Patio And Proscenium DWG Detail for AutoCAD

Patio And Proscenium DWG Detail for AutoCAD

DEPORTIVE CENTER OUTDOOR WITH CONSTRUCTIVE DETAILS

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

detail of equipment, construction of multi-sport slab, municipality san juan de rontoy, sheet:, designer:, revised:, plan:, project:, ancash, san juan de rontoy, antonio raimondi, dist :, prov :, dept :, mayor : felix sandoval diaz, ultopuquio, scale :, drawing :, rmlv, date :, ultopuquio, locality :, date:, sport slab procenio, scale:, work:, plane:, professional:, drawing:, indicated, provincial municipality of huari, gfgf, ffd, red gouraud, tile white, concrete slab, affirmed, natural terrain, detail of joints and lines of stroke, nails sports slab, proscenium joints, joints sports slab,. the expansion joints will be filled with mastike, asphalt or tar with sand.,. the affirmed will be with selected material., technical specifications:, patio nails, patio joints, stair detail, sidewalks,. the finish will be included in the c.u.,. the burnished according to the main plane, training yard, procenio, polished and burnished floor of cement, solid padding, concrete slab, slab and procenio plant, isometric view training patio – procenio, a – a cut, tongue and groove wood floor , multipurpose room, classroom, file, address, polished cement floor, exhibition loft, polished and burnished floor path, ramp, plant cuts and isometry

