Reinforced Concrete Pond DWG Full Project for AutoCAD

Reinforced concrete pond project; slab foundation; cuts; Details.

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

Min., Min., In beams chains, elements, Of folding, inside, L. Inf., Straight horizontal, Grade concrete, According to fig. No, steel, diameter, table, L. Sup, Anchorage length, On pillars walls, Horizontal fold, Straight vert., Base fold, base, diameter, Splices, table, vertical, horizontal, Grade concrete, steel, For reinforcement with coating multiply values ​​in table by joints in larger reinforcements are not allowed, Slope towards the sucker, Hatch projection, Stairs, Float valve, V. Useful, pond, Esc., Det. anchorage, Auxiliary faith, slab, Bottom mesh, Reinforcement sup., fold, figure, Splicing bars overlapping, figure, Hooks in stirrups, According to table, Esc., Detail ref. Shaft, slab, fold, Bottom mesh according to plant, Cut to fold, mesh, higher, Cut to fold, slab, Esc., cut, Slab in, Shaft, Plant structure, Esc., Plant structure, Esc., Plant foundation, Esc., faith. Sup, faith. Inf., L.fund., faith. Sup, faith. Inf., R.s., R.s., R.s., R.s., R.s., R.s., Pasamuro, Foundation stone, slab, cut, Esc., Foundation stone, slab, cut, Esc., Foundation stone, slab, cut, Esc., Foundation stone, slab, cut, Esc., beam, Esc., faith. Inf., faith. Sup, Pasamuro, Pasamuro, slab, Det. your B. Rebase, Esc., top, faith. Sup, faith. Inf., Hatch detail, Esc., Secc hatch, Secc hatch, Cap type cap, Galvanized, Diamond plate, see detail, detail, Notes:, In foundations will be placed emplantillado concrete with, dosage, Concrete foundation, Concrete for elements with, Reliability., Steel for concrete quality, Splices according to minimum table, All measurements must be adjusted, Architecture before building., structural steel, Steel for degree connectors, Steel for anchor bolts, welding, All concrete must be concreted with the vºbº of the engineer, Calculator, Before fabrication of the metal structure, it must be, Perform construction plans contractor’s charge., Standard parameters nch. Of. Ds. dec., Seismic design of structures, Seismic zone, Soil, Of modif. Of the structural response, R.s., R.s., R.s., Filtered water discharge, Ppr, Float valve

Raw text data extracted from CAD file:

\A1;20.0 \A1;b \A1;45° \A1;7 min. \A1;d \A1;8 min. -15391.50105972922 -15391.50105972922 -15391.50105972922 -15391.50105972922 45 35 40 35 50 60 65 27 20 16 13 40 30 36 215 190 14 15 85 110 70 125 55 10 6 8 5 11 45 40 30 15 20 25 35 55 70 85 125 110 190 215 EN VIGAS Y CADENAS (ARMADO ELEMENTOS ARMADOS) de doblado D=Diámetro interior 5 D L. inf. RECTO HORIZONTAL HORMIGON GRADO H30 SEGUN FIG. Nº 3 25 ACERO DIAMETRO 12 22 18 16 10 08 TABLA 1 L. sup. D b L L L A630 LONGITUD ANCLAJE (cm.) EN PILARES Y MUROS 28 32 36 45 40 60 55 20 30 25 70 90 80 DOBLEZ HORIZONTAL RECTO VERT. DOBLEZ BASE L base 48 22 54 55 26 65 62 29 70 16 18 8 DIAMETRO 12 10 EMPALMES 22 25 50 60 70 95 105 160 180 TABLA 2 VERTICAL HORIZONTAL 60 160 145 120 110 85 70 36 260 220 32 230 200 28 205 185 HORMIGON GRADO ACERO A630 H30 1. PARA ARMADURAS CON REVESTIMIENTO EPÓXICO, MULTIPLICAR LOS VALORES EN TABLA POR 1.2 2. EMPALMES EN ARMADURAS MAYORES A \U+220536 NO ESTÁN PERMITIDOS \A1;h \A1;L \A1;50.0 \A1;50.0 \A1;50.0 \A1;50.0 \A1;20.0 \A1;SHAFT \A1;320.0 \A1;320.0 \A1;87.5 \A1;20.0 \A1;20.0 \A1;20.0 \A1;20.0 \A1;142.5 \A1;85.0 \A1;92.5 \A1;320.0 \A1;320.0 \A1;142.5 \A1;85.0 \A1;92.5 \A1;320.0 \A1;320.0 \A1;40.0 \A1;40.0 \A1;205.0 \A1;30.0 \A1;320.0 \A1;205.0 \A1;30.0 \A1;320.0 \A1;40.0 \A1;40.0 \A1;100.0 \A1;100.0 \A1;205.0 \A1;30.0 \A1;320.0 \A1;40.0 \A1;40.0 \A1;225.0 \A1;30.0 \A1;320.0 \A1;40.0 \A1;40.0 \A1;15.0 \A1;120.0 \A1;65.0 \A1;20.0 \A1;50.0 \A1;50.0 \A1;65.0 \A1;55.4 \A1;73.3 \A1;35.0 \A1;42.5 \A1;205.0 \A1;30.0 \A1;20.0 \A1;112.0 \A1;83.0 \A1;112.0 \A1;83.0 \A1;40.0 \A1;40.0 \A1;20.0 \A1;40.0 \A1;4.0 i=1% PENDIENTE HACIA EL CHUPADOR PROYECCION ESCOTILLA 0.70×0.70m @ 30cm Fe d20mm ESCALINES VALVULA DE FLOTADOR d1″ V. UTIL =12.15m3 ESTANQUE \A1;D ESC. 1/10 DET. ANCLAJE LOSA/M.H.A Fe d8 AUXILIAR LOSA MALLA INFERIOR REFUERZO SUP. DOBLEZ 18cm. DOBLEZ 16cm. 5 FIGURA 2 h EMPALME BARRAS POR TRASLAPO FIGURA 1 GANCHOS EN ESTRIBOS L SEGUN TABLA 2 Z 5 5 5 Z 2d10 2d10 Z 2d10 Z ESC. 1/25 5 DETALLE REF. SHAFT 2d10 LOSA DOBLEZ 16cm. <> MALLA INFERIOR SEGUN PLANTA CORTAR Y DOBLAR MALLA SUPERIOR CORTAR Y DOBLAR LOSA ESC. 1/10 CORTE Z-Z (DET. LOSA EN SHAFT) SHAFT 1 A 2 B 5 5 D.M.d10@20 D.M.d10@20 D.M.d10@20 4d12 4d12 5 5 5 5 PLANTA ESTRUCTURA ESC. 1/50 e=20 L.1 X X Y Y 5 4d12 4d12 D.M.d10@20 5 5 5 1 A 2 B 5 5 PLANTA ESTRUCTURA ESC. 1/50 5 5 5 1 A 2 B 5 5 PLANTA FUNDACION ESC. 1/50 Fe. SUP. d10@20 L=420 Fe. INF. d10@20 L=420 15 15 15 15 e=30 L.FUND. D.M.d10@20 D.M.d10@20 