Tank Calculation DWG Detail for AutoCAD

Tank calculation for cellar with detail of tank

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

Tank cap, chamfer, of water, maximum level, Carcamo, damp, Pichancha, chamfer, float, concrete, Vertical arming var. Cms., Horizontal armament var. Cms., Var. Cms., Calculation of tank: persons in charge of warehouse people total approx. Persons per piece of furniture people spent per person approximate: lts. Lts of expenditure per day by has type of lts lts of spending per day in total fonda. Lts reserve cost: lts total person: lts volume of the height of the water tank, Tank cap, chamfer, of water, maximum level, Carcamo, damp, Pichancha, chamfer, float, concrete, Vertical arming var. Cms., Horizontal armament var. Cms., Var. Cms.

Raw text data extracted from CAD file:

TAPA REGISTRO DE CISTERNA CHAFLAN DE AGUA NIVEL MAXIMO CARCAMO HUMEDO PICHANCHA CHAFLAN FLOTADOR 0.10 0.20 0.50 0.10 0.10 1.40 0.10 0.30 0.10 1.50 0.10 CONCRETO F´c= 210 KG/CM2 ARMADO VERTICAL VAR. #3 @30 CMS. ARMADO HORIZONTAL VAR. #3 @50 CMS. VAR. #3 @30 CMS. VAR. #3 @30 CMS. \A1;0.30 \A1;3.30 \A1;1.50 \A1;\C0; \fCentury Gothic|b0|i0|c0|p34;\H1.41x; Cálculo de cisterna: \H0.7094x;\C256; \fCentury Gothic|b1|i0|c0|p34;Usuarios fijos\fCentury Gothic|b0|i0|c0|p34;: 2 personas encargadas de bodega 3 personas (trabajadores) Total : 5 \fCentury Gothic|b1|i0|c0|p34;fonda\fCentury Gothic|b0|i0|c0|p34;: aprox. 5 personas por mueble 6 muebles= 30 personas Gasto por persona aproximado: 150 lts. 5×150= 750 lts de gasto al día por bodega; se tiene 5 tipo de bodega= 3750 lts 30x 150=4500 lts de gasto por dia en fonda total. 3750+4500=8250 lts gasto de reserva: 150 lts x persona (55) Total: 8250+8250=1500 lts = 16500 m3 Volumen de la cisterna= 16.5 m3 \C7;Area de la cisterna= 16.5m3 / 1.5 = 11 m2 Altura de agua = 1.5 m Cisterna de : 3.3×3.3×1.5 5 5 5 TAPA REGISTRO DE CISTERNA CHAFLAN DE AGUA NIVEL MAXIMO CARCAMO HUMEDO PICHANCHA CHAFLAN FLOTADOR 0.10 0.20 0.50 0.10 0.10 1.40 0.10 0.30 0.10 1.50 0.10 CONCRETO F´c= 210 KG/CM2 ARMADO VERTICAL VAR. #3 @30 CMS. ARMADO HORIZONTAL VAR. #3 @50 CMS. VAR. #3 @30 CMS. VAR. #3 @30 CMS.