Supported Water Reservoir 150m3 DWG Full Project for AutoCAD

Supported Water Reservoir 150m3 DWG Full Project for AutoCAD

RESERVOIR OF DRINKING WATER PROJECT SUPPORTED OF SANITATION; ARCHITECTURE IN PART; CUTS AND PLANT DETAIL

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

plant, Esc:, Valve stand, cut, Esc:, Overflow box, Esc:, Exit from the house, Entrance to the reservoir, hinge, Metal iron, Esc:, Metal iron, hinge, variable, Esc:, window, Metal window, wire mesh, coconut sweet, profile, cut, door:, Esc:, With lac plate, Wire mesh, Valve stand, cut, Esc:, Projected reservoir, Valve stand, Cantilever projection, Sea ladder, sidewalk, sidewalk, Sea ladder, Home entrance cover, Fiberglass seam ladder, Overflow box, Pre-fabricated cover, Overflow box, your B. Of ventilation, Sea ladder, Home entrance cover, Lacquer iron, welding, Hinges, Plate of blows, framework, anchorage, Cellocord, Esc:, Msnm. Msnm., Projected reservoir, Msnm. Msnm., Projected reservoir, Msnm. Msnm., Cellocord welding, Lacquer iron, anchorage, cut, Cellocord welding, framework, Metal door, Cover with brick pastry, Painted wall with similar teknomate, Painted wall painted with teknomate supermate, Cement counter, Rubbed, Fiberglass, Wall waterproofed with xypex, Painted wall painted with teknomate supermate, Fiberglass, Cover with brick pastry, Metal window mesh, Coconut wire, Sea ladder, Fiberglass, Cement counter, Rubbed, Esc:, hinge, House entrance, Detail: marine staircase valve stand, Detail: marine staircase, Esc:, Valve stand, hinge, House entrance, Fiberglass ladder, Home entrance cover, Projected reservoir, section, Esc .:, M.s.n.m. M.s.n.m., Dome beams, Team wall, Arreteaguas shot, Knots, Deck panels, detail, M.s.n.m. M.s.n.m., Ring beams, Esc .:, Dome beams, Arreteaguas shot, Knots, Deck panels, Door metal windows with anti-corrosion treatment enamel finish, Sidewalk polished cement floor polished each, The overhanging walls in booths will be tarred each side, Notes:, All ladders will be made of fiberglass see flat:, Add the inner walls of the concentrated xypex reservoir into, The first layer of the second layer of, Waterproofing, General works drinking water system, Sector reservoir, Architecture, dec., Issued for construction, L.b., J.s., drawing:, reviewed:, date:, approved:, Code of the plane:, scale:, Of sheet:, designer:, Approved, revised, description, Rev., date

Raw text data extracted from CAD file:

±0,00 \A1;5.70 \A1;2.90 \A1;2.75 \A1;2.97 \A1;0.25 \A1;2.82 \A1;6.04 \A1;0.25 \A1;3.95 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;R2.85 \A1;0.70 \A1;0.15 \A1;0.30 \A1;1.00 \A1;0.70 \A1;0.50 \A1;R3.05 \A1;1.00 \A1;2.50 \A1;5.70 \A1;5.90 \A1;0.12 \A1;1.10 \A1;0.65 \A1;2.65 \A1;1.30 \A1;0.60 \A1;0.12 \A1;0.15 \A1;0.60 \A1;VARIABLE \A1;0.12 \A1;0.12 \A1;0.15 \A1;0.12 \A1;2.20 A A ±0.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;6.04 \A1;1.00 \A1;1.70 \A1;0.12 \A1;0.30 \A1;5.70 \A1;0.30 \A1;0.15 \A1;2.50 \A1;0.12 \A1;4.40 \A1;0.25 \A1;0.64 \A1;4.43 \A1;0.25 \A1;0.64 \A1;0.15 \A1;1.50 \A1;2.35 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.20 \A1;2.65 \A1;6.30 \A1;6.30 \A1;4.00 \A1;2.11 \A1;0.60 \A1;0.60 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.90 \A1;0.90 \A1;0.12 \A1;0.90 \A1;0.60 \A1;1.00 \A1;0.50 \A1;0.70 \A1;0.90 \A1;0.40 \A1;0.20 \A1;0.12 \A1;0.60 \A1;0.12 \A1;1.15 \A1;3.08 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC: 1/50 5 CASETA DE VALVULAS CORTE A-A ESC: 1/50 5 5 5 CAJA DE REBOSE 5 5 5 5 5 5 5 5 5 5 5 5 5 0.12 0.12 L 2"x3"x1/4" 0.15 0.12 ESC: 1/10 SALIDA DE LA CASETA P L 2.1/2"x1.1/2"x1/4" d3/8"a0.15 0.60 INGRESO AL RESERVORIO L 2"x3"x1/4" L 2"x2"x1/8" L 2.1/2"x1.1/2"x1/4" P P 2d1/4"ANILLOS BISAGRA 0.12 PLANCHA METALICA 3/16" ESC: 1/10 PLANCHA METALICA 3/16" d3/8"a0.15 L 2"x2"x1/8" 2d1/4"ANILLOS BISAGRA 0.15 5 VARIABLE ESC: 1/25 VENTANA VENTANA METALICA MALLA DE ALAMBRE N° 12 COCADA 1" PERFIL L 1"X1"X1/8" PERFIL T 1"X 1 1/2"X1/8" S/E CORTE 3-3 PUERTA: P-01 ESC: 1/25 2.20 e= 1/16" CON PLANCHA LAC MALLA DE ALAMBRE N°12 Y COCADA 1" 2 CASETA DE VALVULAS N=340.00 NPT=339.35 CORTE B-B ESC: 1/50 NPT=339.35 NPT=340.15 RESERVORIO PROYECTADO CASETA DE VALVULAS NPT=339.35 PROYECCION DE VOLADIZO PROYECCION DE VOLADIZO NV=340.15 5 5 5 5 5 ESCALERA MARINERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VEREDA VEREDA NPT=339.35 NPT=339.35 NPT=340.15 NPT=338.65 NPT=338.65 5 VEREDA VEREDA 5 5 5 A A B B NV=339.35 ESCALERA MARINERA TAPA DE INGRESO A CASETA ESCALERA MARINERA DE FIBRA DE VIDRIO CAJA DE REBOSE TAPA PREFABRICADA CAJA DE REBOSE 1.00x2.20 P-1 5 5 5 TUB. DE VENTILACION ESCALERA MARINERA TAPA DE INGRESO A CASETA 5 5 PLANCHA LAC e= 1/16" SOLDADURA 3 BISAGRAS 4"X1 1/4" L 3/4"X3/4"X1/8" CHAPA DE 2 GOLPES MARCO L 1 1/4"X1 1/4"X1/8" ANCLAJE 1/2"x6" E-6011 CELLOCORD 1/8' 1-1 ESC: 1/25 5 5 5 5 5 NPT=338.65 5 5 5 5 5 01 02 03 04 01 02 03 04 NPT=340.15 5 NPT=339.35 5 VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. RESERVORIO PROYECTADO VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. RESERVORIO PROYECTADO VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. 5 L 3/4"X3/4"X1/8" SOLDADURA CELLOCORD T 3/4"X3/4"X1/8" PLANCHA LAC e= 1/16" ANCLAJE 1/2"x6" CORTE 2-2 S/E SOLDADURA CELLOCORD 1/8' MARCO L 1 1/4"X1 1/4"X1/8" NPT=339.55 PUERTA METALICA COBERTURA CON LADRILLO PASTELERO MURO PINTADO CON TEKNOMATE O SIMILAR MURO TARRAJEADO Y PINTADO CON TEKNOMATE O SUPERMATE CONTRAZOCALO DE CEMENTO FROTACHADO H=0.30 V-1 V-1 DE FIBRA DE VIDRIO MURO IMPERMEABILIZADO CON XYPEX MURO TARRAJEADO Y PINTADO CON TEKNOMATE O SUPERMATE DE FIBRA DE VIDRIO COBERTURA CON LADRILLO PASTELERO VENTANA METALICA MALLA DE ALAMBRE N°12 COCADA 1" ESCALERA MARINERA DE FIBRA DE VIDRIO CONTRAZOCALO DE CEMENTO FROTACHADO H=0.30 ESC: 1/25 0.90 BISAGRA 0.90 0.12 0.90 INGRESO A CASETA (VER DETALLE) DETALLE: ESCALERA MARINERA CASETA DE VALVULAS 5 S=0.5% S=0.5% 5 N=338.90 5 5 5 5 V-1 5 DETALLE: ESCALERA MARINERA ESC: 1/25 CASETA DE VALVULAS BISAGRA 0.12 0.60 0.12 INGRESO A CASETA (VER DETALLE) ESCALERA FIBRA DE VIDRIO NV=339.35 TAPA DE INGRESO A CASETA 5 5 RESERVORIO PROYECTADO SECCION A-A ESC.: 1/100 RAP-05 \W8.85714; VOLUMEN=150 m3 \W8.47619; CF=340.00 m.s.n.m. \W8.21429; N.A.=345.90 m.s.n.m. VIGAS DE CUPULA MURO DEL EQUIPO REMATE VIERTEAGUAS NUDOS PANELES DE CUBIERTA DETALLE C Y F RAP-05 \W8.85714; VOLUMEN=150 m3 \W8.47619; CF=340.00 m.s.n.m. \W8.21429; N.A.=345.90 m.s.n.m. VIGAS DE ANILLO ESC.: 1/100 VIGAS DE CUPULA REMATE VIERTEAGUAS NUDOS PANELES DE CUBIERTA 1 1 3 3 2 - PUERTA Y VENTANAS METALICAS CON TRATAMIENTO ANTICORROSIVO ACABADO CON ESMALTE (2 MANOS) - VEREDA : PISO DE CEMENTO PULIDO Y BRUÑADO CADA 1m. - LOS MUROS Y SOBRECIMIENTOS EN CASETAS SERAN TARRAJEADAS e=0.010m. A CADA LADO NOTAS: 1000mm 800 600 400 200 0 1:10 2500mm 2000 1500 1000 500 0 1:25 5000mm 4000 3000 2000 1000 1:50 0 - TODAS LAS ESCALERAS MARINERAS SERAN DE FIBRA DE VIDRIO VER PLANO: PAC-PL-TIP-VAR-DET-030. -SE AÑADIRA A LOS MUROS INTERNOS DEL RESERVORIO XYPEX CONCENTRADO EN 2 CAPAS, LA PRIMERA CAPA (3x1 DE AGUA), Y LA SEGUNDA CAPA (5x2 DE AGUA) PARA SU IMPERMEABILIZACION. OBRAS GENERALES - SISTEMA DE AGUA POTABLE RESERVORIO PROYECTADO RAP-05,V=150m3 - SECTOR 286 ARQUITECTURA - ELEVACIÓN, PLANTAS, CORTES Y DETALLES PAC-PL-SAP-RAP-ARQ-065 AP173 0 DIC. 2013 EMITIDO PARA CONSTRUCCION L.B. J.S. DIBUJO: REVISADO: FECHA: APROBADO: CODIGO DEL PLANO: ESCALA: N° DE LAMINA: PROYECTISTA: APROBÓ REVISÓ DESCRIPCIÓN REV. N° FECHA

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

plant, Esc:, Valve stand, cut, Esc:, Overflow box, Esc:, Exit from the house, Entrance to the reservoir, hinge, Metal iron, Esc:, Metal iron, hinge, variable, Esc:, window, Metal window, wire mesh, coconut sweet, profile, cut, door:, Esc:, Lacquered iron, Fence wire mesh, Valve stand, cut, Esc:, Projected reservoir, Valve stand, Cantilever projection, Sea ladder, sidewalk, sidewalk, Sea ladder, Entrance cover shed, Fiberglass sea ladder, Overflow box, Prefabricated cover, Overflow box, your B. Of ventilation, Sea ladder, Entrance cover shed, Lacquer iron, welding, Hinges, Plate of blows, framework, anchorage, Cellocord, Esc:, Msnm. Msnm., Projected reservoir, Msnm. Msnm., Projected reservoir, Msnm. Msnm., Cellocord welding, Lacquer iron, anchorage, cut, Cellocord welding, framework, Metal door, Cover with brick pastry, Painted wall with similar teknomate, Painted wall painted with teknomate supermate, Cement counter, Rubbed, Fiberglass, Wall waterproofed with xypex, Painted wall painted with teknomate supermate, Fiberglass, Cover with brick pastry, Metal window mesh, Coconut wire, Sea ladder, Fiberglass, Cement counter, Rubbed, Esc:, hinge, House entrance, Detail: marine staircase valve stand, Detail: marine staircase, Esc:, Valve stand, hinge, House entrance, Fiberglass ladder, Entrance cover shed, Projected reservoir, section, Esc .:, M.s.n.m. M.s.n.m., Dome beams, Team wall, Arreteaguas shot, Knots, Deck panels, detail, M.s.n.m. M.s.n.m., Ring beams, Esc .:, Dome beams, Arreteaguas shot, Knots, Deck panels, Door metal windows with anti-corrosion treatment enamel finish, Sidewalk polished cement floor polished each, The overhanging walls in booths will be tarred each side, Notes:, All sea ladders will be made of fiberglass see flat:, The internal walls of the concentrated xypex reservoir in, The first layer of the second layer of, Waterproofing., General works drinking water system, Sector reservoir, Architecture, dec., Issued for construction, L.b., J.s., drawing:, reviewed:, date:, approved:, Code of the plane:, scale:, Of sheet:, designer:, Approved, revised, description, Rev., date

