Niches DWG Block for AutoCAD

Niches DWG Block for AutoCAD

Construction of niches for general cemetery

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

picture of joints in beams, design :, structures – beams, ing. Miguel Taipe, huancayo charity, project :, drawing :, drawing :, tacama, revised :, sbh, ing. r. luya g., lamina :, date :, scale :, indicated, plant, cuts and elevation, arq. j. serva s., technical specifications, flooring, foundation beam, floor slab, columns, beam collar, shoe shoes, type, section, main frame, secondary reinforcement, element, concrete type, coating, steel, ground, footings, frame columns, abutments, main, armor, location: general cemetery of hyo, structural detail of the coverage, detail of bays, general technical specifications, technical specifications wood, have eyes, and if you place them reinforced with wood veneers, indicates in each type of element., general characteristics, recommendations of mechanics of floors, the filling will be composed of gravel or particles, hard or fragments of stones and a filling of sand, will serve as a ligament of the material, the graduation will be carried out with a granulometry, na or other material split into fine particles that, aashto, recommendations, to a natural solid ground ntn, was made by the Catholic pontifical of peru la-, of the granular analysis of floors, modified as a minimum., structural detail, a – a cut, ceiling projection, expansion joints, finished black marble walkway, frontal elevation, entire run molding, the return with plaster, granite and marmolina finish, finish marmolina, sidewalk and zocalo, black with polished granite, white shot, ridge of calamine, concrete niche, cover projection, lateral elevation, see detail of roof, construction detail, reinforced concrete, edge wall, horizontal bricks, zocalo and sidewalk, with granite, beam, foundation, niche, niche concrete, top projection, mountain wood, on battens, plaster ceiling, brick, column, wood screw, sheet metal, strut of mad. , polished and paint, enamel, ing.r. luya g., foundation, floor slab, ing. miguel taipe., coverage and slab of niches, structural detail of axes a, b, union of beam and column, union of beam and column on tee, lower column, foundation beam, top column, cross, end rope walls in niches, protection with wood bandages, calamine edge, niche slab, ing. pcp, pavilion of niches, detail of tijeral niches, general cemetery of hvca, provincial municipality of huancavelica

Raw text data extracted from CAD file:

