Ground Floor Apartments And Three Levels DWG Plan for AutoCAD

Business plans a draft Departments for the City of Queretaro. Have architectural plans, structural and Hydrosanitary Facilities, Gas,. Etc

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

services, concrete base, gas filling, stationary tank outdoor type, liquid gas filling valve, globe valve, service and safety valve, air jug, acme coupler, safety valve, pressure regulator, nut union , material for the arrangement of the taking of a filling line, improved material of bank, ntn, firm of concrete, without esc, simple concrete template, counter-traction axis, material, concrete template, wall, improved material compacted, wall flush, firm reinforced concrete, improved, variable, slab, plant, castle, ends towards the center, compression, layer, electrowelded mesh, paneled slab, polystyrene cassette, rib, medium clear, compression layer, rib, note : all, vars, longitudinal, are run, without cuts, take a filling line see details on the plan., bathroom., access port, circulation., area of ​​cars., dining room., bedroom, hall., lobby , kitchen., to the garden, jug of air , balcony, stairs, dining room, jugs of air, in li and ls, raj, ran, ranj, municipal collector, municipal, meter, float, see hydraulic detail, tinaco, t cu, wc cu, from the outlet, tanks est ., crk ø, pipe, pipe of c.r.k. ø, c.r.k., check, double valves, red annealed brick, lower bed, l.i., upper bed, l.s.

Raw text data extracted from CAD file:

\W4.46216; T C.U. 19 mm \W4.46216; T C.U. 19 mm \W6.73354; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W6.73354; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W9.86205; \A1;WC C.U. \A1;\H0.70000x;\S1#2;\A1;” \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W6.73354; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W6.73354; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.92875; \A1;BAJADA DE AGUA FRIA \W8.57823; \A1;DESDE LOS TINACOS \W7.92875; \A1;BAJADA DE AGUA FRIA \W8.57823; \A1;DESDE LOS TINACOS \W6.26264; Jarro de aire \W7.29560; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” M \W1.26794; B 8 9 4 1 7 9 6 3 5 4 3 3 2 A SERVICIOS DETALLE DE INSTALACION DE UN TANQUE ESTACIONARIO DE GAS L.P. S/E BASE DE CONCRETO LLENADO DE GAS ACCESORIOS DE TANQUE ESTACIONARIO DE 120 LTS DE GAS L.P. 1 2 3 4 5 TANQUE ESTACIONARIO TIPO INTEMPERIE VALVULA DE LLENADO DE GAS LIQUIDO VALVULA DE GLOBO VALVULA DE SERVICIO Y SEGURIDAD JARRO DE AIRE 6 7 8 9 ACOPLADOR ACME VALVULA DE SEGURIDAD REGULADOR DE PRESION TUERCA UNION 1 2 3 4 5 6 7 1 2 TUBO DE C.U. TIPO “K” Ø 19 mm CONECTOR DE CUERDA EXTERIOR DE Ø 19 mm 3 VALVULA DE GLOBO CMS DE Ø 19 mm 4 NIPLE GALVANIZADO CUERDA CORRIDA DE Ø 19 mm 5 REDUCCION BUSHING GAL. DE 32 x Ø 19 mm 6 CODO GALVANIZADO DE 32 x 45° 7 VALVULA DOBLE CHECK PARA LIQUIDO 32 mm Ø TOMA DOMICILIARIA DE UNA LINEA DE LLENADO DE GAS L.P. \H0.62857x;S/E MATERIAL PARA EL ARREGLO DE LA TOMA DE UNA LINEA DE LLENADO \A1;0.60 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.60 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.35 \A1;0.25 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.04 \A1;0.04 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.20 \A1;0.25 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.25 \A1;0.15 \A1;0.05 \A1;0.05 \A1;Long. variable \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.15 1.25 \A1;0.09 VAR. DE 1/2″ @ 15 CMS CONTRATRABE CT-1 MATERIAL MEJORADO DE BANCO N.T.N FIRME DE CONCRETO ZAPATA CORRIDA Z-1 COMPACTADO AL 95% PROCTOR \A1;0.30 -1047.633558095739 -1047.633558095739 SIN ESC \A1;0.80 \A1;1.50 MIN VAR. DE 3/8″ @ 18 CMS PLANTILLA DE CONCRETO SIMPLE DE f´c = 100 kg/cm2 \A1;1.00 \A1;1.00 EJE DE CONTRATRABE \A1;0.45 \A1;0.25 MATERIAL PLANTILLA DE CONCRETO MURO ZAPATA CORRIDA Z-2 DE F´C = 100 kg/cm2. SIN ESC VAR. DE 1/2″ @ 22 CMS CD-1 N.T.N MATERIAL MEJORADO COMPACTADO EN CAPAS NO MAYORES DE 20 CMS \A1;0.80 \A1;0.05 \A1;0.35 \A1;0.25 \A1;1.50 MIN MURO ENRASE DE 25*60, 3 VARS. DE 1/2″ EN L.I. Y L.S. + 4 VARS. DE 3/8″, ESTR CONTRA-TRABE CT-3 DE 3/8″ @ 20 CMS. VAR. DE 5/8″ @ 18 CMS FIRME DE CONCRETO ARMADO CON MALLA – LAC 6X6 – 10/10 \A1;0.20 1.50 EJE DE CONTRATRABE MATERIAL MEJORADO 2 VAR DE 5/8″ \A1;0.70 2 VAR DE 3/4″ \A1;L/3+0.5 VARIABLE \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM (CT-1) CORTE LONGITUDINAL 4 VAR DE 3/8″ -1070.964332535831 -1070.964332535831 -1070.964332535831 -1070.964332535831 L/3+0.5 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA 1 VAR DE 1″ 1 VAR DE 1″ 1 VAR DE 5/8″ LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm CT-1 2 VAR DE 1″ + 1 VAR 1″ 4 VAR DE 3/8″ SIN ESC \A1;0.64 \A1;0.06 \A1;0.70 \A1;0.58 \A1;0.06 \A1;0.06 -1074.714215448742 -1074.714215448742 -1074.714215448742 -1074.714215448742 \A1;0.12 2 VAR DE 5/8″ + 1 VAR DE 5/8″ 2 VAR DE 5/8″ \A1;0.60 2 VAR DE 3/4″ \A1;L/3+0.5 VARIABLE \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM (CT-2) CORTE LONGITUDINAL 4 VAR DE 3/8″ -1063.184332535831 -1063.184332535831 -1063.184332535831 -1063.184332535831 L/3+0.5 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA 1 VAR DE 3/4″ 1 VAR DE 3/4″ LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm CT-2 2 VAR DE 1″ + 1 VAR 3/4″ 4 VAR DE 3/8″ SIN ESC \A1;0.54 \A1;0.06 \A1;0.60 \A1;0.48 \A1;0.06 \A1;0.06 \A1;0.25 \A1;0.15 -1066.934215448742 -1066.934215448742 \A1;0.12 2 VAR DE 5/8″ 3 VAR DE 1/2″ \A1;0.60 3 VAR DE 1/2″ \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM (CT-3) CORTE LONGITUDINAL 4 VAR DE 3/8″ -1055.404332535831 -1055.404332535831 -1055.404332535831 -1055.404332535831 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm CT-3 3 VAR DE 1/2″ 4 VAR DE 3/8″ SIN ESC \A1;0.54 \A1;0.06 \A1;0.60 \A1;0.48 \A1;0.06 \A1;0.06 -1059.154215448742 -1059.154215448742 -1059.154215448742 -1059.154215448742 \A1;0.12 3 VAR DE 1/2″ -1050.454212261404 \A1;0.025 \A1;0.025 \A1;0.20 \A1;0.25 VARS DE 3/8″ VARS DE 3/8″ VARS DE 3/8″ @ 14 CM @ 14 CM MC-1 PLANTA SIN ESC -1050.454212261404 -1050.454212261404 K-1 SIN ESC CASTILLO 4 VAR. DE 3/8″, ESTRIBOS DE 1/4 @ 15 CM \A1;0.15 \A1;0.15 \A1;0.11 \A1;0.015 \A1;0.015 4 VAR. DEL 3/8″, ESTRIBOS DE 1/4″ 5@5, 5@10, 5@15 Y K-2 SIN ESC CASTILLO 0.20 -1072.840947476563 \A1;0.16 \A1;0.02 \A1;0.02 Y RESTO @ 20 CM, DISTRIBUIDOS DE EXTREMOS HACIA EL CENTRO 6 VARS DE 3/8″ EST. DE 1/4″, 5@5,5@10,5@15 Y RESTO @ 20 CM, DISTRIBUIDOS DE EXTREMOS HACIA EL CENTRO K-3 SIN ESC CASTILLO \A1;0.25 -1072.917549300936 \A1;0.21 \A1;0.02 \A1;0.02 6 VARS DE 1/2″ EST. DE 1/4″, 5@5,5@10,5@15 Y RESTO @ 20 CM, DISTRIBUIDOS DE EXTREMOS HACIA EL CENTRO K-4 SIN ESC CASTILLO \A1;0.30 -1065.717959759318 \A1;0.02 2 VARS DE 1/2″ + VARS DE 3/8″ EST. DE 1/4″, 5@5,5@10,5@15 Y RESTO @ 20 CM, DISTRIBUIDOS DE EXTREMOS HACIA EL CENTRO K-5 SIN ESC CASTILLO \A1;0.30 -1065.717959759318 \A1;0.02 6 VARS DE 5/8″ EST. DE 1/4″, 5@5,5@10,5@15 Y RESTO @ 20 CM, DISTRIBUIDOS DE EXTREMOS HACIA EL CENTRO K-6 SIN ESC CASTILLO \A1;0.35 \A1;0.15 \A1;0.02 -1070.134022652769 -1070.134022652769 -1070.134022652769 compresiòn capa de -1070.134022652769 malla electrosoldada 6 x 6 – 10 / 10 -1070.134022652769 LOSA ARTESONADA SIN ESC \A1;0.50 Fy = 5000 kg/cm2 densidad 12 kg/m3 caseton de poliestireno nervadura ver detalle de N1 o