Plant Segregation Sanitary Filler DWG Block for AutoCAD

Corresponds to the structures necessary for the segregation of solid waste in the community

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

Ing. Sixth diaz diaz, Approved, Ing. R. rock, drawing:, Ing. The tantrum, revised:, F.m., date:, scale:, Peruvian basf s.a., terrace, Npt, kind, width, ledge, high, legend, forte, Street, metallic fence, control, Joists, Between beams, Plant cover, arc, Between arc, Of calamine, joist, see note, Corrugated iron, cut, Esc:, joist, Bracing, Notes, If the irons are made of carbon steel, Use electrodes, Last with, Esc:, Parabolic construction scheme, Parabolic construction scheme, Esc:, latest, Reinforce bi, Grout, nut, washer, standard, Ntc, base, Templator, Smooth, Corrugated, San andres cross, see detail, tight, San andres cross, bi, Bs, Fo. smooth, Esc:, cut, Share crosses of san andres in each arch, The profiles will be of structural steel according to, Corrugated iron according to standard astm, Standard astm, grade, Technical specifications, If the irons are made of carbon steel, Use electrodes, note, see, Fo. smooth, Esc:, section, Fo. corrugated, tissue, Elevation joist, Fo. smooth, Mr. Carlos alarcon solis, date:, Warehouse storage, Cover details, San juan de lurigancho lima unit, draft:, Location:, draft:, flat:, professional:, Owner’s signature:, Professional signature:, design:, C.n.e., drawing, F.m., revised:, C.n.e., Ing. Christian neyra eyzaguirre, owner:, Block lot urb. Big corner, scale:, Cip, sheet:, Esp., note, detail, Esc:, side, Esc:, Esp., see note, Side plate, Base iron, Bolts, see detail, Base iron, Esc:, Base iron, detail, column, Isometry of joist, tissue, Fo. smooth, Fo. corrugated, Fo. smooth, Last with, Esc:, Parabolic construction scheme, Reinforce bi, Corrugated, Bracing, Between beams, Joists, section, For bolts, Hollows with chinese eye, Degree bolt, nut, washer, standard, base, see note, Fo. smooth, Bs, bi, San andres cross, cut, Esc:, Hollows with chinese eye, For bolts, column, Base iron, Esc:, Base iron, see detail, Bolts, Base iron, Side plate, see note, Esp., Esc:, side, Esc:, detail, note, Esp., tight, Corrugated, San andres cross, Smooth, Templator, If the irons are made of carbon steel, Use electrodes, N.p.t., plant, fiber, base, flat:, Coverage structure, Segregation plant, Quotas, design:, drawing:, date:, scale:, sheet, Meters, Ancash, responsable:, Location:, flat:, owner:, solar, S.r.l., corporation, Department:, province:, location:, district:, Huari, Huvín de