Fishmeal Factory DWG Block for AutoCAD

Fishmeal Factory DWG Block for AutoCAD

Fishmeal factory – Architecture – Sanitaries – Structure

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

plane:, xxxxxxxxxxxxxxxxx, owner:, location:, professional:, specialty:, drawing cad:, esc:, date:, sheet:, architecture, distribution, first floor, xxxxxxxxxxxxxxxxxxxx, xxxxxxxxxxxxxxxxxxx, xxxxxxxx, jimmyaas, wire barbed, seated caravista brick, embedded in beam, mesh panel type cocada, office, surveillance, warehouse, warehouse prod. q., patio, dining room, electric workshop, garden, ramp, polished concrete floor, concrete slab, pedestrian circulation, laboratory, national ceramic floor, proy. empty, proy. roof, proy. roof flow, pedestrian traffic, property limit, parking, booth, disinfection, metal grid, bunker, water, pure, soft, cauldron, electric, sub station, cyclones, kitchen, cane roof, prod. chemical, circulation area, water cistern, supplies, yard maneuvers, expansion, receipt of raw material, solid waste storage, polished cement floor, wooden columns, structure, cistern, va, vc, v-ch, slab, column table, columns, column reinforcement, transversal reinforcement, foundation, flooring, column anchoring, running foundation, overburden, typical lightened roof detail, beams frame, general technical specifications, admissible soil pressure, regulations used for design, overloads, coatings, brick, mortar, concrete, -cement: portland type i – normal, -regular national regulations, -normes itintec, det. foundations, foundations vc, det. beam, foundation beam, cut a – a, plant – shoe, section a – a, tank plant, water level, affirmed, public network, comes from the, proj. elevated tank, arrives tub. of distribution, tank, water, industrial, septic, of treated drainage, direct discharge to cliff, box degreaser, percolator well, septic well, free discharge, ends in grid, anti-rodents, storm drain, rain evacuation, t.e, inst. sanitary sh, to register box, detail sewage treatment, entry, prefabricated, removable cover, tee sanit., hat, secondary septic tank, primary septic tank, free discharge to cliff, septic tank industrial waste, npt, collector trough , parapet, ntt, rain evacuation in lightened slab, det. tub lowering of, symbol, description, universal union, check valve, diameter reduction, gate valve, pvc pipe for cold water, tee, yee, water, legend, bronze threaded log, vent pipe, drain, pvc pipe for drain, box log, gravel, rope, rows, following, head, rope wall, comes from, septic tank, sheet, plastic, filling material, separated, bricks, concrete cover, natural terrain, placed in dovecote with joints, brick courses

Raw text data extracted from CAD file:

PLANO : XXXXXXXXXXXXXXXXX PROPIETARIO : UBICACION : PROFESIONAL : ESPECIALIDAD : DIBUJO CAD : ESC : FECHA : LAMINA : ARQUITECTURA DISTRIBUCION PRIMERA PLANTA XXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXX XXXXXXXX A-01 JimmyAAS 1/250 Noviembre - 2009 \A1;.70 \A1;2.60 \A1;.50 \A1;.20 \A1;2.60 \A1;.70 \A1;.90 \A1;.70 \A1;2.60 \A1;.70 \A1;2.60 \A1;1.70 \A1;.70 \A1;2.60 \A1;.50 \A1;.20 \A1;1.90 \A1;.90 A B C D E F G Alambre de Puas Asentado Ladrillo Caravista Asentado Ladrillo Caravista \LELEVACION INGRESO PRINCIPAL \H0.7143x;\l\C7;ESC: 1/50 Asentado Ladrillo Caravista Asentado Ladrillo Caravista Alambre de Puas Alambre de Puas N.T.T. +3.65 Empotra en viga Tubo de Fierro Ø 1" Empotra en viga Tubo de Fierro Ø 1" Tarrajeo C:A (1:4) Tarrajeo C:A (1:4) Tarrajeo C:A (1:4) Tarrajeo C:A (1:4) 10 1 2 3 4 5 6 7 8 9 N.T.T. +2.95 N.T.T. +2.95 PARAPETO H=.50 PARAPETO H=.50 PARAPETO H=.50 PARAPETO H=.50 \LELEVACION BLOQUE A \H0.7143x;\l\C7;ESC: 1/50 PANEL DE MALLA TIPO COCADA N.T.T. +0.15 N.T.T. +0.00 N.T.T. +0.15 N.T.T. +2.95 \LELEVACION BLOQUE B \H0.7143x;\l\C7;ESC: 1/50 PARAPETO H=.50 PARAPETO H=.50 A B C D E F G PARAPETO H=.50 5 5 NPT + 0.15 NPT + 0.15 NPT + 0.15 NPT + 0.15 OFICINA VIGILANCIA ALMACEN ALMACEN PROD. Q. NPT + 2.95 NPT + 2.95 \LCORTE A-A - BLOQUE B \H0.7143x;\l\C7;ESC: 1/50 5 5 5 A B C D E F G NPT + 0.15 NPT + 0.15 NPT + 0.15 NPT + 0.15 NPT + 2.95 NPT + 2.95 NPT + 2.95 PATIO COMEDOR TALLER ELECTRICO \LCORTE A-A - BLOQUE A \lESC: 1/50 5 5 10 9 8 7 6 5 4 5 5 5 5 PANEL DE MALLA TIPO COCADA PARAPETO H=.50 PARAPETO H=.50 PARAPETO H=.50 5 \LCORTE B-B - BLOQUE B \H0.7143x;\l\C7;ESC: 1/50 ALMACEN JARDIN 1 2 5 5 5 5 5 5 NPT + 2.95 NPT + 0.15 NPT + 0.15 NPT + 0.15 N.M.T. +3.30 N.M.T. +3.30 \A1;.15 \A1;8.00 \A1;.15 \A1;3.75 \A1;.15 \A1;10.20 \A1;1.90 \A1;6.45 \A1;.15 \A1;3.05 \A1;.15 \A1;34.10 \A1;.15 \A1;6.00 \A1;.15 \A1;3.90 \A1;.25 \A1;10.45 \A1;.15 \A1;4.00 \A1;3.85 \A1;.15 \A1;3.75 \A1;.15 \A1;12.20 \A1;.25 \A1;1.40 \A1;1.50 \A1;.90 \A1;.25 \A1;4.55 \A1;10.75 \A1;2.30 \A1;.25 \A1;2.58 \A1;.25 \A1;1.40 \A1;1.00 \A1;2.15 \A1;170.00 \A1;.15 \A1;.15 \A1;13.40 \A1;3.95 \A1;.15 \A1;19.70 \A1;37.50 \A1;3.30 \A1;19.70 \A1;37.50 \A1;5.00 \A1;29.30 \A1;25.25 \A1;76.20 \A1;170.00 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;11.05 \A1;7.10 \A1;.15 \A1;8.00 \A1;.15 \A1;3.75 \A1;.15 \A1;10.20 \A1;1.90 \A1;6.45 \A1;.15 \A1;3.05 \A1;.15 \A1;10.45 \A1;12.20 \A1;4.55 \A1;10.75 \A1;2.30 \A1;.15 \A1;3.35 \A1;.15 \A1;.25 \A1;.90 \A1;.85 \A1;.90 \A1;.15 \A1;3.35 \A1;.15 \A1;17.85 \A1;7.65 \A1;3.00 \A1;.15 \A1;2.75 \A1;.10 \A1;.15 \A1;3.10 \A1;.15 \A1;3.40 \A1;1.00 \A1;.25 \A1;2.55 \A1;.25 \A1;1.00 \A1;1.50 \A1;1.88 \A1;1.20 \A1;1.00 \A1;1.50 \A1;3.08 \A1;.15 \A1;.85 \A1;2.50 \A1;17.70 \A1;2.70 \A1;7.55 \A1;.25 \A1;2.90 \A1;.25 \A1;3.05 \A1;.25 \A1;3.05 \A1;.25 \A1;6.85 \A1;.25 \A1;2.90 \A1;.25 \A1;2.90 \A1;.25 \A1;6.55 \A1;.25 \A1;.25 \A1;3.27 \A1;3.28 \A1;.15 \A1;2.00 \A1;.15 \A1;2.30 \A1;.15 \A1;2.60 \A1;.15 \A1;2.90 \A1;2.30 \A1;.15 \A1;1.70 \A1;.90 \A1;.15 \A1;.25 \A1;3.30 \A1;3.05 \A1;.25 \A1;2.90 \A1;4.15 \A1;4.30 \A1;10.30 \A1;1.95 \A1;.35 \A1;1.25 \A1;2.65 \A1;.15 \A1;3.35 \A1;.15 \A1;7.65 \A1;.15 \A1;3.35 \A1;.15 \A1;3.00 \A1;7.00 \A1;4.15 \A1;1.25 \A1;4.85 \A1;7.55 \A1;1.25 \A1;1.45 \A1;1.50 \A1;3.40 \A1;3.50 \A1;3.00 \A1;3.50 \A1;1.65 \A1;57.10 \A1;1.45 \A1;18.40 \A1;6.50 \A1;53.80 \A1;1.45 \A1;2.30 \A1;2.90 \A1;6.55 \A1;6.85 \A1;10.45 \A1;7.30 \A1;11.90 \A1;3.30 \A1;6.05 \A1;2.80 \A1;3.55 \A1;5.45 \A1;9.50 \A1;7.30 \A1;3.45 \A1;.15 \A1;3.20 \A1;.15 \A1;3.50 \A1;5.50 \A1;.25 \A1;1.80 \A1;.15 \A1;.65 \A1;5.20 \A1;2.40 \A1;4.55 \A1;3.80 \A1;.25 \A1;2.75 \A1;1.45 \A1;7.00 \A1;4.15 \A1;1.25 \A1;4.85 \A1;1.50 \A1;.15 \A1;2.68 \A1;7.60 \A1;1.25 \A1;6.73 \A1;2.50 \A1;1.40 \A1;6.73 \A1;6.85 \A1;19.35 \A1;8.80 \A1;4.50 \A1;3.95 \A1;16.55 \A1;4.35 \A1;1.40 \A1;1.40 \A1;26.60 \A1;7.30 \A1;3.40 \A1;7.50 \A1;2.50 \A1;9.70 \A1;6.95 \A1;3.80 \A1;5.10 \A1;2.40 \A1;4.55 \A1;5.25 \A1;3.66 \A1;3.66 \A1;3.66 \A1;3.67 \A1;3.65 \A1;3.66 \A1;3.66 \A1;3.68 RAMPA Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm TALLER ELECTRICO PANEL DE MALLA TIPO COCADA Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm LOSA DE CONCRETO Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm LOSA DE CONCRETO NPT. +/- 0.00 JARDIN Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm CIRCULACION PEATONAL Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm COMEDOR Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm PATIO Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm LABORATORIO Piso Ceramico Nacional NPT. + 0.15 0.33 x 0.33 cm SH 1.70 2.58 V-2' 0.90 1.70 1.40 V-2 0.90 1.70 1.50 V-1 0.90 P-4 2.60 1.65 P-5 2.60 0.90 P-6 2.60 0.80 P-1 2.60 1.00 P-1 2.60 1.00 PROY. VACIO PROY. TECHO PROY. TECHO PROY. TECHO 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 A A \LPLANTA BLOQUE A \lESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROY. VOLADO DE TECHO CIRCULACION PEATONAL CIRCULACION PEATONAL CIRCULACION PEATONAL LIMITE DE PROPIEDAD ESTACIONAMIENTO CASETA DE DESINFECCION LIMITE DE PROPIEDAD REJILLA METALICA REJILLA METALICA REJILLA METALICA REJILLA METALICA REJILLA METALICA REJILLA METALICA REJILLA METALICA RAMPA RAMPA CASETA DE DESINFECCION BUNKER AGUA PURA AGUA BLANDA CALDERO CALDERO ELECTRICA SUB ESTACION CICLONES COCINA TECHO DE CAÑA NPT. + 0.15 ALMACEN NPT. + 0.15 OFICINA NPT. + 0.15 ALMACEN DE PROD. QUIMICOS NPT. + 0.15 VIGILANCIA NPT. + 0.15 AREA DE CIRCULACION NPT. +/- 0.00 JARDIN NPT. +/- 0.00 JARDIN CISTERNA DE AGUA NPT. + 0.15 INSUMOS NPT. + 0.15 NPT. + 0.15 RAMPA Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm TALLER ELECTRICO NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO NPT. +/- 0.00 JARDIN CIRCULACION PEATONAL NPT. + 0.15 COMEDOR NPT. + 0.15 PATIO NPT. + 0.15 LABORATORIO NPT. + 0.15 SH P-4 2.60 1.65 P-5 2.60 0.90 P-1 2.60 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.00 PATIO DE MANIOBRAS NPT. + 0.00 PATIO DE MANIOBRAS NPT. + 0.15 ENSANQUE NPT. + 0.15 RECEPCION DE MATERIA PRIMA NPT. + 0.15 RECEPCION DE MATERIA PRIMA NPT. + 0.15 ALMACEN DE RESIDUOS SOLIDOS NPT. + 0.00 PATIO DE MANIOBRAS NPT. + 0.00 PATIO DE MANIOBRAS \LPLANTA GENERAL \lESC: 1/200 Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm ALMACEN Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm OFICINA Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm ALMACEN DE PROD. QUIMICOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.70 1.50 V-1 0.90 1.70 2.55 V-2 0.90 1.70 1.50 V-1 0.90 1.70 1.20 V-3 0.90 Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm VIGILANCIA Piso Cemento Pulido NPT. + 0.15 1.00 x 1.00 m AREA DE CIRCULACION NPT. +/- 0.00 JARDIN NPT. +/- 0.00 JARDIN 5 5 5 5 CISTERNA DE AGUA Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm INSUMOS P-1 2.60 1.00 P-1 2.60 1.00 5 P-1 2.60 1.00 P-3 2.60 0.85 P-2 2.60 1.50 PROY. TECHO PROY. TECHO Piso Cemento Pulido NPT. + 0.15 1.00 x 1.00 m Piso Cemento Pulido NPT. + 0.15 1.00 x 1.00 m \LPLANTA BLOQUE B \lESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A A 5 5 5 5 5 5 5 5 5 5 5 5 Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm ENSANQUE \LPLANTA BLOQUE C \H0.7143x;\l\C7;ESC: 1/50 5 5 5 5 5 5 5 5 5 5 \LPLANTA BLOQUE D \H0.7143x;\l\C7;ESC: 1/50 5 5 5 5 Piso Cemento Pulido NPT. + 0.15 0.50 x 0.50cm 5 5 5 5 5 5 5 5 5 5 REJILLA METALICA 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 ELECTRICA SUB ESTACION MURO h=1.00 MURO h=0.60 0.50 2.90 V-5 2.10 0.50 3.00 V-4 2.10 5 5 5 5 P-4 2.60 0.90 P-4 2.60 0.90 P-45 2.60 3.05 0.50 2.90 V-5 2.10 0.50 2.90 V-6 2.10 0.50 2.90 V-6 2.10 0.50 2.90 V-5 2.10 0.50 2.90 V-5 2.10 0.50 1.80 V-7 2.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PISO DE CEMENTO PULIDO PISO DE CEMENTO PULIDO PISO DE CEMENTO PULIDO PISO DE CEMENTO PULIDO NPT. +/- 0.00 JARDIN PANEL DE MALLA TIPO COCADA PANEL DE MALLA TIPO COCADA 5 1.70 2.58 V-2' 0.90 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 COLUMNAS DE MADERA AREA DE CIRCULACION IMPRIMIR 3 JUEGOS ORIGINALES PAPEL BONG \A1;3.63 \A1;4.73 \A1;3.08 \A1;3.50 \A1;2.80 \A1;2.88 \A1;3.15 \A1;3.25 \A1;3.55 \A1;4.18 \A1;3.20 \A1;8.00 \A1;3.55 \A1;3.65 \A1;3.55 \A1;3.80 \A1;4.10 \A1;4.05 \A1;2.95 \A1;2.83 \A1;4.55 \A1;4.05 \A1;1.975 \A1;6.28 \A1;.80 \A1;.80 \A1;3.15 \A1;3.15 \A1;3.30 \A1;3.30 \A1;2.75 \A1;2.05 \A1;3.80 \A1;4.10 \A1;4.05 \A1;2.95 \A1;2.83 \A1;4.55 \A1;4.05 \A1;2.03 \A1;6.28 \A1;3.63 \A1;4.73 \A1;3.08 \A1;3.50 \A1;2.80 \A1;2.88 \A1;3.15 \A1;3.25 \A1;3.55 \A1;4.18 \A1;3.08 \A1;8.05 \A1;3.55 \A1;3.65 \A1;3.55 \A1;3.15 \A1;3.15 \A1;3.30 \A1;3.30 \A1;2.75 \A1;2.05 \A1;1.20 \A1;1.20 \A2;0.30 \A2;0.30 \A2;0.50 \A2;0.10 \A2;0.05 \A2;0.30 \A2;0.80 \A2;0.30 \A2;0.25 \A2;0.20 \A2;0.25 \A2;0.10 \A2;0.20 \A2;0.60 \A2;0.15 \A2;0.10 \A2;0.80 \A2;0.10 \A2;0.05 \A2;0.10 \A2;0.10 \A2;0.35 \A2;0.20 \A2;0.15 \A2;0.30 \A2;1.15 \A2;0.30 \A2;0.30 \A2;0.25 \A2;0.10 \A2;0.60 \A2;0.05 \A2;0.10 \A2;0.80 \A2;0.80 \A2;0.80 \A2;0.60 \A2;0.15 \A2;0.10 \A2;0.80 \A2;0.10 \A2;0.05 \A2;0.10 \A2;0.10 \A2;0.50 \A2;0.15 \A2;0.10 \A2;0.80 \A2;0.10 \A2;0.05 \A2;0.10 \A2;0.10 \A2;0.15 \A2;0.10 \A2;0.80 \A2;0.10 \A2;0.05 \A2;0.10 \A2;0.10 \A2;0.50 \A2;0.15 \A2;2.25 \A2;0.15 \A2;1.80 \A2;0.15 \A2;0.15 \A2;0.50 \A2;2.20 \A2;1.90 \A2;0.15 \A2;0.50 \A2;2.10 \A2;0.15 \A2;1.175 \A2;2.15 \A2;0.15 \A2;0.075 \A2;0.075 \A2;0.60 \A2;0.075 \A2;1.425 \A2;0.15 \A2;0.15 \A2;1.85 \A2;0.15 \A2;0.15 \A2;2.10 \A2;0.15 \A2;2.40 \A2;0.15 \A2;0.60 \A2;1.25 \A2;0.15 \A2;0.075 \A2;0.075 \A2;0.075 \A2;0.20 \A2;1.60 \A2;0.075 \A2;0.30 \A2;0.30 \A2;0.30 \A2;2.40 \A2;0.60 \A2;0.60 \A2;.10 \A2;.30 \A2;.10 \A2;.30 \A2;.10 \A2;.025 \A2;0.05 \A2;0.15 \A2;0.20 \A2;0.25 \A2;0.20 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 .15 .15 .15 .15 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 2' 3' A B C D 1 Estructura de cisterna C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 1 1 1 1 1 1 1 1 1 1 2 2 CIMENTACION BLOQUE "B" ESC : 1/50 2 2 2 2 2 2 3 3 4 4 4 4 4 4 5 5 5 5 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 VC (.25 x .30) C1 C1 C1 C1 2 2 2 2 4 4 4 4 CIMENTACION BLOQUE "A" ESC : 1/50 1 1 2 2 4 4 4 4 C3 C3 C3 C3 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 A 5 C D F B A E F 5 A C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Z1 Z1 Z1 Z1 Z1 Z1 VC (.25 x .30) VC (.25 x .30) VC (.25 x .30) 5 5 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 VC (.25 x .30) 2 2 2 2 4 4 4 4 4 4 C3 C3 N.P.T. + 0.15 N.P.T. + 0.15 CIMENTACION BLOQUE "C" ESC : 1/50 CIMENTACION BLOQUE "D" ESC : 1/50 VC (.25 x .30) 5 5 5 5 1 2 3 A B C N.P.T. + 0.15 N.P.T. + 0.15 2 2 2 2 2 2 2 2 4 4 4 4 4 4 C1 C1 C1 C2 C2 C1 C1 C1 5 5 2 2 2 2 4 4 4 4 N.P.T. + 0.15 C3 C3 C3 C3 1 2 A B 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 2' 3' A B C D 1 ALIGERADO BLOQUE "B" ESC : 1/50 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 A 5 C D F B A E F 5 ALIGERADO BLOQUE "C" ESC : 1/50 ALIGERADO BLOQUE "D" ESC : 1/50 5 5 5 5 1 2 3 A B C 5 5 1 2 A B V-101 V-102 V-101 V-101 V-101 V-101 V-102 V-101 V-101 V-101 V-A V-A V-A V-A V-A V-A V-C V-C V-C V-C V-C V-C 1 Ø 1/2" .60 .60 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" .60 .60 1 Ø 3/8" 1 Ø 3/8" A V-101 V-101 V-A V-A 1 Ø 1/2" .65 .65 1 Ø 3/8" 1 Ø 3/8" B ALIGERADO BLOQUE "A" ESC : 1/50 V-101 V-101 V-A1 V-A1 1 Ø 1/2" 1 Ø 3/8" A V-C V-C V-C V-103 V-103 V-103 V-103 V-103 V-103 V-103 V-103 V-103 V-A V-A V-A V-A V-A V-A V-A V-A V-CH V-CH V-A V-A V-A V-102 V-102 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" 1 Ø 3/8" 1.1O 1.1O 1.1O 1.1O 1.1O 1.1O 1.20 .85 1 Ø 1/2" 1 Ø 3/8" .85 .85 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" .85 .85 1 Ø 3/8" 5 5 V-C V-C V-C V-C A B C D V-C V-102 V-102 V-102 V-102 V-104 V-A V-A V-A V-A 1 Ø 1/2" .65 1.05 1 Ø 3/8" 1 Ø 3/8" .65 1.05 1 Ø 1/2" A V-A1 V-A1 V-A V-A 1 Ø 1/2" 1 Ø 3/8" V-C 4 Ø 1/2" Ø 1/4" 2 @ .05, 6 @ .10, RTO @ .25 0.15 x 0.25 LOSA ESC : 1/20 LOSA CUADRO DE COLUMNAS ESCALA 1:20 REMATE DE COLUMNAS 5 C-3 2 @ .05, 6 @ .10, RTO @ .25 6 Ø 5/8" Ø 3/8" C-2 0.25 x 0.35 ESCALA 1:20 DE COLUMNAS 5 5 REFUERZO TRANSVERSAL CIMIENTO SOLADAO 5 5 5 ESCALA 1:20 5 5 ANCLAJE DE COLUMNAS EN CIMIENTO CORRIDO SOBRECIMIENTO 5 5 V-102 ESC : 1/10 DETALLE DE TECHO ALIGERADO TIPICO CUADRO DE VIGAS ESC : 1/20 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RTO @ 0.25 5 -TIPO : P1 (MURO DE SOGA) 1:4 (CEMENTO : ARENA) = 1.00 Kg/cm2 ESPECIFICACIONES TECNICAS GENERALES PRESION ADMISIBLE DEL TERRENO REGLAMENTOS USADOS PARA EL DISEÑO -ALIGERADO 1er PISO : 250 Kg/m2 SOBRECARGAS -LOSAS Y VIGAS CHATAS : 2.50 cm -COLUMNAS : 3.00 cm RECUBRIMIENTOS -TIPO II : F'b=70 Kg/cm2 LADRILLO MORTERO -ALIGERADOS : Fc = 210 Kg/cm2 -VIGAS : Fc = 210 Kg/cm2 -COLUMNAS : Fc = 210 Kg/cm2 % P.G. -CIMIENTO : C° 1:10 + 30 -SOLADO : C° 1:12 CONCRETO -ACERO : GRADO 60 ( Fy = 4200 Kg/cm2) -CEMENTO : PORTLAND TIPO I - NORMAL -ZAPATAS : 7.50 cm -ZAPATAS : Fc = 210 Kg/cm2 -NORMA TECNICA E - 020 : CARGAS -NORMA TECNICA E - 070 : ALBAÑILERIA -REGLAMENTO NACIONAL DE EDIFICACIONES -NORMA TECNICA E - 050 : SUELOS Y CIMENTACIONES -NORMA TECNICA E - 030 : DISEÑO SISMORESISTENTE -NORMAS ITINTEC -NORMA TECNICA E - 040 : VIDRIOS -NORMA TECNICA E - 060 : CONCRETO -VIGA DE CIMENTACION : Fc = 210 Kg/cm2 (VERIFICAR EN OBRA) DET. CIMIENTOS ESC : 1/20 Ø 1/4" 1 @ 0.05 , 5 VC RTO @ 0.25 2 Ø 3/8" 5 4 Fe Ø 3/8" Ø 1/4 @ 0.25 SECCION 1 - 1 5 C° 1:10 + 30 % P.G N.P.T. + 0.15 5 5 Solado C : H = 1:12 5 5 5 5 5 5 N.T.N. ± 0.00 6 Ø 1/2" V-A 5 4 Ø 1/2" 3 @ 0.15, RTO @ 0.25 Ø 1/4" 1 @ 0.05, 4 @ 0.10, 5 5 V-A1 4 Ø 1/2" 3 @ 0.15, RTO @ 0.25 Ø 1/4" 1 @ 0.05, 4 @ 0.10, CIMENTACION VC 5 5 N.P.T. + 0.15 4 @ 0.10 Ø 1/4" 2 @ 0.05 6 Fe Ø 1/2" DET. VIGA DE 5 5 5 5 SOLADO C° 1:12 VIGA DE CIMENTACION Fe Ø 1/2" @ 0.15 A/S ESC : 1/20 CORTE A - A RTO @ 0.20 5 5 5 C1 Fe Ø 1/2" @ 0.15 A/S Fe Ø 1/2" @ 0.15 A/S 5 5 ESC : 1/20 PLANTA - ZAPATA A A -VIGAS PERALTADAS : 4.00 cm Z1 Z1 2 @ .05, 6 @ .10, RTO @ .25 4 Ø 1/2" Ø 1/4" C-1 0.25 x 0.25 4 Fe Ø 3/8" Ø 1/4 @ 0.25 SECCION 2 - 2 5 C° 1:10 + 30 % P.G N.P.T. + 0.15 5 5 Solado C : H = 1:12 5 5 5 5 5 N.T.N. ± 0.00 4 Fe Ø 3/8" Ø 1/4 @ 0.25 SECCION 3 - 3 5 C° 1:10 + 30 % P.G N.P.T. + 0.15 5 5 Solado C : H = 1:12 5 5 5 5 5 N.T.N. ± 0.00 4 Fe Ø 3/8" Ø 1/4 @ 0.25 SECCION 4 - 4 5 C° 1:10 + 30 % P.G N.P.T. + 0.15 5 5 Solado C : H = 1:12 5 5 5 5 5 N.T.N. ± 0.00 Fe Ø 1/2" @ 0.20 Fe Ø 1/2" @ 0.20 SECCION A - A 5 5 5 5 5 5 5 5 5 5 5 5 5 Fe Ø 1/2" @ 0.20 CAP : 2.00 m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CISTERNA 