -1.166676000054622 N.P.T. -0.9506945480551678 -1.10332149473237 -1.155543647010575 N.P.T. -0.994626491012923 -0.9238813430064283 -0.994626491012923 -0.994626491012923 -1.075205099567768 N.P.T. -0.9854390390916734 -0.9011874820997008 -0.9854390390916734 -0.9854390390916734 -0.9854390390916734 -0.9854390390916734 \A1;Solado -1.708057704054141 -1.708057704054141 TIRAFONES 0.15 FIJACION TRASLAPO GANCHOS 0.15 TRASLAPO CUMBRERA Viga Cumbrera TECHO ENTRAMADO SOBRE MURO DE LADRILLO Friso 6″x1″ Correa 6″x2″ \A1;3.55 \A1;3.575 \A1;4.75 \A1;4.60 \A1;3.10 \A1;1.80 \A1;4.60 \A1;3.575 \A1;1.80 \A1;4.75 \A1;4.60 \A1;2.10 \A1;3.55 \A1;1.80 \A1;1.80 \A1;4.60 \A1;3.575 \A1;3.575 CIMENTACION -37.10758307864978 3 3 C5 C5 D 3 3 3 3 C -37.10758307864978 \A1;.25 \A1;2.35 \A1;.15 \A1;.15 \A1;2.70 \A1;.15 \A1;2.75 \A1;3.00 -82.69608311221195 -82.69608311221195 -82.69608311221195 -83.13766215765268 PLANTA -82.69608311221195 -82.69608311221195 -82.69608311221195 -82.69608311221195 SACRISTIA \A1;2.50 \A1;2.40 \A1;1.10 -82.13713799564766 -82.23291363515034 FACHADA -82.13713799564766 KWH s -20.41684125234184 \A1;Varilla de cobre WILD-Ø20 mm. -20.41684125234184 -20.41684125234184 \A1;Tierra cernida y compactada libre de piedras \A1;N.P.T. -20.41684125234184 -20.41684125234184 \A1;Conector tipo AB \A1;Tapa .60x.50 \A1;PVC-SAP Ø20 mm. 1×6 mm.-TW \A1;Sal común \A1;Carbón vegetal \A1;2.40 \A1;.10 \A1;.10 \A1;.80 \A1;.90 NAVE LONGITUDINAL INSTALACIONES ELECTRICAS ATRIO ALTAR MAYOR \A1;2.625 \A1;3.000 HUARI PLAZA DE ARMAS S/N ARQUITECTURA COMUNIDAD DE CARHUAYOC 23.12.00 Fecha Madera Alfeizer 1.80 Observación L 1.00 2.00 2.50 3.10 H Elem. V-1 P-1 Diseño Revis. Normas 28.12.00 Material : LADRILLO PROPIETARIO : PROYECTO : DIRECCION : REGION : PLANO : J.B.L. R.N.C. T.A.T. Nombre PROVINCIA : : ANCASH A-01 Escala 1:50 LAMINA : SAN MARCOS DISTRITO : CIMENTACIONES ESCALA 1:50 SECCION B-B SECCION A-A ESCALA 1:25 6.487396029423849 6.487396029423849 6 Ø1/2″ Estribos Ø3/8″, 1 @ .05, 3 @ .10, Resto @ .20 6.487396029423849 4 Ø5/8″+2 Ø1/2″ 6.487396029423849 -RESISTENCIA TERRENO: 1.0 Kg/cm2. -SOBRECARGAS: 150 Kg/cm2. -FALSO PISO: concreto simple 1:8 ESPECIFICACIONES TECNICAS -CIMIENTOS: concreto ciclópeo 1:10+30% P.G.(Ø6″) -SOBRECIMIENTOS: concreto ciclópeo 1:8+25% P.M.