huantar, Agush, District municipality of huván de huantar, Ing., March, Ing., flat:, Details, electrical installations, Segregation plant, flat:, elevation, architecture, Segregation plant, In wooden box, Valve location detail, hinge, of distribution, Location of the board, Mm, door stopper, shooter, General board box, Mm. Sap, T.g., Mm. Sap, reservation, Mm. Sap, Outlet, lighting, Grounding hole, Electric panel single line diagram, Mm copper bar, charcoal, Salt, Pvc sap mm nude, Sieved earth, Connector, Reinforced concrete cover, Esc., Grounding well, Esc., Lifting plant, architecture, Segregation plant, fiber, Esp., side, Esc:, Side plate, Base iron, Base iron, Esc:, For bolts, Hollows with chinese eye, Fo. corrugated, Esc:, cut, angle, detail, Esc:, Esp., Base iron, column, see note, note, see detail, Bolts, See plant, Esc:, Elevation joist, note, see, Esc:, section, tissue, Of polypropylene, joist, fiber, see note, cut, Esc:, joist, Bracing, Bracing, Between beams, Isometry of joist, detail, Degree bolt, nut, washer, standard, base, see detail, see detail, tight, Smooth, Templator, section, Esc:, Plant cover, latest, Esc:, Parabolic construction scheme, Share crosses of san andres in each arch, The profiles will be of structural steel according to, Corrugated iron according to standard astm, Standard astm, grade, Technical specifications, If the irons are made of carbon steel, Use electrodes, Esc:, Foundation, Esc:, detail, Esc., double, Npt, Rto, double, detail, Esc., double, double, Rto, double, Column table, section, steel, stirrup, Bracing beam, Technical specifications, Assumed for the design, overload, Permissible soil pressure, Sole, Beams, Coatings, Corrugated bars, concrete, steel, concrete, Sole, Degree astm, For the layout of the foundation, Notes:, Columns, ground, Beam, Foundation, Npt, Shoe detail, scale:, Concrete slab plant, Esc:, Concrete slab, Affirmed, Temperature steel, Esc., Face, Emptied, Joint filled with, Asphalt mortar, Between each cloth, Sealing material, half, Painted greased, Expansion tube, Floor detail, Esc., Asphalt mortar, Dfetalle of joint, Reduced stop, Column detail, scale:, Foundation beam, Foundation, detail, column, Ceiling of strong fiber m., Fie tube rails

Raw text data extracted from CAD file:

