Music School DWG Full Project for AutoCAD

PROJECT seminar rooms – PLANIMETRY – PLANT – CORTES

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

building, garage, pine trees, curbstone, parking, gas, green zone, limit of rise, slope base, legionaries of christ, estadium, classrooms, board of construction, the success is to overcome the fear of failure., as sup., as inf., descrip, type, shoe, pedestal, esp., prof., reinforcement, vtype, pitted stone, floor slab, steels in each direction – base, base, vr, Creole tile, dimensions, axes, resistance of the materials

Raw text data extracted from CAD file:

9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.09 0.30 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 0.30 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 5 5 4.0 3.999999999999886 5 4.0 4.0 4.0 4.0 4.0 0.30 4.0 4.0 4.0 4.0 4.0 4.0 0.30 4.000000000000227 4.0 4.0 4.0 4.0 4.0 5 0.2999999999999545 \Q20;\T2.2;PLANTA GENERAL \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T1.5;LABORATORIO \T1.5;LABORATORIO \Q20;\T1.55;ESC. 1/100 4 3 2 1 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 14 15 A' B' 9.000000000000682 0.30 4.0 4.0 4.0 4.0 4.0 4.0 4.0 D A E F G H I J B C 1' 2' 3' 4' 5' \T2;ADM. \T2;OFICINA \T2;JEFE \T2;SECRETARIA \T1.5;SALA DE ESPER\T2;A \T2;OFICINA \T1.5;PASILLO 1 1 1 1 P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS \Q20;\T2.2;PLANTA GENERAL \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \T1.5;LABORATORIO \Q20;\T1.55;ESC. 1/100 \T2;ADM. \T2;OFICINA \T2;JEFE \T2;SECRETARIA \T1.5;SALA DE ESPER\T2;A \T2;OFICINA \T1.5;PASILLO \T1.15;SALON DE COMPUTACION \T1.15;SALON DE JUEGO \T3;ACERA \T3;ACERA \T3;ACERA P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \T1.5;LABORATORIO \T2;ADM. \T2;OFICINA \T2;JEFE \T2;SECRETARIA \T1.5;SALA DE ESPER\T2;A \T2;OFICINA \T1.5;PASILLO \T1.15;SALON DE COMPUTACION \T1.15;SALON DE JUEGO \T3;ACERA \T3;ACERA \T3;ACERA 3.30 3.00 0.30 4.02 0.43 0.91 3.299999999999955 3.0 0.2999999999999545 4.020000000000664 \Q20;\T2.2;FACHADA LAT.DERECHA \Q20;\T1.55;ESC. 1/100 0.4334313698418555 0.90656863015829 \T1.5;P=20% \T1.5;P=20% \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \T2;OFICINA \T2;AULA DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;ACERA \T3;ACERA \T3;ACERA \T2;TARIMA \T3.2;PASILLO \T1.5;LABORATORIO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS 2.50 9.00 1.00 2.00 5.75 7.85 2.00 9.00 2.00 7.85 2.00 5.75 8.15 7.85 \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \T2;OFICINA \T2;AULA DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;ACERA \T3;ACERA \T3;ACERA \T2;TARIMA \T3.2;PASILLO \T1.5;LABORATORIO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 1.999999999998408 9.00000000001046 