5 5 5 A A ESC : 1/25 ESC : 1/25 Nivel de agua 5 5 CAP : 6,000 Lts. 5 5 Fe Ø 1/2" @ 0.20 5 .10 .30 .10 .30 .10 .025 As temp. d1/4" @ 25 5 5 5 V-101 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RTO @ 0.25 5 5 Ø 1/2" 5 V-103 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RTO @ 0.25 5 4 Ø 5/8" 5 V-104 Ø 3/8" 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RTO @ 0.25 5 5 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" \LCORTE B - B \lESCALA : 1/25 JUNTA DE DILATACION RELLENADA CON ASFALTO 1" Y 2" CON TECKNOPORT LOSA DE CONCRETO AFIRMADO AFIRMADO LOSA DE CONCRETO e = 4" \LCORTE A-A \lESCALA : 1/25 5 5 5 5 \LDETALLE DE LOSAS 0.45 0.40 0.05 1.50 1.50 X 1.50 0.15 0.10 0.10 0.15 0.70 x 0.40 0.60 0.05 0.40 0.60 0.05 0.15 0.10 0.30 0.50 0.10 0.15 2.55 3.00 X 1.50 3.00 X 1.50 6.00 x 4.00 2.55 0.15 0.10 0.50 0.30 0.10 0.15 0.05 0.55 0.40 0.05 0.60 0.70 x 0.40 0.70 x 0.40 0.60 0.05 0.40 0.50 0.05 0.15 0.10 0.30 0.50 0.10 0.15 2.55 0.30 0.10 0.50 0.10 0.20 0.25 1.10 0.25 0.15 1.30 0.15 . 0.50 2.00 0.30 0.20 2.00 0.50 1.00 CIRCULACION PEATONAL CIRCULACION PEATONAL CIRCULACION PEATONAL ESTACIONAMIENTO CASETA DE DESINFECCION LIMITE DE PROPIEDAD CANALETA S = 0.50 % RAMPA RAMPA CASETA DE DESINFECCION BUNKER AGUA PURA AGUA BLANDA CALDERO CALDERO ELECTRICA SUB ESTACION CICLONES COCINA ALMACEN OFICINA ALMACEN DE PROD. QUIMICOS VIGILANCIA AREA DE CIRCULACION JARDIN JARDIN CISTERNA DE AGUA CAP. 6,000 Lts. INSUMOS NPT. + 0.15 RAMPA TALLER ELECTRICO NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO JARDIN COMEDOR PATIO LABORATORIO SH LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO LOSA DE CONCRETO NPT. + 0.15 LOSA DE CONCRETO NPT. + 0.00 PATIO DE MANIOBRAS NPT. + 0.00 PATIO DE MANIOBRAS ENSANQUE RECEPCION DE MATERIA PRIMA RECEPCION DE MATERIA PRIMA ALMACEN DE RESIDUOS SOLIDOS NPT. + 0.00 PATIO DE MANIOBRAS NPT. + 0.00 PATIO DE MANIOBRAS \LINST. SANITARIA DE AGUA \lESC: 1/200 JARDIN M RED PUBLICA VIENE DE LA Ø 2" Ø 2" Ø 2" Ø 1" Ø 1/2" Ø 1" CAP. 2,500 Lts. PROY. TANQUE ELEVADO Ø 2" DEL T.E ELECTROBOMNA DE 2 HP SUBE TUB. DE IMPULSION Ø 2" LLEGA TUB. DE DISTRIBUCION TUB DE SUCCION Ø 2" Ø 2" TUB DE LLENADO Ø 2" REDUCCION DE Ø 2" a 1" Ø 2" REDUCCION DE Ø 2" a 1" CANALETA S = 0.50 % CANALETA S = 0.50 % CANALETA S = 0.50 % S = 0.50 % S = 0.50 % S = 0.50 % TANQUE DE AGUAS INDUSTRIALES SEPTICO TANQUE DE DESAGUES TRATADOS DESCARGA DIRECTA A ACANTILADO SEPTICO TANQUE CAJA DESGRASADORA POZO PERCOLADOR POZO SEPTICO Ø 4" Ø 4" S = 1 % Ø 4" S = 1 % Ø 2" S = 1 % CR = 12" x 24" CT = ± 0.00 CF = - 0.50 CR = 12" x 24" CT = ± 0.00 CF = - 0.70 descarga libre termina en rejilla antiroedores del desague pluvial de evacuacion pluvial Llega tub. de desague Ø 4" T.E descarga libre termina en rejilla antiroedores del desague pluvial de evacuacion pluvial Llega tub. de desague Ø 4" descarga libre