Center Of Classic Education And Training DWG Section for AutoCAD

CENTER OF TRADITIONAL EDUCATION L,WHICH LOOK TO 2 MAIN STREETS – HAS 2 PLANTS – FACADES AND SECTIONS

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

architectural plant, scale, isometry, vehicular income, warehouse, fourth machine, sshh, stage, foyer, access plaza, exhibition space, cultural, empty, library, classroom, warehouse, cafeteria, exhibitions, hall, street, green area, cut slab type, esc .: only in deck slab, lightening, covering, esc., sin, replantillo, asy, asx, main reinforcement, column, ba, ab, slab, beam axis b, column, type, dimension, armor, column table, main column reinforcement, soil improvement, direction and, quantity, type, location, plinth box, x direction, reinforcement, casting, level, iii, iiii, plinth type iii, position of the column with respect to the plinths, cut columns, buildings, scale: indicated, sewage design, first quarter, ground floor, front facade, rear facade, left side facade, right side facade, first floor, underground parking lot, second top floor

Raw text data extracted from CAD file:

A PLANTA ARQUITECTONICA ESCALA 1 : 100 ISOMETRIA \A1;0.30 \A1;0.50 \A1;0.12 \A1;0.50 \A1;0.12 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.10 \A1;H \A1;0.10 \A1;H \A1;a \A1;b \A1;a \A1;b \A1;B \A1;A \A1;B-A \A1;A-B \A1;0.55 \A1;0.40 \A1;0.60 \A1;0.45 \A1;0.60 \A1;0.45 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.75 \A1;0.25 \A1;2.75 \A1;0.25 \A1;2.80 \A1;0.20 \A1;2.40 \A1;0.60 \A1;1.20 \A1;0.60 \A1;2.40 \A1;0.60 \A1;1.20 \A1;0.60 \A1;0.35 \A1;0.45 \A1;0.45 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.50 \A1;0.60 \A1;1.20 \A1;0.60 \A1;0.60 \A1;1.20 \A1;0.60 \A1;1.24 \A1;0.35 \A1;0.60 \A1;0.60 \A1;1.00 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.00 \A1;0.60 \A1;1d8@0.20 \A1;0.25 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.10 \A1;5.70 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;1d8@0.20 \A1;0.25 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.10 \A1;5.70 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;0.25 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.10 \A1;5.70 \A1;6.00 \A1;6.00 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;1d8@0.10 \A1;1d8@0.20 \A1;1d8@0.10 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.55 \A1;0.40 \A1;0.60 \A1;0.45 \A1;0.60 \A1;0.45 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.75 \A1;0.25 \A1;2.75 \A1;0.25 \A1;2.80 \A1;0.20 \A1;2.40 \A1;0.60 \A1;1.20 \A1;0.60 \A1;2.40 \A1;0.60 \A1;1.20 \A1;0.60 \A1;0.55 \A1;0.40 \A1;3.00 \A1;2.80 \A1;0.20 \A1;3.00 \A1;0.50 \A1;0.30 \A1;5.70 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;5.