N2 nervadura a medio claro 1 Var. de # 3/8 Capa de compresion 1 VAR DE 1/2″ Grapas de 3/8, 5@10,5@15, 5@20 y el resto @ 25cm 1 VAR DE 1/2 -1065.951181033595 -1065.951181033595 -1065.951181033595 -1065.951181033595 N-1 NERVADURA NOTA: Todas las vars, longitudinales son corridas sin cortes Capa de compresion 1 VAR DE 3/8″ Grapas de 3/8, 5@10,5@15, 5@20 y el resto @ 25cm 1 VAR DE 3/8″ -1065.951181033595 N-2 NERVADURA -1065.951181033595 -1065.951181033595 -1065.951181033595 NOTA: Todas las vars, longitudinales son corridas sin cortes COLUMNA DE 50 X 50 EST. DE 3/8″, 5@5, 5@15 Y EL RESTO @ 25 CMS, DE EXTREMOS HACIA EL CENTRO SIN ESC C-1 12 VARS DE 3/4″ \A1;0.025 \A1;0.45 \A1;0.025 \A1;0.45 \A1;0.025 \A1;0.025 Estribo del No. 3 (3/8″) \A1;0.50 \A1;0.50 \A1;0.45 \A1;0.50 \A1;0.025 \A1;0.025 Estribo del No. 3 (3/8″) 8 var del No. 6 (3/4″) COLUMNA CIRCULAR DE 50 CM RESTO @25 CMS, DE EXTREMOS HACIA EL CENTRO Y EN CRUCES CON TRABES @5 CMS. SIN ESC C-2 EST. DE 3/8″, 5@5, 5@15 Y EL 3 VAR DE 3/4″ -1070.964332535831 1 VAR DE 3/4″ 1 VAR DE 3/4″ 3 VAR DE 3/4″ \A1;L/3+0.5 VARIABLE \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM TRABE (T-1) CORTE LONGITUDINAL 2 VAR DE 3/8″ -1070.964332535831 -1070.964332535831 -1070.964332535831 -1070.964332535831 L/3+0.5 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm TRABE T-1 3 VAR DE 3/4″ 4 VAR DE 3/8″ SIN ESC \A1;0.55 -1074.714215448742 \A1;0.60 \A1;0.50 -1074.714215448742 -1074.714215448742 -1074.714215448742 -1074.714215448742 -1074.714215448742 -1074.714215448742 \A1;0.12 4 VAR DE 3/4″ 2 VAR DE 5/8″ \A1;0.25 3 VAR DE 1/2″ \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM TRABE (T-2) CORTE LONGITUDINAL 2 VAR DE 3/8″ -1061.964332535831 -1061.964332535831 -1061.964332535831 -1061.964332535831 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm TRABE T-2 3 VAR DE 1/2″ 2 VAR DE 3/8″ SIN ESC \A1;0.20 -1065.714215448742 \A1;0.25 \A1;0.15 -1065.714215448742 -1065.714215448742 -1065.714215448742 -1065.714215448742 -1065.714215448742 -1065.714215448742 \A1;0.12 2 VAR DE 5/8″ 2 VAR DE 3/4″ -1052.964332535831 1 VAR DE 1/2″ 1 VAR DE 1/2″ 2 VAR DE 3/4″ + 1 VAR DE 1/2″ \A1;L/3+0.5 VARIABLE \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM TRABE (T-3) CORTE LONGITUDINAL 2 VAR DE 3/8″ -1052.964332535831 -1052.964332535831 -1052.964332535831 -1052.964332535831 L/3+0.5 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm TRABE T-3 2 VAR DE 3/4″ + 1 VAR DE 1/2″ 4 VAR DE 3/8″ SIN ESC \A1;0.55 -1056.787878731897 \A1;0.60 \A1;0.50 -1056.787878731897 -1056.787878731897 -1056.787878731897 -1056.787878731897 -1056.787878731897 -1056.787878731897 \A1;0.12 2 VAR DE 3/4″ + 1 VAR DE 1/2″ 2 VAR DE 1/2″ \A1;0.30 2 VAR DE 3/8″ 2 VAR DE 3/8″ 2 VAR DE 1/2″ \A1;L/3+0.5 VARIABLE \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM TRABE (T-4) CORTE LONGITUDINAL 2 VAR DE 3/8″ -1043.964332535831 -1043.964332535831 -1043.964332535831 -1043.964332535831 L/3+0.5 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm TRABE T-4 2 VAR DE 1/2″ 2 VAR DE 3/8″ SIN ESC \A1;0.25 -1047.714215448742 \A1;0.30 \A1;0.20 -1047.714215448742 -1047.714215448742 0.15 \A1;0.07 -1047.714215448742 -1047.714215448742 \A1;0.12 2 VAR DE 1/2″ + 2 VAR DE 3/8″ 3 VAR DE 1/2″ \A1;0.25 2 VAR DE 1/2″ + 1 VAR DE 3/8″ \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM VIGA (V-1) CORTE LONGITUDINAL 2 VAR DE 3/8″ -1033.964332535831 -1033.964332535831 -1033.964332535831 -1033.964332535831 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm VIGA V-1 2 VAR DE 1/2″ + 1 VAR 3/8″ 2 VAR DE 3/8″ SIN ESC \A1;0.20 -1037.787878731897 \A1;0.25 \A1;0.15 -1037.787878731897 -1037.787878731897 0.25 \A1;0.15 -1037.787878731897 -1037.787878731897 \A1;0.12 3 VAR DE 1/2″ 2 VAR DE 1/2″ \A1;0.30 2 VAR DE 3/8″ 2 VAR DE 3/8″ 2 VAR DE 1/2″ \A1;L/3+0.5 VARIABLE \A1;LONGITUD = L \A1;0.20 \A1;0.15 0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;ESPACIOS @ 0.20 CM VIGA (V-2) CORTE LONGITUDINAL 2 VAR DE 3/8″ -1023.964332535831 -1023.964332535831 -1023.964332535831 -1023.964332535831 L/3+0.5 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;5@0.05 =0.25 \A1;5@0.10 =0.50 \A1;5@0.15 =0.75 \A1;COLUMNA \A1;COLUMNA LOSA Estr. de 3/8, 5@5,5@10, 5@15, y el resto @ 20cm VIGA V-2 3 VAR DE 1/2″ 2 VAR DE 3/8″ SIN ESC \A1;0.20 -1027.714215448742 \A1;0.25 \A1;0.15 -1027.714215448742 -1027.714215448742 0.30 \A1;0.20 -1027.714215448742 -1027.714215448742 \A1;0.12 3 VAR DE 1/2″ \LESPECIFICACIONES TECNICAS DE INSTALACIÒN SANITARIA * LOS TUBOS SERAN DE PVC SEGUN Ø INDICADO . * EL CORTE DEBE SER RECTO Y A 90º, ASI SE FACILITARA LA UNION, EN CASO DE DAÑO EN PUNTA, SE HARA EL CORTE 5 CM, ANTES DE LA PORCION DAÑADA. * SE TENDRA QUE LIMPIAR EL POLVO Y LA HUMEDAD DE LAS PIEZAS A UNIR. * LAS CONEXIONES SERAN A BASE CON LIGA OMEGA O SIMILAR. * SE CONSIDERA PENDIENTE MINIMA DEL 2% DE LA LONGITUD DEL TUBO. * LOS REGISTROS DEBERAN TENER UNA DIMENSIÒN DE 60 X 40 CMS Y 90 X 120 CMS, CON PROFUNDIDAD QUE SE REQUIERA DE ACUERDO A LA PENDIENTE DEL TERRENO; SERAN HECHOS DE TABICON PESADO DE 10X14X28 CMS. EN SU INTERIOR DEBERAN TENER UN ACABADO PULIDO DE CEMENTO GRIS, Y SERAN DISTRIBUIDOS A NO MAYOR DE 12 MTS. \L\c2039583;SIMBOLOGIA SANITARIASANITARIA B.A.N. BAJADAS DE AGUAS NEGRAS B.A.J. BAJADAS DE AGUAS JABONOSAS B.A.P. BAJADAS DE AGUAS PLUVIALES T.V. TUBO DE VENTILACION LINEA DE AGUAS JABONOSAS LINEA DE AGUAS NEGRAS – JABONOSAS LINEA DE AGUAS PLUVIALES R.A.J. REGISTRO DE AGUAS JABONOSAS R.A.N.J. REGISTRO DE AGUAS NEGRAS – JABONOSAS \c2039583; \c2039583; REJILLA CROMADA O COLADERA \c2039583; \c2039583; \c2039583; CONEXION YEE DE 4″ Ø C/ REDUCCION DE 2″ Ø \c2039583; \c2039583; CODO DE 45° DE 4″ Ø \c2039583; \c2039583; CODO DE 45° DE 2″ Ø \L\c2039583;SIMBOLOGIA HIDRAULICAHIDRAULICA TUBERIA DE COBRE DE AGUA FRIA P/PISO TUBERIA DE COBRE DE AGUA CALIENTE P/PISO TEE DE COBRE SEGUN DIAMETRO INDICADO EN PROYECTO CODO DE 90° DE COBRE SEGUN DIAMETRO EN PROYECTO LLAVE DE NARIZ MEDIDOR DE AGUA VALVULA DE COMPUERTA BOYLER CAP. 38 LTS SUMINISTRO \LESPECIFICACIONES TECNICAS DE INSTALACIÒN HIDRAULICA * LAS TUBERIAS DE AGUA FRIA Y CALIENTE SERAN DE COBRE EN SUS DIFERENTES DIAMETROS SEGUN ISOMETRICO. * LAS VALVULAS SERA DE GLOBO (ROSCADA O SOLDABLE). * EN LAS UNIONES DE TUBERIA CON LOS ACCESORIOS SE UTILIZARA TEFLON. * ANTES DE CUBRIR LAS TUBERIAS, ESTAS DEBERAN SOPORTAR MEDIANTE BOMBA DE MANO UNA PRESION DE 150 lbs/pulg. DURANTE 24 HRS SIN PERMITIR FUGAS. \LESPECIFICACIONES TECNICAS DE INSTALACIÒN DE GAS L.P. \A1;* TODAS LAS DIMENCIONES DE LAS TUBERIAS ESTARAN DADAS EN MILIMETROS. \A1; \A1;* LA INSTALACION DE GAS SERA CON TUBERIA RIGIDA A BASE DE COBRE RIGIDO \A1;TIPO “L” o “K” SEGUN ESTE ESPECIFICADO EN EL PLANO. \A1; \A1;* NO SE PERMITEN DOBLECES EN LOS TRAMOS DE TUBOS, SE UTILIZARAN \A1;CONEXIONES COMO TEES, CODOS, ETC. PARA TODO CAMBIO DE DIRECCIONES. \A1; \A1;* EL TIPO DE SOLDADURA PARA LA TUBERIA SERA ESTAÑO – ANTIMONIO EN \A1;PROPORCION 95 – 5 Y PASTA FUNDENTE (PRESION HASTA 1.05 kg/cm²\A1;), \A1;TEMPERATURA DE FUSION 240°C, TEMPERATURA DE FLUIDEZ 255°C. \A1; \A1;* TODA LA TUBERIA QUE CONDUSCA GAS L.P. DEBERA SOMETERSE A LA \A1;PRUEBA DE HERMETICIDAD ANTES DE PONERSE EN SERVICIO, PARA ESTAS \A1;PRUEBAS SE UTILIZA EXCLUSIVAMENTE GAS L.P. LA TUBERIA TENDRA QUE \A1;SOPORTAR UNA PRESION MANOMETRICA DE 500 gr/cm² REGISTRADA POR UN MANOMETRO POR UN LAPSO NO MENOR DE 10 MINUTOS SIN QUE REGISTRE CAIDA DE PRESION. * LAS TUBERIAS DEBEN QUEDAR SEPARADAS A 20 CMS POR LO MENOS DE CONECTORES ELECTRICOS. * LA TUBERIA PARA LA ALIMENTACION DEL TANQUE DE ALMACENAMIENTO SERA DE COBRE TIPO “K”. \L\c2039583;SIMBOLOGIA DE GAS L. P.DE GAS L. P. TUBERIA DE C.R.K. Ø 19.1 mm TUBERIA DE C.R.K. Ø\H0.9167x; \H1.0909x;12.7 mm ESTUFA DE 4 QUEMADORES Y HORNO TOMA DE UNA LINEA DE LLENADO ver detalles en el plano. TANQUE ESTACIONARIO CAP. 120 LTS GAS L.P. \A1;990 \A1;2.73 \A1;4.65 \A1;2.35 \A1;2.19 \A1;2.50 \A1;2.50 22.00 10.00 22.00 9.90 0.50 2.15 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 21.95 10.00 21.95 2.70 3.73 3.20 2.80 2.80 2.80 11.60 22.00 10.00 22.00 10.00 9.90 0.50 2.15 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 1.85 21.95 0.75 2.78 21.95 10.00 21.95 2.70 3.73 22.00 10.00 21.95 9.90 0.50 2.15 21.95 10.00 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 2.78 21.95 10.00 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 10.00 3.98 3.15 3.15 2.65 3.15 3.15 22.00 2.78 21.95 10.00 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 10.00 2.70 3.73 21.95 10.00 21.95 2.70 3.73 11.60 \A1;2055 \A1;1.50 \A1;1.50 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.50 \A1;1.50 \A1;1.50 0.50 3.45 0.50 4.15 0.50 2.50 0.50 4.23 1.43 0.00 1.80 1.40 0.50 4.20 0.50 4.20 0.50 0.75 3.70 0.50 5.65 0.50 2.50 0.50 4.15 0.50 1.30 0.50 21.95 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.90 9.90 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.90 9.90 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.90 9.90 3.47 9.90 9.90 3.47 2.70 3.73 0.50 3.45 0.50 4.15 0.50 2.50 0.50 4.23 1.43 0.00 1.80 1.40 0.50 4.20 0.50 4.20 0.50 3.70 0.50 5.65 0.50 2.50 0.50 4.15 0.50 1.30 0.50 9.90 21.95 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.95 9.90 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.95 9.90 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 4.65 2.65 4.65 1.65 2.73 0.05 2.73 2.70 3.73 0.05 0.05 9.95 9.90 3.47 9.95 9.90 0.50 3.45 0.50 4.15 0.50 2.50 0.50 4.23 1.43 0.00 1.80 1.40 0.50 4.20 0.50 4.20 0.50 0.75 3.70 0.50 5.65 0.50 2.50 0.50 4.15 0.50 1.30 0.50 21.95 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.70 3.73 0.05 0.05 9.95 9.90 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.70 3.73 0.05 0.05 9.95 9.90 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.95 9.90 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.95 9.90 3.47 9.95 9.90 3.47 9.95 9.90 3.20 2.80 2.80 2.80 N=+.10 BAÑO. -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 -1119.36914752105 0.05 JUNTA CONSTRUCTIVA PORTON ACCESO N=+0.00 CIRCULACION. N=+0.15 CIRCULACION. N=+0.15 CIRCULACION. N=+0.15 AREA DE CARROS. N=+0.15 AREA DE CARROS. N=+0.15 -1119.36914752105 -1119.36914752105 E D C B A E D C B A Z Z´ X X´ PLANTA ARQUITECTONICA ESTACIONAMIENTO ESC. 1 : 75 COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 N=+3.10 COCINA. COCINA. BAÑO. -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -1119.771079947895 -1119.771079947895 N=+3.35 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 E D C B A E D C B A Z Z´ X X´ BAÑO. N=+3.35 PLANTA ARQUITECTONICA NIVEL 1 ESC. 1 : 75 COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 COCINA. COCINA. BAÑO. -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -1119.771079947895 -1119.771079947895 N=+6.15 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 E D C B A E D C B A Z Z´ X X´ BAÑO. N=+6.15 PLANTA ARQUITECTONICA NIVEL 2 ESC. 1 : 75 COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 COCINA. COCINA. BAÑO. -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 E 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA D C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -1119.771079947895 -1119.771079947895 N=+8.95 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 E D C B A Z Z´ X X´ BAÑO. N=+8.95 PLANTA ARQUITECTONICA NIVEL 3 ESC. 1 : 75 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 -1119.771079947895 E D C B A 1 2 5 6 9 10 11 1 2 5 6 9 10 11 -1119.771079947895 E D C B A TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. T.V PVC. 2″ T.V PVC. 2″ BAP.TPVC 3″ AL JARDIN BAP.TPVC 3″ AL JARDIN PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% Z Z´ PLANTA DE AZOTEA ESC. 1 : 75 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 -1114.393258431923 E D C B A FACHADA DE ACCESO ESC. 1 : 75 -1107.138275038901 -1107.138275038901 -1107.138275038901 -1107.138275038901 -1107.138275038901 -1107.138275038901 -1107.138275038901 -1107.138275038901 E D C B A -1107.138275038901 FACHADA APARTIR DE LA LOSA DE ESTACIONAMIENTO ESC. 1 : 75 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 -1109.938275038901 E D C B A FACHADA COMPLETA ESC. 1 : 75 \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 T1 T1 T1 T1 T1 N=+0.10 \A1;BAÑO. N=+8.95 \A1;BAÑO. N=+6.15 \A1;BAÑO. N=+3.35 \A1;BAÑO. VESTIBULO N=+3.20 VESTIBULO N=+6.00 VESTIBULO N=+8.80 TINACOS DE 1100 LTRS. Jarro de aire TINACOS DE 1100 LTRS. 1 2 3 5 6 8 9 11 N=+0.00 -1108.908592422378 -1108.908592422378 -1108.908592422378 -1108.908592422378 -1108.908592422378 \W2.97377; CIRCULACION N=+0.15 \W2.97377; CIRCULACION N=+0.15 \W2.97377; CIRCULACION N=+0.15 VESTIBULO N=+3.20 T4 \W4.34699; T4 T4 \W4.34699; T4 T4 \W4.34699; T4 VESTIBULO N=+3.20 VESTIBULO N=+3.20 \W4.33539; V2 CORTE ESTRUCTURAL LONGITUDINAL X – X’ ESC. 1 : 75 N=+8.95 \A1;BAÑO. N=+6.15 \A1;BAÑO. N=+3.35 \A1;BAÑO. Jarro de aire \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.59828; T1 \W4.59828; T1 \W4.59828; T1 \W4.59828; T1 \W4.59828; T1 N=+0.10 \A1;BAÑO. N=+8.95 \A1;BAÑO. N=+6.15 \A1;BAÑO. N=+3.35 \A1;BAÑO. VESTIBULO N=+3.20 VESTIBULO N=+3.20 VESTIBULO N=+6.00 VESTIBULO N=+6.00 VESTIBULO N=+8.80 VESTIBULO N=+8.80 \W7.09367; TINACOS DE 1100 LTRS. \W0.78901; TINACOS DE 1100 LTRS. BALCON BALCON BALCON \W2.20533; BALCON \W2.20533; BALCON \W2.20533; BALCON 1 2 3 5 6 8 9 10 11 N=+0.00 -1110.708592422379 -1110.708592422379 -1110.708592422379 -1110.708592422379 -1110.708592422379 AREA DE CARROS. N=+0.15 AREA DE CARROS. N=+0.15 ESCALERAS CORTE ARQ. LONGITUDINAL X – X’ ESC. 1 : 75 \W4.33539; V2 N=+8.95 \A1;BAÑO. N=+6.15 \A1;BAÑO. N=+3.35 \A1;BAÑO. Jarro de aire Jarro de aire N=+0.00 N=+0.10 \A1;BAÑO. -1110.70859242238 N=+3.35 \A1;BAÑO. N=+6.15 \A1;BAÑO. N=+8.95 \A1;BAÑO. -1110.70859242238 -1110.70859242238 -1110.70859242238 -1110.70859242238 E D C B A CIRCULACION. N=+0.15 AREA DE CARROS. N=+0.15 RECAMARA N=+3.20 COMEDOR N=+3.20 RECAMARA N=+6.00 RECAMARA N=+8.80 COMEDOR N=+6.00 COMEDOR N=+8.80 \W8.32622; TINACOS DE 1100 LTRS. \W4.53771; V1 \W4.59828; T1 \W4.59828; T1 \W4.35343; C1 \W4.35343; C1 \W4.33539; V2 \W4.33539; V2 \W4.34699; T4 \W4.34699; T4 \W4.34699; T4 CORTE ARQ. TRANSVERSAL Z – Z’ ESC. 1 : 75 Jarros de aire 22.00 10.00 22.00 10.00 9.90 0.50 2.15 3.47 2.70 3.73 0.50 3.45 0.50 4.15 0.50 2.50 0.50 4.23 1.43 0.00 1.80 1.40 0.50 4.20 0.50 4.20 0.50 0.75 3.70 0.50 5.65 0.50 2.50 0.50 4.15 0.50 1.30 0.50 9.90 21.95 2.78 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 9.90 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.90 21.95 10.00 21.95 2.70 3.73 