termina en rejilla antiroedores del desague pluvial S = 1% Tub. Evacuacion Pluvial Ø 4" S = 1% Tub. Evacuacion Pluvial Ø 4" de evacuacion pluvial Llega tub. de desague Ø 4" de evacuacion pluvial Llega tub. de desague Ø 4" de evacuacion pluvial Llega tub. de desague Ø 4" Ø 1/2" REDUCCION DE Ø 2" a 1" ESC : 1/50 INST. SANITARIAS S.H CR = 1.00 x 1.00 CT = + 0.15 CF = - 0.35 CR = 1.00 x 1.00 CT = + 0.15 CF = - 0.35 CR = 1.00 x 1.00 CT = + 0.15 CF = - 0.30 CR = 1.00 x 1.00 CT = + 0.15 CF = - 0.40 CR = 1.00 x 1.00 CT = + 0.15 CF = - 0.75 Ø 1/2" HACIA CAJA DE REGISTRO de evacuacion pluvial Llega tub. de desague Ø 4" Ø 4" R=4" S=2" S=2" Ø 4" Ø 4" Sube tub de ventilaciòn Ø 2" Llega Tub. Ø 1" DE T.E TUBO Ø 4" PVC ESC : 1/25 DETALLE TRATAMIENTO DE DESAGUES 5 5 5 5 5 1.50 X 1.50 CAJA DESGRASADORA 5 5 5 5 TUBO Ø 4" PVC INGRESO 0.70 x 0.40 5 5 5 5 0.05 Ø 0.20 m 3 TAPAS PREFABRICADAS CAP : 11.48 m3 C.T = 19.52 TAPA REMOVIBLE SOLADO 1 : 10 5 5 S = 2% 5 4 " x 4" TEE SANIT. TUBO Ø 4" PVC 5 VENT. Ø 4" F°G° SOMBRERO DE 5 5 5 TANQUE SEPTICO SECUNDARIO 3.00 X 1.50 3.00 X 1.50 6.00 x 4.00 TANQUE SEPTICO PRIMARIO 5 5 5 SOMBRERO DE VENT. Ø 4" F°G° 5 TUBO Ø 4" PVC TEE SANIT. 4 " x 4" 5 S = 2% 5 5 SOLADO 1 : 10 TUBO Ø 4" PVC TAPA REMOVIBLE C.T = 19.52 CAP : 11.48 m3 PREFABRICADAS 3 TAPAS Ø 0.20 m 0.05 5 5 5 5 0.70 x 0.40 0.70 x 0.40 5 5 5 5 0.05 Ø 0.20 m 3 TAPAS PREFABRICADAS CAP : 61.20 m3 C.T = 19.52 TAPA REMOVIBLE SOLADO 1 : 10 5 5 S = 2% 5 4 " x 4" TEE SANIT. 5 VENT. Ø 4" F°G° SOMBRERO DE DESCARGA LIBRE A ACANTILADO 5 5 5 TANQUE SEPTICO DE DESECHOS INDUSTRIALES S = 0.5% N.P.T SUMIDERO DE BRONCE Ø4" CODO d4" DESCARGA LIBRE A PISO O VEREDA (TERMINA EN MALLA ELECTROSOLDADA ANTIROEDORES) BAJANTE PVC d4" CANALETA RECOLECTORA LOSA PARAPETO N.T.T ESC : 1/25 EVACUACION PLUVIAL EN LOSA ALIGERADA DET. BAJADA TUB. DE SIMBOLO DESCRIPCION UNION UNIVERSAL VALVULA CHECK CODO 45° REDUCCION DE DIAMETRO CODO 90° VALVULA COMPUERTA TUBERIA PVC PARA AGUA FRIA TEE TRAMPA "P" - SUMIDERO YEE CODO 45° SIMBOLO A G U A L E Y E N D A REGISTRO ROSCADO DE BRONCE DESCRIPCION TUBERIA DE VENTILACION D E S A G U E TUBERIA PVC PARA DESAGUE L E Y E N D A CAJA DE REGISTRO GRAVA B Ø 4" 5 5 5 5 DE SOGA HILERAS SIGUIENTES 1 HILERA DE CABEZA MURO DE SOGA LLEGA DE TANQUE SEPTICO R=1.00 R=1.30 R=0.80 R=0.65 GRAVA B LAMINA PLASTICA MATERIAL DE RELLENO REG. Ø 4" 0.20 5 5 5 CODO Ø 4" x 90° 5 5 5 . 2.00 cm SEPARADOS LADRILLOS ESC : 1/25 5 ESC : 1/25 TAPA DE CONCRETO GRAVA 5 5 0.20 5 CORTE B - B POZO PERCOLADOR ( ETAPA FUTURA ) 5 PLANTA POZO PERCOLADOR ( ETAPA FUTURA ) TERRENO NATURAL ALTERNADAS CON 4 HILADAS SOLIDAS HORIZONTALES CON MEZCLA 1:5 VERTICALES Y ABIERTAS DE 0.04 m. COLOCADAS EN PALOMAR CON JUNTAS HILADAS DE LADRILLO

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	architecture, autocad, block, DWG, factory, industrial building, sanitaries, structure