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.80 \A1;5.70 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;5.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.80 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.80 \A1;5.70 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;5.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.80 \A1;A \A1;a \A1;b \A1;A \A1;a \A1;b \A1;A \A1;a \A1;b \A1;A \A1;a \A1;b \A1;0.10 \A1;H \A1;0.10 \A1;H \A1;0.60 \A1;0.61 \A1;1.24 \A1;0.60 \A1;3.00 \A1;0.61 \A1;0.70 \A1;.05 \A1;H \A1;.05 \A1;H \A1;.05 \A1;H \A1;.05 \A1;H \A1;0.60 \A1;0.61 \A1;1.24 \A1;0.60 \A1;3.00 \A1;0.61 \A1;1.24 \A1;0.60 \A1;5.70 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.70 \A1;5.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.80 \A1;B \A1;B \A1;B \A1;B 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K INGRESO VEHICULAR BODEGA CUARTO MAQUINAS TALLER 1 TALLER 2 TALLER 3 BODEGA BODEGA BODEGA SSHH SSHH SSHH SSHH SSHH SSHH SSHH SSHH ESCENARIO FOYER PLAZA DE ACCESO PLAZA DE EXPOSICIONES CULTURAL VACIO VACIO TALLER 4 TALLER 5 TALLER 6 BODEGA BODEGA BODEGA SSHH SSHH VACIO VACIO VACIO VACIO VACIO VACIO VACIO VACIO BIBLIOTECA AULA AULA AULA AULA ALMACEN CAFETERIA EXPOSICIONES HALL VACIO VACIO VACIO VACIO CALLE CALLE AREA VERDE 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K A1 A1 A1 A1 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A2 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 C1 PL1 C1 PL2 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL1 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C2 PL4 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C1 PL3 C2 PL4 C2 PL4 C2 PL4 C2 PL4 C2 PL4 1 2 3 4 5 6 7 8 9 10 11 B A C D E F G H I J K 2 3 4 5 6 7 8 9 10 B C D E F G H I 2 3 4 5 6 7 8 9 10 11 B C D E F G H I J K 1 2 3 4 5 6 8 9 10 11 B A C D E F G H I J K C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL1 C1 PL1 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL2 C1 PL1 5 0.50 5 0.50 5 CORTE TIPO DE LOSA ESC.: 1:10 SOLO EN LOSA DE CUBIERTA MALLA ELECTROSOLDADA 6*15 5 5 5 As (+) As (-) ALIVIANAMIENTO ALIVIANAMIENTO RECUBRIMIENTO ESC. SIN CORTE 1 – 1 Nf H.S. f’c = 140 Kg/cm2 REPLANTILLO 0.10 H CORTE 1 – 1 SIN ESC. H.S. f’c = 140 Kg/cm2 Nf 0.10 REPLANTILLO H RECUBRIMIENTO Asy ESTRIBOS d10mm@0.10 PLINTO TIPO 1 CENTRAL SIN Asx REFUERZO PRINCIPAL DE COLUMNA 1 a b ESC. 1 ESTRIBOS d10mm@0.10 PLINTO TIPO 2 MEDIANERO Asx SIN DE COLUMNA REFUERZO PRINCIPAL ESC. a b 1 Asy 1 B A B-A A-B 5 5 N +9.15 5 5 N +6.15 5 5 5 5 5 CORTE COLUMNA C1 B LOSA LOSA LOSA 5 5 5 5 5 5 E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA EJE 3 0.30 x 0.60 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.60 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.55 VIGA EJE B 0.30 x 0.40 N +3.15 5 5 5 \A1;3.60 \A1;3.60 \A1;3.60 B LOSA LOSA LOSA \A1;3.35 5 \A1;3.35 5 \A1;3.25 5 6 d 20 mm 5 \A1;3.15 5 5 5 \A1;3.15 5 5 5 5 5 5 VIGA EJE 3 0.30 x 0.45 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.45 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.35 VIGA EJE B 0.30 x 0.35 N +10.80 N +7.20 N +3.60 6 d 20 mm 6 d 20 mm E d 8mm@10cm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm \A1;3.40 5 C2 C1 5 5 5 5 Columna Tipo DIMENSION 5 5 5 5 2 d 12mm 4 d 14mm ARMADURA 6 d 20mm CUADRO DE Columnas E d 8mm@10cm E d 8mm@10cm VOLUMEN TOTAL COLUMNAS: 11.53 m3 1d8@0.20 5 1d8@0.20 3d16Mc167 1d8@0.10 1d8@0.10 1d8@0.10 3d16Mc161 2d14Mc160 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 5 2d10Mc182 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 3d16Mc162 2d12Mc165 5 5 5 5 5 5 5 1d8@0.20 5 1d8@0.20 3d16Mc167 1d8@0.10 1d8@0.10 1d8@0.10 3d16Mc161 2d14Mc160 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 5 2d10Mc182 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 3d16Mc162 2d12Mc165 5 5 5 5 5 5 5 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 5 1d8@0.20 3d16Mc167 1d8@0.10 1d8@0.10 1d8@0.10 3d16Mc161 2d14Mc160 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 5 5 5 2d10Mc182 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 1d8@0.10 3d16Mc162 2d12Mc165 1d8@0.20 1d8@0.10 2d12Mc164 3d16Mc162 2d12Mc165 5 5 5 5 5 5 5 H.S. f’c=140Kg/cm2 REPLANTILLO .05 H Asy Asx ESTRIBOS d10mm@0.10 SECCION 2-2 ESC: 1/20 RECUBRIMIENTO REFUERZO PRINCIPAL DE COLUMNA Nf 0.8 H.S. f’c=140Kg/cm2 REPLANTILLO .05 H ESTRIBOS d10mm@0.10 SECCION 1-1 RECUBRIMIENTO REFUERZO PRINCIPAL DE COLUMNA Nf 0.8 MEJORAMIENTO DE SUELO MEJORAMIENTO DE SUELO ESC: 1/20 H.S. f’c=140Kg/cm2 REPLANTILLO .05 H ESTRIBOS d10mm@0.10 SECCION 4-4 ESC: 1/20 RECUBRIMIENTO REFUERZO PRINCIPAL DE COLUMNA Nf 0.8 MEJORAMIENTO DE SUELO H.S. f’c=140Kg/cm2 REPLANTILLO .05 H ESTRIBOS d10mm@0.10 SECCION 3-3 RECUBRIMIENTO REFUERZO PRINCIPAL DE COLUMNA Nf 0.8 MEJORAMIENTO DE SUELO ESC: 1/20 5 5 N +9.15 5 5 N +6.15 5 5 5 5 5 CORTE COLUMNA C1 B LOSA LOSA LOSA 5 5 5 5 5 5 E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA EJE 3 0.30 x 0.60 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.60 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.55 VIGA EJE B 0.30 x 0.40 N +3.15 5 5 N +13.80 N +6.15 5 B LOSA LOSA 5 5 E d 8mm@10cm E d 8mm@20cm E d 8mm@10cm 6 d 20 mm 5 5 5 5 VIGA EJE B 0.30 x 0.45 VIGA EJE 3 0.30 x 0.55 VIGA EJE B 0.30 x 0.40 2d12Mc 146 6d14Mc 145 2d10Mc 158 CORTE 1-1 1:10 1Ed8 c/.10-.20 Mc159 5 5 ESC.: N+3.60 C1 PL3 C1 PL3 C1 PL3 C1 PL3 SENTIDO Y CANTIDAD TIPO UBICACION h CUADRO DE PLINTOS DIMENSIONES (m) B H A SENTIDO X REFUERZO FUNDICION NIVEL DE 04 I A1-A11-k1-k11 0.50 1.10 10d14 -1.50 B1-C1-D1-E1-F1-G1-H1-I1-J1-K1 II 0.50 1.10 36 B2-B3-B4-B5-B6-B7-B8-B9-B10 III 1.60 75 0.50 -1.50 -1.50 0.40 0.40 0.40 1.10 1.10 1.60 10d14 10d14 10d14 10d14 10d14 -1.50 B11-C11-D11-E11-F11-G11-H11-I11 J11-K11 A2-A3-A4-A5-A6-A7-A8-A9-A10 K2-K3-K4-K5-K6-K7-K8-K9-K10 IIII 6 2.25 0.50 0.40 2.25 C2-C3-C4-C5-C6-C7-C8-C9-C10 D2-D3-D4-D5-D6-D7-D8-D9-D10 E2-E3-E4-E5-E6-E7-E8-E9-E10 F3-F4-F6-F7-F8-F9-F10 G3-G4-G6-G7-G8-G9-G10 H3-H4-H6-H7-H8-H9-H10 I2-I3-I4-I5-I6-I7-I8-I9-I10 J2-J3-J4-J5-J6-J7-J8-J9-J10 F2-G2-H2 F5-G5-H5 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10d14 10d14 A B a b PLINTO TIPO III ESC: 1/20 2 2 POSICION DE LA COLUMNA RESPECTO AL PLINTOS 1d14mm@20cm 1d14mm@20cm 12 12 A B a b PLINTO TIPO III ESC: 1/20 2 2 1d14mm@20cm 1d14mm@20cm 12 12 A B a b PLINTO TIPO III ESC: 1/20 2 2 1d14mm@20cm 1d14mm@20cm 12 12 A B a b PLINTO TIPO III ESC: 1/20 2 2 1d14mm@20cm 1d14mm@20cm 12 12 CORTE 1 – 1 SIN ESC. H.S. f’c = 140 Kg/cm2 Nf 0.10 REPLANTILLO H RECUBRIMIENTO ESTRIBOS d10mm@0.10 DE COLUMNA REFUERZO PRINCIPAL RECUBRIMIENTO ESC. SIN CORTE 1 – 1 Nf H.S. f’c = 140 Kg/cm2 REPLANTILLO 0.10 H ESTRIBOS d10mm@0.10 REFUERZO PRINCIPAL DE COLUMNA CORTE DE COLUMNAS C1 C2 TIPO CORTE COLUMNA 2 CONSTRUCCIONES 5to CURSO TEMA\fRaavi|b0|i0|c0|p2;: \H1.333x; CENTRO DE FORMACION Y CAPACITACION ARTESANAL CONTENIDO\fRaavi|b0|i0|c0|p2;: LAMINAS ARQUITECTONICAS UBICACIÓN\fRaavi|b0|i0|c0|p2;: SECTOR SOLANDA FECHA\fRaavi|b0|i0|c0|p2;: 16 – DIC – 2011 ESCALA: INDICADAS LAMINA: 1 DISEÑO DE AGUAS SERVIDAS PRIMER TRIMESTRE AÑO LECTIVO: 2011-2012 PLANTA BAJA 1:200 CONSTRUCCIONES 5to CURSO TEMA\fRaavi|b0|i0|c0|p2;: \H1.333x; CENTRO DE FORMACION Y CAPACITACION ARTESANAL CONTENIDO\fRaavi|b0|i0|c0|p2;: LAMINAS ARQUITECTONICAS UBICACIÓN\fRaavi|b0|i0|c0|p2;: SECTOR SOLANDA FECHA\fRaavi|b0|i0|c0|p2;: 16 – DIC – 2011 ESCALA: INDICADAS LAMINA: 3 DISEÑO DE AGUAS SERVIDAS PRIMER TRIMESTRE AÑO LECTIVO: 2011-2012 CORTE 1-1 1:200 FACHADA FRONTAL 1:200 FACHADA POSTERIOR 1:200 FACHADA LATERAL IZQUIERDA 1:200 FACHADA LATERAL DERECHA 1:200 CORTE 2-2 1:200 CONSTRUCCIONES 5to CURSO TEMA\fRaavi|b0|i0|c0|p2;: \H1.333x; CENTRO DE FORMACION Y CAPACITACION ARTESANAL CONTENIDO\fRaavi|b0|i0|c0|p2;: LAMINAS ARQUITECTONICAS UBICACIÓN\fRaavi|b0|i0|c0|p2;: SECTOR SOLANDA FECHA\fRaavi|b0|i0|c0|p2;: 16 – DIC – 2011 ESCALA: INDICADAS LAMINA: 2 DISEÑO DE AGUAS SERVIDAS PRIMER TRIMESTRE AÑO LECTIVO: 2011-2012 PRIMERA PLANTA ALTA 1:200 PLANTA SUBSUELO PARQUEADEROS 1:250 SEGUNDA PLANTA ALTA 1:200