Raw text data extracted from CAD file:

±0,00 \A1;5.70 \A1;2.90 \A1;2.75 \A1;2.97 \A1;0.25 \A1;2.82 \A1;6.04 \A1;0.25 \A1;3.95 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;R2.85 \A1;0.70 \A1;0.15 \A1;0.30 \A1;1.00 \A1;0.70 \A1;0.50 \A1;R3.05 \A1;1.00 \A1;2.50 \A1;5.70 \A1;5.90 \A1;0.12 \A1;1.10 \A1;0.65 \A1;2.65 \A1;1.30 \A1;0.60 \A1;0.12 \A1;0.15 \A1;0.60 \A1;VARIABLE \A1;0.12 \A1;0.12 \A1;0.15 \A1;0.12 \A1;2.20 A A ±0.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;6.04 \A1;1.00 \A1;1.70 \A1;0.12 \A1;0.30 \A1;5.70 \A1;0.30 \A1;0.15 \A1;2.50 \A1;0.12 \A1;4.40 \A1;0.25 \A1;0.64 \A1;4.43 \A1;0.25 \A1;0.64 \A1;0.15 \A1;1.50 \A1;2.35 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.20 \A1;2.65 \A1;6.30 \A1;6.30 \A1;4.00 \A1;2.11 \A1;0.60 \A1;0.60 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.90 \A1;0.90 \A1;0.12 \A1;0.90 \A1;0.60 \A1;1.00 \A1;0.50 \A1;0.70 \A1;0.90 \A1;0.40 \A1;0.20 \A1;0.12 \A1;0.60 \A1;0.12 \A1;1.15 \A1;3.08 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC: 1/50 5 CASETA DE VALVULAS CORTE A-A ESC: 1/50 5 5 5 CAJA DE REBOSE 5 5 5 5 5 5 5 5 5 5 5 5 5 0.12 0.12 L 2"x3"x1/4" 0.15 0.12 ESC: 1/10 SALIDA DE LA CASETA P L 2.1/2"x1.1/2"x1/4" d3/8"a0.15 0.60 INGRESO AL RESERVORIO L 2"x3"x1/4" L 2"x2"x1/8" L 2.1/2"x1.1/2"x1/4" P P 2d1/4"ANILLOS BISAGRA 0.12 PLANCHA METALICA 3/16" ESC: 1/10 PLANCHA METALICA 3/16" d3/8"a0.15 L 2"x2"x1/8" 2d1/4"ANILLOS BISAGRA 0.15 5 VARIABLE ESC: 1/25 VENTANA VENTANA METALICA MALLA DE ALAMBRE N° 12 COCADA 1" PERFIL L 1"X1"X1/8" PERFIL T 1"X 1 1/2"X1/8" S/E CORTE 3-3 PUERTA: P-01 ESC: 1/25 2.20 e= 1/16" CON PLANCHA LAC MALLA DE ALAMBRE N°12 Y COCADA 1" 2 CASETA DE VALVULAS N=340.00 NPT=339.35 CORTE B-B ESC: 1/50 NPT=339.35 NPT=340.15 RESERVORIO PROYECTADO CASETA DE VALVULAS NPT=339.35 PROYECCION DE VOLADIZO PROYECCION DE VOLADIZO NV=340.15 5 5 5 5 5 ESCALERA MARINERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VEREDA VEREDA NPT=339.35 NPT=339.35 NPT=340.15 NPT=338.65 NPT=338.65 5 VEREDA VEREDA 5 5 5 A A B B NV=339.35 ESCALERA MARINERA TAPA DE INGRESO A CASETA ESCALERA MARINERA DE FIBRA DE VIDRIO CAJA DE REBOSE TAPA PREFABRICADA CAJA DE REBOSE 1.00x2.20 P-1 5 5 5 TUB. DE VENTILACION ESCALERA MARINERA TAPA DE INGRESO A CASETA 5 5 PLANCHA LAC e= 1/16" SOLDADURA 3 BISAGRAS 4"X1 1/4" L 3/4"X3/4"X1/8" CHAPA DE 2 GOLPES MARCO L 1 1/4"X1 1/4"X1/8" ANCLAJE 1/2"x6" E-6011 CELLOCORD 1/8' 1-1 ESC: 1/25 5 5 5 5 5 NPT=338.65 5 5 5 5 5 01 02 03 04 01 02 03 04 NPT=340.15 5 NPT=339.35 5 VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. RESERVORIO PROYECTADO VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. RESERVORIO PROYECTADO VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. 5 L 3/4"X3/4"X1/8" SOLDADURA CELLOCORD T 3/4"X3/4"X1/8" PLANCHA LAC e= 1/16" ANCLAJE 1/2"x6" CORTE 2-2 S/E SOLDADURA CELLOCORD 1/8' MARCO L 1 1/4"X1 1/4"X1/8" NPT=339.55 PUERTA METALICA COBERTURA CON LADRILLO PASTELERO MURO PINTADO CON TEKNOMATE O SIMILAR MURO TARRAJEADO Y PINTADO CON TEKNOMATE O SUPERMATE CONTRAZOCALO DE CEMENTO FROTACHADO H=0.30 V-1 V-1 DE FIBRA DE VIDRIO MURO IMPERMEABILIZADO CON XYPEX MURO TARRAJEADO Y PINTADO CON TEKNOMATE O SUPERMATE DE FIBRA DE VIDRIO COBERTURA CON LADRILLO PASTELERO VENTANA METALICA MALLA DE ALAMBRE N°12 COCADA 1" ESCALERA MARINERA DE FIBRA DE VIDRIO CONTRAZOCALO DE CEMENTO FROTACHADO H=0.30 ESC: 1/25 0.90 BISAGRA 0.90 0.12 0.90 INGRESO A CASETA (VER DETALLE) DETALLE: ESCALERA MARINERA CASETA DE VALVULAS 5 S=0.5% S=0.5% 5 N=338.90 5 5 5 5 V-1 5 DETALLE: ESCALERA MARINERA ESC: 1/25 CASETA DE VALVULAS BISAGRA 0.12 0.60 0.12 INGRESO A CASETA (VER DETALLE) ESCALERA FIBRA DE VIDRIO NV=339.35 TAPA DE INGRESO A CASETA 5 5 RESERVORIO PROYECTADO SECCION A-A ESC.: 1/100 RAP-05 \W8.85714; VOLUMEN=150 m3 \W8.47619; CF=340.00 m.s.n.m. \W8.21429; N.A.=345.90 m.s.n.m. VIGAS DE CUPULA MURO DEL EQUIPO REMATE VIERTEAGUAS NUDOS PANELES DE CUBIERTA DETALLE C Y F RAP-05 \W8.85714; VOLUMEN=150 m3 \W8.47619; CF=340.00 m.s.n.m. \W8.21429; N.A.=345.90 m.s.n.m. VIGAS DE ANILLO ESC.: 1/100 VIGAS DE CUPULA REMATE VIERTEAGUAS NUDOS PANELES DE CUBIERTA 1 1 3 3 2 - PUERTA Y VENTANAS METALICAS CON TRATAMIENTO ANTICORROSIVO ACABADO CON ESMALTE (2 MANOS) - VEREDA : PISO DE CEMENTO PULIDO Y BRUÑADO CADA 1m. - LOS MUROS Y SOBRECIMIENTOS EN CASETAS SERAN TARRAJEADAS e=0.010m. A CADA LADO NOTAS: 1000mm 800 600 400 200 0 1:10 2500mm 2000 1500 1000 500 0 1:25 5000mm 4000 3000 2000 1000 1:50 0 - TODAS LAS ESCALERAS MARINERAS SERAN DE FIBRA DE VIDRIO VER PLANO: PAC-PL-TIP-VAR-DET-030. -SE AÑADIRA A LOS MUROS INTERNOS DEL RESERVORIO XYPEX CONCENTRADO EN 2 CAPAS, LA PRIMERA CAPA (3x1 DE AGUA), Y LA SEGUNDA CAPA (5x2 DE AGUA) PARA SU IMPERMEABILIZACION. OBRAS GENERALES - SISTEMA DE AGUA POTABLE RESERVORIO PROYECTADO RAP-05,V=150m3 - SECTOR 286 ARQUITECTURA - ELEVACIÓN, PLANTAS, CORTES Y DETALLES PAC-PL-SAP-RAP-ARQ-065 AP173 0 DIC. 2013 EMITIDO PARA CONSTRUCCION L.B. J.S. DIBUJO: REVISADO: FECHA: APROBADO: CODIGO DEL PLANO: ESCALA: N° DE LAMINA: PROYECTISTA: APROBÓ REVISÓ DESCRIPCIÓN REV. N° FECHA

