Educational School- Basic – Primary DWG Block for AutoCAD

Educational School- Basic – Primary DWG Block for AutoCAD

Structural calculate of school with norms seismic resistant in Colombia

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

detail of lightened plate, typical detail of foundation, calculation and structural design, continuous, note: beam, structural plant, compacted earth, beam on foundation, masonry wall, finished floor, pañete mortar, cassette in guadua or icopor, base in concrete cyclopean, foundation

Raw text data extracted from CAD file:

\A1;1.80 \A1;1.00 \A1;1.50 \A1;.10 \A1;.30 \A1;.80 \A1;.70 \A1;.20 \A1;.30 \A1;.70 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.10 \A1;.70 \A1;.70 \A1;.70 \A1;.10 \A1;.30 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.70 \A1;.70 \A1;.10 \A1;.30 \A1;.80 \A1;.10 \A1;.70 \A1;.10 \A1;.10 \A1;.70 \A1;.80 \A1;.10 \A1;.10 \A1;.70 \A1;.30 \A1;3.80 \A1;3.50 \A1;.70 \A1;.10 \A1;5.30 \A1;.70 \A1;.10 \A1;6.15 \A1;4.10 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.70 \A1;4.10 \A1;1.50 \A1;4.10 \A1;.70 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.10 \A1;.10 \A1;.70 \A1;6.00 \A1;1.60 \A1;2.50 \A1;3.10 \A1;4.10 \A1;.10 \A1;.80 \A1;.30 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;1.35 \A1;.10 \A1;.70 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.30 \A1;.30 \A1;.80 \A1;.70 \A1;.10 \A1;.70 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.80 \A1;.30 \A1;.70 \A1;.20 \A1;.30 \A1;.70 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;.70 ACERO DE TEMPERATURA DE d1/2" C/.25 A.S DETALLE DE PLACA ALIGERADA DETALLE TIPICO DE CIMIENTO 5 5 5 5 2 No 7 L: 3.20 m 16 No 3 C / 24 cm 2 No 7 L: 6.00 m 2 No 7 L: 2.00 m 16 No 3 C / 24 cm 16 No 3 C / 24 cm 2 No 7 L: 2.00 m CALCULO Y DISEÑO ESTRUCTURAL 5 No 3 C / 26 cm 0.05m 4 N° 5 DETALLES DE COLUNMNAS, EJES 2 Y 3 2 No 7 L: 6.00 m 2 No 7 L: 6.00 m 2 No 7 L: 3.00 m 4 N° 4 7No3 C/ 9 cm 7No3 C/ 9 cm 0.25 m 0.25 m 0.05m 0.30m ESCALA 1 : 10 0.25 m 17 No 3 C / 24 cm 2 No 7 L: 2.00 m 2No 7L: 6.00 m 17 No 3 C / 24 cm 2 No 7 L: 6.00 m 2No 7L: 3.20 m 2 No 7 L: 6.00 m 2 No 7 L: 3.00 m 7No3 C/ 9 cm A 7No3 C/ 9 cm 2 No 7 L: 6.00 m 17 No 3 C / 24 cm 2 No 7 L: 2.00 m 17 No 3 C / 24 cm 15 No 3 C / 23 cm 2 No 7 L: 2.00 m 2 No 7 L: 6.00 m 2 No 7 L: 6.00 m 15 No 3 C / 23 cm 0.30m 0.25 m 7No3 C/ 9 cm 7No3 C/ 9 cm 2 No 7 L: 6.00 m 2 No 7 L: 6.00 m 2 No 7 L: 2.50 m 7No3 C/ 9 cm 7No3 C/ 9 cm 7No3 C/ 9 cm 2 No 7 L: 6.00 m 