2.0 7.849999999999454 2.0 5.75 8.150000000000318 7.849999999999909 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 0.30 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 0.73 0.73 0.73 0.80 0.80 16.15 2.50 8.95 1.00 1.00 3.00 3.00 9.00 4.00 4.00 4.00 8.95 1.00 1.00 9.00 1.00 2.00 5.75 7.85 16.15 5 4.0 3.999999999999886 5 \Q20;\T2.2;PLANTA GENERAL \T3;AULA \W0.75424; \T3.00000;AULA \W2.51384; \T1.35000;CAP.28 \W2.51384; \T1.35000;PERS. \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \Q20;\T1.55;ESC. 1/125 A' B' 1' 2' 3' 4' \T2;OFICINA \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;PASILLO \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 3.00081269835232 9.00000000001046 1.000000000000227 2.0 5.75 7.849999999999909 16.14999999999986 \T1.5;LABORATORIO \T3;PASILLO 5 5 5 0.9999999999990905 \T3;PASILLO 9.00 4.00 4.00 4.00 3.00 3.00 9.00 1.00 2.00 5.75 7.85 16.15 8.95 1.00 1.00 5 3.999999999999773 4.000000000000114 5 \T3;AULA \W0.75424; \T3.00000;AULA \W2.51384; \T1.35000;CAP.28 \W2.51384; \T1.35000;PERS. \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO A' B' 1' 2' 3' 4' \T2;OFICINA \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;PASILLO \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 3.00081269835232 9.00000000001046 1.000000000000227 2.0 5.75 7.849999999999909 16.14999999999986 \T1.5;LABORATORIO \T3;PASILLO 5 5 5 0.9999999999990905 \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA 3.00 3.00 9.00 1.00 2.00 5.75 7.85 16.15 8.95 1.00 1.00 \T3;AULA \W0.75424; \T3.00000;AULA \W2.51384; \T1.35000;CAP.28 \W2.51384; \T1.35000;PERS. \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \T2;OFICINA \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;PASILLO \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 3.00081269835232 9.00000000001046 1.000000000000227 2.0 5.75 7.849999999999909 16.14999999999986 \T1.5;LABORATORIO \T3;PASILLO 5 5 5 0.9999999999990905 \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA 3.00 3.00 8.95 1.00 1.00 9.00 1.00 2.00 5.75 7.85 16.15 \T3;AULA \W0.75424; \T3.00000;AULA \W2.51384; \T1.35000;CAP.28 \W2.51384; \T1.35000;PERS. \T3;AULA \T3;AULA \T3;ACERA \T1.5;LABORATORIO \T2;OFICINA \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;PASILLO \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 3.00081269835232 9.00000000001046 1.000000000000227 2.0 5.75 7.849999999999909 16.14999999999986 \T1.5;LABORATORIO \T3;PASILLO 5 5 5 0.9999999999990905 \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA 8.15 7.85 7.85 7.85 7.85 5.79 7.90 2.48 1.13 1.12 1.13 1.53 1.13 1.60 2.00 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 4.02 0.43 0.91 4.02 2.10 1.08 0.90 1.20 0.90 0.30 4.00 3.30 2.20 0.12 3.00 0.94 0.90 