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\A1;m \A1;0.20 \A1;0.63 \A1;0.15 \A1;0.63 \A1;0.15 \A1;0.63 \A1;0.15 \A1;0.63 \A1;0.15 \A1;0.63 \A1;0.15 \A1;0.63 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.75 \A1;0.25 \A1;0.78 \A1;0.78 \A1;0.78 \A1;0.78 \A1;0.78 \A1;0.78 \A1;0.50 \A1;0.15 \A1;0.20 \A1;5.20 \A1;0.20 \A1;1.40 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.40 CUADRO DE EMPALMES EN VIGAS REFUERZO INFERIOR (m) 3/8" d 5/8" 3/4" 1" 1/2" m 0.40 m. 0.40 m. REFUERZO SUPERIOR (m) 0.50 m. 0.60 m. 1.15 m. 0.45 m. 0.55 m. 1.00 m. 0.40 m. 0.40 m. DISEÑO: ESTRUCTURAS - VIGAS ING. Miguel Taipe SOCIEDAD DE BENEFICENCIA DE HUANCAYO PROYECTO: PLANO: DIBUJO: Tacama REVISADO: SBH ING. R. LUYA G. LAMINA: E-03 FECHA: ENERO - 2000 ESCALA: INDICADAS PLANTA, CORTES Y ELEVACION PABELLON DE 312 NICHOS EXTRA SOCIEDAD DE BENEFICENCIA DE HUANCAYO SBH PROYECTO: PLANO: DIBUJO: Tacama REVISADO: ARQ. J. SERVA S. A-01 ENERO - 2000 LAMINA: FECHA: ESCALA: INDICADAS DISEÑO: ING. Miguel Taipe " VIRGEN DE LA ASUNCION" ESPECIFICACIONES TECNICAS SOLADOS VIGA CIMENTACION LOSA DE FONDO COLUMNAS VIGA COLLARIN CONCRETO SIMPLE 1:12 CONCRETO ARMADO f'c = 210 Kg. / cm.² CONCRETO ARMADO f`c = 175 Kg / cm² CUADRO ZAPATAS Z - 2 Z - 1 TIPO SECCION 1.15 x 1.15 H 1.80 h 0.50 ARMADURA PRINCIPAL 8 d 1/2" @ 0.12 CONCRETO ARMADO f`c = 175 Kg / cm² 1.55 x 1.55 1.80 0.50 7 d 5/8" @ 0.20 8 d 1/2" @ 0.12 7 d 5/8" @ 0.20 ARMADURA SECUNDARIA ELEMENTO TIPO DE CONCRETO RECUBRIM. 5.00 cm. 4.00 cm. 3.00 cm. ACERO fy = 4,200 Kg / cm² - GRADO 60 ESFUERZO PORTANTE Tt = 2.00 Kg / cm² TERRENO CONCRETO ARMADO f`c = 210 Kg / cm² ZAPATAS CONCRETO ARMADO f'c = 175 Kg. / cm.² 7.50 cm. 3.00 cm. SEC - 2 8 d 1/2" 1 @ 0.05 el resto @ 0.15 5 el resto @ 0.25 d 3/8" COLUMNA C - 1 CUADRO COLUMNAS 3 @ 0.10 1 @ 0.05 SEC - 1 5 5 8 d 1/2" TIPO ESTRIBOS PRINCIPAL ARMADURA d 3/8" 1 @ 0.05 3 @ 0.10 el resto @ 0.25 d 3/8" 1 @ 0.05 el resto @ 0.15 -4.014190421211197 0.0 SEC - 1 SEC - 2 -4.014190421211197 -4.014190421211197 -4.014190421211197 8 d 5/8" 6 d 1/2" COLUMNA C - 2 d 3/8" UBICACION: CEMENTERIO GENERAL DE HYO DETALLE ESTRUCTURAL DE LA COBERTURA ESC. 1 / 50 ESC. 1 / 25 DETALLE DE VANOS CONCRETO ARMADO f'c = 175 Kg. / cm.² CONCRETO ARMADO f`c = 210 Kg / cm² ESFUERZO PORTANTE Tt = 2.00 Kg / cm² fy = 4,200 Kg / cm² - GRADO 60 TIPO DE CONCRETO CONCRETO ARMADO f`c = 175 Kg / cm² CONCRETO ARMADO f`c = 175 Kg / cm² CONCRETO ARMADO f'c = 210 Kg. / cm.² ESPECIFICACIONES TECNICAS GENERALES ZAPATAS TERRENO ELEMENTO VIGA COLLARIN COLUMNAS LOSA DE FONDO VIGA CIMENTACION SOLADOS ACERO CONCRETO SIMPLE 1:12 3.00 cm. 7.50 cm. 3.00 cm. 4.00 cm. 5.00 cm. RECUBRIM. ESPECIFICACIONES TECNICAS MADERA TENGA OJOS, Y SI LOS UBIERA REFORZAR CON CHAPAS DE MADERA MONTAÑA) SUJETANDOLOS CON CLAVOS DE 4" 2.- LOS EMPALMES DE MADERA SE HARAN MEDIANTE CHAPAS DE MADERA 1" x 4" ( MADERA INDICA EN CADA TIPO DE ELEMENTO. 3.- ANTES DE COLOCAR LAS MADERAS QUE ACTUARAN COMO VIGA SE REVISARAN QUE NO 1.