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

plant, Esc:, valve stand, cut, Esc:, overflow box, Esc:, exit from the house, entrance to the reservoir, hinge, Metal iron, Esc:, Metal iron, hinge, variable, Esc:, window, metal window, wire mesh, coconut sweet, profile, cut, door:, Esc:, with lac plate, wire mesh, valve stand, cut, Esc:, projected reservoir, valve stand, cantilever projection, sea ​​ladder, sidewalk, sidewalk, sea ​​ladder, home entrance cover, fiberglass seam ladder, overflow box, pre-fabricated cover, overflow box, your B. of ventilation, sea ​​ladder, home entrance cover, lacquer iron, welding, Hinges, plate of blows, framework, anchorage, cellocord, Esc:, msnm. msnm., projected reservoir, msnm. msnm., projected reservoir, msnm. msnm., cellocord welding, lacquer iron, anchorage, cut, cellocord welding, framework, Metal door, cover with brick pastry, painted wall with similar teknomate, painted wall painted with teknomate supermate, cement counter, rubbed, Fiberglass, wall waterproofed with xypex, painted wall painted with teknomate supermate, Fiberglass, cover with brick pastry, metal window mesh, coconut wire, sea ​​ladder, Fiberglass, cement counter, rubbed, Esc:, hinge, house entrance, detail: marine staircase valve stand, detail: marine staircase, Esc:, valve stand, hinge, house entrance, fiberglass ladder, home entrance cover, projected reservoir, section, esc .:, M.s.n.m. M.s.n.m., dome beams, team wall, arreteaguas shot, Knots, deck panels, detail, M.s.n.m. M.s.n.m., ring beams, esc .:, dome beams, arreteaguas shot, Knots, deck panels, door metal windows with anti-corrosion treatment enamel finish, sidewalk polished cement floor polished each, the overhanging walls in booths will be tarred each side, Notes:, all ladders will be made of fiberglass see flat:, add the inner walls of the concentrated xypex reservoir into, the first layer of the second layer of, waterproofing, general works drinking water system, sector reservoir, architecture, dec., issued for construction, l.b., j.s., drawing:, reviewed:, date:, approved:, code of the plane:, scale:, of sheet:, designer:, Approved, revised, description, Rev., date

Raw text data extracted from CAD file:

±0,00 \A1;5.70 \A1;2.90 \A1;2.75 \A1;2.97 \A1;0.25 \A1;2.82 \A1;6.04 \A1;0.25 \A1;3.95 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;R2.85 \A1;0.70 \A1;0.15 \A1;0.30 \A1;1.00 \A1;0.70 \A1;0.50 \A1;R3.05 \A1;1.00 \A1;2.50 \A1;5.70 \A1;5.90 \A1;0.12 \A1;1.10 \A1;0.65 \A1;2.65 \A1;1.30 \A1;0.60 \A1;0.12 \A1;0.15 \A1;0.60 \A1;VARIABLE \A1;0.12 \A1;0.12 \A1;0.15 \A1;0.12 \A1;2.20 A A ±0.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;6.04 \A1;1.00 \A1;1.70 \A1;0.12 \A1;0.30 \A1;5.70 \A1;0.30 \A1;0.15 \A1;2.50 \A1;0.12 \A1;4.40 \A1;0.25 \A1;0.64 \A1;4.43 \A1;0.25 \A1;0.64 \A1;0.15 \A1;1.50 \A1;2.35 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.20 \A1;2.65 \A1;6.30 \A1;6.30 \A1;4.00 \A1;2.11 \A1;0.60 \A1;0.60 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.90 \A1;0.90 \A1;0.12 \A1;0.90 \A1;0.60 \A1;1.00 \A1;0.50 \A1;0.70 \A1;0.90 \A1;0.40 \A1;0.20 \A1;0.12 \A1;0.60 \A1;0.12 \A1;1.15 \A1;3.08 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC: 1/50 5 CASETA DE VALVULAS CORTE A-A ESC: 1/50 5 5 5 CAJA DE REBOSE 5 5 5 5 5 5 5 5 5 5 5 5 5 0.12 0.12 L 2"x3"x1/4" 0.15 0.12 ESC: 1/10 SALIDA DE LA CASETA P L 2.1/2"x1.1/2"x1/4" d3/8"a0.15 0.60 INGRESO AL RESERVORIO L 2"x3"x1/4" L 2"x2"x1/8" L 2.1/2"x1.1/2"x1/4" P P 2d1/4"ANILLOS BISAGRA 0.12 PLANCHA METALICA 3/16" ESC: 1/10 PLANCHA METALICA 3/16" d3/8"a0.15 L 2"x2"x1/8" 2d1/4"ANILLOS BISAGRA 0.15 5 VARIABLE ESC: 1/25 VENTANA VENTANA METALICA MALLA DE ALAMBRE N° 12 COCADA 1" PERFIL L 1"X1"X1/8" PERFIL T 1"X 1 1/2"X1/8" S/E CORTE 3-3 PUERTA: P-01 ESC: 1/25 2.20 e= 1/16" CON PLANCHA LAC MALLA DE ALAMBRE N°12 Y COCADA 1" 2 CASETA DE VALVULAS N=340.00 NPT=339.35 CORTE B-B ESC: 1/50 NPT=339.35 NPT=340.15 RESERVORIO PROYECTADO CASETA DE VALVULAS NPT=339.35 PROYECCION DE VOLADIZO PROYECCION DE VOLADIZO NV=340.15 5 5 5 5 5 ESCALERA MARINERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VEREDA VEREDA NPT=339.35 NPT=339.35 NPT=340.15 NPT=338.65 NPT=338.65 5 VEREDA VEREDA 5 5 5 A A B B NV=339.35 ESCALERA MARINERA TAPA DE INGRESO A CASETA ESCALERA MARINERA DE FIBRA DE VIDRIO CAJA DE REBOSE TAPA PREFABRICADA CAJA DE REBOSE 1.00x2.20 P-1 5 5 5 TUB. DE VENTILACION ESCALERA MARINERA TAPA DE INGRESO A CASETA 5 5 PLANCHA LAC e= 1/16" SOLDADURA 3 BISAGRAS 4"X1 1/4" L 3/4"X3/4"X1/8" CHAPA DE 2 GOLPES MARCO L 1 1/4"X1 1/4"X1/8" ANCLAJE 1/2"x6" E-6011 CELLOCORD 1/8' 1-1 ESC: 1/25 5 5 5 5 5 NPT=338.65 5 5 5 5 5 01 02 03 04 01 02 03 04 NPT=340.15 5 NPT=339.35 5 VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. RESERVORIO PROYECTADO VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. RESERVORIO PROYECTADO VOL.=150m³ CF.=340.00 msnm. NA.