Intake DWG Detail for AutoCAD

Detail of an intake channel

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

Le lc, Concrete f’c p.m., Stone masonry, Pvc pipes m., Concrete slab f’c, Of walls of, scale:, concrete, Depth of the sandbox, Length of the sandbox, Channel box height, Depth in, Depth of sand, Thickness of the sand, Sandwitch width, Channel width, Shredder, Width of the river, Minimum depth of ciment azud, Total wall length, Length of wall, Height of the wall, Height shoe wall, Nozzle height, Height of the barrage, Thrust Thickness, Thickness of the wall, Thickness of the wall, Mattress thickness, Channel thickness, Water wall channeling, Width zapata wall, Nozzle width, Capture window, Le lc, Bocatoma negritos, channel, Tubes m. horizontal, Take typical capture, in both ways, Wall guide on the right bank of the brook honda san cirilo, scale:, Shredder, Progressive, Foundation beam, scale:, Foundation beam, Stirrups, Longitudinal, Central mooring beam, Stirrups, Armed wall, channel, Floating shaft ff, Iron ff esp., Sluice gate, On foundation beams, Armed slab supported, scale:, Vertical steel, Horizontal steel, Armed wall, Stirrups, Longitudinal, Side tie beam, scale:, channel, Iron fences, Concrete f’c, detail, scale, detail, scale, Steel f’y, Technical specifications, concrete, Exp., Interior cms. Sika, Exterior cms., Slab cms., Walls cms., steel, Minimal coatings in sand, Simple f’c, Armed: f’c, Roof slab cms., downstream, Upstream, Broken honda san cirilo, Channel design flow rate

Raw text data extracted from CAD file:

\A1;hz \A1;H \A1;39.00 \A1;25.00 \A1;0.60 \A1;\C7;Le \A1;\C7;1.00 \A1;\C7;Lc \A1;B´ \A1;B \A1;\fSymbol|b0|i0|c2|p18;q \A1;\C7;L = Le + Lc \A1;Lv \A1;e \A1;0.20 \A1;0.20 \A1;0.20 \A1;\C7;La \A1;B´ \A1;5.93 \A1;1.00 \A1;0.40 \A1;2.00 \A1;0.20 \A1;0.20 \A1;0.60 \A1;2.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.20 \A1;1.00 \A1;1.00 \A1;\fSymbol|b0|i0|c2|p18;q \A1;\C7;1.00 \A1;e \A1;0.81 \A1;0.35 \A1;L2 \A1;1/2*(L’-0.70) \A1;0.35 \A1;L \A1;h2 \A1;0.24 \A1;0.24 \A1;h2 \A1;1/2(L’-0.70) \A1;0.45 \A1;H1 \A1;b1 + 2*.0.15 + 2*h2 \A1;h2 \A1; \A1;1.40 \A1;L’ \A1;1/2*(L’ – 0.30) \A1;0.20 \A1;1.04 \A1;H1 \A1;L2 \A1;0.25 \A1;0.58 \A1;0.15 \A1;0..20 \A1;0.20 \A1;0.19 \A1;0.15 \A1;b1 \A1;0.15 \A1;h2 \A1;0.25 \A1;0.35 \A1;0.58 \A1;0.20 \A1;0.45 \A1;0.45 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.64 \A1;L1 \A1;0.64 \A1;b1 \A1;1/2*(L’-0.70) \A1;h2 \A1;0.20 \A1;0.31 \A1;0.31 \A1;e1 \A1;e1 \A1;b \A1;2.50 \A1;1.79 \A1;31.74° \A1;0.09 \A1;0.50 \A1;30.00° \A1;0.50 \A1;0.20 \A1;0.70 concreto f’c = 140 kg/cm² + 30 % P.M. mampostería de piedra tubos PVC 2″ clase 5, @ 1 m. Losa de concreto f’c = 175 kg/cm² C A P T A C I O N \LCIMENTACION DE MUROS DE ESCALA: 1 / 20 \LENCAUZAMIENTO hz H 10.07764722989915 1 10 CONCRETO f ´c= 140 Kg/cm ² 5 5 Az L’ L’ e2 0.60 Espesor fondo del Desarenador L´ = = L2 = L1 Longitud del Desarenador = L = h2 = h1 Altura de la Caja del Canal = h Profundidad en L1 = H1 Profundidad del Desarenador = H = e2 Espesor del Desarenador = e1 Ancho del Desarenador = b1 Ancho de solera del canal = b Desarenador 0.90 2.00 2.00 4.90 0.30 0.15 1.00 0.80 2.40 0.25 0.15 2.05 0.90 10.00 Ancho del rio B profundidad mín de ciment azud Longitud total de muro = L Longitud ala de muro = L’ Altura del muro = H Altura zapata muro = hz Altura del bocal = ho Altura del barraje = h = g = f Espesor de enrocado = e3 Espesor del muro (abajo) = e21 Espesor del muro (arriba) = e2 Espesor del colchon = e1 Espesor del canal = e = d = c (B – Lv)/2 = B’ = 13.43 0.30 2.00 0.60 0.60 1.30 4.00 0.40 0.35 0.20 0.15 0.10 0.40 4.00 3.85 Azud y Muro de Encauzamiento Ancho zapata muro = Az Ancho del bocal = bo = Lv = Lc = Le 1.20 0.60 2.30 2.50 2.50 \C7;Le \C7;1.00 \C7;Lc VENTANA DE CAPTACION B´ B 3510 \fSymbol|b0|i0|c2|p18;q \C7;L = Le + Lc Lv e 0.20 0.20 0.20 \C7;La B´ BOCATOMA NEGRITOS 9238600.00 CANAL 768000.00 s = 2% tubos d=3″ @ 1 m. horizontal 5 1.00 TOMA CAPTACION TIPICA 0.40 d=3/8″ @ 0.10 en ambos sentidos 2.00 0.20 0.20 0.60 2.50 0.20 0.20 0.20 0.50 0.20 Muro guía al margen derecho de la Quebrada Honda San Cirilo 1.00 1.00 ESCALA: 1 / 100 DESARENADOR -0.40537180758988 -0.40537180758988 -0.40537180758988 Progresiva : 00 + 01 VIGA DE CIMENTACION 5 0.35 L2 1/2*(L’-0.70) 0.35 4 Ø 3/8″, ANCHO= 0.25 m 2Ø @ .10 +2 @ .15 + 2 @ .20 + r @ .25 L ESCALA: 1 / 50 \LCORTE A-A L1 VIGA DE CIMENTACION h2 0.24 0.24 2Ø @ .10 +2 @ .15 + 2 @ .20 + r @ .25 ESTRIBOS Ø 1/4″ 18 Ø 3/8″ LONGITUDINALES VIGA DE AMARRE CENTRAL ESTRIBOS Ø 1/4″ h2 1/2(L’-0.70) 0.45 H1 b1 + 2*.0.15 + 2*h2 h2 Ø 3/8″ @ .20 MURO ARMADO CANAL 5 L’ 1/2*(L’ – 0.30) 5 \LDESARENADOR 5 H1 L2 EJE FLOTANTE Ø 1″ FF PLANCHA DE FF 0.50×0.45 Esp. 3/16″ COMPUERTA DE LIMPIA L2 H2 h1 SOBRE 2 VIGAS DE CIMENTACION LOSA ARMADA APOYADA 0.25 5 0.15 0..20 0.20 5 25 % 38 % A 50 % 25 % H3 H1 ESCALA: 1 / 50 \LCORTE B-B 0.15 b1 0.15 h2 0.25 0.35 5 % Ø 1/4″ @ .20 5 50 % 25 % ACERO VERTICAL ACERO HORIZONTAL Ø 3/8″ @ .25 MURO ARMADO Ø 3/8″: 6 @ .075 +4 @ .30 0.20 0.45 2Ø @ .10 +2 @ .15 + 2 @ .20 + r @ .25 ESTRIBOS Ø 1/4″ 4 Ø 3/8″ LONGITUDINALES VIGA DE AMARRE LATERAL 0.45 0.20 0.15 0.25 5 L1 5 b1 L L1 1/2*(L’-0.70) B 5 % 25 % 38 % h2 5 B ESCALA: 1 / 50 5 5 CANAL e1 e1 b 5 A 0.3640211944729828 0.3640211944729828 0.3640211944729828 0.3640211944729828 0.3640211944729828 \A1;\fSymbol|b0|i0|c2|p18;a = 6% 0.3640211944729828 0.3640211944729828 \A1;3° 4 fierros de 1/2″ Concreto f’c = 175 kg/cm² 0.3640211944729828 DETALLE 1 Escala 1 : 30 DETALLE 1 Escala 1 :2 Acero f’y = 4200 Kg/cm2 ESPECIFICACIONES TECNICAS CONCRETO TARRAJEOS Y DERRAMES EN DESARENADOR Interior 1:1 e=2.0 cms. + Sika Exterior 1:5 e=1.5 cms. Losa de fondo = 4 cms. Muros = 2 cms. ACERO RECUBRIMIENTOS MINIMOS EN DESARENADOR C° SIMPLE f’c = 140 Kg/cm C° ARMADO: f’c =175 Kg/cm 2 2 Losa de techo = 2 cms. aguas abajo aguas arriba Quebrada Honda San Cirilo Caudal de diseño del canal : 100 lts/s.