Ing. SIXTO DIAZ DIAZ APROBO: Ing. R. Roca DIBUJO: Ing. O.Tanimoto REVISO: F.M.B. Junio-2002 FECHA: 1/25 ESCALA: BASF PERUANA S.A. TERRAZA NPT +5.20 2.00 V-1 1.10 1.30 TIPO ANCHO ALFEIZAR ALTO LEYENDA – A A – 7.17 \A1;34.00 \A1;0.30 \A1;37.500 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;6.19 \A1;0.485 \A1;0.185 \A1;5.89 \A1;0.30 \A1;0.30 \A1;2.945 \A1;2.945 \A1;1.70 S/Fibra Forte \A1;0.30 \A1;33.30 \A1;1.70 (segun Calamina) \A1;1.70 \A1;1.70 \A1;1.70 \A1;0.40 \A1;2.63 CALLE REJA METALICA -8049.549553649311 CONTROL -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 E-03 B VIGUETAS -8049.549553649311 – A -8049.549553649311 ENTRE VIGUETAS d 3/8″ PLANTA : COBERTURA -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 ARCO ENTRE ARCO d3/8″ -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 -8049.549553649311 L P DE CALAMINA VIGUETA -8049.549553649311 -8050.719111658015 VER NOTA 1 FIERRO CORRUGADO CORTE A-A ESC: 1/10 VIGUETA ARRIOSTRE d3/8″ NOTAS 1. SI LOS FIERROS SON DE ACERO AL CARBONO USAR ELECTRODOS E-70XX 1/100 \A1;33.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;6.185 \A1;0.343 \A1;0.343 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.56 \A1;0.50 \A1;0.26 \A1;0.05 \A1;0.31 \A1;0.50 \A1;0.576 \A1;0.50 \A1;0.30 \A1;0.343 \A1;0.15 \A1;32.75 \A1;1.49 \A1;1.49 \A1;1.04 \A1;0.94 \A1;0.85 \A1;.74 \A1;.64 \A1;.55 \A1;.40 \A1;.34 \A1;.25 \A1;.15 \A1;.05 \A1;6.00 \A1;5.25 -8061.720844049281 ULTIMO CON H= 5.25 ESC: 1/50 ESQUEMA CONSTRUCTIVO PARABOLICA C L ESQUEMA CONSTRUCTIVO PARABOLICA ESC: 1/50 ULTIMO -8061.720844049281 L C -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8061.720844049281 -8045.650315139892 -8061.720844049281 \A1;5.36 \A1;0.97 \A1;0.87 \A1;0.78 \A1;0.66 \A1;0.56 \A1;0.47 \A1;.37 \A1;.31 \A1;.21 \A1;.11 \A1;.05 \A1;1.49 \A1;1.49 \A1;5.36 \A1;5.64 REFORZAR BI 2L 2″x2″x¼”(C/EXT. del ARCO) \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.10 \A1;.09 \A1;0.12 \A1;.09 d \A1;25 GROUT \A1;.08 \A1;.08 \A1;.29 \A1;.10 R.07 -328401.5676654684 MK-6, MK-7 1 TUERCA Y 1 ARANDELA ESTANDAR -328401.5676654684 NTC -328401.5676654684 S/E -328401.5676654684 -328401.5676654684 d \A1;.10 \A1;P BASE \A1;.29 \A1;.08 \A1;\U+22055/8″ 33.30 0.50 0.30 TEMPLADOR d1-1/4″ Fo LISO Fo CORRUGADO 5 P .30x.50X3/8″esp. L CRUZ DE SAN ANDRES VER DETALLE 1 VER DETALLE 2 TIRANTE d1/2″ CRUZ DE SAN ANDRES d5/8″ B.I 2L 2″X2″X3/16″ B.S 2L 2″X2″X1/8″ d1/2″ Fo. LISO Fo. LISO ESC: 1/10 A E-02 CORTE A-A 1- COMPARTIR 7 CRUCES DE SAN ANDRES EN CADA ARCO 2- LOS PERFILES SERAN DE ACERO ESTRUCTURAL SEGUN 3- FIERRO CORRUGADO SEGUN NORMA ASTM A-615 NORMA ASTM A-36 fy= 2500 Kg/cm2 GRADO 60 fy= 4200 Kg/cm2 ESPECIFICACIONES TECNICAS 4- SI LOS FIERROS SON DE ACERO AL CARBONO USAR ELECTRODOS E-70XX 6.185 0.343 0.343 0.30 NOTA 4 VER Fo. LISO B – ESC: 1/10 ESC: 1/20 SECCION C-C d3/8″ Fo. CORRUGADO TEJIDO d3/8″ 0.15 0.30 ELEVACION VIGUETA Fo. LISO Sr. CARLOS ALARCON SOLIS FECHA: DEPOSITO Y ALMACEN COVERTURA – DETALLES UNIDAD 15 – SAN JUAN DE LURIGANCHO – LIMA PROYECTO: UBICACION: PROYECTO: PLANO: PROFESIONAL: FIRMA PROPIETARIO: FIRMA PROFESIONAL: DISEÑO: C.N.E. DIBUJO F.M.B. REVISO: C.N.E. Ing. CHRISTIAN NEYRA EYZAGUIRRE PROPIETARIO: Manzana X Lote 3 – URB. CANTO GRANDE E-03 1/50 MAR-2002 ESCALA: CIP 1859 LAMINA: 5 1/50 d1/2″ A B B L 2″x2″x3/16″ L 2″x2″x3/16″ -0.1266885669235762 6.144393823010432 6.144393823010432 6.144393823010432 0.31 6.144393823010432 L P 3/8″ esp. L 2″x2″x3/16″ NOTA 4 -0.1266885669235762 DETALLE -1 ESC: 1/10 P LATERAL L ESC: 1/10 3/8″ esp. VER NOTA 2 VER NOTA 3 VER NOTA 1 PLANCHA LATERAL PLANCHA BASE .30x.50×3/8″esp. PERNOS DE 5/8″ VER DETALLE PLANCHA BASE ESC: 1/10 0.3155796818823546 0.06334437150349 PLANCHA BASE DETALLE -2 d1/2″ d1-1/4″ S/E COLUMNA ISOMETRIA DE VIGUETA TEJIDO d3/8″ Fo. LISO Fo. CORRUGADO d1/2″ Fo. LISO d3/8″ 0.343 0.15 ULTIMO CON H= 5.36 ESC: 1/50 ESQUEMA CONSTRUCTIVO PARABOLICA C L -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 -7.972525525047331 5 <> REFORZAR BI 2L 2″x2″x¼”(C/EXT. del ARCO) d3/8″ Fo Corrugado ARRIOSTRES ENTRE VIGUETAS VIGUETAS SECCION B-B 0.10 0.15 0.15 0.10 .09 0.12 .09 DEd7/8″ PARA PERNOS d5/8″ 6 HUECOS CON OJO CHINO R.07 .10 PERNO GRADO 10 1 TUERCA Y 1 ARANDELA ESTANDAR P BASE NC .29 S/E .08 d5/8″ L \A1;0.50 \A1;0.30 \A1;0.56 \A1;0.50 \A1;0.26 \A1;0.05 \A1;0.31 \A1;0.50 \A1;0.576 \A1;0.50 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.10 \A1;.09 \A1;0.12 \A1;.09 VER NOTA 1 Fo. LISO Fo. LISO d1/2″ B.S 2L 2″X2″X1/8″ B.I 2L 2″X2″X3/16″ d5/8″ CRUZ DE SAN ANDRES 1402.511754198687 1402.511754198687 CORTE A-A ESC: 1/10 6 HUECOS CON OJO CHINO DEd7/8″ PARA PERNOS d5/8″ 1402.511754198687 1402.511754198687 1402.511754198687 1402.511754198687 1402.511754198687 1402.511754198687 1402.511754198687 COLUMNA PLANCHA BASE 1402.57509857019 1402.827333880569 ESC: 1/10 PLANCHA BASE VER DETALLE PERNOS DE 5/8″ .30x.50×3/8″esp. PLANCHA BASE PLANCHA LATERAL VER NOTA 3 VER NOTA 2 3/8″ esp. ESC: 1/10 L P LATERAL ESC: 1/10 DETALLE -1 1402.385065631763 NOTA 4 L 2″x2″x3/16″ P 3/8″ esp. L 1408.656148021697 1402.511754198687 1408.656148021697 1408.656148021697 1408.656148021697 1402.385065631763 L 2″x2″x3/16″ L 2″x2″x3/16″ TIRANTE d1/2″ Fo CORRUGADO CRUZ DE SAN ANDRES Fo LISO TEMPLADOR d1-1/4″ 1. SI LOS FIERROS SON DE ACERO AL CARBONO USAR ELECTRODOS E-70XX N.P.T. \A1;0.30 \A1;0.20 \A1;0.04 \A1;0.25 \A1;0.30 \A1;0.40 \A1;0.30 \A1; .083 \A1;.234 \A1;.083 \A1;.09 \A1;.12 \A1;.09 \A1;0.20 \A1;0.30 \A1;0.32 \A1;0.32 \A1;VER PLANTA \A1;0.25 \A1;0.289 \A1;0.289 \A1;0.15 \A1;0.25 \A1;0.85 (segun FIBRA FORTE) \A1;0.25 \A1;.10 \A1;P BASE \A1;.29 \A1;.08 \A1;d5/8″ \A1;9.55 \A1;1.46 B L . E . E A L A R A V M I N P O R S P I R I T V . . A . N N I E R S I D A D V A V T O C I O N A L . . . H R A Z A O C I X E O M A . . M D \A1;1.76 \A1;16.20 \A1;1.40 \A1;1.50 \A1;4.00 \A1;2.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;.10 \A1;0.15 \A1;0.30 \A1;1.40 \A1;4.00 \A1;2.50 \A1;0.25 \A1;0.50 \A1;.10 \A1;0.15 \A1;0.40 \A1;1.50 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.40 \A1;1.40 \A1;1.50 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;0.25 \A1;0.40 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;5.30 \A1;10.00 \A1;.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;.025 \A1;0.10 \A1;0.10 PLANO: ESTRUCTURA DE COBERTURA PLANTA DE SEGREGACIÓN \A1;3.00 \A1;4.00 \A1;1.08 \A1;1.50 \A1;0.40 \A1;1.46 \A1;1.46 \A1;0.18 \A1;0.30 \A1;2.70 \A1;1.76 \A1;0.50 \A1;1.40 \A1;0.50 \A1;0.60 \A1;2.70 \A1;3.20 \A1;2.30 \A1;1.00 \A1;5.18 \A1;4.50 \A1;1.00 \A1;1.76 \A1;1.08 \A1;3.00 \A1;0.30 \A1;0.40 \A1;1.40 \A1;0.30 \A1;0.30 \A1;1.60 \A1;2.00 \A1;1.10 \A1;2.00 \A1;1.20 \A1;3.50 \A1;38° COTAS: DISEÑO: DIBUJO: FECHA: ESCALA: LAMINA : METROS ANCASH RESPONSABLE: UBICACIÓN: C O N S T R U C C I Ó N D E L C E N T R O E C O L Ó G I C O A G U S H PLANO: PROPIETARIO: SOLAR S.R.L. CORPORACION DEPARTAMENTO: PROVINCIA: LOCALIDAD: DISTRITO: HUARI CHAVÍN DE HUANTAR AGUSH MUNICIPALIDAD DISTRITAL DE CHAVÍN DE HUANTAR A-1 ING. MARZO ING. B D C A PLANO: Y DETALLES INSTALACIONES ELECTRICAS PLANTA DE SEGREGACIÓN \A1;4.00 \A1;1.20 \A1;5.18 \A1;0.20 0 00 \A1;20° \A1;2.70 \A1;2.30 \A1;1.08 \A1;1.20 \A1;3.84 \A1;2.80 \A1;0.45 \A1;2.95 \A1;1.50 \A1;4.65 \A1;0.45 \A1;1.20 \A1;2.20 \A1;0.30 \A1;5.00 \A1;0.30 \A1;5.00 \A1;0.30 \A1;10.00 \A1;0.30 \A1;5.00 \A1;0.30 \A1;1.50 \A1;0.30 \A1;5.00 \A1;0.30 \A1;1.20 \A1;16.20 \A1;4.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.60 \A1;1.80 \A1;8.10 \A1;5.00 \A1;4.59 \A1;2.40 \A1;1.20 \A1;0.20 \A1;4.50 \A1;3.50 PLANO: ELEVACIÓN ARQUITECTURA PLANTA DE SEGREGACIÓN \A1;38° \A1;1.20 \A1;0.15 \A1;1.12 \A1;1.12 \A1;0.15 \A1;2.275 \A1;2.50 \A1;2.275 \A1;2.50 \A1;1.76 \A1;16.20 \A1;1.46 \A1;0.85 \A1;0.85 \A1;9.55 \A1;1.46 \A1;1.76 \A1;9.55 \A1;1.46 \A1;1.76 \A1;1.12 \A1;1.12 \A1;2.275 \A1;2.50 \A1;2.275 \A1;2.50 \A1;1.20 \A1;0.20 \A1;4.50 0.20 0.48 1.70 0.34 0,1 0,05 1,3 0,35 0,1 0,85 2,75 EN CAJA DE MADERA DETALLE DE UBICACION VALVULA -8943303.383595316 -8943303.383595316 BISAGRA DE DISTRIBUCION UBICACION DEL TABLERO -8943303.383595316 DE 12″ X 12″ mm TOPE DE PUERTA TIRADOR CAJA TABLERO GENERAL -8943303.383595316 2 – 6 m.m².TW. – 25 mm. ø SAP T.G. 2 x 30 A 2 – 6 m.m².TW. – 25 mm. ø SAP T.D.1 2 x 30 A 2 x 20 A RESERVA 2 – 6 m.m².TW. – 25 mm. ø SAP 2 – 6 m.m².TW. – 25 mm. ø SAP 2 – 6 m.m².TW. – 25 mm. ø SAP TOMACORRIENTE ALUMBRADO 2 x 20 A C – 2 C – 1 POZA DE TOMA DE TIERRA DIAGRAMA UNIFILAR DE TABLERO ELECTRICO BARRA DE COBRE DE 20 mm Æ CARBON VEGETAL SAL PVC – SAP 15 mm Æ 1 x 2.5 mm2. Desnuda TIERRA CERNIDA CONECTOR TAPA DE CONCRETO ARMADO DE 0.50 x 0.50 x 0.15 m -8943303.383595316 -8943303.383595316 -8943303.383595316 -8943303.383595316 -8943303.383595316 -8943303.383595316 -8943303.383595316 ESC. 1/50 POZO DE TOMA A TIERRA ESC. 1/50 ESC. 1/25 ESC. 1/25 0,1 0,05 1,3 0,35 0,1 0,85 2,75 0.48 1.70 0.34 PLANTA – ELEVACIÓN ARQUITECTURA PLANTA DE SEGREGACIÓN \A1;4.00 \A1;2.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;.10 \A1;0.15 \A1;0.30 \A1;1.40 \A1;0.85 (segun FIBRA FORTE) \A1;d 0.30 0.20 0.04 0.25 0.30 L P 3/8″ esp. P LATERAL L ESC: 1/20 PLANCHA LATERAL PLANCHA BASE .30x.40×3/8″esp. PLANCHA BASE ESC: 1/20 0.40 0.30 .083 .234 .083 .09 .12 .09 DEd7/8″ PARA PERNOS d5/8″ 4 HUECOS CON OJO CHINO Fo. CORRUGADO ESC: 1/20 CORTE B-B Angulo 2L d1/2″ 5 5 0.32 DETALLE -1 ESC: 1/20 3/8″ esp. PLANCHA BASE COLUMNA VER NOTA 3 VER NOTA 2 NOTA 4 0.32 VER DETALLE PERNOS DE 5/8″ VER PLANTA C – ESC: 1/50 ELEVACION VIGUETA 5 5 5 NOTA 4 VER ESC: 1/20 SECCION C-C d3/8″ TEJIDO d3/8″ d1/2″ 5 0.25 L P DE POLIPROPILENO E=2.7MM. VIGUETA 0.85 (segun FIBRA FORTE) 0.25 VER NOTA 1 CORTE B-B ESC: 1/10 VIGUETA ARRIOSTRE d3/8″ ARRIOSTRAMIENTO ENTRE VIGUETAS d 3/8″ A – ISOMETRIA DE VIGUETA DETALLE -2 d1/2″ d1/2″ S/E R.07 .10 PERNO GRADO 10 1 TUERCA Y 1 ARANDELA ESTANDAR P BASE NC .29 S/E .08 d5/8″ L 5 VER DETALLE 1 B E-2 A B B 5 P .20x.30×3/8″esp. L VER DETALLE 2 TIRANTE d1/2″ Fo LISO Fo LISO TEMPLADOR d1/2″ SECCION A-A ESC: 1/50 PLANTA : COBERTURA ULTIMO ESC: 1/50 ESQUEMA CONSTRUCTIVO PARABOLICA C L 5 5 1- COMPARTIR 7 CRUCES DE SAN ANDRES EN CADA ARCO 2- LOS PERFILES SERAN DE ACERO ESTRUCTURAL SEGUN 3- FIERRO CORRUGADO SEGUN NORMA ASTM A-615 NORMA ASTM A-36 fy= 2500 Kg/cm2 GRADO 60 fy= 4200 Kg/cm2 ESPECIFICACIONES TECNICAS 4- SI LOS FIERROS SON DE ACERO AL CARBONO USAR ELECTRODOS E-70XX ESC: 1/100 CIMENTACIÓN ESC: 1/100 C/SENTIDO @0.20 Z-2 C-2 5 5 d1/2″ 4.00 5 5 5 0.50 DETALLE C-2 .10 ESC. 1/40 C/SENTIDO d1/2″ @0.20 DOBLE NPT 5 Rto @.25 1@.05 10@.20 DOBLE DOBLE 2@.10 5 5 4.00 