=345.90 msnm. 5 L 3/4"X3/4"X1/8" SOLDADURA CELLOCORD T 3/4"X3/4"X1/8" PLANCHA LAC e= 1/16" ANCLAJE 1/2"x6" CORTE 2-2 S/E SOLDADURA CELLOCORD 1/8' MARCO L 1 1/4"X1 1/4"X1/8" NPT=339.55 PUERTA METALICA COBERTURA CON LADRILLO PASTELERO MURO PINTADO CON TEKNOMATE O SIMILAR MURO TARRAJEADO Y PINTADO CON TEKNOMATE O SUPERMATE CONTRAZOCALO DE CEMENTO FROTACHADO H=0.30 V-1 V-1 DE FIBRA DE VIDRIO MURO IMPERMEABILIZADO CON XYPEX MURO TARRAJEADO Y PINTADO CON TEKNOMATE O SUPERMATE DE FIBRA DE VIDRIO COBERTURA CON LADRILLO PASTELERO VENTANA METALICA MALLA DE ALAMBRE N°12 COCADA 1" ESCALERA MARINERA DE FIBRA DE VIDRIO CONTRAZOCALO DE CEMENTO FROTACHADO H=0.30 ESC: 1/25 0.90 BISAGRA 0.90 0.12 0.90 INGRESO A CASETA (VER DETALLE) DETALLE: ESCALERA MARINERA CASETA DE VALVULAS 5 S=0.5% S=0.5% 5 N=338.90 5 5 5 5 V-1 5 DETALLE: ESCALERA MARINERA ESC: 1/25 CASETA DE VALVULAS BISAGRA 0.12 0.60 0.12 INGRESO A CASETA (VER DETALLE) ESCALERA FIBRA DE VIDRIO NV=339.35 TAPA DE INGRESO A CASETA 5 5 RESERVORIO PROYECTADO SECCION A-A ESC.: 1/100 RAP-05 \W8.85714; VOLUMEN=150 m3 \W8.47619; CF=340.00 m.s.n.m. \W8.21429; N.A.=345.90 m.s.n.m. VIGAS DE CUPULA MURO DEL EQUIPO REMATE VIERTEAGUAS NUDOS PANELES DE CUBIERTA DETALLE C Y F RAP-05 \W8.85714; VOLUMEN=150 m3 \W8.47619; CF=340.00 m.s.n.m. \W8.21429; N.A.=345.90 m.s.n.m. VIGAS DE ANILLO ESC.: 1/100 VIGAS DE CUPULA REMATE VIERTEAGUAS NUDOS PANELES DE CUBIERTA 1 1 3 3 2 - PUERTA Y VENTANAS METALICAS CON TRATAMIENTO ANTICORROSIVO ACABADO CON ESMALTE (2 MANOS) - VEREDA : PISO DE CEMENTO PULIDO Y BRUÑADO CADA 1m. - LOS MUROS Y SOBRECIMIENTOS EN CASETAS SERAN TARRAJEADAS e=0.010m. A CADA LADO NOTAS: 1000mm 800 600 400 200 0 1:10 2500mm 2000 1500 1000 500 0 1:25 5000mm 4000 3000 2000 1000 1:50 0 - TODAS LAS ESCALERAS MARINERAS SERAN DE FIBRA DE VIDRIO VER PLANO: PAC-PL-TIP-VAR-DET-030. -SE AÑADIRA A LOS MUROS INTERNOS DEL RESERVORIO XYPEX CONCENTRADO EN 2 CAPAS, LA PRIMERA CAPA (3x1 DE AGUA), Y LA SEGUNDA CAPA (5x2 DE AGUA) PARA SU IMPERMEABILIZACION. OBRAS GENERALES - SISTEMA DE AGUA POTABLE RESERVORIO PROYECTADO RAP-05,V=150m3 - SECTOR 286 ARQUITECTURA - ELEVACIÓN, PLANTAS, CORTES Y DETALLES PAC-PL-SAP-RAP-ARQ-065 AP173 0 DIC. 2013 EMITIDO PARA CONSTRUCCION L.B. J.S. DIBUJO: REVISADO: FECHA: APROBADO: CODIGO DEL PLANO: ESCALA: N° DE LAMINA: PROYECTISTA: APROBÓ REVISÓ DESCRIPCIÓN REV. N° FECHA

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Glass, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	architecture, autocad, cuts, distribution, drinking, DWG, fornecimento de água, full, kläranlage, l'approvisionnement en eau, part, plant, Project, reservoir, Sanitation, supply, supported, tank, treatment plant, wasserversorgung, water