Types Of Foundations DWG Block for AutoCAD

Types Of Foundations DWG Block for AutoCAD

Dynamic Blocks with different types of foundation footings and columns in a single dynamic block,

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

plant, plant, plant, plant, plant, level, level, run no. do not., waterproof no. do not., of adjoining land, level, level, run no. do not., level, level, run no. do not., level, level, run no. do not., of adjoining land, level, level, run no. do not., waterproof no. do not., of adjoining land, level, level, run no. do not., level, level, run no. do not., level, level, run no. do not., of adjoining land, do not., column, do not., column, of foundation, do not. links no., do not., level, of foundation, do not., do not. links no., level, column, do not., column, do not., of foundation, do not. links no., do not., level, of foundation, do not., do not. links no., level, do not., column, do not., column, of foundation, do not. links no., do not., level, of foundation, do not., do not. links no., level, column, do not., column, do not., of foundation, do not. links no., do not., level, of foundation, do not., do not. links no., level, do not. stirrups no., do not. do not. stirrups esl. do not., do not. stirrups no., do not. stirrups esl. do not., do not. stirrups no., details of, concrete columns, structures, scheme, Location, scale, column, in mochinete of classroom sacramental classroom, on axis, units, scale, graphic scale, column, in mochinete of classroom sacramental classroom, in axes, units, scale, graphic scale, column, secretaries login, scale, graphic scale, column, secretaries side walls, scale, graphic scale, column, lower corners vestibule, dea axes, scale, graphic scale, column, right side wall vestibule, axis dea, scale, graphic scale, column, main lobby entrance, left side wall cea axis, scale, graphic scale, column, Upper corners vestibule, dea axes, scale, graphic scale, column, mojintete in later sacramental hall, scale, graphic scale, column ca, in wall, scale, graphic scale, column, in wall vestibule, scale, graphic scale, column, in corner wall, scale, graphic scale, column, in wall vestibule, scale, graphic scale, column, secretaries, scale, graphic scale

Raw text data extracted from CAD file:

PLANTA E EG A 230 M E T R O S 0 1 2 4 6 M E T R O S 0 M E T R O S 0 0.1 M E T R O S 0 M E T R O S 0 M E T R O S 0 1 2 5 M E T R O S 0 0.05 0.10 0.15 .05 0.2 0.3 0.1 0.2 0.3 0.4 .10 .20 .3 .50 .1 .2 .3 .4 .5 .6 M E T R O S 0 .1 .2 .3 .4 .5 .75 M E T R O S 0 .1 .3 .5 .75 1.0 M E T R O S 0 .5 1 1.5 2 M E T R O S 0 1 2 3 5 7 2 300 PLANTA E EG A 230 M E T R O S 0 1 2 4 6 M E T R O S 0 M E T R O S 0 0.1 M E T R O S 0 M E T R O S 0 M E T R O S 0 1 2 5 M E T R O S 0 0.05 0.10 0.15 .05 0.2 0.3 0.1 0.2 0.3 0.4 .10 .20 .3 .50 .1 .2 .3 .4 .5 .6 M E T R O S 0 .1 .2 .3 .4 .5 .75 M E T R O S 0 .1 .3 .5 .75 1.0 M E T R O S 0 .5 1 1.5 2 M E T R O S 0 1 2 3 5 7 PLANTA E EG A 230 M E T R O S 0 1 2 4 6 M E T R O S 0 M E T R O S 0 0.1 M E T R O S 0 M E T R O S 0 M E T R O S 0 1 2 5 M E T R O S 0 0.05 0.10 0.15 .05 0.2 0.3 0.1 0.2 0.3 0.4 .10 .20 .3 .50 .1 .2 .3 .4 .5 .6 M E T R O S 0 .1 .2 .3 .4 .5 .75 M E T R O S 0 .1 .3 .5 .75 1.0 M E T R O S 0 .5 1 1.5 2 M E T R O S 0 1 2 3 5 7 PLANTA E EG A 230 M E T R O S 0 1 2 4 6 M E T R O S 0 M E T R O S 0 0.1 M E T R O S 0 M E T R O S 0 M E T R O S 0 1 2 5 M E T R O S 0 0.05 0.10 0.15 .05 0.2 0.3 0.1 0.2 0.3 0.4 .10 .20 .3 .50 .1 .2 .3 .4 .5 .6 M E T R O S 0 .1 .2 .3 .4 .5 .75 M E T R O S 0 .1 .3 .5 .75 1.0 M E T R O S 0 .5 1 1.5 2 M E T R O S 0 1 2 3 5 7 PLANTA E EG A 230 M E T R O S 0 1 2 4 6 M E T R O S 0 M E T R O S 0 0.1 M E T R O S 0 M E T R O S 0 M E T R O S 0 1 2 5 M E T R O S 0 0.05 0.10 0.15 .05 0.2 0.3 0.1 0.2 0.3 0.4 .10 .20 .3 .50 .1 .2 .3 .4 .5 .6 M E T R O S 0 .1 .2 .3 .4 .5 .75 M E T R O S 0 .1 .3 .5 .75 1.0 M E T R O S 0 .5 1 1.5 2 M E T R O S 0 1 2 3 5 7 A A +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM1 3 No. 4+ESLABONES No. 3 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 \A1;SOLERA HIDROFUGA 4 No. 4+ESL. No. 2 @ 0.15 \A1;NIVEL DE SUELO COLINDANTE +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM1 3 No. 4+ESLABONES No. 3 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM1 3 No. 4+ESLABONES No. 3 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM2 3 No. 3+ESLABONES No. 2 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 \A1;NIVEL DE SUELO COLINDANTE \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.04 \A1;0.42 \A1;0.04 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.04 \A1;0.32 \A1;0.04 \A1;0.80 \A1;0.50 \A1;0.04 \A1;0.42 \A1;0.04 \A1;0.80 \A1;0.40 \A1;0.04 \A1;0.32 \A1;0.04 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.80 +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM1 3 No. 4+ESLABONES No. 3 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 \A1;SOLERA HIDROFUGA 4 No. 4+ESL. No. 2 @ 0.15 \A1;NIVEL DE SUELO COLINDANTE +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM1 3 No. 4+ESLABONES No. 3 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM1 3 No. 4+ESLABONES No. 3 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 +0.00 NIVEL +0.10 NIVEL \A1;CIMIENTO CORRIDO CM2 3 No. 3+ESLABONES No. 2 @ 0.20 \A1;BLOCK DE 0.14x0.19x0.39 5 5 5 5 5 5 5 5 \A1;NIVEL DE SUELO COLINDANTE \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.04 \A1;0.42 \A1;0.04 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.80 \A1;0.40 \A1;0.04 \A1;0.32 \A1;0.04 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.80 \A1;0.50 \A1;0.04 \A1;0.42 \A1;0.04 \A1;0.80 \A1;0.40 \A1;0.04 \A1;0.32 \A1;0.04 \A1;0.80 \A1;REFUERZOS No. 4 @ 0.10 \A1;PROYECCION COLUMNA \A1;REFUERZOS No. 4 @ 0.10 \A1;PROYECCION COLUMNA 00 A 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.1000000000000014 0.0999999999999996 0.0500000000000007 0.0499999999999972 0.100000000000005 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0499999999999972 1.0 1.0 00 B 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.1000000000000014 0.0999999999999996 0.0500000000000007 0.0499999999999972 0.100000000000005 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0499999999999972 1.0 1.0 \A1;PROYECCION DE CIMIENTO \A1;COLUMNA C2 4 No. 4 + ESLABONES No. 2 @ 0.15 \A1;ZAPATA Z1 10 No. 4 @ 0.10 1.0 0.0500000000000007 0.0999999999999872 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0999999999999872 0.0999999999999996 0.0500000000000149 0.2000000000000028 0.1499999999999986 0.1499999999999986 0.1500000000000022 0.1500000000000021 0.1499999999999986 0.1499999999999986 0.1999999999998749 1.199999999999854 +0.00 NIVEL \A1;PROYECCION DE CIMIENTO \A1;ZAPATA Z1 10 No. 4 @ 0.10 \A1;COLUMNA C1 6 No. 4 + ESLABONES No. 2 @ 0.15 0.2000000000000028 0.1999999999998749 0.1499999999999986 0.1499999999999986 0.1500000000000021 0.1500000000000021 0.1499999999999986 0.1499999999999986 1.199999999999868 +0.00 NIVEL 1.0 0.0500000000000007 0.0999999999999872 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0999999999999872 0.0999999999999996 0.0500000000000149 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.0500000000000007 0.7999999999999989 0.0500000000000007 0.1000000000000014 0.1000000000000014 0.0999999999999978 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.0500000000000007 0.8000000000000007 \A1;PROYECCION COLUMNA \A1;REFUERZOS No. 4 @ 0.10 \A1;PROYECCION COLUMNA C1 \A1;REFUERZOS No. 4 @ 0.10 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.0500000000000007 0.7999999999999989 0.0500000000000007 0.1000000000000014 0.1000000000000014 0.0999999999999978 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.0500000000000007 0.8000000000000007 \A1;PROYECCION DE CIMIENTO \A1;COLUMNA C2 4 No. 4 + ESLABONES No. 2 @ 0.15 \A1;ZAPATA Z1 10 No. 4 @ 0.10 0.8000000000000007 5 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0999999999999872 0.0500000000000149 0.2000000000000028 0.1499999999999986 0.1499999999999986 0.150000000000002 0.1500000000000021 0.1499999999999986 0.1499999999999986 0.1999999999998749 1.199999999999854 +0.00 NIVEL \A1;PROYECCION DE CIMIENTO \A1;ZAPATA Z1 10 No. 4 @ 0.10 \A1;COLUMNA C1 6 No. 4 + ESLABONES No. 2 @ 0.15 0.2000000000000028 0.1999999999998749 0.1499999999999986 0.1499999999999986 0.1500000000000022 0.1500000000000021 0.1499999999999986 0.1499999999999986 1.199999999999868 +0.00 NIVEL 0.8000000000000007 0.0500000000000007 0.0999999999999872 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0500000000000149 00 A 00 B \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;1.00 \A1;1.00 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.20 \A1;1.20 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;1.20 \A1;REFUERZOS No. 4 @ 0.10 \A1;PROYECCION COLUMNA \A1;REFUERZOS No. 4 @ 0.10 \A1;PROYECCION COLUMNA 00 A 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.1000000000000014 0.0999999999999996 0.0500000000000007 0.0499999999999972 0.100000000000005 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0499999999999972 1.0 1.0 00 B 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.1000000000000014 0.0999999999999996 0.0500000000000007 0.0499999999999972 0.100000000000005 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.1000000000000014 0.0499999999999972 1.0 1.0 \A1;PROYECCION DE CIMIENTO \A1;COLUMNA C2 4 No. 4 + ESLABONES No. 2 @ 0.15 \A1;ZAPATA Z1 10 No. 4 @ 0.10 1.0 0.0500000000000007 0.0999999999999872 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0999999999999872 0.0999999999999996 0.0500000000000149 0.2000000000000028 0.1499999999999986 0.1499999999999986 0.1500000000000022 0.1500000000000021 0.1499999999999986 0.1499999999999986 0.1999999999998749 1.199999999999854 +0.00 NIVEL \A1;PROYECCION DE CIMIENTO \A1;ZAPATA Z1 10 No. 4 @ 0.10 \A1;COLUMNA C1 6 No. 4 + ESLABONES No. 2 @ 0.15 0.2000000000000028 0.1999999999998749 0.1499999999999986 0.1499999999999986 0.1500000000000021 0.1500000000000021 0.1499999999999986 0.1499999999999986 1.199999999999868 +0.00 NIVEL 1.0 0.0500000000000007 0.0999999999999872 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0999999999999872 0.0999999999999996 0.0500000000000149 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;1.00 \A1;1.00 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.0500000000000007 0.7999999999999989 0.0500000000000007 0.1000000000000014 0.1000000000000014 0.0999999999999978 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.0500000000000007 0.8000000000000007 \A1;PROYECCION COLUMNA \A1;REFUERZOS No. 4 @ 0.10 \A1;PROYECCION COLUMNA C1 \A1;REFUERZOS No. 4 @ 0.10 0.0500000000000007 0.1000000000000014 0.0999999999999996 0.0999999999999996 0.1000000000000014 0.0999999999999979 0.0999999999999996 0.0999999999999979 0.0500000000000007 0.7999999999999989 0.0500000000000007 0.1000000000000014 0.1000000000000014 0.0999999999999978 0.1000000000000014 0.0999999999999979 0.1000000000000014 0.0999999999999979 0.0500000000000007 0.8000000000000007 \A1;PROYECCION DE CIMIENTO \A1;COLUMNA C2 4 No. 4 + ESLABONES No. 2 @ 0.15 \A1;ZAPATA Z1 10 No. 4 @ 0.10 0.8000000000000007 5 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0999999999999872 0.0500000000000149 0.2000000000000028 0.1499999999999986 0.1499999999999986 0.150000000000002 0.1500000000000021 0.1499999999999986 0.1499999999999986 0.1999999999998749 1.199999999999854 +0.00 NIVEL \A1;PROYECCION DE CIMIENTO \A1;ZAPATA Z1 10 No. 4 @ 0.10 \A1;COLUMNA C1 6 No. 4 + ESLABONES No. 2 @ 0.15 0.2000000000000028 0.1999999999998749 0.1499999999999986 0.1499999999999986 0.1500000000000022 0.1500000000000021 0.1499999999999986 0.1499999999999986 1.199999999999868 +0.00 NIVEL 0.8000000000000007 0.0500000000000007 0.0999999999999872 0.1000000000000139 0.0999999999999979 0.1000000000000032 0.0999999999999837 0.1000000000000139 0.0999999999999979 0.0500000000000149 00 A 00 B \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.80 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.05 \A1;0.05 \A1;COLUMNA 0.14x0.14 4 No. 3 + ESTRIBOS No. 2 @ 0.10 \A1;COLUMNA 0.20x0.20 4 No. 4 + ESTRIBOS No. 3 @ 0.15 \A1;COLUMNA 0.20x0.14 4 No. 4 + ESTRIBOS No. 3 @ 0.15 \A1;COLUMNA 0.25x0.25 6 No. 4 + ESTRIBOS No. 3 @ 0.15 \A1;COLUMNA 0.30x0.30 4 No. 5, 2 No. 4 + ESTRIBOS Y ESL. No. 3 @ 0.10 \A1;COLUMNA 40x14 6 No. 4 + ESTRIBOS No. 2 @ 0.15 \A1;COLUMNA 40x20 4 No. 6, 2 No.4 + ESTRIBOS Y ESL. No. 3 @ 0.10 \A1;COLUMNA 10x10 2 No. 3 + ESTRIBOS No. 2 @ 0.15 \A1;COLUMNA 15x10 2 No. 3 + ESTRIBOS No. 2 @ 0.15 DETALLES DE COLUMNAS DE CONCRETO 432 ESTRUCTURAS 432 ESQUEMA UBICACION ESCALA 1/250 0 432 COLUMNA C1 EN MOJINETE DE SALON SACRAMENTAL Y DE AULAS EN EJE A 04 UNIDADES ESCALA 1/10 ESCALA GRAFICA 1 432 COLUMNA C2 EN MOJINETE DE SALON SACRAMENTAL Y DE AULAS EN EJES F Y H 04 UNIDADES ESCALA 1/10 ESCALA GRAFICA 2 432 COLUMNA C3 INGRESO A SECRETARIOS ESCALA 1/10 ESCALA GRAFICA 3 432 COLUMNA C4 SECRETARIOS MUROS LATERALES ESCALA 1/10 ESCALA GRAFICA 4 432 COLUMNA C5 ESQUINAS INFERIORES VESTIBULO EJES CEa, DEa ESCALA 1/10 ESCALA GRAFICA 5 432 COLUMNA C6 MURO LATERAL DERECHO VESTIBULO EJE DEa ESCALA 1/10 ESCALA GRAFICA 6 432 COLUMNA C7 INGRESO PRINCIPAL VESTIBULO MURO LATERAL IZQUIERDO EJE CEa ESCALA 1/10 ESCALA GRAFICA 7 432 COLUMNA C8 ESQUINAS SUPERIORES VESTIBULO EJES CEa, DEa ESCALA 1/10 ESCALA GRAFICA 8 432 COLUMNA C9 MOJINTETE EN SALON SACRAMENTAL POSTERIOR ESCALA 1/10 ESCALA GRAFICA 9 432 COLUMNA CA EN MURO ESCALA 1/10 ESCALA GRAFICA 10 432 COLUMNA CA1 EN MURO VESTIBULO ESCALA 1/10 ESCALA GRAFICA 11 432 COLUMNA CA2 EN ESQUINA MURO ESCALA 1/10 ESCALA GRAFICA 12 432 COLUMNA CA3 EN MURO VESTIBULO ESCALA 1/10 ESCALA GRAFICA 13 432 COLUMNA C10 SECRETARIOS ESCALA 1/10 ESCALA GRAFICA 10 432

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, blocks, columns, DWG, dynamic, footings, FOUNDATION, foundations, fundament, single, types