- LA MADERA A UTILIZAR SERA COMPLETAMENTE SECA, Y DE BUENA CALIDAD, TAL COMO SE CARACTERISTICAS GENERALES UBICACION: CEMENTERIO GENERAL DE HYO RECOMENDACIONES DE MECANICA DE SUELOS EL RELLENO ESTARA COMPUESTO POR GRAVA O PARTICULAS DURAS O FRAGMENTOS DE PIEDRAS Y UN RELLENO DE ARE- SERVBIRAN COMO LIGAMENTO DEL MATERIAL LA GRADUACION SE REALIZARA CON UNA GRANULOMETRIA NA U OTRO MATERIAL PARTIDO EN PARTICULAS FINAS QUE ADECUADA EMPLEANDO LOS METODOS T II Y T 27 DE LA A.A.S.H.T.O. BORATORIO DE MECANICA DE SUELOS EXPEDIENTE 95/95 DE FECHA 27/11/95. RECOMENDACIONES 1.- ELIMINAR TODO EL MATERIAL EXISTENTE HASTA LLEGAR A UN TERRENO NATURAL SOLIDO N.T.N. FUE REALIZADO POR LA PONTIFICIA CATOLICA DEL PERU LA- DEL ANALISIS GRANULAR DE SUELOS 2.- EL NIVEL DE CIMENTACION SERA DE 1.70 M. MODIFICADO COMO MINIMO. Y LA COMPACTACION SERA DEL 95 - 100 % DEL PROTACTOR 3.- LOS ESPESORES DE RELLENO SERA DE 0.30 M. POR CAPA DETALLE ESTRUCTURAL ESC. 1 / 50 CORTE A - A 17 7 PLANTA DE PABELLON DE 312 NICHOS EXTRAS ESC. 1 / 50 17 7 6 18 5 19 4 20 3 21 2 22 23 1 16 8 15 9 13 11 12 12 11 13 10 14 8 16 20 4 19 5 18 6 9 15 23 1 3 21 6 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 B A A 1 2 3 4 5 6 14 10 5 5 5 5 22 2 3 2 1 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A PROYECCION DE TECHO JUNTAS DE DILATACION A JUNTAS DE DILATACION PROYECCION DE TECHO VEREDA ACABAADO DE MARMOLINA NEGRA CON GRANITO PULIDO DE d 1/4" VEREDA ACABAADO DE MARMOLINA NEGRA CON GRANITO PULIDO DE d 1/4" CON GRANITO PULIDO DE d 1/4" VEREDA ACABAADO DE MARMOLINA NEGRA VEREDA ACABAADO DE MARMOLINA NEGRA CON GRANITO PULIDO DE d 1/4" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 F D C B A E ELEVACION FRONTAL ESC. 1 / 50 MOLDURA CORRIDA TODA BRUÑAS DE 1 CM. LA VUELTA CON YESO ACABADO DE GRANITO Y MARMOLINA BLANCA, PULIDO (MOSQUITO) ACABADO DE MARMOLINA VEREDA Y ZOCALO NEGRA CON GRANITO PULIDO DE d 1/4" CON PARTICULAS DE GRANALLA BLANCA GALVANIZADO Nº 30 CUMBRERA DE CALAMINA TECHO DE CALAMINA CORRUGADA Nº 30 NICHO DE CONCRETO PROYECCION DE TAPA DEL 2 1 E D C B A F 6 5 4 3 N.P.T. + 0.15 N.P.T. + 0.15 ELEVACION LATERAL ESC. 1 / 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TECHO DE CALAMINA CORRUGADA Nº 30 5 5.20 5 5 N.P.T. + 0.15 EN LAMINA E-02 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T. + 0.35 N.P.T. + 0.35 CUMBRERA DE CALAMINA Nº 30 VER DETALLE DE TECHO CORTE A - A ESC. 1 / 50 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 DETALLE CONSTRUCTIVO ESC. 1 / 25 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 -37.25538747438912 CONCRETO ARMADO F'C = 175 KG/CM2 MURO DE CANTO MORTERO 1:3 MALLA DE ACERO DE 1/4" @ 0.25 m. LADRILLOS DE CANTO HORIZONTAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 N.P.T. + 0.15 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 ZOCALO Y VEREDA CON GRANITO VIGA DE CIMENTACION + 30 % P.M. 4" max. VEREDA Cº 1:8 LOSA DE FONDO Cº F'C = 210 KG/CM2 ESPESOR DE E = 0.16 M NICHO NICHO NICHO NICHO CONCRETO F´C = 175 KG/CM2 FIRRO DE d 1/4" @ 0.25 NICHO NICHO NICHO NICHO DE CONCRETO DE NICHO