1.20 0.90 0.35 0.94 0.90 2.10 1.29 0.90 2.10 2.50 1.00 2.50 8.15 7.85 2.00 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 9.00 2.00 5.75 7.85 16.15 8.95 1.00 1.00 7.85 7.85 7.85 5.79 7.90 1.60 1.60 \T3;AULA 1 \T1.5;LABORATORIO 2 \T2;OFICINAS \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;PASILLO \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 2.500007988144034 9.00000000001046 1.000000000000227 2.0 5.75 7.849999999999909 16.14999999999986 \T1.5;LABORATORIO 1 5 5 5 0.9999999999990905 \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA 5 5 7.850000000000136 7.849999999999909 7.849999999999909 5 5 \T3;PASILLO \T3;PASILLO \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T1.15;TARIMA N+0.30 m \T1.15;TARIMA N+0.30 m \T3;AULA 2 \T1.15;TARIMA N+0.30 m \T3;AULA 3 \T1.15;TARIMA N+0.30 m \T3;AULA 4 \T1.15;TARIMA N+0.30 m \T3;AULA 5 \T1.15;TARIMA N+0.30 m .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 1.599999999999454 5 1.599999999999682 1.599999999999682 1.599999999999682 1.599999999999682 1.599999999999682 1.599999999999682 1.599999999999682 1.599999999999682 1.599999999999682 A A' B B' \T1.45;ENFERMERIA 2.50 1.00 2.50 8.15 7.85 2.00 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 9.00 2.00 5.75 7.85 16.15 8.95 1.00 1.00 7.85 7.85 7.85 5.79 7.90 1.60 1.60 \T3;AULA 1 \T1.5;LABORATORIO 2 \T2;OFICINAS \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE JUEGO \T3;PASILLO \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 2.500007988144034 9.00000000001046 1.000000000000227 2.0 5.75 7.849999999999909 16.15000000000009 \T1.5;LABORATORIO 1 5 5 5 0.9999999999990905 \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA 5 5 7.849999999999909 7.849999999999454 7.849999999999454 5 5 \T3;PASILLO \T3;PASILLO \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T1.15;TARIMA N+0.30 m \T1.15;TARIMA N+0.30 m \T3;AULA 2 \T1.15;TARIMA N+0.30 m \T3;AULA 3 \T1.15;TARIMA N+0.30 m \T3;AULA 4 \T1.15;TARIMA N+0.30 m \T3;AULA 5 \T1.15;TARIMA N+0.30 m .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 1.599999999999454 5 1.599999999999909 1.599999999999909 1.599999999999909 1.599999999999454 1.599999999999454 1.599999999999454 1.599999999999454 1.599999999999454 1.599999999999682 A A' B B' \T1.45;ENFERMERIA 0.30 2.48 2.48 \Q20;\T2.2;PLANTA CONJUNTO \Q20;\T1.55;ESC. 1/200 P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS \Q20;\T2.2;PLANTA CONJUNTO \Q20;\T1.55;ESC. 1/200 P77 EDIFICIO GARAJE PINOS BROCAL ESTACIONAMIENTO GAS ZONA VERDE LIMITE DE LEVANTAMIENTO BASE DE TALUD LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO LEGIONARIOS DE CRISTO 1791 1791 1792 1792 1793 1794 ESTADIUM AULAS 1.13 2.48 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.09 0.30 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 0.30 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 0.73 0.73 0.73 0.80 0.80 2.48 \A1;0.05 \A1;0.10 \A1;0.15 0.30 0.05 2.48 2.48 0.30 0.05 0.30 0.05 2.48 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \Q20;\T2.2;PLANTA GENERAL \T3;AULA 1 \T1.5;LABORATORIO 2 \Q20;\T1.55;ESC. 1/125 0.30 0.30 4 3 2 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 14 15 A' B' 5 5 5 5 5 5 5 5 D A 0.30 E F G H I J B C 1' 2' 3' 4' \T2;OFICINAS \T2;SALON DE USOS MULTIPLES \Q20;\T2.2;FACHADA PRINCIPAL \Q20;\T1.55;ESC. 1/125 JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION \T1.15;AREA DE JUEGO \T3;PASILLO \Q20;\T2.2;PLANTA CONJUNTO \Q20;\T1.55;ESC. 1/200 \T3.2;PASILLO \T1.15;SALON DE COMPUTACION \T1.5;JARDIN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.30 5 5 5 5 5 5 0.30 5 5 5 5 5 5 5 5 4 3 2 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 14 15 A' B' 5 0.30 5 5 5 5 5 5 5 D A E F G H I J B C 1' 2' 3' 4' JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION 5 5 5 5 5 5 \T1.5;LABORATORIO 1 5 5 5 5 \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA \T3;ACERA 5 5 5 5 5 5 5 \Q20;\T2.2;AREA=1400.00 mts² \T3;PASILLO \T3;PASILLO \T3;PASILLO \T3;ACERA \T3;ACERA \T3;ACERA 5 5 5 5 5 5 \T1.15;TARIMA N+0.30 m \T1.15;TARIMA N+0.30 m \T3;AULA 2 \T1.15;TARIMA N+0.30 m \T3;AULA 3 \T1.15;TARIMA N+0.30 m \T3;AULA 4 \T1.15;TARIMA N+0.30 m \T3;AULA 5 \T1.15;TARIMA N+0.30 m .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 5 5 5 5 5 5 5 5 5 5 5 \T1.5;JARDIN \Q20;\T2.2;PLANTA TECHO \Q20;\T1.55;ESC. 1/125 BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" BALL d3" C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% C ALL 15 cms Pend. 2% \T1.5;P=19% \T1.5;P=19% Pend. =19% Pend. =19% Pend.=20% Pend.=20% \T3.1;CUMBRERA \T3.1;CUMBRERA \T3.1;CUMBRERA \T3.1;CUMBRERA \T3.1;CUMBRERA \T3.1;CUMBRERA Pend.=20% Pend.=20% Pend.=20% Pend.=20% Pend.=20% Pend.=20% \T1.5;P=19% \T1.5;P=19% \Q20;\T2.2;FACHADA POSTERIOR \Q20;\T1.55;ESC. 1/125 A A' B B' B B' \Q20;\T2.2;CORTE B-B' \Q20;\T1.55;ESC. 1/125 \T1.5;P=19% \T1.5;P=19% \T3;AULA 1 \T2;SALON DE USOS MULTIPLES \T1.15;SALON DE COMPUTACION \T3;AULA 2 \T3;AULA 3 \T3;AULA 4 \T3;AULA 5 \T1.5;LABORATORIO 2 \T1.5;LABORATORIO 1 \T1.5;OFICINA \T1.45;ENFERMERIA 5 \Q20;\T2.2;FACHADA LAT.DERECHA \Q20;\T1.55;ESC. 1/125 5 5 \T1.5;P=20% \T1.5;P=20% 5 \T1.5;P=2% \Q20;\T2.2;FACHADA LATERAL IZQUIERDA \Q20;\T1.55;ESC. 1/125 5 5 5 5 \Q20;\T2.2;CORTE A-A' \Q20;\T1.55;ESC. 1/125 5 5 5 5 5 5 \T1.5;P=20% \T1.5;P=20% El exito consiste en vencer el temor del fracaso . 