5 5 0.50 DETALLE C-1 .10 ESC. 1/40 C/SENTIDO d1/2″@0.20 DOBLE 5 1@.05 DOBLE 2@.10 5 5 Rto @.25 10@.20 DOBLE CUADRO DE COLUMNAS C-1 0.30×0.40 30 3/8″ 6d5/8″ SECCION 4d3/4″+2d5/8″ C-2 ACERO ESTRIBO 4d3/4″ 2d5/8″ 5 5 5 d1/2″ VIGA DE ARRIOSTE (0.25×0.40) 75 3/8″,1@.05, 2@.10 5 5 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 5 5 6d5/8″ 5 5 C-1 C-2 0.30×0.40 C/SENTIDO @0.20 Z-1 C-1 5 5 d1/2″ Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 f’c= 210 kg/cm2 ESPECIFICACIONES TECNICAS f’c= 100 kg/cm2 ASUMIDO PARA EL DISEÑO ASUMIDO PARA EL DISEÑO SOBRECARGA PRESION ADMISIBLE DEL SUELO SOLADO VIGAS RECUBRIMIENTOS BARRAS CORRUGADAS CONCRETO : ACERO CONCRETO SOLADO : 1.0 kg/cm2 1.0 kg/cm2 2.0 cm 5.0 cm fy=4200 kg/cm2 GRADO 60 ASTM A 615: 1.- PARA EL TRAZO DE LA CIMENTACION NOTAS: COLUMNAS TERRENO 7.5 cm 4.0 cm 1 2 3 4 1 2 3 4 5 5 5 5 5 5 VIGA DE VIGA DE CIMENTACIÓN NPT DETALLE DE ZAPATAS Escala: 1/40 5 5 4 d1/2″ PLANTA LOSA DE CONCRETO ESC: 1/100 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 .05 0.20 0.20 LOSA DE CONCRETO AFIRMADO ACERO DE TEMPERATURA ¼”@.30 ESC. 1:20 DETALLE-01 2da. FACE VACIADO JUNTA e=.025 RELLENO CON MORTERO ASFALTICO ENTRE CADA PAÑO MATERIAL DE SELLADO 0.20 3/4″x.30@.25 MITAD PINTADA Y ENGRASADA TUBO (CON TAPA) DE EXPANSION .025 0.10 0.10 DETALLE DE PISO ESC. 1:20 ESC. 1:20 MORTERO ASFALTICO DFETALLE DE JUNTA TOPE REBAJADO 1@.05 2@.10 R@.25 5 5 DETALLE DE COLUMNAS Escala: 1/20 VIGA DE CIMENTACIÓN VIGA DE CIMENTACIÓN VIGA DE CIMENTACIÓN VIGA DE CIMENTACIÓN CIMENTACIÓN DETALLE – 01 COLUMNA 5 5 5 5 1 1/4″x1 1/4″x3/16″ 1 1/4″x1 1/4″x3/16″ C L 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 2 3 4 5 6 7 5 5 C L 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 TECHO DE FIBRA FORTE 1.10 x 2.40 m. BARANDAS DE TUBO DE FIERRO DE d 2″ BARANDAS DE TUBO DE FIERRO DE d 2″ MURO DE LADRILLO TARRAJEADO CHUTE O RAMPA S=78 % 1 1.3 5 COLUMNA TRIANGULAR DE ESTRUCTURA METALICA h=3.5 3L 1 1/4″x1 1/4″x3/16″ Fierro Liso d 1/2″ ELEVACIÓN LATERAL ESC: 1/50 TIPO-O1 TIPO-O2 ELEVACIÓN FRONTAL ESC: 1/50 MURO TIPO-01 MURO TIPO-02 DETALLE DE CHUTE O RAMPA ESC: 1/75 DETALLE DE MURO DE CONTENCIÓN ESC: 1/40 5 5 PLANTA ELEVACIÓN 5 5 CHUTE O RAMPA PLANTA DE SEGREGACIÓN ESC: 1/100 NPT. +0.15 NPT. +1.23 CHUTE=78% NPT. +1.23 5 TECHO DE FIBRA FORTE 1.10 x 2.40 m. CERCO DE PROTECCIÓN DE MALLA MALLA OLIMPICA DE 1 1/4″ O SIMILAR 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 NPT. + 0.00 NPT. + 1.23 NPT. + 0.15 NPT. + 5.23 NPT. + 1.23 NPT. + 0.15 NPT. + 0.00 NPT. + 1.23 NPT. + 1.23 NPT. + 3.93 NPT. + 5.23 