PROYECCION DE TAPA DE CONCRETO DE NICHO PROYECCION DE TAPA N.T.N. + 0.00 MADERA MONTAÑA LISTONES DE 1" x 1" SOBRE LISTONES CIELO RASO CON YESO MADERA MONTAÑA VENDA DE 1" x 8" DE 0.15 x 0.40 m VIGA COLLARIN MADERA MONTAÑA TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. de 0.25 x 0.25 m. LADRILLO COLUMNA DE CUMBRERA DE CALAMINA CORRUGADA Nº 30 CUMBRERA PRINCIPAL DE 4" x 6" MADERA TORNILLO TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. MADERA MONTAÑA CORREAS DE 2" x 3" @ 0.70 m. MADERA MONTAÑA CORRUGADA Nº 30 PLANCHA DE CALAMINA MONTAÑA 2"x 4" PUNTAL DE MAD. PULIDA Y PINTURA ESMALTE BRUÑADO @ 1.00 M 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 1.024908642668208 5 5 5 5 B 5 A 5 1 2 5 1 2 5 5 LOSA MACISA DEL PRIMER NIVEL E= 0.18 M. ESC. 1 / 50 3 4 5 5 6 5 5 3 4 5 5 6 5 B A A A 5 5 1 2 6 CIMENTACION 5 5 3 ESC. 1 / 50 4 5 5 5 5 B 1.15 1 2 6 5 5 3 4 5 5 B 5 8d1/2" @ .12 8d1/2" @ .12 1.15 5 C-1 Z-1 8d1/2" @ .12 8d1/2" @ .12 1.15 C-1 Z-1 8d1/2" @ .12 8d1/2" @ .12 1.15 8d1/2" @ .12 8d1/2" @ .12 1.15 1.15 C-1 Z-1 1.55 1.55 7d 5/8" @ .20 7d 5/8" @ .20 C-2 Z-2 1.15 Z-1 C-1 1.15 7d 5/8" @ .20 Z-2 C-2 1.55 1.55 7d 5/8" @ .20 7d 5/8" @ .20 Z-2 C-2 1.55 1.55 7d 5/8" @ .20 7d 5/8" @ .20 Z-2 C-2 1.55 1.55 7d 5/8" @ .20 7d 5/8" @ .20 Z-2 C-2 1.55 1.55 7d 5/8" @ .20 C-2 Z-2 7d 5/8" @ .20 7d 5/8" @ .20 1.55 1.55 C-2 Z-2 7d 5/8" @ .20 7d 5/8" @ .20 1.55 1.55 C-2 Z-2 7d 5/8" @ .20 7d 5/8" @ .20 1.55 1.55 VC - 2 (30 x 60) VC - 1 (25 x 50) VC - 3 (30 x 70) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 3 (30 x 70) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 3 (30 x 70) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 3 (30 x 70) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 3 (30 x 60) VC - 1 (25 x 50) ING.R. LUYA G. SBH REVISADO: CEMENTERIO GENERAL DE HYO " VIRGEN DE LA ASUNCION" ING. Miguel Taipe SOCIEDAD DE BENEFICENCIA DE HUANCAYO CIMENTACION, LOSA DE FONDO UBICACION: DISEÑO: Tacama DIBUJO: PLANO: PROYECTO: INDICADAS ESCALA: FECHA: LAMINA: ENERO - 2000 E-01 5 5 1d1/2" @ .30 1d1/2" @ .15 5 5 VC - 2 (30 x 60) VC - 1 (25 x 50) VC - 3 (30 x 70) VC - 3 (30 x 70) VC - 3 (30 x 70) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 1 (25 x 50) VC - 3 (30 x 70) VC - 3 (30 x 60) VC - 1 (25 x 50) 1d1/2" @ .15 5 5 5 5 1d1/2" @ .30 1d1/2" @ .30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .15 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .30 1d1/2" @ .30 5 5 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .15 1d1/2" @ .30 1d1/2" @ .30 5 5 0.8381349603823764 0.8381349603823764 0.6067881582085306 1 A 1 2 B 1 23 22 0.8381349603823764 0.8381349603823764 0.8381349603823764 0.8381349603823764 2 3 7 3 4 5 6 9 8 10 11 0.8381349603823764 4 5 14 12 13 15 16 21 18 19 20 17 6 4 1 2 3 22 23 A 0.8381349603823764 0.8381349603823764 0.8381349603823764 17 2 21 20 19 18 3 15 16 14 13 0.8381349603823764 10 4 12 11 9 8 5 3 6 5 4 7 5 2 6 1 6 B DETALLE DE LOSA MACIZA ENTRE NICHOS H = 0.07 M. ESC. 1 / 50 FIERRO d 1/4" @ 0.25 FIERRO d 1/4" @ 0.25 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 3/8" 0.0 0.0 0.0 0.0 0.0 0.0 1 A 2 0.0 B 1 2 0.0 0.0 0.0 3 4 0.0 3 4 5 5 DISEÑO: CEMENTERIO GENERAL DE HYO " VIRGEN DE LA ASUNCION" ING. Miguel Taipe. SOCIEDAD DE BENEFICENCIA DE HUANCAYO COBERTURA Y LOSA DE NICHOS UBICACION: REVISADO: Tacama DIBUJO: ING. R. LUYA G. PLANO: PROYECTO: SBH ENERO - 2000 INDICADAS ESCALA: FECHA: E-02 LAMINA: 0.0 6 A B 6 A A -8.038606813049341 -8.038606813049341 -8.038606813049341 -8.038606813049341 -8.038606813049341 NTN +0.00 -8.038606813049341 0.20 0.15 5 -8.038606813049341 1 d 5/8" -8.038606813049341 -8.038606813049341 4 4 4 d 1/2" -8.038606813049341 -8.038606813049341 -8.038606813049341 -8.038606813049341 5 d 5/8" 2 d 5/8" 2 d 5/8" -8.038606813049341 6 d 1/2" 8 d 1/2" d 3/8", 1@ 0.05, 10@ 0.10, R @ 0.25 2 2 d 3/8" R @ 0.15 1@ 0.05 2 d 3/8" 2 R @ 0.15 1@ 0.05 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 1 1 d 1/4", 1@ 0.05, R @ 0.20 3 3 2 d 1/2" 2 d 1/2" 1 4 4 -8.038606813049341 -8.038606813049341 4 d 5/8" 8 d 5/8" -7.880131777715633 -7.880131777715633 d 3/8", 1@ 0.05, 10@ 0.10, R @ 0.25 2 d 5/8" 2 d 5/8" 1 d 5/8" -8.038606813049341 2 2 2 2 2 2 1@ 0.05 R @ 0.15 d 3/8" 2 d 3/8" 2 R @ 0.15 1@ 0.05 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 d 1/4", 1@ 0.05, R @ 0.20 2 d 1/2" 3 3 2 d 1/2" -8.038606813049341 3 2 -8.038606813049341 4 4 -8.038606813049341 -8.038606813049341 4 d 5/8" d 3/8", 1@ 0.05, 10@ 0.10, R @ 0.25 2 d 5/8" 2 d 5/8" 2 2 d 3/8" R @ 0.15 1@ 0.05 2 d 3/8" 2 R @ 0.15 1@ 0.05 1@ 0.05 R @ 0.15 d 3/8" d 3/8" R @ 0.15 1@ 0.05 d 1/4", 1@ 0.05, R @ 0.20 2 d 1/2" 3 3 2 d 1/2" 4 4 4 -8.038606813049341 -8.038606813049341 4 d 5/8" d 3/8", 1@ 0.05, 10@ 0.10, R @ 0.25 2 d 5/8" 2 d 5/8" 1@ 0.05 R @ 0.15 d 3/8" d 3/8" R @ 0.15 1@ 0.05 d 1/4", 1@ 0.05, R @ 0.20 2 d 1/2" 3 3 2 d 1/2" 5 ESC. 1 / 25 DETALLE ESTRUCTURAL DE LOS EJES A , B -8.038606813049341 1 1 2 2 d 3/8" 2 d 3/8" 2 6 1@ 0.05 R @ 0.15 R @ 0.15 1@ 0.05 1.15 -8.038606813049341 8 d 1/2" -8.038606813049341 6 d 1/2" -8.038606813049341 -8.038606813049341 0.9917373056510002 0.8027644987993483 ESC. 1 / 25 DETALLE ESTRUCTURAL DE LOS EJES 2 , 3 , 4 y 5 1.010188110163298 DETALLE ESTRUCTURAL DE LOS EJES 1 , 6 4 4 d 3/8", 1@ 0.05, 10@ 0.12, R @ 0.25 1.010188110163298 2 d 5/8" 3 d 5/8" 2 d 5/8" 2 2 1 1 2 2 ESC. 1 / 25 A 1.010188110163298 1 1 2 2 2 2 1 1 2 2 2 2 A B 4 4 0.9917373056510002 4 d 5/8" 4 d 5/8" 3 d 5/8" 1 1 2 2 2 2 B 2 d 1/2" 3 3 2 d 1/2" 2 d 1/2" 3 3 2 d 1/2" 2 2 2 2 3 2 d 1/2" 2 d 1/2" 3 d 1/4", 1@ 0.05, R @ 0.20 -8.038606813049341 4 d 1/2" -8.038606813049341 1.05 PROFUNDIDAD DE DESPLANTE H = 1.80 -8.038606813049341 -8.038606813049341 1.55 -8.038606813049341 -8.038606813049341 