Hygiene Services DWG Block for AutoCAD

BATH FOR BOYS AND GIRLS IN AREAS WITH LOWS URINARY AND TOILET

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

beam, Yee, Main elevation, cut, Shoe, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, Column detail, Pg., concrete, Yee, C., Yee, Yee, C., Covers, Sanitary facilities drainage, electrical installations, Flat diagram of the distribution board, Fs amp., Pvc number, Sel, Ss.hh lighting, Power outlets, symbol, description, Unipolar simpe switch, Single-phase single-phase receptacle, Focus saver, Wall mounted recessed circuit, Circuit on floor, control panel, legend, beam, beam, Solid roof truss, beam, plant, Foundation, Column detail, Pg., concrete, Shoe, side, Foundations, Sole, Foundations, Sole, Foundations, Sole, Overeating, Of faith ‘shell both ways, Beams, Andean type roof tile, Of faith ‘shell both ways

Raw text data extracted from CAD file:

0.25 0.15 0.05 1.30 0.10 0.85 0.85 0.10 1.10 0.10 0.85 0.15 3.00 2.55 6.00 0.25 1.10 0.21 0.15 1.25 1.10 0.10 0.25 0.30 0.70 0.34 0.52 0.60 2.05 0.25 1.15 1.00 0.60 0.95 1.10 0.21 0.90 0.15 0.90 0.28 0.20 0.20 0.48 0.48 0.28 0.28 0.28 0.33 1.18 0.25 .60 .80 1.10 1.10 1.00 3.00 2.55 1.10 0.95 2.05 0.99 0.90 .15 .25 .15 .21 .15 .09 .15 .15 .15 .25 .10 0.49 .30 .15 .24 .12 .04 .15 .28 .48 .20 .28 0.10 6.00 0.20 3.00 2.55 0.30 0.90 0.99 2.45 0.95 0.95 Viga 106 0.90 1.10 1.10 1.10 0.95 0.15 0.20 0.20 0.20 0.20 0.20 0.20 0.60 0.40 0.60 0.40 0.60 0.40 0.30 0.60 0.10 0.10 0.10 0.50 0.50 0.50 0.25 0.15 0.10 0.25 0.05 0.10 0.10 0.10 1.65 1.56 6.00 1.56 1.48 0.87 0.29 0.29 0.10 1.58 0.36 0.50 1.04 0.90 0.34 0.30 0.54 0.30 0.58 0.63 0.83 0.63 0.83 0.58 0.30 0.54 0.30 0.54 0.43 0.91 0.99 2.18 2.63 0.90 0.37 0.17 0.53 0.30 0.67 0.42 0.29 0.79 0.60 0.20 0.15 2.50 2.30 Yee 4″x2″ 3.00 2.55 4.24 0.30 .15 .30 0.30 0.25 0.15 0.05 1.30 0.10 0.85 0.85 0.10 1.10 0.10 0.85 0.15 3.00 2.55 6.00 0.25 1.10 0.21 0.15 1.25 1.10 0.10 0.25 0.30 0.70 0.34 0.52 0.60 2.05 0.25 1.15 0.90 0.15 0.90 0.28 1.00 0.60 0.95 1.10 0.21 0.28 0.20 0.20 0.48 0.48 0.28 0.28 0.33 1.18 0.25 0.90 3.55 0.25 0.70 0.60 0.20 0.15 2.30 0.25 0.70 .60 .80 ELEVACION PRINCIPAL 0.15 0.10 0.60 0.40 0.10 0.50 0.05 0.10 0.30 0.10 1.10 0.30 0.15 0.05 0.60 0.40 0.50 0.15 0.15 0.30 0.80 0.60 0.40 0.10 1.10 0.10 0.30 0.16 0.49 2.00 0.20 3.14 0.15 2.37 6.60 0.90 0.20 3.14 0.15 6.60 2.00 2.30 0.30 0.15 2.00 0.50 0.85 0.85 0.25 0.05 0.19 0.15 0.60 0.40 0.10 0.50 0.30 0.10 0.15 0.60 0.40 0.10 0.50 0.30 0.05 0.15 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 C1 C1 C1 C1 C3 C2 C2 C4 5 5 5 5 5 5 5 5 C5 C5 5 5 5 C1 C1 C1 C1 C3 C2 C2 C4 C5 C5 a a a a b b b b a a a a d d d d c c c c a a a a Z1 Z1 d d Corte a-a Corte d-d Corte c-c Corte b-b C5 Zapata 1 .60 .80 Viga 101 Viga 102 Viga 103 Viga 104 Viga 103 5 5 5 5 5 5 5 Viga 103 5 Viga 105 5 5 Viga 104 Viga 106 Viga 107 C U A D R O D E C O L U M N A S C1 C2 C3 c4 \A1;6\H0.66667x;@ \H0.7x;\S3/8;\H1.4286x;” \A1;6\H0.66667x;@ \H0.7x;\S3/8;\H1.4286x;” \A1;4\H0.66667x;@ \H0.7x;\S3/8;\H1.4286x;” \A1;2\H0.66667x;@ \H0.7x;\S3/8;\H1.4286x;” \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 \A1;Rto @ 0.20 \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 \A1;Rto @ 0.20 \A1;Rto @ 0.20 \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 \A1;Rto @ 0.20 C1 C1 C1 C1 C3 C2 C2 C4 C5 C5 .15 .25 .15 .21 .15 .09 .15 .15 .15 .25 .10 5 .30 .15 .24 .12 .04 .15 c5 \A1;2\H0.66667x;@ \H0.7x;\S3/8;\H1.4286x;” \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 .28 .48 .20 .28 Viga 101 0.15 x 0.20 C1 C1 C1 1/4″ 1@ 0.05,2@ 0.10, 2@ 0.15,rst, 0.25 Viga 101 0.15 x 0.20 5 5 5 5 5 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 Viga 103 0.15 x 0.20 Viga 103 0.15 x 0.20 5 5 5 Viga 104 0.15 x 0.20 C4 C5 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 1/4″ 1@ 0.05,2@ 0.10, 2@ 0.15,rst, 0.25 5 Viga 105 0.15 x 0.20 C1 C5 C5 5 5 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 C3 5 Viga 106 0.15 x 0.20 C3 C5 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 5 5 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 Viga 103 0.15 x 0.20 Viga 107 0.15 x 0.20 1/4″ 1@ 0.05,1@ 0.10, 1@ 0.15,rst, 0.20 5 5 C1 C1 C2 C2 C3 C4 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 DETALLE COLUMNA 5 \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 \A1;Rto @ 0.20 5 \A1;6\H0.66667x;@ \H0.7x;\S3#8;\H1.4286x; \H1x;” 5 \A1;Zapata C°S° 175 Kg/cm2+ 30% PG. \A1;Piso concreto f´c=175 kg/cm2 Yee 4″x2″ Ø4″ Ø4″ Ø4″ Ø4″ Ø4″ Ø4″ Ø4″ Ø2″ Ø2″ Ø2″ C.R. 12″X24″ Yee 4″x2″ Yee 4″x2″ Yee 4″x2″ Ø2″ Ø2″ Ø2″ Ø2″ Ø2″ Yee 4″x2″ S1 C.R. 12″X24″ C.R. 12″X24″ S1 S1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-1 COBERTURAS -VIGAS INSTALACIONES SANITARIAS DESAGUE INSTALACIONES ELECTRICAS DIAGRAMA UNIFILAR DEL TABLERO DE DISTRIBUCION C-2 C-1 2 Nº 10 T-1 fs =40 Amp. 2 Nº 10 Ø 3/4″ PVC 2# 16Ø5/8″PVC SEL 2# 16Ø5/8″PVC SEL ALUMBRADO SS.HH TOMACORRIENTES SIMBOLO S1 DESCRIPCION INTERRUPTOR SIMPE O UNIPOLAR TOMACORRIENTE MONOFASICO SIMPLE h = 0.30 FOCO AHORRADOR 16 W CIRCUITO EMPOTRADO EN TECHO O PARED CIRCUITO EN PISO TABLERO DE CONTROL LEYENDA Viga 101 Viga 102 Viga 103 Viga 104 Viga 103 5 5 Viga 103 Viga 108 Viga 104 Viga 106 Viga 107 C1 C1 C1 C1 C3 C2 C2 C4 C5 C5 \T1.5;COBERTURAS- ARMADURA – TECHO MACIZO Viga 108 5 1/4″ 1@ 0.05,2@ 0.10, 2@ 0.15,rst, 0.20 5 .15 .30 5 \T1.5;ELEVACION FRONTA\T1;L PLANTA CIMENTACION 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 C1 C1 C1 C1 C3 C2 C2 C4 5 5 5 5 5 5 5 5 C5 C5 5 5 5 5 5 5 5 5 5 DETALLE COLUMNA 5 \A1;d \S1/4;\H1.4286x;” 2@.05, 3@.10, 3@.15 \A1;Rto @ 0.20 \A1;6\H0.66667x;@ \H0.7x;\S3#8;\H1.4286x; \H1x;” 5 \A1;Zapata C°S° 175 Kg/cm2+ 30% PG. \A1;Piso concreto f´c=175 kg/cm2 5 5 C5 Zapata 1 .60 .80 \T1.5;ELEVACION LATERAL \T1.5;CORTE B – B 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 Cimientos corridos Solado Cimientos corridos Solado Cimientos corridos Solado Sobrecimientos Sobrecimientos \T1.5;CORTE A -A \T1.50000;CORTES \T1.50000;A \T1.50000;A \T1.50000;B \T1.50000;B \A1;\T1.5;Malla de Fe’ Ø \S3#8;\H1.0629x;”\A0;\fArial|b0|i0|c0|p34;\T1;@\fMS Shell Dlg|b0|i0|c0|p0; \fPlaybill|b0|i0|c0|p82;0.20 \A1;\T1.5; en ambos sentidos VIGAS 5 \T1.5;Cobertura teja tipo andino sobre puesto en losa \A1;Malla de Fe’ Ø \S3#8;\H1.0629x;”\A0;\fArial|b0|i0|c0|p34;@\fMS Shell Dlg|b0|i0|c0|p0; \fPlaybill|b0|i0|c0|p82;0.20 \A1; en ambos sentidos