Fe. SUP. d10@20 L=420 Fe. INF. d10@20 L=420 15 15 15 15 e=20 L.1 d10@20 d10@20 16 d10@20 L=367 16 16 d10@20 L=137 16 16 d10@20 L=187 16 16 d10@20 L=367 16 16 d10@20 L=367 16 16 d10@20 L=277 16 16 18 R.S. d10@20 L=279 18 R.S. d10@20 L=135 18 18 16 R.S. d10@20 L=189 18 16 R.S. d10@20 L=139 18 R.S. d10@20 L=135 117 18 R.S. d10@20 L=135 117 V V W W PASAMURO 2 1 25 D.M.d10@20 LOSA FUNDACION 16 d10 L=264 5 5 LOSA CORTE V-V ESC. 1/50 5 D.M.d10@20 5 5 2 1 25 D.M.d10@20 LOSA FUNDACION 16 d10 L=264 5 5 LOSA CORTE X-X ESC. 1/50 5 D.M.d10@20 5 5 5 A B 25 D.M.d10@20 LOSA FUNDACION 16 d10 L=264 5 5 LOSA CORTE Y-Y ESC. 1/50 5 D.M.d10@20 5 5 5 25 d10 L=359 11 11 d10 L=180 V.1 V.1 V.1 V.1 V.1 V.1 A B 25 D.M.d10@20 LOSA FUNDACION 16 d10 L=264 5 5 LOSA CORTE W-W ESC. 1/50 5 D.M.d10@20 5 5 25 16 d10 L=284 25 16 d10 L=284 5 2d16 11 116 116 Ed8@20 L=270 11 2d8 2d8 VIGA V.1 ESC. 1/25 2d16 5 15 15 15 15 Fe. INF. d10@20 L=430 Fe. SUP. d10@20 L=430 5 5 5 5 5 PASAMURO 5 5 5 5 PASAMURO 5 5 LOSA DET. TUB. REBASE ESC. 1/50 5 TAPA Fe. SUP. d10@20 L=430 Fe. INF. d10@20 L=430 15 15 15 15 DETALLE ESCOTILLA ESC. 1/25 112.0 83.0 ESCOTILLA SECC. 100×100 ESCOTILLA SECC. 70×70 112.0 83.0 ESCOTILLA SECC. 100×100 ESCOTILLA SECC. 70×70 TAPA TIPO GORRO GALAVANIZADA e=4mm PLANCHA DIAMANTADA Fe d15 L40x40x4mm VER DETALLE 1 DETALLE 1 S/E 5 5 5 5 5 NOTAS: 1.- EN FUNDACIONES SE COLOCARA EMPLANTILLADO HORMIGÓN 5cm. CON DOSIFICACIÓN 120Kg/cem/m3. 2.- HORMIGÓN CIMIENTOS 4 SC.CEM/m3. 3.- HORMIGÓN H-30, PARA ELEMENTOS ARMADOS, Y SOBRECIMIENTOS CON 90% DE CONFIABILIDAD. 4.- ACERO PARA HORMIGÓN CALIDAD A630. 5.- EMPALMES SEGÚN TABLA 2, MÍNIMO 40cm. 6.- TODAS LAS MEDIDAS DEBEN AJUSTARSE A PLANOS Y DETALLES DE ARQUITECTURA ANTES DE CONSTRUIR. 7.- ACERO ESTRUCTURAL A270ES 8.- ACERO PARA CONECTORES A230ES GRADO 2. 9.- ACERO PARA PERNOS DE ANCLAJE A42-23ES. 10.- SOLDADURA E60XX 11.- TODO HORMIGONADO DEBE CONCRETARSE CON EL VºBº DEL INGENIERO CALCULISTA. 12.- ANTES DE LA FABRICACIÓN Y MONTAJE DE LA ESTRUCTURA METÁLICA SE DEBERÁ REALIZAR PLANOS DE CONSTRUCCIÓN A CARGO DEL CONTRATISTA. 13.- PARAMETROS NORMA Nch. 433 Of. 96 (MODIFICADA 2009), Y DS. 61 DIC. 2011 DISEÑO SÍSMICO DE ESTRUCTURAS : -CATEGORÍA : I -ZONA SÍSMICA : ZONA 3 -TIPO DE SUELO : E -FACTOR DE MODIF. DE LA RESPUESTA ESTRUCTURAL R=4 (ANÁLISIS MODAL) -Ao : 0,4g R.S. d10@20 L=135 117 117 18 R.S. d10@20 L=135 18 R.S. d10@20 L=135 117 117 2d8 2d8 2d8 DESCARGA AGUA FILTRADA Ppr d38mm. PVC-C10 D=75mm VALVULA DE FLOTADOR d1″