NPT. + 6.43 NPT. + 6.43 NPT. + 5.23 MURO DE CONTENCION 5 d=3/8″ @ 0.30M d=3/8″ @ 0.30M X X d=3/8″ @ 0.30M d=3/8″ @ 0.30M d=3/8″ @ 0.15M d=3/8″ @ 0.15M d=3/8″ @ 0.15M d=3/8″ @ 0.30M 5 5 CORTE X-X ESC: 1/50 CORRUGADO 5 5 TEJIDO d3/8″ Fo. CORRUGADO Fo. CORRUGADO d1/2″ CORRUGADO d3/8″ Fo. 0.15 d3/8″ Fo Corrugado ARRIOSTRES ENTRE VIGUETAS VIGUETAS ESC: 1/20 Angulo 2L 1 1/4″x1 1/4″x3/16″ Cobertura de Planchas polipropileno e=2.7mm. 2.275 5 2.275 5 Platina de 2″x3/8″ Platina de 2″x3/8″ VP01 VP01 VP01 VP01 C L VIGA – VP01 VIGA – VP01 VIGA – VP01 VIGA – VP01 VIGA – VP01 ULTIMO ESC: 1/50 ESQUEMA CONSTRUCTIVO PARABOLICA C L 5 5 5 VIGA – VP01 VIGA – VP01 VIGA – VP01 VIGA – VP01 ARRIOSTRAMIENTO ENTRE VIGUETAS d 3/8″ 5 5 A – PLANTA : COBERTURA ESC: 1/100 5 VER DETALLE 1 A E-02 A B B 5 P .30x.40X3/8″esp. L CRUZ DE VER DETALLE 2 SAN ANDRES TIRANTE d1/2″ Fo CORRUGADO Fo LISO TEMPLADOR d1/2″ 5 VP01 VP01 VP01 VP01 C L 5 VER DETALLE 1 B E-2 A B B 5 P .20x.30×3/8″esp. L VER DETALLE 2 TIRANTE d1/2″ Fo LISO Fo LISO TEMPLADOR d1/2″ SECCION A-A ESC: 1/50 5 C L 5 5 Cobertura de Planchas polipropileno e=2.7mm. 2.275 5 2.275 5 Platina de 2″x3/8″ Platina de 2″x3/8″ PLANTA DE SEGREGACIÓN ESC: 1/50 CHUTE=78% 5 5 5 MURO DE CONTENCION T.D.1 C – 1 De la Red C – 2 Sa C – 1 C – 1 C – 1 C – 1 C – 1 Fluorecente doble Fluorecente doble Fluorecente doble Fluorecente doble Fluorecente doble Fluorecente doble 5 BISAGRA DE DISTRIBUCION UBICACION DEL TABLERO 5 DE 12″ X 12″ mm TOPE DE PUERTA TIRADOR CAJA TABLERO GENERAL 5 2 – 6 m.m².TW. – 25 mm. ø SAP T.G. 2 x 30 A 2 – 6 m.m².TW. – 25 mm. ø SAP T.D.1 2 x 30 A 2 x 20 A RESERVA 2 – 6 m.m².TW. – 25 mm. ø SAP 2 – 6 m.m².TW. – 25 mm. ø SAP 2 – 6 m.m².TW. – 25 mm. ø SAP TOMACORRIENTE ALUMBRADO 2 x 20 A C – 2 C – 1 POZA DE TOMA DE TIERRA DIAGRAMA UNIFILAR DE TABLERO ELECTRICO BARRA DE COBRE DE 20 mm Æ CARBON VEGETAL SAL PVC – SAP 15 mm Æ 1 x 2.5 mm2. Desnuda TIERRA CERNIDA CONECTOR TAPA DE CONCRETO ARMADO DE 0.50 x 0.50 x 0.15 m 5 5 5 5 5 5 5 ESC. 1/25 ESC. 1/25 ESC. 1/25 POZO DE TOMA A TIERRA CIMIENTO CORRIDO 4.00 5 5 5 0.50 DETALLE C-2 .10 ESC. 1/40 C/SENTIDO d1/2″ @0.20 DOBLE NPT 5 Rto @.25 1@.05 10@.20 DOBLE DOBLE 2@.10 5 5 VIGA DE CIMENTACIÓN 30 3/8″,1@.05 3 @ 0.10 4 @ 0.15 R @ 0.25 30 3/8″,1@.05 3 @ 0.10 4 @ 0.15 R @ 0.25 30 3/8″ 30 3/8″,1@.05 3 @ 0.10 4 @ 0.15 R @ 0.25 3@.15 3@.15 R@.25 5 d1/2″ VIGA DE ARRIOSTE (0.25×0.40) 75 3/8″,1@.05, 2@.10 3@.15 R@.25 RAMPA 02 RAMPA 01 0.85 (segun FIBRA FORTE) CHUTE=78% RAMPA 01 RAMPA 02 PLANTA DE SEGREGACIÓN MURO DE CONTENCION PLANO: ESTRUCTURA PLANTA DE SEGREGACIÓN