5 5 5 5 5 5 5 5 5 5 5 5 5 \T1.15;MESAS DE PING PONG \T1.15;AREA DE JUEGO \T1.15;AULA 4 \Q20;\T2.2;PLANTA INST.AGUAS NEGRAS \Q20;\T1.55;ESC. 1/125 \Q20;\T2.2;PLANTA INST.AGUAS BLANCAS \Q20;\T1.55;ESC. 1/125 \A1;\T1.85;TUB. AGUA FRIA d\S3#4;\H1.4286x;" \A1;\T1.85;TUB. AGUA FRIA d\S3#4;\H1.4286x;" \A1;\T1.85;TUB. AGUA FRIA d\S3#4;\H1.4286x;" \A1;\T1.85;TUB. AGUA FRIA d\S3#4;\H1.4286x;" \A1;\T1.85;PTO DE RIEGO d\S1#2;\H1.4286x;" \A1;\T1.85;PTO DE RIEGO d\S1#2;\H1.4286x;" \A1;\T1.85;PTO DE RIEGO d\S1#2;\H1.4286x;" \A1;\T1.25;PTO. ADUCCION\T1.85; \A1;\T1.85;TUB. AF d\S1#2;\H1.4286x;" \A1;\T1.85;TUB. AF d\S1#2;\H1.4286x;" \A1;\T1.2;LLP \A1;\T1.15;LLP \A1;\T1.85;LLP \A1;\T1.85;LLP \A1;\T1.85;LM \A1;\T1.85;LM \A1;\T1.85;LM \A1;\T1.85;CP \A1;\T1.6;TL \A1;\T1.6;CP \A1;\T1.5;STVd2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.2;d2" \A1;\T1.85;LM \A1;\T1.85;LM \A1;\T1.85;TL \A1;\T1.6;CP \A1;\T1.5;STVd2" \A1;\T1.5;STVd2" \A1;\T1.2;TUB.DRENAJE ALL d2" \A1;\T1.2;TUB.DRENAJE ALL d2" \A1;\T1.2;TUB.DRENAJE ALL d2" \A1;\T1.2;TUB.DRENAJE ALL d2" \A1;\T1.2;TUB.DRENAJE ALL d2" \A1;\T1.2;TUB.DRENAJE ALL d2" \A1;\T1.2;LOSA DE TECHO \A1;\T1.2;LOSA DE TECHO \A1;\T1.2;LOSA DE TECHO \A1;\T1.2;LOSA DE TECHO \A1;\T1.2;LOSA DE TECHO BALL d3" \A1;\T1.5;STVd2" \A1;\T1.5;STVd2" \A1;\T1.5;STVd2" 5 \T2;CAP.28ALUMNOS 5 \A1;\T1.2;TANQ. AN 0.60m x 0.60m \A1;\T1.2;TANQ. AN 0.60m x 0.60m \A1;\T1.2;LOSA DE TECHO \T1.15;AREA DE JUEGO \T1.5;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% \A1;\T1.2;P=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% \A1;\T1.15;LLP \A1;\T1.85;TUB. AGUA FRIA d\S3#4;\H1.4286x;" \A1;\T1.2;d2" \A1;\T1.85;TUB. AGUA FRIA d\S3#4;\H1.4286x;" 5 5 5 5 5 5 5 5 5 0.30 5 5 5 5 5 5 0.30 5 5 5 5 5 5 5 5 \Q20;\T2.2;PLANTA INDICE ENVIGADOS FUNDACIONES \Q20;\T1.55;ESC. 1/125 4 3 2 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 14 15 A' B' 5 0.30 5 5 5 5 5 5 5 D A E F G H I J B C 1' 2' 3' 4' JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION 5 5 5 5 5 5 5 5 5 5 5 0.30 5 5 5 5 5 5 0.30 5 5 5 5 5 5 5 5 5 4 3 2 1 5 6 7 8 9 10 11 12 13 16 17 18 19 20 21 14 15 A' B' 5 0.30 5 5 5 5 5 5 D A E F G H I J B C 1' 2' 3' 4' JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION 5 5 5 5 5 \T1.5;JARDIN Pend.=20% \T3.1;CUMBRERA \T3.1;CUMBRERA Pend. =19% Pend. =19% Pend.=20% \T3.1;CUMBRERA \T3.1;CUMBRERA \T3.1;CUMBRERA Pend.=20% Pend.=20% Pend.=20% Pend.=20% Pend.=20% Pend.=20% \A1;\T1.2;LOSA DE TECHO \A1;\T1.2;LOSA DE TECHO \A1;\T1.2;LOSA DE TECHO 5 Pend.=2% Pend.=2% Pend.=2% Pend.=2% Pend.=2% \T3.1;CUMBRERA \Q20;\T2.2;PLANTA INDICE ENVIGADOS TECHO \Q20;\T1.55;ESC. 1/125 \Q20;\T2.2;CORTE A-A' \Q20;\T1.55;ESC. 1/125 2.48 As Sup. As Inf. O A 0.20 x 0.25 0.13 0.13 0.13 0.13 2 d 1/2" x 2.98 0.15 0.15 2 d 1/2" x 2.98 0.15 0.15 EST. d 3/8" 0.50 11 C./.05 2R 1.23 12 C./.10 2R 0.50 11 C./.05 2R PBV-1(O-A)=? ESCALA: 1:75 4.00 4.00 4.00 4.00 4.00 4.00 As Sup. As Inf. 1 2 3 4 5 6 7 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 2 d 1/2" x 9.10 0.15 2 d 1/2" x 10.00 5.00 2 d 1/2" x 9.00 0.15 2 d 1/2" x 9.00 0.15 2 d 1/2" x 10.00 5.00 2 d 1/2" x 9.00 0.15 EST. d 3/8" 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R PBV-A'(1-7)=PBV-A´(8-14)=PBV-A´(15-21)=PBV-O(15-21) ESCALA: 1:75 O A 0.60 2.48 0.10 .13 .13 .13 .13 As Sup. As Inf. d 3/8" C/.25 A/S x 3.36 0.10 0.10 LOSA 1 MACIZA: E = 10 cm ESCALA: 1:75 CUADRO DE FUNDACIONES ( Rs = 1.50 kg/cm2) DESCRIP TIPO ZAPATA PEDESTAL ESP. PROF. REFUERZO (EN DIRECCION A) REFUERZO (EN DIRECCION B) A B C D E H F-1 1.25 1.25 0.40 0.40 0.30 1.35 0.15 0.15 13 d 1/2" x 1.45 0.15 0.15 13 d 1/2" x 1.45 F-2 1.15 1.15 0.40 0.40 0.30 1.35 0.15 0.15 12 d 1/2" x 1.30 0.15 0.15 12 d 1/2" x 1.30 F-3 0.80 0.80 0.30 0.30 0.30 1.30 0.15 0.15 9 d 1/2" x 1.00 0.15 0.15 9 d 1/2" x 1.00 0.30 0.30 0.25 0.25 2 x .10 LIG. d 3/8" C/0.15 x 1.20 2 d 3/4" 6 d 1" 2 x .10 0.18 0.18 LIG. d 3/8" C/ 0.15 x 0.92 C1 ESCALA: 1:10 0.30 0.30 0.25 0.25 2 x .10 LIG. d 3/8" C/0.15 x 1.20 4 d 1" C2 ESCALA: 1:10 0.25 0.20 4 d 1/2" LIG. d 3/8" C/0.15 x 0.51 2 x 10 C3 ESCALA: 1:10 0.40 0.40 0.35 0.35 2 x .10 LIG. d 3/8" C/0.12 x 1.60 2 d 3/4" 6 d 1" 2 x .10 0.25 0.25 LIG. d 3/8" C/ 0.12 x 1.20 P1 ESCALA: 1:10 0.40 0.40 0.35 0.35 2 x .10 LIG. d 3/8" C/0.12 x 1.60 4 d 1" P2 ESCALA: 1:10 0.30 0.30 0.25 0.25 2 x .10 LIG. d 3/8" C/0.12 x 1.20 4 d 1/2" P3 ESCALA: 1:10 0.25 0.20 0.15 0.20 2 x .10 LIG. d 3/8" C/0.10 en el tramo y C/0.05 en los nodos x 0.90 4 d 1/2" VTipo ESCALA: 1:10 0.30 0.25 0.20 0.25 2 x .10 LIG. d 3/8" C/0.15 x 1.10 4 d 1/2" VR1 ESCALA: 1:10 0.25 0.20 0.15 0.20 2 x .10 LIG. d 3/8" C/0.15 x 0.90 4 d 1/2" VR2 ESCALA: 1:10 \LDETALLE DE PISO PIEDRA PICADA \A1;MALLA ELECTROSOLDADA 6" x 6"x \S3/16;" 0.05 LOSA DE PISO 0.10 0.15 ACEROS EN CADA SENTIDO - BASE CONCRETO POBRE o´ PIEDRA PICADA VIGA RIOSTRA 25 x 30 \LDETALLE DE FUNDACION CENTRADA F2 0.15 COLUMNA CONCRETO 0.30 x 0.30 BASE BASE 0.20m. 0.20m. COLUMNA de CONCRETO 0.25 x 0.25 \A1;1.15 V.R \A1;1.15 V.R V.R ACEROS EN CADA SENTIDO - BASE CONCRETO POBRE o´ PIEDRA PICADA \LDETALLE DE FUNDACION CENTRADA F1 0.15 COLUMNA CONCRETO 0.30 x 0.30 0.30 0.30 0.70 BASE 0.05 BASE 0.20m. 0.20m. \A1;Rep.d \S1/2;\H1.4286x;" @ 10 cms A/S COLUMNA de CONCRETO 0.30 x 0.30 \A1;1.25 V.R \A1;1.25 V.R V.R \A1;1.25 \A1;1.15 PEDESTAL 0.40 x 0.40 PEDESTAL 0.40 x 0.40 VIGA RIOSTRA 25 x 30 O Pend.=2% \A1;\T1.2;LOSA DE TECHO ACEROS EN CADA SENTIDO - BASE CONCRETO POBRE o´ PIEDRA PICADA \LDETALLE DE FUNDACION CENTRADA F3 0.15 COLUMNA CONCRETO d=0.25m BASE BASE 0.20m. 0.20m. COLUMNA de CONCRETO d=0.25 \A1;0.80 V.R \A1;0.80 V.R \A1;0.80 PEDESTAL 0.30 x 0.30 F3 F3 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 VR1 25 x 30 VR2 20 x 25 VT-1' (A'-B') 180 * 65 * 4 VT-B' (1-21) 120 * 60 * 2.5 VT-B' (1'-4') 120 * 60 * 2.5 CORREAS 80 X 40 X 2.25 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 F2 F2 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 F1 F1 F1 F2 F1 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 F1 F2 F2 F2 F2 F2 F2 F2 F2 F2 VR2 20 x 25 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 5 O' O 5 O' F3 F3 F3 F3 1.35 0.30 0.30 0.70 0.05 1.35 VIGA RIOSTRA 20 x 25 0.30 0.25 0.70 0.05 1.30 \A1;MALLA ELECTROSOLDADA 6" x 6" x \S3/16;" \A1;MALLA ELECTROSOLDADA 6" x 6" x \S3/16;" \A1;MALLA ELECTROSOLDADA 6" x 6" x \S3/16;" \A1;Rep.d \S1/2;\H1.4286x;" @ 10 cms A/S \A1;Rep.d \S1/2;\H1.4286x;" @ 10 cms A/S VT-A' (1'-4') 120 * 60 * 2.5 VT-2' (A'-B') 180 * 65 * 4 VT-3' (A'-B') 180 * 65 * 4 VT-4' (A'-B') 180 * 65 * 4 VT-(A'-B') 180 * 65 * 4 VT-1 (A'-B') 180 * 65 * 4 VT-2 (A'-B') 180 * 65 * 4 VT-3 (A'-B') 180 * 65 * 4 VT-4 (A'-B') 180 * 65 * 4 VT-5 (A'-B') 180 * 65 * 4 VT-6 (A'-B') 180 * 65 * 4 VT-7 (A'-B') 180 * 65 * 4 VT-8 (A'-B') 180 * 65 * 4 VT-9 (A'-B') 180 * 65 * 4 VT-10 (A'-B') 180 * 65 * 4 VT-11 (A'-B') 180 * 65 * 4 VT-12 (A'-B') 180 * 65 * 4 VT-13 (A'-B') 180 * 65 * 4 VT-14 (A'-B') 180 * 65 * 4 VT-15 (A'-B') 180 * 65 * 4 VT-16 (A'-B') 180 * 65 * 4 VT-17 (A'-B') 180 * 65 * 4 VT-18 (A'-B') 180 * 65 * 4 VT-19 (A'-B') 180 * 65 * 4 VT-20 (A'-B') 180 * 65 * 4 VT-21 (A'-B') 180 * 65 * 4 VT-B' (1-21) 120 * 60 * 2.5 VT-B' (1-21) 120 * 60 * 2.5 VT-A' (1-21) 120 * 60 * 2.5 VT-A' (1-21) 120 * 60 * 2.5 VT-A' (1-21) 120 * 60 * 2.5 VT-19 (C-J) 120 * 60 * 2.5 VT-21 (C-J) 120 * 60 * 2.5 VT-19 (C-J) 120 * 60 * 2.5 VT-21 (C-J) 120 * 60 * 2.5 VT-19 (C-J) 120 * 60 * 2.5 VT-C (19-21) 180 * 65 * 4 VT-D (19-21) 180 * 65 * 4 VT-E (19-21) 180 * 65 * 4 VT-F (19-21) 180 * 65 * 4 VT-G (19-21) 180 * 65 * 4 VT-H (19-21) 180 * 65 * 4 VT-I (19-21) 180 * 65 * 4 VT-J (19-21) 180 * 65 * 4 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 CORREAS 80 X 40 X 2.25 A A' A A' VT 120*60*2.5 Col.0.30 x 0.30 Cartela de Fijacion 180*65*4 Correas 80*40* 2.25 VT 180*65*4 VT 0.20 *0.25 VT 0.20 *0.25 Losa Techo e=10 cms Col.d=25cms Col.0.30 x 0.30 VT 120*60*2.5 P=2% P=20% P=20% Teja Criolla O' O O 5 O' 0 1 0 1 0 1 0 4.00 4.00 4.00 3.87 3.65 As Sup. As Inf. 1´ 2´ 3´ 4´ 4´´ 0 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 2 d 1/2" x 9.00 0.15 2 d 1/2" x 8.60 0.15 2 d 1/2" x 5.50 (Centrada) 2 d 1/2" x 9.00 0.15 2 d 1/2" x 8.50 0.15 2 d 1/2" x 5.50 EST. d 3/8" 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.62 26 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.40 23 C./.10 2R 0.50 11 C./.05 2R PBV-A´(1´-0) ESCALA: 1:75 4.30 4.00 4.00 4.00 4.00 4.30 As Sup. As Inf. 0 2 3 4 5 6 8 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 2 d 1/2" x 9.50 0.15 2 d 1/2" x 10.00 5.00 2 d 1/2" x 9.50 0.15 2 d 1/2" x 9.50 0.15 2 d 1/2" x 10.00 5.00 2 d 1/2" x 9.50 0.15 EST. d 3/8" 0.50 11 C./.05 2R 3.05 30 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 3.05 30 C./.10 2R 0.50 11 C./.05 2R PBV-O(0-8) ESCALA: 1:75 4.00 4.00 4.00 4.00 4.00 4.30 As Sup. As Inf. 8 9 10 11 12 13 15 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 2 d 1/2" x 9.00 0.15 2 d 1/2" x 10.00 5.00 2 d 1/2" x 9.50 0.15 2 d 1/2" x 9.00 0.15 2 d 1/2" x 10.00 5.00 2 d 1/2" x 9.50 0.15 EST. d 3/8" 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 3.05 30 C./.10 2R 0.50 11 C./.05 2R PBV-O(8-15) ESCALA: 1:75 4.00 4.00 4.00 4.00 1.95 3.65 As Sup. As Inf. 1´ 2´ 3´ 4´ 4´´ 4´´´ 0 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.20 x 0.25 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 2 d 1/2" x 9.00 0.15 2 d 1/2" x 10.50 0.15 2 d 1/2" x 5.50 (Centrada) 2 d 1/2" x 9.00 0.15 2 d 1/2" x 10.50 0.15 2 d 1/2" x 5.50 EST. d 3/8" 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.75 27 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 0.70 6 C./.10 2R 0.50 11 C./.05 2R 0.50 11 C./.05 2R 2.40 23 C./.10 2R 0.50 11 C./.05 2R PBV-O(1´-0) ESCALA: 1:75 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR2 20 x 25 VR1 25 x 30 VR2 20 x 25 VR1 25 x 30 VR1 25 x 30 VR2 20 x 25 VR1 25 x 30 VR1 25 x 30 VR2 20 x 25 VR1 25 x 30 VR1 25 x 30 VR2 20 x 25 VR1 25 x 30 VR2 20 x 25 VR1 25 x 30 VR2 20 x 25 VR1 25 x 30 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C2 C2 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 CUADRO DE COLUMNAS ( Rc' = 250 kg/cm2) DESCRIP TIPO DIMENSIONES E J E S B L C-1 0.30 0.30 \W9.95238; A'2'-A'3'-A'4'-A'A-A2-A3-A4-A5-A6-A9-A10-A11-A12-A13-A16-A17 \W9.95238; A19-B20-A18-A19-A20-B'2'-B'3'-B'4'-B2-B3-B4-B5-B6-B9-B10-B11 \W9.90476; B12-B13-B16-B17-B18-B19-B20-D19-D21-E19-E21-F19-F21-G19-G21 C-2 0.30 0.30 \W8.64286; A'1'-A0-A1-A7-A8-A14-A15-A21-B'1'-B0-B1-B7-B8-B14-B15 \W8.59524; B21-H19-H20-H21-I19-I20-J19-J20 C-3 d=0.25 d=0.25 \W8.08730; O'1'-O'2'-O'3'-O'4'-O'-O'0-O2-O3-O4-O5-O6-O7-O8-O9- \W8.08730; O10-O11-O12-O13-O14-O15-O16-O17-O18-O19-O20-O21 5 Electrodos : E - 70 : f y = 3500 Kg / cm ( Alta Resistencia.) Acero Estructural : f y = 3515 Kg / cm - Conduven. RESISTENCIA DE LOS MATERIALES Acero de Refuerzo : f y = 4200 Kg / cm 2 Concreto : f c = 250 Kg / cm 2 2 2 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30 VR1 25 x 30

Language	Spanish
Drawing Type	Full Project
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Garage, Parking
Tags	autocad, classrooms, College, cortes, DWG, education, full, library, music, planimetry, plant, Project, rooms, school, university

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