Structural Scheme Earthquake Resistent DWG Block for AutoCAD

STRUCTURALMPLANE ARMED MASONRY ;TRIBUTARY AREAS ;STEEL DISTRIBUTION

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

area, area, area, foundation, spun, splice times db, fork, spun, alveolus filled completely with grount, first level, cleaning windows, by stages this process is built the wall until the middle of the next day the grount is empty until reaching a height of below the upper level of the wall, dowells overlapping the vertical rods with dowells left on the foundation, rods, splicing db, in the internal area of the wall the amount spaced not more than nor more than cm will be placed, the norm does not specify spacings

Raw text data extracted from CAD file:

\A1;2.60000 \A1;2.60000 \A1;2.60000 \A1;3.55000 \A1;1.80000 \A1;3.55000 \A1;2.70000 \A1;2.35000 \A1;.91000 \A1;3.35000 \A1;2.20000 \A1;1.80000 \A1;1.93000 \A1;2.30000 \A1;3.55000 \A1;2.60000 \A1;1.25000 \A1;.90000 \A1;2.24000 \A1;2.70000 \A1;1.79500 \A1;3.60000 \A1;2.60000 \A1;2.60000 \A1;2.60000 \A1;3.55000 \A1;1.80000 \A1;3.55000 \A1;2.70000 \A1;2.35000 \A1;.91000 \A1;3.35000 \A1;1.80000 \A1;1.93000 \A1;2.30000 \A1;3.55000 \A1;1.25000 \A1;.90000 \A1;2.24000 \A1;2.70000 \A1;1.79500 \A1;2.64500 \A1;2.64500 \A1;1.50000 \A1;2.96000 \A1;1.41000 \A1;3.73000 \A1;3.55000 \A1;3.65000 \A1;2.76500 Area = 5.0417 \A1;.1300 \A1;2.5000 \A1;.1300 \A1;2.5000 \A1;.1300 \A1;7.8900 \A1;3.0000 \A1;.4000 \A1;2.5000 Y-1 X-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X-2 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-11 X-12 X-14 X-15 X-16 X-17 X-18 X-19 X-20 X-21 Y-10 Y-17 Y-6 Y-7 Y-14 Y-21 Y-23 Y-24 Y-18 Y-11 Y-2 Y-3 Y-4 Y-15 Y-5 Y-8 Y-9 Y-13 Y-20 Y-12 Y-19 Y-25 Y-26 Y-16 Y-22 X-13 Y-1 X-1 X-2 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-11 X-12 X-14 X-15 X-16 X-17 X-18 X-19 X-20 X-21 Y-10 Y-17 Y-6 Y-7 Y-14 Y-21 Y-23 Y-24 Y-18 Y-11 Y-2 Y-3 Y-4 Y-15 Y-5 Y-8 Y-9 Y-13 Y-20 Y-12 Y-19 Y-25 Y-26 Y-16 Y-22 X-13 Y-1 X-1 X-2 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-12 X-13 X-14 X-15 X-16 X-17 X-18 X-19 Y-10 Y-17 Y-6 Y-7 Y-14 Y-21 Y-23 Y-24 Y-18 Y-11 Y-2 Y-3 Y-4 Y-15 Y-5 Y-8 Y-9 Y-13 Y-20 Y-12 Y-19 Y-25 Y-26 Y-16 Y-22 X-11 Y-1 X-1 X-2 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-12 X-13 X-14 X-15 X-16 X-17 X-18 X-19 Y-10 Y-17 Y-6 Y-7 Y-14 Y-21 Y-23 Y-24 Y-18 Y-11 Y-2 Y-3 Y-4 Y-15 Y-5 Y-8 Y-9 Y-13 Y-20 Y-12 Y-19 Y-25 Y-26 Y-16 Y-22 X-11 Area = 2.3794 Area = 1.6987 Area = 4.1464 Area = 2.0625 Area = 4.9850 Area = 4.8143 Area = 2.3786 Area = 6.4736 Area = 3.4636 Area = 2.1389 Area = 5.6496 Area = 5.4888 Area = 1.690 Area = 3.0522 Area = 4.6733 Area = 6.6798 Area = 2.4365 Area = 3.6974 Area = 4.4375 Area = 5.0152 Area = 2.3794 Area = 4.1464 Area = 2.0625 Area = 4.9850 Area = 4.8143 Area = 2.3786 Area = 6.4736 Area = 3.4636 Area = 2.1389 Area = 5.6496 Area = 5.4888 Area = 1.690 Area = 3.0522 Area = 4.6733 Area = 6.6798 Area = 3.6974 Area = 7.8700 Area = 2.4365 Area = 1.6987 Area = 188.5933 5 5 5 5 Area = 5.0417 Area = 5.0417 Area = 3.3511 Area = 3.3511 Area = 7.3946 Area = 7.3946 X-10 Y-10 CIMENTACION 2Ô 3/8”@ 2 Hiladas Empalme 60 veces db Horquilla 3/8″ 2Ô 3/8”@ 2 Hiladas Alvéolo relleno completamente de grount Primer Nivel 5 5 5 5 5 5 5 5 5 ventanas de limpieza de 3″x4″ \W9.76955; \C3;LLENADO POR ETAPAS \W2.62228; ESTE PROCESO SE CONSTRUYE EL MURO \W2.62228; HASTA LA MITAD DEL ENTRE PISO(1.3m). AL \W2.62228; DÍA SIGUIENTE SE VACIO EL GROUNT \W2.62228; HASTA ALCANZAR UN ALTURA DE \W2.62228; 1.5PULGADAS POR DEBAJO DEL NIVEL \W2.62228; SUPERIOR DE MURO dowells \C4;se traslapa el 100% de las varillas verticales con dowells dejados en la cimentación varillas de Ô 3/8” empalme a 60 Db empalme a 90 Db \W6.10839; En la zona interna del muro se colocará la \W6.10839; cuantía mínima, espaciados a no mas de 6t, ni a \W6.10839; más de 90 cm (norma mexicana, La norma E.070 \W6.10839; no especifica espaciamientos máximos) Y-1 X-1 X-2 X-3 X-4 X-5 X-6 X-7 X-8 X-9 X-10 X-12 X-13 X-14 X-15 X-16 X-17 X-18 X-19 Y-10 Y-17 Y-6 Y-7 Y-14 Y-21 Y-23 Y-24 Y-18 Y-11 Y-2 Y-3 Y-4 Y-15 Y-5 Y-8 Y-9 Y-13 Y-20 Y-12 Y-19 Y-25 Y-26 Y-16 Y-22 X-11 X-4 X-8 X-12