8 d 5/8" 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 1.55 -8.038606813049341 -8.038606813049341 8 d 5/8" 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 1.55 1 1 -8.038606813049341 -8.038606813049341 8 d 5/8" 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 1.55 8 d 1/2" -8.28778444645235 -8.28778444645235 3 @ 0.10 R @ 0.25 d 3/8" 1@ 0.05 1.15 -8.038606813049341 -8.038606813049341 -8.038606813049341 0.20 -8.038606813049341 -8.038606813049341 -8.038606813049341 -8.038606813049341 PROFUNDIDAD DE DESPLANTE H = 1.80 1.05 NTN +0.00 -8.038606813049341 -8.038606813049341 1 d 5/8" -8.038606813049341 -8.038606813049341 1 d 1/2" 1 d 1/2" -8.038606813049341 -8.038606813049341 1 d 1/2" 1 d 1/2" -8.038606813049341 -8.038606813049341 2 d 5/8" 2 d 5/8" 2 d 5/8" 4 2 d 5/8" 4 6 d 5/8" -8.038606813049341 -8.038606813049341 d 3/8", 1@ 0.05, 10@ 0.10, R @ 0.25 2 d 5/8" -8.038606813050649 -8.03860681305062 -8.038606813049341 -8.038606813049341 1 1 -8.038606813049341 1 1 1 1 -8.038606813049341 -8.038606813049341 -8.038606813049341 -8.038606813049341 8 d 1/2" -8.038606813049341 -8.038606813049341 8 d 1/2" -8.038606813049341 -8.038606813049341 8 d 1/2" -8.038606813049341 -8.038606813049341 -8.038606813049341 4 d 1/2" 4 d 1/2" -8.038606813049341 -8.038606813049341 4 d 1/2" -8.038606813049341 -8.038606813049341 6 d 1/2" -12.50104259071819 -12.50104259071819 1.05 PROFUNDIDAD DE DESPLANTE H = 1.80 -12.50104259071819 -12.50104259071819 -12.50104259071819 0.20 -12.50104259071819 -12.50104259071819 NTN +0.00 -12.50104259071819 -12.50104259071819 -12.50104259071819 8 d 1/2" -12.50104259071819 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 d 3/8" 1@ 0.05 R @ 0.15 d 3/8" 1@ 0.05 R @ 0.15 1.15 1.210188110163301 0.20 1.210188110163301 1.210188110163301 1.210188110163301 1.210188110163301 1.05 PROFUNDIDAD DE DESPLANTE H = 1.80 1.210188110163301 1.210188110163301 NTN +0.00 6 d 1/2" 1.210188110163301 1.210188110163301 1.210188110163301 1.210188110163301 8 d 1/2" R @ 0.15 1@ 0.05 d 3/8" R @ 0.15 1@ 0.05 d 3/8" 3 @ 0.10 R @ 0.25 d 3/8" 1@ 0.05 1.210188110163301 1.15 d 1/4", 1@ 0.05, R @ 0.20 4 d 1/2" -12.50104259071827 -12.50104259071827 1.210188110163301 1.210188110163301 7 d 5/8" 1.210188110163301 1.118232746580759 1.210188110163301 1.210188110163301 1.210188110163301 1.191737305651017 0.20 1.191737305651017 1.191737305651017 PROFUNDIDAD DE DESPLANTE H = 1.80 1.05 1.191737305651017 1.191737305651017 1.191737305651017 NTN +0.00 1.191737305651017 1.191737305651017 1@ 0.05 d 3/8" R @ 0.25 3 @ 0.10 R @ 0.15 1@ 0.05 d 3/8" R @ 0.15 1@ 0.05 d 3/8" 1.19173730565096 1.19173730565096 1.191737305651003 1.191737305651003 0.20 1.191737305651003 1.191737305651003 PROFUNDIDAD DE DESPLANTE H = 1.80 1.05 1.191737305651003 1.191737305651003 1.191737305651003 1.191737305651003 NTN +0.00 d 3/8" 1@ 0.05 R @ 0.15 d 3/8" R @ 0.15 1@ 0.05 d 3/8" 1@ 0.05 3 @ 0.10 R @ 0.25 d 1/4", 1@ 0.05, R @ 0.20 -12.5194933952306 -12.5194933952306 4 d 1/2" -12.47218556541173 8 d 1/2" -12.47218556541173 1.191737305651003 1.191737305651003 11 d 5/8" d 3/8", 1@ 0.05, 14@ 0.10, R @ 0.25 1.191737305651003 1.191737305651003 8 d 1/2" 1.191737305651003 1.191737305651003 1.191737305651003 1.191737305651003 8 d 5/8" 8 d 5/8" 1.55 1.55 1@ 0.05, 2 d 3/8", @ 0.05 2 d 3/8", @ 0.05 d 1/4", 1@ 0.05, R @ 0.20 UNION DE VIGA Y COLUMNA UNION DE VIGA Y COLUMNA EN TEE ESCALA 1 / 25 R @ 0.15 d 1/4", 1@ 0.05, R @ 0.20 d 3/8", 1@ 0.05, 10 @ 0.10, 2 d 3/8", @ 0.05 R @ 0.25 3 @ 0.10, 1@ 0.05, d 3/8" R @ 0.25 COLUMNA INFERIOR VIGA DE CIMENTACION COLUMNA SUPERIOR VIGA COLLARIN d 3/8" 1@ 0.05, R @ 0.15 0.326413299068804 0.326413299068804 VIGA DE CIMENTACION d 3/8", 1@ 0.05, 10 @ 0.10, R @ 0.25 COLUMNA INFERIOR 2 d 3/8", @ 0.05 d 3/8" 1@ 0.05, 3 @ 0.10, R @ 0.25 R @ 0.15 d 3/8" 1@ 0.05, COLUMNA SUPERIOR ESCALA 1 / 25 EN CRUZ COLUMNA SUPERIOR d 3/8" CORREAS DE 2" x 3" @ 0.70 m. TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. MUROS DE SOGA FINAL EN NICHOS COLUMNA DE LADRILLO de 0.25 x 0.25 m. CUMBRERA DE CALAMINA CORRUGADA Nº 30 PLANCHA DE CALAMINA CORRUGADA Nº 30 MUROS DE SOGA FINAL EN NICHOS CUMBRERA PRINCIPAL DE 4" x 6" CORREAS DE 2" x 3" @ 0.70 m. CORREAS DE 2" x 3" @ 0.70 m. CORREAS DE 2" x 3" @ 0.70 m. TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. COLUMNA DE LADRILLO de 0.25 x 0.25 m. CUMBRERA PRINCIPAL DE 4" x 6" TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. CORREAS DE 2" x 3" @ 0.70 m. MUROS DE SOGA FINAL EN NICHOS PLANCHA DE CALAMINA CORRUGADA Nº 30 PLANCHA DE CALAMINA CORRUGADA Nº 30 PLANCHA DE CALAMINA CORRUGADA Nº 30 CUMBRERA DE CALAMINA CORRUGADA Nº 30 PROTECCION CON VENDAS DE MADERA BORDE DE CALAMINA PABELLON DE 312 NICHOS EXTRA " VIRGEN DE LA ASUNCION" PABELLON DE 312 NICHOS EXTRA PABELLON DE 312 NICHOS EXTRA LOSA DE NICHOS CONCRETO ARMADO f`c = 175 Kg / cm² 3.00 cm. CUADRO COLUMNAS 37.34869389212821 COLUMNA C - 2 37.34869389212821 37.34869389212821 37.34869389212821 37.34869389212821 37.34869389212821 ARMADURA PRINCIPAL ESTRIBOS 8 d 5/8" 6 d 1/2" el resto @ 0.15 d 3/8" 1 @ 0.05 3 @ 0.10 el resto @ 0.25 d 3/8" 3 @ 0.10 1 @ 0.05 8 d 1/2" d 3/8" 1 @ 0.05 el resto @ 0.25 TIPO SEC - 1 COLUMNA C - 1 SEC - 1 SEC - 2 37.34869389212821 8 d 1/2" el resto @ 0.15 1 @ 0.05 d 3/8" 37.34869389212821 SEC - 2 REFUERZO SUPERIOR (m) CUADRO DE EMPALMES EN VIGAS -0.0919565510379812 1" 1.15 m. REFUERZO INFERIOR (m) 3/8" d 5/8" 3/4" 1/2" 0.40 m. 0.50 m. 0.60 m. 0.40 m. 1.00 m. 0.40 m. 0.45 m. 0.55 m. 0.40 m. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0250000000000057 0.9999999999999716 1.999999999999943 2.999999999999915 3.999999999999886 4.999999999999858 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CORREAS DE 2" x 3" @ 0.70 m. CORREAS DE 2" x 3" @ 0.70 m. CORREAS DE 2" x 3" @ 0.70 m. CORREAS DE 2" x 3" @ 0.70 m. TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. de 0.25 x 0.25 m. LADRILLO COLUMNA DE CUMBRERA PRINCIPAL DE 4" x 6" CUMBRERA PRINCIPAL DE 4" x 6" 4.495012512290657 REFUERZO SUPERIOR (m) 1" 3/8" d 5/8" 3/4" 1/2" 1.00 m. 0.40 m. 0.45 m. 0.55 m. 0.40 m. CUADRO DE EMPALMES EN VIGAS 1.15 m. 0.40 m. 0.50 m. 0.60 m. 0.40 m. REFUERZO INFERIOR (m) ESPECIFICACIONES TECNICAS MADERA TENGA OJOS, Y SI LOS UBIERA REFORZAR CON CHAPAS DE MADERA 2.- LOS EMPALMES DE MADERA SE HARAN MEDIANTE CHAPAS DE MADERA 1" x 4" ( MADERA 3.- ANTES DE COLOCAR LAS MADERAS QUE ACTUARAN COMO VIGA SE REVISARAN QUE NO 1.- LA MADERA A UTILIZAR SERA COMPLETAMENTE SECA, Y DE BUENA CALIDAD, TAL COMO SE CARACTERISTICAS GENERALES MONTAÑA) SUJETANDOLOS CON CLAVOS DE 4" INDICA EN CADA TIPO DE ELEMENTO. TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. CIELO RASO CON YESO SOBRE LISTONES LISTONES DE 1" x 1" MADERA MONTAÑA N.P.T. + 0.15 BRUÑADO @ 1.00 M CON GRANITO ZOCALO Y VEREDA CORTE A - A DETALLE ESTRUCTURAL NICHO NICHO VEREDA Cº 1:8 + 30 % P.M. 4" max. CIMENTACION VIGA DE ESC. 1 / 50 NICHO NICHO ESPESOR DE E = 0.16 M LOSA DE FONDO Cº F'C = 210 KG/CM2 ESMALTE PULIDA Y PINTURA VENDA DE 1" x 8" MADERA MONTAÑA TIJERALES TIPO T - 1 de 4" x 2" @ 1.00 m. PLANCHA DE CALAMINA CORRUGADA Nº 30 MADERA MONTAÑA CORREAS DE 2" x 3" @ 0.70 m. MADERA MONTAÑA VIGA COLLARIN DE 0.15 x 0.40 m PROYECCION DE TAPA DE CONCRETO DE NICHO NICHO NICHO CONCRETO F´C = 175 KG/CM2 PUNTAL DE MAD. MONTAÑA 2"x 4" MADERA MONTAÑA COLUMNA DE LADRILLO de 0.25 x 0.25 m. PROYECCION DE TAPA DE CONCRETO DE NICHO NICHO NICHO FIRRO DE d 1/4" @ 0.25 CORRUGADA Nº 30 CUMBRERA DE CALAMINA MADERA TORNILLO CUMBRERA PRINCIPAL DE 4" x 6" N.T.N. + 0.00 LAMINA: FECHA: Agosto del 2004 INDICADAS ING. PCP Tacama ING. Miguel Taipe PABELLON DE NICHOS DETALLE DE TIJERAL NICHOS CEMENTERIO GENERAL DE HVCA PROYECTO: PLANO: DIBUJO: REVISADO: UBICACION: ESCALA: DISEÑO: E-04 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1987735500239296 0.1987735500239296 0.1987735500239296 0.1987735500239296 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.- LA MADERA A UTILIZAR SERA COMPLETAMENTE SECA, Y DE BUENA CALIDAD, TAL COMO SE 3.- ANTES DE COLOCAR LAS MADERAS QUE ACTUARAN COMO VIGA SE REVISARAN QUE NO 2.- LOS EMPALMES DE MADERA SE HARAN MEDIANTE CHAPAS DE MADERA 1" x 4" ( MADERA ESPECIFICACIONES TECNICAS MADERA INDICA EN CADA TIPO DE ELEMENTO. MONTAÑA) SUJETANDOLOS CON CLAVOS DE 4" TENGA OJOS, Y SI LOS UBIERA REFORZAR CON CHAPAS DE MADERA CARACTERISTICAS GENERALES MUNICIPALIDAD PROVINCIAL DE HUANCAVELICA

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
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Building Features
Tags	assorted, autocad, block, cemetery, construction, DWG, general, niches