(Ø3″) -COLUMNAS Y VIGAS: f’c=210 Kg/cm2. -COLUMNAS Y VIGAS 2.5 cm. 4 Ø 1/2″ -Fy = 4,200 Kg/cm2. OTROS: RECUBRIMIENTOS: -ZAPATAS: 4.0 cm. CONCRETO: ACERO GRADO 60: CUADRO DE COLUMNAS C-1 C-3 C-2 CIMENTACION VIGA V101 6.487396029423849 6.487396029423849 CAPILLA DE CARHUAYOC 6.487396029423849 6.487396029423849 6.487396029423849 6.487396029423849 6.487396029423849 6.487396029423849 6.487396029423849 6.487396029423849 PLANO : REGION : DIRECCION : PROYECTO : PROPIETARIO : Material : LADRILLO Nombre T.A.T. R.N.C. J.B.L. 28.12.00 Normas Revis. Diseño Fecha 23.12.00 COMUNIDAD DE CARHUAYOC CAPILLA DE CARHUAYOC SAN MARCOS DISTRITO : Escala 1:50 ANCASH : PROVINCIA : ESTRUCTURAS PLAZA DE ARMAS S/N HUARI LAMINA : E-01 C-4 C-5 8 Ø 1/2″ 8 Ø 3/8″ Estribos Ø 1/4″, 1 @ .05, 3 @ .10, Resto @ .20 PLANTA 2.10 P-2 1.00 Fierro ZAPATA TIPICA SECCION C-C ESCALA 1:25 SECCION D-D VIGA V102 ESCALA 1:25 ESCALA 1:25 SECCION VC101 SECCION 1-1 SECCION 2-2 SECCION 3-3 PLAZA DE ARMAS S/N INSTALACIONES ELECTRICAS PROVINCIA : CAPILLA DE CARHUAYOC COMUNIDAD DE CARHUAYOC Diseño Revis. Normas R.N.C. Material : LADRILLO PLANO : 23.12.00 Fecha 28.12.00 J.B.L. T.A.T. Nombre : ANCASH PROPIETARIO : PROYECTO : DIRECCION : REGION : Escala 1:50 IE-01 LAMINA : DISTRITO : HUARI SAN MARCOS Serán de PVC-L para circuitos de alumbrado y tomacorriente, de PVC-P termoplástico tipo TW para circuitos y THW para alimentadores. ESPECIFICACIONES TECNICAS Serán de cobre electrolítico de 99.9% de conductividad con aislamiento Serán para empotrar, de madera con puerta, tendrán interruptores y curvas serán hechas en fábrica, no se permitirá dejar empalmes de Serán de 20A, 220V, bipolares dobles para empotrar con línea tierra. para el resto de circuitos y alimentadores, las uniones, conexiones a caja TOMACORRIENTES según lo indicado. Serán DE 15A, 250V, serie magic de ticino. conductores dentro de la tubería (Ø 15 mm.). TUBERIAS CONDUCTORES INTERRUPTORES TABLEROS Medidor de energía eléctrica Salida de iluminación en techo Tomacorriente monofásico simple Pozo de puesta a tierra Interruptor simple – doble Tomacorriente monofásico simple (alto) L E Y E N D A 2 Cond. de 2.5mm2 TW-PVC Ø15mm-SEL 2 Cond. de 1.5mm2 TW-PVC Ø15mm-SEL DESCRIPCION Tablero de distribución eléctrica SIMBOLO tacho 0.60 0.40 – – 1.50 1.10 1.80 – – – – ALTURA 2×2.5mm2 TW – 15mmØPVC-L TOMACORRIENTE 2×1.5mm2 TW – 15mmØPVC-L ALUMBRADO 15mmØ PVC-L RESERVA 20mmØPVC-L KWH 2×4 mm2 2 x 15A 2 x 15A 2 x 15A ESQUEMA UNIFILAR C – 2 C – 1 T.1 C – 3 1x4mm2/T ESTRUCT. TORRE SACRISTIA DETALLE POZO A TIERRA