7No3 C/ 9 cm 4No3 C/ 25 cm 7No3 C/ 9 cm E S C A L A 1 : 100 7No3 C/ 9 cm 2 No 7 L: 6.00 m 15 No 3 C / 23 cm 2 No 7 L: 2.00 m 15 No 3 C / 23 cm 7No3 C/ 9 cm 7No3 C/ 9 cm B 7No3 C/ 9 cm 7No3 C/ 9 cm 2 No 7 L: 6.00 m 2 No 7 L: 6.00 m 2 No 7 L: 2.50 m 7No3 C/ 9 cm C 7No3 C/ 9 cm 7No3 C/ 9 cm 2 No 7 L: 6.00 m 7No3 C/ 9 cm 4 N° 5 DETALLES DE COLUNMNAS, EJES 1 Y 4 2 No 7 L: 3.60 m 2 No 7 L: 6.00 m 2 No 7 L: 3.00 m 2 No 7 L: 6.00 m 2 No 7 L: 3.00 m 2 No 7 L: 4.00 m 2 No 7 L: 3.60 m 2 No 7 L: 6.00 m 2 No 7 L: 6.00 m 7No3 C/ 9 cm 7No3 C/ 9 cm 7No3 C/ 9 cm 7No3 C/ 9 cm 2 No 7 L: 2.50 m 2 No 7 L: 6.00 m 2 No 7 L: 3.60 m 0.05m 0.05m 0.25 m 0.25 m 0.25 m ESCALA 1 : 10 0.30m 0.25 m 21 No 3 C / 26 cm 2 No 7 L: 2.00 m 2 No 7 L: 6.00 m 21 No 3 C / 26 cm 2 No 7 L: 3.60 m 2 No 7 L: 4.00 m 2 No 7 L: 6.00 m 7No3 C/ 9 cm 7No3 C/ 9 cm D 7No3 C/ 9 cm 7No3 C/ 9 cm 2 No 7 L: 6.00 m 2 No 7 L: 2.50 m 21 No 3 C / 26 cm 21 No 3 C / 26 cm 2 No 7 L: 2.00 m 3 4 0.30m 7No3 C/ 9 cm 7No3 C/ 9 cm 1 1' 2 7No3 C/ 9 cm E 7No3 C/ 9 cm 0.05m 0.05m DETALLE DE ZAPATAS B2 , B3 ESCALA 1 : 20 DETALLES DE VIGAS , EJES 2 Y 3 DETALLES DE VIGAS , EJES 1 Y 4 CONTINUOS 4 N ° 7 0.30m 11 N ° 5 L = 1.3 EN A.S. 4 N ° 7 CONTINUOS 0.30m LONGITUD = 2 m - 1.5 m EN EL CENTRO DE LA LUZ ESCALA 1 : 10 0.40 m ESCALA 1 : 10 0.35 m 0.25 m 0.25 m 0.05m 1.15 m LONGITUD = 2 m - 3 m SOBRE LAS COLUMNAS 2 N ° 7 2 N ° 7 0.40 m 0.35 m 0.25 m 0.05m 0.25 m CONCRETO DE NIVELACION 1:3:5 .05m .05m -LOS ACEROS > No 5 SON DE 60000 PSI -TODOS LOS CONCRETOS SON 3000 PSI -LOS ACEROS < DE No 5 SON A-37000 0.35 m 0.25 m 0.06 m NOTA: VIGA 0.25 m 0.30 m 0.35 m 5 5 5 5 5 0.10 m VT-1 5 5 5 5 5 5 0.70 m 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 B 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1 : 20 0.075 m PLACA EN PISO DE CONCRETO 2000 PSI 2000 PSI (40% P - 60% C) 5 PLANTA ESTRUCTURAL 5 5 ESCALA 1 : 10 0.30m 0.25 m 0.15 m VT-2 5 E S C A L A 1 : 100 5 0.10 m RECEBO COMPACTADO VIGA SOBRE CIMIENTO 5 5 5 5 5 5 5 0.40 m MURO EN MAMPOSTERIA VT-3 5 5 5 5 5 5 5 5 5 5 5 5 C 5 5 5 5 5 5 5 D 5 5 5 5 5 5 5 5 5 5 0.70 m 0.30 m VT-4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E 5 5 5 5 5 2 PISO TERMINADO MORTERO PAÑETE CONCRETO 3000 PSI CASETON EN GUADUA O ICOPOR 0.10 m 3 4 5 1 1' BASE EN CONCRETO CICLOPEO DE CIMENTACION

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, basic, block, cálculate, College, colombia, DWG, educational, library, norms, primary, resistant, school, seismic, structural, university