Pool Foundation DWG Detail for AutoCAD

Foundation of pool with dimensional cuts; details of overlapping and bending rod. Cement volume table .

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

quality assurance identifier, o.t., do not. File not found., work number, I check:, revised:, responsable, execute, scale, first name, do not. of classification, elaborated, order, do not. plan, date:, dimensions in, sheet:, from:, firm, design., do not., description, date, I verify, revised, valid, valid:, rev, title, pool foundation, esc., intersection of radii, intersection of radii, template, esc., detail, esc., both sense both beds, detail, esc., dimensional cut, esc., n.p.t., running shoe, swimming pool, n.p.t., both sense both beds, diameter, fold, overlap, diameter, the anchorages of rods will be according to the, following figure:, the fastening of the staples shall be made in accordance with, following figure:, works, resistance, cement, sand, gravel, Water, volume, walls templates, road works, shoe, roof column, calculate the volume of cement to use consider that the density of cement is variable. if the cement had an apparent density of then kg. would amount to a few liters in volume. note that this volume does not add to that of the rest in its given that a mixture is made with water absorption reactions

Raw text data extracted from CAD file:

H 1 2 G F E 3 4 5 6 D C B A 1 2 3 4 5 6 7 8 9 10 H G E 7 8 9 10 D C B 11 12 A IDENTIFICADOR DE ASEGURAMIENTO DE CALIDAD O.T. D O C U M E N T O S D E R E F E R E N C I A No. DEL ARCHIVO: NUMERO DE OBRA VERIFICO: REVISO: RESPONSABLE EJECUTO: ESCALA NOMBRE No. DE CLASIFICACION ELABORO Pedido No. de plano FECHA: ACOTACIONES EN HOJA: DE: FIRMA Design. T I T U L O No. C A M B I O S DESCRIPCIÓN FECHA VERIFICO REVISO VALIDO VALIDO: Rev X 2.01 4.71 0.9 5.96 r=2.50 3.4 0.2 2.86 3.09 2.5 2.5 r=1.50 6.1 1.5 0.2 14° 14° 2.43 2.43 1.5 1.5 1.1 0.75 0.61 R24.8 0.1 1.9 0.1 1.7 0.2 11 0.2 1.28 1.2 4.00 5° 7.00 2.5 0.2 14° 14° 0.1 1.8 0.1 0.2 3.4 5.00 2.6 0.2 1.2 0.1 4.00 7.00 5° R24.8 0.15 3° 3° 0.15 R2.5 0.65 0.15 6° 6° 0.15 0.15 R1.5 \A1;d \A1;d \A1;10d \A1;10d \A1;45° \A1;19d \A1;6d \A1;12d \A1;d TITULO : CIMENTACION DE ALBERCA A B C D 1 2 4 3 P L A N T A ESC. 1.75 5 5 5 5 r=2.50 5 5 5 5 5 5 r=1.50 5 5 5 5 5 5 5 5 5 INTERSECCION DE RADIOS 5 INTERSECCION DE RADIOS 5 5 5 5 5 5 5 5 5 5 5 5 2#4 E#3@0.150 #3@0.20 #3@0.20 2#4 #3@0.20 2#4 2#4 E#3@0.150 #3@0.20 2#4 E#3@0.150 #3@0.20 PLANTILLA C O R T E A – A ESC. 1:30 4.00 5 7.00 DETALLE 1 DETALLE 2 DETALLE 1 ESC. 1:50 5 #3@0.20 AMBOS SENTIDO Y AMBOS LECHOS 5 E#3@0.150 5 5 (TIPO) (TIPO) DETALLE 2 ESC. 1:50 CORTE DIMENSIONAL ESC. 1:40 N.P.T. 5 5 5 5 5 <>.00 5 5 B C ZAPATA CORRIDA (TIPO) ALBERCA 5 5 #3@0.20 E#3@0.150 #3@0.20 <>.00 <>.00 5 5 5 5 5 0.15 5 5 5 5 5 5 (TIPO) 5 5 N.P.T. \W6.12529; #3@0.20 \W0.60148; AMBOS SENTIDO \W0.60148; Y AMBOS \W0.60148; LECHOS d d 10d 10d 5 No.3 (3/8″) 10 DIAMETRO (d) 10d (cm) DE DOBLEZ ( cm ) TRASLAPE DIAMETRO 19d 6d 12d d LOS TRASLAPES Y ANCLAJES DE VARILLAS SERAN CONFORME A LA SIGUIENTE FIGURA: EL DOBLEZ DE LOS ESTRIBOS Y GRAPAS SE HARÁ CONFORME A LA SIGUIENTE FIGURA: obras resistencia 100 kg/cm² cemento (kilogramos) arena (tobos) grava (tobos) agua (tobos) volumen (litros) muros y plantillas 50 kg 6 8 2 180 L trabes y contratrabes 250 kg/cm² 50 kg 3 5 2 165 L zapata \W0.75;(emparrilados) 250 kg/cm² 50 kg 3 5 2 145 L columna y techo 250 kg/cm² 50 kg 3 5 2 130 L (PARA CALCULAR EL VOLUMEN DE CEMENTO A USAR CONSIDÉRESE QUE LA DENSIDAD DEL CEMENTO ES VARIABLE. SI EL CEMENTO TUVIERA UNA DENSIDAD APARENTE DE 1.1, ENTONCES 50 KG. EQUIVALDRÍAN A UNOS 35 LITROS EN VOLUMEN. TÉNGASE EN CUENTA QUE ESTE VOLUMEN NO SE SUMA AL DEL RESTO EN SU TOTALIDAD, HABIDA CUENTA DE QUE SE REALIZA UNA MEZCLA CON ABSORCIÓN DE AGUA Y REACCIONES QUÍMICAS).