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.33 \A1;3.33 \A1;3.34 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;.30 \A1;.30 \A1;.50 \A1;10.00 \A1;.30 \A1;10.00 \A1;18.00 \A1;.10 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.60 \A1;.30 \A1;.90 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.68 \A1;1.61 \A1;2.95 \A1;.44 \A1;.96 \A1;.70 \A1;4.30 \A1;4.30 \A1;.70 \A1;.15 \A1;.47 \A1;.15 \A1;.47 \A1;.58 \A1;.62 \A1;4.38 \A1;4.38 \A1;.62 \A1;.44 \A1;.58 \A1;.68 \A1;1.61 \A1;2.95 \A1;.44 \A1;.96 \A1;.15 \A1;.15 \A1;.30 \A1;5.04 \A1;18.00 \A1;10.00 \A1;18.00 \A1;1.30 \A1;2.30 \A1;.10 \A1;.60 \A1;.90 \A1;.90 \A1;.60 \A1;.30 \A1;.10 \A1;.10 DETALLE DE EQUIPAMIENTO CONSTRUCCION DE LOSA MULTIDEPORTIVA MUNICIPALIDAD SAN JUAN DE RONTOY Lamina : DE-01 Proyectista: Revisado: Plano : Proyecto : ANCASH SAN JUAN DE RONTOY ANTONIO RAIMONDI Dist: Prov: Dpto: ALCALDE: FELIX SANDOVAL DIAZ ING° AGUSTO GAMARRA MICHEL CIP. 77865 REG.CONSUCODE C-4453 DE ULTOPUQUIO DETALLE DE EQUIPAMIENTO CONSTRUCCION DE LOSA MULTIDEPORTIVA MUNICIPALIDAD SAN JUAN DE RONTOY Lamina : DE-01 Escala: Dibujo: Proyectista: R.M.L.V. Revisado: Plano : Proyecto : JULIO 2007 1:100 Fecha: ANCASH ULTOPUQUIO SAN JUAN DE RONTOY ANTONIO RAIMONDI Dist: Localidad: Prov: Dpto: ALCALDE: FELIX SANDOVAL DIAZ ING° AGUSTO GAMARRA MICHEL CIP. 77865 REG.CONSUCODE C-4453 DE ULTOPUQUIO DETALLE DE EQUIPAMIENTO CONSTRUCCION DE LOSA MULTIDEPORTIVA MUNICIPALIDAD SAN JUAN DE RONTOY Lamina : DE-01 Escala: Dibujo: Proyectista: R.M.L.V. Revisado: Plano : Proyecto : JULIO 2007 1:100 Fecha: ANCASH ULTOPUQUIO SAN JUAN DE RONTOY ANTONIO RAIMONDI Dist: Localidad: Prov: Dpto: ALCALDE: FELIX SANDOVAL DIAZ ING° AGUSTO GAMARRA MICHEL CIP. 77865 REG.CONSUCODE C-4453 DE ULTOPUQUIO FECHA : LOSA DEPORTIVA PROCENIO ESCALA : OBRA : PLANO : PROFESIONAL : DIBUJO : LÁMINA N° : INDICADA MUNICIPALIDAD PROVINCIAL DE HUARI A-09 OCTUBRE - 2011 “MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E.I. N° 414 - DE LA LOCALIDAD DE HUAMPARÁ, DISTRITO DE HUARI, PROVINCIA DE HUARI-ANCASH”. \A1;.60 \A1;.10 \A1;.30 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.60 \A1;.30 \A1;7.50 \A1;11° GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; GFGF FFD D GFGF FFD D GOLD 2 0.9451,0.7765,0.4784 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.12") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 RED GOURAUD 0.8157,0.1216,0.0824 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.63") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "1")(11 "Ks" "1")(11 "roughness" "0.68") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 4 4 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 3 3 3 3 3 3 5 5 5 5 5 5 5 5 5 JUNTA RELLENADA CON MEZCLA ASFALTICA E=1/2" \A1;SARDINEL SUMERGIDO 5 5 5 5 5 5 LOSA DE CONCRETO LOSA DE CONCRETO LOSA DE CONCRETO AFIRMADO AFIRMADO TERRENO NATURAL TERRENO NATURAL Esc. 1/15 CORTE 1-1 Esc. 1/100 CORTE 2-2 Escala: 1/100 DETALLE DE JUNTAS Y LINEAS DE TRAZO JUNTA RELLENADA CON MEZCLA ASFALTICA E=1/2" \A1;SARDINEL SUMERGIDO 5 5 5 5 5 5 LOSA DE CONCRETO LOSA DE CONCRETO LOSA DE CONCRETO AFIRMADO AFIRMADO TERRENO NATURAL TERRENO NATURAL Esc. 1/15 CORTE 3-3 Esc. 1/100 CORTE 4-4 UÑAS LOSA DEPORTIVA JUNTAS PROSCENIO NPT = 0.10m NPT = 0.10m NPT = +0.60m NPT = +0.60m 1 2 3 4 5 LOSA DE CONCRETO LOSA DE CONCRETO AFIRMADO AFIRMADO TERRENO NATURAL TERRENO NATURAL NPT = 0.00m NPT = +0.50m 1 2 3 4 5 LOSA DE CONCRETO LOSA DE CONCRETO AFIRMADO AFIRMADO TERRENO NATURAL TERRENO NATURAL NPT = 0.10m NPT = +0.65m 5 5 5 5 Esc. 1/15 CORTE 2-2 JUNTAS LOSA DEPORTIVA . La calidad del concreto será f'c= 175 kg/cm2. . Las juntas de dilatación serán rellenas con mastike de asfalto o brea con arena. . El Afirmado sera con material seleccionado. ESPECIFICACIONES TECNICAS : JUNTA RELLENADA CON MEZCLA ASFALTICA E=1/2" \A1;SARDINEL SUMERGIDO 5 5 5 5 5 5 LOSA DE CONCRETO LOSA DE CONCRETO LOSA DE CONCRETO AFIRMADO AFIRMADO TERRENO NATURAL TERRENO NATURAL Esc. 1/15 CORTE 1-1 Esc. 1/100 CORTE 2-2 UÑAS PATIO NPT = 0.10m NPT = 0.10m Esc. 1/15 CORTE 2-2 JUNTAS PATIO Esc. 1/15 CORTE 3-3 JUNTAS PROSCENIO Esc. 1/15 CORTE 1-1 DETALLE DE ESCALERA 5 5 5 5 LOSA DE CONCRETO AFIRMADO TERRENO NATURAL Esc. 1/15 VEREDAS NPT = 0.20m JUNTA RELLENADA CON MEZCLA ASFALTICA E=1/2" 5 5 LOSA DE CONCRETO LOSA DE CONCRETO AFIRMADO TERRENO NATURAL NPT = 0.20m Esc. 1/15 VEREDAS . El acabado Estara Incluido en los C.U. . El Bruñado de acuerdo al Plano Principal PATIO DE FORMACION PROCENIO 3 2 1 5 5 5 5 N.P.T. = + 0.10 PISO PULIDO Y BRUÑADO DE CEMENTO N.P.T. = + 0.70 PISO PULIDO Y BRUÑADO DE CEMENTO 5 5 4 5 5 TERRENO NATURAL TERRENO NATURAL RELLENO AFIRMADO LOSA DE CONCRETO NPT = +0.70m NPT = +0.10m 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 Escala: 1/100 PLANTA LOSA Y PROCENIO PATIO DE FORMACION PROCENIO A A VISTA ISOMETRICO PATIO DE FORMACION - PROCENIO CORTE A - A 5 5 5 5 VISTA ISOMETRICO PATIO DE FORMACION - PROCENIO P2 P2 V1' V2' N.P.T. = + 0.20 N.P.T. = + 0.35 V2 V4 V1 V4 V2' V2' PISO DE MADERA MACHIHEMBRADA SALA DE USOS MULTIPLES N.P.T. = + 0.20 PISO DE MADERA MACHIHEMBRADA AULA DE CLASES ARCHIVO DIRECCION N.P.T. = + 0.20 PISO DE MADERA MACHIHEMBRADA N.P.T. = + 0.20 PISO PULIDO DE CEMENTO P2 ALTILLO DE EXPOSICION 5 5 5 5 P1 V3 V5 V6 N.P.T. = + 0.15 VEREDA PISO PULIDO Y BRUÑADO I.E.I N° 414 - HUAMPARAN 5 5 VISTA ISOMETRICO PATIO DE FORMACION - PROCENIO 5 RAMPA 5 DETALLE DE EQUIPAMIENTO CONSTRUCCION DE LOSA MULTIDEPORTIVA MUNICIPALIDAD SAN JUAN DE RONTOY Lamina : DE-01 Proyectista: Revisado: Plano : Proyecto : ANCASH SAN JUAN DE RONTOY ANTONIO RAIMONDI Dist: Prov: Dpto: ALCALDE: FELIX SANDOVAL DIAZ ING° AGUSTO GAMARRA MICHEL CIP. 77865 REG.CONSUCODE C-4453 DE ULTOPUQUIO DETALLE DE EQUIPAMIENTO CONSTRUCCION DE LOSA MULTIDEPORTIVA MUNICIPALIDAD SAN JUAN DE RONTOY Lamina : DE-01 Escala: Dibujo: Proyectista: R.M.L.V. Revisado: Plano : Proyecto : JULIO 2007 1:100 Fecha: ANCASH ULTOPUQUIO SAN JUAN DE RONTOY ANTONIO RAIMONDI Dist: Localidad: Prov: Dpto: ALCALDE: FELIX SANDOVAL DIAZ ING° AGUSTO GAMARRA MICHEL CIP. 77865 REG.CONSUCODE C-4453 DE ULTOPUQUIO DETALLE DE EQUIPAMIENTO CONSTRUCCION DE LOSA MULTIDEPORTIVA MUNICIPALIDAD SAN JUAN DE RONTOY Lamina : DE-01 Escala: Dibujo: Proyectista: R.M.L.V. Revisado: Plano : Proyecto : JULIO 2007 1:100 Fecha: ANCASH ULTOPUQUIO SAN JUAN DE RONTOY ANTONIO RAIMONDI Dist: Localidad: Prov: Dpto: ALCALDE: FELIX SANDOVAL DIAZ ING° AGUSTO GAMARRA MICHEL CIP. 77865 REG.CONSUCODE C-4453 DE ULTOPUQUIO FECHA : PLANTA CORTES Y ISOMETRIA ESCALA : OBRA : PLANO : PROFESIONAL : DIBUJO : LÁMINA N° : INDICADA MUNICIPALIDAD PROVINCIAL DE HUARI A-10 OCTUBRE - 2011 “MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS DE LA I.E.I. N° 414 - DE LA LOCALIDAD DE HUAMPARÁ, DISTRITO DE HUARI, PROVINCIA DE HUARI-ANCASH”.

Language	Spanish
Drawing Type	Detail
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, center, constructive, DETAIL, details, DWG, outdoor, patio, projet de centre de sports, recreation, sports center, sports center project, sportzentrum projekt