Reserve Tank DWG Block for AutoCAD

Framework plane and Iron forms

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

above, above, down, down, thick cover, down, down, down, down, thick bottom, partition wall thickness, above, both faces, down, both faces, lateral wall thickness, inside, Exterior, inside, Exterior, thick front partition, inside, Exterior, inside, Exterior, down, down, Exterior, inside, Exterior, inside, lateral partition thickness, inside, Exterior, Exterior, down, inside, both faces, side stiffeners, reinforcements in passing, bottom reinforcements, side stiffeners, bottom reinforcements, partition side reinforcements, bottom reinforcements, Reserve tank, cut, above, down, axis, axis, axis, axis, axis, axis, axis, axis, axis, axis, axis, axis, axis, axis, side, dividing, front, background, axis, axis, side, top, background, dividing, pass, Costa Rica, drawing:, esc .:, date:, armor, date:, revised:, Reserve tank, xxxxxx, civil Engineering, archive:, structures, .dwg, space study, version suitable for building, drawing:, date:, correction:

Raw text data extracted from CAD file:

Y Y X X 4.35 \A1;.2 \A1;0.20 \A1;.2 \A1;0.20 \A1;.2 \A1;0.29 \A1;.2 \A1;.2 \A1;0.29 \A1;.2 3.70 0.20 1.15 0.20 0.20 3.70 0.20 5.50 4.30 4.10 4.10 4.10 4.35 4.35 4.10 4.35 4.10 4.10 1.60 1.98 2.37 3.75 TI L=5.30 .06 .56 Cant=20 .56 .06 L=5.28 d6 c/15 Arriba 4.06 .06 .55 Cant=20 .06 .55 d6 c/15 Arriba L=5.28 d8 c/15 Abajo .06 Cant=20 .55 .55 d8 c/15 Abajo .06 .56 Cant=20 .56 .06 .06 4.06 4.06 4.06 L=5.30 Tapa espesor =10cm L=5.28 d8 c/20 Abajo 4.06 .61 Cant=20 .61 L=5.36 d8 c/20 Abajo 4.06 .15 .50 Cant=20 .15 .50 L=5.00 d8 c/20 Abajo 4.06 .47 Cant=20 .47 L=5.38 d8 c/20 Abajo 4.06 .15 .51 Cant=20 .51 .15 Fondo espesor =20cm Tabique Divisorio espesor =20cm .22 L=4.50 3d12 Arriba .22 L=5.30 d8 c/13 Ambas caras .62 Cant=2×30 .62 .47 .47 L=5.00 3d12 Abajo L=4.65 d8 c/13 Ambas caras .60 Cant=2×30 .15 .19 Tabique Lateral – Fondo espesor =20cm d8 c/13 Interior Cant=31 L=5.7 d8 c/13 Exterior 4.30 .70 Cant=31 .70 .15 4.30 .54 .54 .15 L=5.70 L=5.40 d8 c/13 .67 Cant=33 .67 L=5.40 d8 c/13 Interior 4.06 .15 .50 Cant=33 .50 .15 Exterior 4.06 3.7 Tabique Lateral- Frente espesor =20cm d8 c/13 Interior Cant=23 L=5.7 d8 c/13 Exterior 4.30 .70 Cant=23 .70 .15 4.30 .54 .54 .15 L=5.7 L=5.40 d8 c/13 .67 Cant=25 .67 L=5.40 d8 c/13 Interior 4.06 .15 .50 Cant=25 .50 .15 Exterior 4.06 TI TI .47 .47 L=5.00 3d12 Abajo .47 .47 3d12 Abajo 1.15 .15 .15 .08 1.15 L=2.68 2x5d8 L=3.40 2x5d8 Exterior .6 .15 2 .65 L=3.40 2x5d8 Interior .54 .15 2 .54 .15 L=3.40 2x5d8 Exterior Interior .75 .15 .15 .08 .75 L=1.88 2x5d8 1.28 .15 .15 .08 1.28 L=2.94 5d8 L=5.00 Tabique – laterales espesor =20cm d8 c/13 Interior Cant=31 L=5.7 d8 c/13 Exterior 4.30 .70 Cant=31 .70 .15 4.30 .54 .54 .15 L=5.7 L=5.40 d8 c/13 .67 Cant=20 .67 L=6.96 d8 c/13 5.66 .15 .50 Cant=15 .50 .15 Exterior 4.06 .67 .67 L=7 3d25 Abajo 5 L=5.40 d8 c/13 Interior 4.06 .15 .50 Cant=20 .50 .15 d8 c/13 Cant=13 1.94 .54 .15 L=5.45 .54 .15 Ambas caras Ambas caras 3d20 .67 5.66 .67 L=5.40 5.66 Refuerzos Lateral – Lateral 1.50 2d10 2d10 1.50 2d10 1.50 Refuerzos en pase de 60×60 2d10 Cant=125 .2 L=1.78 .50 .50 .78 d8c/13 1.50 Refuerzos Lateral – Fondo 0.29 .2 1.50 2d10 2d10 1.50 2d10 1.50 .2 5 .8 .8 .4 Refuerzos Lateral – Lateral Refuerzos Costado – Fondo Cant=250 L=2.00 d8c/13 .2 5 Refuerzos Lateral – Divisorio Refuerzos Lateral – Fondo .15 .95 .95 Cant=61+125=186 L=2.05 d8c/13 TANQUE DE RESERVA Cant=125 .2 L=1.78 .50 .50 .78 d8c/13 0.29 .2 CORTE A-A A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.06 .56 .56 .06 d6 c/15 Arriba d8 c/15 Abajo .56 .06 2.95 2.95 .56 .06 .06 L=4.2 4d8 L=4.2 4d6 .36 .06 .06 .08 .36 L=.9 4d8 Eje X 3.94 C70 30X50 Eje X 8,93 C75 30X50 Eje X 8,93 C76 30X50 Eje X 3,94 C71 30X50 Eje Y 24,86 Eje Y 20,91 Eje Y 24,81 Eje Y 22,96 Eje Y 21,01 Eje Y 21,9 Eje Y 9.64 Eje Y 23,82 Eje X 5,03 Eje X 8,73 Lateral Lateral Divisorio Frente Fondo Eje X 5,53 Eje Y 21,51 +3.00 +7.30 +4.98 +4.81 +4.21 Lateral Lateral Tapa Fondo Divisorio Pase 60×60 Pase 60×60 -0.20 00/00/00 XX COSTA RICA 5550 DIBUJO: ESC.: XX 1:00 FECHA: ARMADURA FECHA: REVISO: 10 TANQUE DE RESERVA e-mail: estudio@estudio-espacio.com.ar www.estudio-espacio.com.ar XXXXXX Ingenieria Civil ARCHIVO: Estructuras 559 DA-111 .dwg ESTUDIO ESPACIO Versión apta para Construir Versión apta para Construir 1 07-08-08 9 8 7 3 4 5 6 2 DIBUJO: N° FECHA: CORRECCION: