School DWG Elevation for AutoCAD

School – cuts – plants – elevations

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

rear elevation, interior elevation, beam projection line, -: -, colored polished concrete floor, burnished, corridor, deposit, sh, ladies, non-slip ceramic floor, laundry, computer room, first floor, sum, males, urinal , second floor, cement colored rubbed cement, ridge, pergolador well, septic tank, elevated tank, tp, thermoacoustic sheet type Andean tile, wavy profile, ss.hh. males, ss.hh. women, mural slate, concrete die, storm drain gutter, sidewalk, shaft, circulation, gallery, sand cement sky, belt, Andean tile

Raw text data extracted from CAD file:

ESC.1:100 ELEVACION POSTERIOR ESC.1:100 ESC.1:100 ELEVACION POSTERIOR ESC.1:100 JUNTA DE DILATACION 1″ ESC.1:100 ELEVACION INTERIOR ESC.1:100 ESC.1:100 ELEVACION INTERIOR ESC.1:100 \W6.78571; JUNTA DE \W5.04762; DILATACION 1″ D D \A1;1.93 \A1;0.30 \A1;3.40 \A1;0.78 \A1;4.03 \A1;29.95 \A1;4.05 \A1;0.78 \A1;0.80 \A1;0.32 \A1;1.00 \A1;9.55 \A1;1.00 \A1;2.60 \A1;5.95 \A1;4.00 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;4.00 \A1;4.00 \A1;4.05 \A1;3.70 \A1;4.00 \A1;4.00 \A1;4.00 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.40 \A1;0.30 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;1.98 \A1;2.13 \A1;29.95 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;2.10 \A1;0.50 \A1;5.45 \A1;0.50 \A1;5.95 \A1;2.60 \A1;2.10 \A1;11.47 linea de proyeccion de la viga linea de proyeccion de la viga NPT=+0.10 2.95 -:- 1.20 P-01 2.95 -:- 1.20 P-01 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 A B A B 2.95 -:- 1.20 P-01 V-01 3.30 1.05 1.60 V-02 2.10 1.05 1.60 V-01 3.30 1.05 1.60 PISO CEMENTO PULIDO COLOREADO BRUÑADO CORREDOR CORREDOR NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO PISO CEMENTO PULIDO COLOREADO BRUÑADO PISO CEMENTO PULIDO COLOREADO BRUÑADO NPT=+1.675 2.77 -:- 1.00 P-03 01 02 03 04 05 06 07 08 09 10 11 2.20 -:- 0.80 P-02 DEPOSITO V-04 1.00 1.80 1.15 P-04 0.60 1.60 -:- S.H. DAMAS PISO CEMENTO PULIDO COLOREADO BRUÑADO TABIQUE METALICO H=1.80 m. PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA P-04 0.60 1.60 -:- LAVADERO V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 SALA DE COMPUTO NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA PRIMERA PLANTA S.U.M. NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA linea de proyeccion de la viga JUNTA DE DILATACION 1″ \W6.78571; JUNTA DE \W5.04762; DILATACION 1″ -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 JUNTA DE DILATACION 1″ JUNTA DE DILATACION 1″ JUNTA DE DILATACION 1″ JUNTA DE DILATACION 1″ -1098.468292407955 -1098.468292407955 JUNTA DE DILATACION 1″ V-01 3.30 1.05 1.60 V-01 3.30 1.05 1.60 V-01 3.30 1.05 1.60 V-01 3.30 1.05 1.60 V-01 3.30 1.05 1.60 V-03 1.80 1.05 1.60 V-01 3.30 1.05 1.60 V-01 3.30 1.05 1.60 V-02 2.10 1.05 1.60 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 ESC.1:100 ESC.1:100 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 -1098.468292407955 9 -1098.468292407955 A A -1098.468292407955 -1098.468292407955 \A1;2.15 \A1;0.50 \A1;2.60 \A1;0.50 \A1;1.72 \A1;10.72 \A1;5.85 \A1;0.40 \A1;0.25 \A1;2.60 \A1;10.72 \A1;2.60 \A1;2.15 \A1;0.50 \A1;2.60 \A1;0.50 \A1;1.72 \A1;10.72 \A1;5.85 \A1;0.40 \A1;0.25 \A1;4.03 \A1;4.05 \A1;0.78 \A1;0.32 \A1;0.80 \A1;29.95 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.40 \A1;0.30 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;0.30 \A1;3.40 \A1;0.78 \A1;29.95 \A1;4.00 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;4.00 \A1;4.00 \A1;4.05 \A1;3.70 \A1;4.00 \A1;4.00 \A1;4.00 linea de proyeccion de la viga AULA 02 linea de proyeccion de la viga linea de proyeccion de la viga 2.95 -:- 1.20 P-01 V-01 3.30 1.05 1.60 V-02 2.10 1.05 2.10 2.95 -:- 1.20 P-01 V-01 3.30 1.00 1.60 PISO CEMENTO PULIDO COLOREADO BRUÑADO AULA 01 CORREDOR NPT=+3.25 NPT=+3.25 NPT=+3.16 NPT=+4.725 19 20 21 22 23 24 25 26 27 11 PISO CEMENTO PULIDO COLOREADO BRUÑADO 12 13 14 15 16 17 18 P-04 0.60 1.60 -:- S.H. VARONES TABIQUE METALICO H=1.80 m. PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA P-04 0.60 1.60 -:- URINARIO V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 LAVADERO 2.77 -:- 1.00 P-03 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA AULA 03 NPT=+3.25 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA SEGUNDA PLANTA 2.95 -:- 1.20 P-01 2.95 -:- 1.20 P-01 JUNTA DE DILATACION 1″ JUNTA DE DILATACION 1″ A B -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 \W6.78571; JUNTA DE \W5.04762; DILATACION 1″ V-01 3.30 1.00 1.60 V-01 3.30 1.00 1.60 V-01 3.30 1.00 1.60 V-01 3.30 1.00 1.60 V-01 3.30 1.00 1.60 V-02 2.10 1.05 1.60 V-01 3.30 1.05 1.60 V-03 1.80 1.05 1.60 V-01 3.30 1.05 1.60 -1102.219642000594 -1102.219642000594 A B -1102.219642000594 A B -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 ESC.1:100 8 7 6 5 4 3 2 1 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 9 -1102.219642000594 8 7 6 5 4 3 2 1 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 -1102.219642000594 A A \A1;1.00 \A1;9.55 \A1;2.60 \A1;0.30 \A1;3.40 \A1;0.78 \A1;4.03 \A1;4.05 \A1;0.32 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;2.10 \A1;0.50 \A1;5.45 \A1;0.50 \A1;5.95 \A1;2.60 \A1;2.10 \A1;11.47 \A1;5.95 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;4.05 \A1;4.05 \A1;4.05 \A1;3.70 \A1;4.05 \A1;4.05 \A1;4.50 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.40 \A1;0.30 \A1;0.20 \A1;3.75 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.70 \A1;0.30 \A1;2.15 \A1;0.50 \A1;2.60 \A1;0.50 \A1;1.72 \A1;10.72 \A1;5.95 \A1;0.40 \A1;0.25 \A1;2.60 \A1;28.97 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;0.32 \A1;3.70 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.70 \A1;4.05 \A1;4.05 \A1;3.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.75 \A1;3.75 \A1;3.75 \A1;0.30 \A1;2.15 \A1;0.50 \A1;2.60 \A1;0.50 \A1;1.72 \A1;10.72 \A1;5.95 \A1;0.40 \A1;2.60 \A1;0.30 \A1;3.75 \A1;3.75 \A1;3.75 \A1;0.30 \A1;4.05 \A1;3.75 \A1;28.97 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;0.30 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;0.32 \A1;4.05 NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO CORREDOR CORREDOR NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO PISO CEMENTO FROTACHADO COLOREADO BRUÑADO PISO CEMENTO PULIDO COLOREADO BRUÑADO \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 MÓDULO 03 \A1;0.30 \A1;0.30 \A1;0.25 PRIMERA PLANTA ESC.1:100 ESC.1:100 linea de proyeccion de la viga linea de proyeccion de la viga 2.95 -:- 1.20 P-01 2.95 -:- 1.20 P-01 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 A B A B 2.95 -:- 1.20 P-01 V-01 3.40 1.00 1.60 V-02 2.20 1.00 1.60 BRUÑADO PISO CEMENTO PULIDO COLOREADO BRUÑADO NPT=+1.675 2.77 -:- 1.00 P-03 01 02 03 04 05 06 07 08 09 10 11 2.20 -:- 0.80 P-02 DEPOSITO V-04 1.00 1.80 1.15 P-04 0.60 1.60 -:- S.H. DAMAS PISO CEMENTO PULIDO COLOREADO BRUÑADO TABIQUE METALICO H=1.80 m. PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA P-04 0.60 1.60 -:- LAVADERO V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 SALA DE COMPUTO NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA PRIMERA PLANTA S.U.M. NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA linea de proyeccion de la viga JUNTA DE DILATACION 1″ -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 V-03 2.20 1.00 1.60 V-01 3.30 1.00 1.60 V-01 3.40 1.00 1.60 V-02 2.20 1.00 1.60 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 ESC.1:100 ESC.1:100 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 9 -1108.385723953931 A A A A -1108.385723953931 A A 9 -1108.385723953931 -1108.385723953931 -1108.385723953931 -1108.385723953931 C C NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO CORREDOR CORREDOR NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO PISO CEMENTO FROTACHADO COLOREADO BRUÑADO PISO CEMENTO FROTACHADO COLOREADO BRUÑADO \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 MÓDULO 03 BRUÑADO linea de proyeccion de la viga V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 \A1;3.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.00 \A1;9.55 \A1;2.60 \A1;9.62 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;4.50 \A1;4.03 \A1;4.05 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;3.75 \A1;0.30 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;2.10 \A1;0.50 \A1;5.45 \A1;0.50 \A1;5.95 \A1;2.60 \A1;2.10 \A1;0.30 \A1;3.75 \A1;0.30 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;4.05 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.20 \A1;3.75 \A1;0.30 \A1;2.95 \A1;1.25 \A1;7.55 \A1;.20 \A1;2.95 \A1;.20 \A1;2.95 \A1;1.25 \A1;7.55 \A1;.20 \A1;2.95 \A1;.20 1 \A1;.68 \A1;1.76 \A1;2.95 \A1;.20 \A1;5.23 \A1;1.23 \A1;.65 \A1;.35 \A1;.89 \A1;.35 \A1;.35 \A1;2.13 \A1;1.38 \A1;.20 \A1;2.95 \A1;.20 \A1;5.23 \A1;1.23 \A1;8.35 \A1;.35 \A1;.35 \A1;0.02 \A1;0.30 JUNTA DE DILATACION 1″ \A1;BRUÑAS DE 1¨ CANALETA DE EVACUACION PLUVIAL PENDIENTE=0.5% TUBERIA DE PVC d3″ TUBERIA DE PVC d3″ CUMBRERA JUNTA DE DILATACION 1″ POZO PERGOLADOR TANQUE SEPTICOA TANQUE ELEVADO VARONES LLEGA Y SUBE TUBO DE VENTIL. PVC Ø2″ S=2% BAJA TUBERIA DE DESAGUE PVC Ø4″ Ø4″ RrØ4″ Ø2″ T.P RrØ4″ T.P T.P RrØ2″ Ø2″ S=2% RrØ2″ Ø 1/2″ AGUA PVC SAP Ø 3/4″ Ø 1/2″ Ø 1/2″ Ø 1/2″ Ø 3/4″ linea de proyeccion de la viga linea de proyeccion de la viga 2.95 -:- 1.20 P-01 2.95 -:- 1.20 P-01 2.95 -:- 1.20 P-01 V-01 3.40 1.00 1.60 V-02 2.20 1.00 1.60 NPT=+1.675 2.77 -:- 1.00 P-03 01 02 03 04 05 06 07 08 09 10 11 2.20 -:- 0.80 P-02 DEPOSITO V-04 1.00 1.80 1.15 P-04 0.60 1.60 -:- S.H. DAMAS PISO CEMENTO PULIDO COLOREADO BRUÑADO TABIQUE METALICO H=1.80 m. PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA P-04 0.60 1.60 -:- LAVADERO V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 SALA DE COMPUTO NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA S.U.M. NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA linea de proyeccion de la viga JUNTA DE DILATACION 1″ V-03 2.20 1.00 1.60 V-01 3.30 1.00 1.60 V-01 3.40 1.00 1.60 V-02 2.20 1.00 1.60 NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO CORREDOR CORREDOR PISO CEMENTO FROTACHADO COLOREADO BRUÑADO BRUÑADO linea de proyeccion de la viga V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.00 1.60 V-01 3.40 1.80 1.10 \A1;0.97 LAMINA TERMOACUSTICA TIPO TEJA ANDINA DE PERFIL ONDULADO CUMBRERA -1095.822389313234 \A1;.15 \A1;1.10 \A1;1.65 \A1;2.95 \A1;.20 \A1;2.75 \A1;2.15 \A1;1.10 \A1;1.70 \A1;.20 \A1;8.35 \A1;.15 \A1;1.80 \A1;.80 \A1;2.95 \A1;.20 \A1;2.60 \A1;1.70 \A1;1.80 \A1;1.00 \A1;.35 \A1;8.35 \A1;.30 \A1;1.95 \A1;.25 \A1;.30 \A1;0.97 \A1;.98 \A1;3.90 \A1;.35 \A1;8.35 \A1;8.35 \A1;3.75 \A1;3.75 \A1;1.07 \A1;4.20 \A1;1.60 NIV± C-1 C-1 ELEVACION INTERIOR ELEVACION INTERIOR ESC.1:100 A A linea de proyeccion de la viga AULA 02 linea de proyeccion de la viga linea de proyeccion de la viga -:- 1.20 P-01 V-01 3.75 1.10 1.50 PISO CEMENTO PULIDO COLOREADO BRUÑADO AULA 01 CORREDOR NPT=+3.25 NPT=+3.25 NPT=+3.16 NPT=+4.725 19 20 21 22 23 24 25 26 27 11 PISO CEMENTO PULIDO COLOREADO BRUÑADO 12 13 14 15 16 17 18 P-04 0.60 1.60 -:- S.H. VARONES TABIQUE METALICO H=1.80 m. PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA P-04 0.60 1.60 -:- URINARIO V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 LAVADERO 2.77 -:- 1.00 P-03 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA AULA 03 NPT=+3.25 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA SEGUNDA PLANTA 2.80 JUNTA DE DILATACION 1″ JUNTA DE DILATACION 1″ A B 5 5 5 5 5 5 5 5 \W6.78571; JUNTA DE \W5.04762; DILATACION 1″ V-02 2.55 5 5 ESC.1:100 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 5 CORTE B – B´ ESC.1:100 ESC.1:100 A A A A CORTE C – C´ ESC.1:50 C C 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 5 5 5 5 5 5 5 5 5 5 5 5 PRIMERA PLANTA linea de proyeccion de la viga linea de proyeccion de la viga -:- 1.20 P-01 -:- 1.20 P-01 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 A B A B 2.80 -:- 1.20 P-01 V-01 3.75 1.10 1.70 V-02 2.55 1.80 1.00 BRUÑADO PISO CEMENTO PULIDO COLOREADO BRUÑADO NPT=+1.675 2.77 -:- 1.00 P-03 01 02 03 04 05 06 07 08 09 10 11 2.20 -:- 0.80 P-02 DEPOSITO V-04 1.00 1.80 1.15 P-04 0.60 1.60 -:- S.H. DAMAS PISO CEMENTO PULIDO COLOREADO BRUÑADO TABIQUE METALICO H=1.80 m. PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA P-04 0.60 1.60 -:- LAVADERO V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 V-05 0.50 1.825 0.925 SALA DE COMPUTO NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA PRIMERA PLANTA S.U.M. NPT=+0.10 PISO CERAMICO ANTIDESLIZANTE 30x30CM. CALIDAD EXTRA linea de proyeccion de la viga JUNTA DE DILATACION 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 4.03 V-02 2.55 1.80 1.00 V-01 3.75 1.80 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 A A A A 5 A A 9 5 5 5 C C NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO CORREDOR CORREDOR NPT=+0.10 PISO CEMENTO PULIDO COLOREADO BRUÑADO PISO CEMENTO FROTACHADO COLOREADO BRUÑADO \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 BRUÑADO linea de proyeccion de la viga V-01 3.75 V-01 3.75 V-01 3.75 V-01 3.75 1.80 1.00 V-01 3.75 1.80 0.80 V-03 2.55 V-01 3.75 V-01 3.40 V-02 2.20 AULA 01 NPT=+3.25 5 5 5 5 5 5 S.U.M. NPT=+0.10 5 5 5 5 5 5 NPT=+0.10 SALA DE COMPUTO AULA 03 NPT=+3.25 NPT=+3.25 AULA 02 CORTE A – A´ ESC.1:100 ESC.1:100 NPT=+3.25 NPT=+1.58 NPT=+4.70 SS.HH. VARONES SS.HH. MUJERES CORREDOR CORREDOR NPT=+0.10 DEPOSITO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.35 5 5 5 5 5 ELEVACION INTERIOR 1.80 1.80 1.80 1.80 1.80 S.U.M. NPT=+0.10 AULA 02 NPT=+3.25 PIZARRA MURAL TUBERIA DE PVC d4″ CIELO RASO CºAº – 1:5 e=1.5 Cm ACABADO: PINTADO BLANCO LAMINA TERMOACUSTICA TIPO TEJA ANDINA DE PERFIL ONDULADO 5 5 5 5 5 5 5 5 5 DADO DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 Viga de Concreto Tarrajeado y Pintado TP 4 Canaleta de Desagüe Pluvial Pendiente: S=1.5% Vereda S=1.5% Vereda S=1.5% CL EJE DE CUMBRERA C L A B CIRCULACIÓN GALERIA DE CIELO RASO CEMENTO ARENA 5 5 5 LAMINA TERMOACUSTICA TIPO TEJA ANDINA DE PERFIL ONDULADO CUMBRERA CORREA 5 5 5 5 5 ELEVACION POSTERIOR ESC.1:100 ELEVACION POSTERIOR ESC.1:100 JUNTA DE DILATACION 1″ \A1;BRUÑAS DE 1¨ CANALETA DE EVACUACION PLUVIAL PENDIENTE=0.5% TUBERIA DE PVC d3″ TUBERIA DE PVC d3″ CUMBRERA \W8.33698; JUNTA DE \W6.21585; DILATACION 1″ CUMBRERA ELEVACION INTERIOR ELEVACION INTERIOR ESC.1:100 ELEVACION INTERIOR \W8.33698; JUNTA DE \W6.21585; DILATACION 1″ \A1;BRUÑAS DE 1¨ CANALETA DE EVACUACION PLUVIAL PENDIENTE=0.5% CUMBRERA CUMBRERA TEJA ANDINA DE PERFIL ONDULADO TUBERIA DE PVC d3″ \W8.33698; JUNTA DE \W6.21585; DILATACION 1″ TUBERIA DE PVC d3″ 5 5 1.10 1.10 1.10 1.70 1.70 1.70 V-01 3.75 1.10 1.70 V-01 3.75 1.10 1.70 V-02 2.55 1.80 1.00 V-01 3.75 1.80 1.00 5 V-01 3.75 1.10 1.50 V-01 3.75 1.10 1.50 V-01 3.75 1.10 1.50 V-01 3.75 1.10 1.50 V-01 3.75 1.10 1.50 5 0.80 0.80 0.80 0.80 0.80 5 \A1;JUNTA DE 1″RELLENADO CON ASFALTO RC 250 DADO DE CONCRETO 2.80 2.80 -:- 1.20 P-01 2.80 -:- 1.20 P-01 2.80 5 5