3.47 9.90 9.90 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.90 9.90 21.95 10.00 2.73 0.75 2.70 3.73 0.05 0.05 3.98 3.15 3.15 2.65 3.15 3.15 21.95 2.78 9.90 1.48 2.30 0.20 1.65 1.50 3.15 2.65 3.15 3.15 2.73 0.05 1.48 2.30 1.85 4.65 2.65 4.65 1.65 2.73 0.05 2.73 0.75 2.70 3.73 0.05 0.05 9.90 11.60 3.20 2.80 2.80 2.80 3.20 2.80 2.80 2.80 11.60 3.20 2.80 2.80 2.80 11.60 13.54 2.50 0.30 0.70 0.20 1.80 1.32 1.80 1.32 1.80 1.30 0.50 9.90 0.90 1.80 1.32 1.80 1.32 1.80 1.30 10.74 9.90 2.50 0.30 0.70 0.15 4.00 0.30 1.00 0.30 4.15 9.90 3.50 CT-1 CT-1 CT-1 CT-1 CT-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-3 CT-3 CT-3 CT-3 A A X X´ PLANTA DE CIMENTACION ESC. 1 : 75 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 E D C B A E D C B A Z Z´ MC-1 MC-1 MC-1 MC-1 MC-2 MC-2 MC-3 MC-3 MC-4 MC-3 MC-3 MC-4 MC-4 PLANTA ESTRUCTURAL ESTACIONAMIENTO ESC. 1 : 75 MM15 MM15 MM15 MM15 MM15 MM15 MM15 MM15 MM15 MM15 MM15 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 -1052.371217284242 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 T-1 T-1 T-2 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-2 T-2 T-2 T-2 T-2 T-3 T-3 T-3 -1052.371217284242 T-3 T-2 T-2 T-2 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 K3 K3 K4 K6 K4 K4 K4 K3 K1 X X´ 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 E D C B A E D C B A Z Z´ MC-5 MC-5 MC-5 MC-5 MC-3 MC-3 MC-3 MC-4 MC-4 MC-6 MC-6 PLANTA ESTRUCTURAL NIVEL 1 ESC. 1 : 75 MM15 MML-15 MM15 MM15 MM15 MM15 MM15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 Vars. 3/8″ @ 18 en LI y LS Losa e=11 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=11 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm MM15 MM15 C-2 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 K4 K3 K4 K3 K3 K3 K3 K3 K1 K5 K1 K1 K3 K3 K3 K3 K1 K1 K1 K1 K1 K7 K3 -1052.371217284242 K3 K1 K3 K1 K1 K1 K4 K4 K4 K4 K4 K3 K1 CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC K3 K1 X X´ 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 E D C B A E D C B A Z Z´ MC-5 MC-5 MC-7 MC-7 MC-7 MC-3 MC-3 MM15 MML-15 MM15 MM15 MM15 MM15 MMR-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MM15 MM15 MM15 MM15 Vars. 3/8″ @ 18 en LI y LS Losa e=11 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=11 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm MML-15 MM15 C-2 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K7 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K4 K4 K4 K4 K4 K4 K4 K5 K3 K3 K3 K3 K3 K4 K4 K4 K4 K1 X X´ PLANTA ESTRUCTURAL NIVEL 2 ESC. 1 : 75 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 E D C B A E D C B A Z Z´ MC-9 MC-9 MM15 MM15 MM15 MM15 MM15 MM15 MML-15 MM15 MM15 MM15 MM15 MM15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MML-15 MM15 MM15 MM15 MM15 Vars. 3/8″ @ 18 en LI y LS Losa e=11 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=11 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm Vars. 3/8″ @ 18 en LI y LS Losa e=10 cm MML-15 MM15 C-2 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC CC K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K7 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K3 K4 K4 K4 K4 K4 K4 K4 K5 K3 K3 K3 K3 K3 K3 K3 K3 K3 K4 K4 K4 K4 K3 K3 K3 K3 K1 K3 Z X X´ Z´ PLANTA ESTRUCTURAL NIVEL 3 ESC. 1 : 75 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 E D C B A E D C B A -1010.583377680291 -1010.583377680291 -1010.583377680291 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 0.05 JUNTA CONSTRUCTIVA -1010.583377680291 E D C B A PLANTA DE INST. SANITARIA ESTACIONAMIENTO ESC. 1 : 75 \W3.79007; B.A.P. TPVC 3″ \W7.32487; AL JARDIN R.A.J. R.A.J. R.A.J. R.A.J. R.A.J. R.A.J. R.A.J. R.A.J. R.A.J. R.A.N. R.A.N. R.A.N. R.A.N. R.A.N.J. R.A.N. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W5.16179; PVC 4″ \W7.84806; 2% PEND. \W0.36771; T.V. PVC 2″ \W4.52750; PVC 4″ \W4.52750; PVC 2″ \W4.52750; PVC 2″ COLECTOR MUNICIPAL X X´ -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -1010.583377680291 -1010.583377680291 E D C B A E D C B A PLANTA DE INST. SANITARIA NIVEL 1 ESC. 1 : 75 \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.59929; B.A.N. \W5.24040; PVC 4″ \W5.24040; PVC 2″ \W5.24040; PVC 4″ \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ B.A.N. PVC 4″ PVC 2″ \W5.24040; PVC 4″ \W5.24040; PVC 2″ B.A.J. PVC 2″ B.A.J. PVC 2″ X X´ -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -1010.583377680291 -1010.583377680291 E D C B A E D C B A PLANTA DE INST. SANITARIA NIVEL 2 ESC. 1 : 75 \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.59929; B.A.N. \W5.24040; PVC 4″ \W5.24040; PVC 2″ \W5.24040; PVC 4″ \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ B.A.N. PVC 4″ PVC 2″ \W5.24040; PVC 4″ \W5.24040; PVC 2″ B.A.J. PVC 2″ B.A.J. PVC 2″ X X´ -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 E 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA D C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -1010.583377680291 -1010.583377680291 E D C B A PLANTA DE INST. SANITARIA NIVEL 3 ESC. 1 : 75 \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.59929; B.A.N. \W5.24040; PVC 4″ \W5.24040; PVC 2″ \W5.24040; PVC 4″ \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ \W5.79903; B.A.J. \W5.24040; PVC 2″ B.A.N. PVC 4″ PVC 2″ \W5.24040; PVC 4″ \W5.24040; PVC 2″ B.A.J. PVC 2″ B.A.J. PVC 2″ X X´ -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 -1010.583377680291 E D C B A 1 2 5 6 9 10 11 1 2 5 6 9 10 11 -1010.583377680291 E D C B A TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. TINACO DE 1100 LTRS. T.V PVC. 2″ PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PLANTA DE AZOTEA ESC. 1 : 75 \W4.90899; B.A.P. TPVC 3″ \W8.44379; AL JARDIN T.V PVC. 2″ \W4.90899; B.A.P. TPVC 3″ \W8.44379; AL JARDIN X X´ \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.35343; C1 \W4.59828; T1 \W4.59828; T1 \W4.59828; T1 \W4.59828; T1 \W4.59828; T1 VESTIBULO N=+3.20 VESTIBULO N=+3.20 VESTIBULO N=+6.00 VESTIBULO N=+6.00 VESTIBULO N=+8.80 VESTIBULO N=+8.80 \W7.09367; TINACOS DE 1100 LTRS. \W0.78901; TINACOS DE 1100 LTRS. \W6.85362; Jarro de aire BALCON BALCON BALCON \W2.20533; BALCON \W2.20533; BALCON \W2.20533; BALCON 1 2 3 5 6 8 9 10 11 N=+0.00 -974.9415318897663 -974.9415318897663 -974.9415318897663 -974.9415318897663 -974.9415318897663 AREA DE CARROS. N=+0.15 ESCALERAS CORTE SANITARIO LONGITUDINAL X – X’ ESC. 1 : 75 \W4.33539; V2 \W3.67245; PEND. 2% \W3.67245; PEND. 2% \W3.67245; PEND. 2% \W0.46754; T.V. PVC 2″ \W0.46754; T.V. PVC 2″ \W1.54625; PVC 2″ \W1.54625; PVC 2″ \W0.57915; PVC 2″ \W0.57915; PVC 2″ \W1.54625; PVC 2″ \W1.54625; PVC 2″ \W0.57915; PVC 2″ \W1.54625; PVC 2″ \W1.54625; PVC 2″ \W1.82487; PVC 2″ \W5.02685; B.A.P. TPVC 3″ PVC 2″ PVC 2″ \W0.57915; PVC 2″ \W0.57915; PVC 2″ PVC 2″ PVC 2″ \W0.57915; PVC 2″ PVC 2″ PVC 2″ \W1.82487; PVC 2″ \W5.53523; R.A.J. \W5.53523; R.A.J. \W5.53523; R.A.J. \W3.73626; R.A.N.J. \W5.53523; R.A.J. PVC 2″ PVC 2″ \W1.09647; TPVC Ø 4″ PEND. 2% TPVC Ø 4″ PEND. 2% \W3.40333; TPVC Ø 4″ PEND. 2% \W3.40333; TPVC Ø 4″ PEND. 2% \W1.68494; AL COLECTOR \W1.68494; MUNICIPAL Jarro de aire \W5.53523; R.A.J. -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 -916.1081787519979 0.05 JUNTA CONSTRUCTIVA -916.1081787519979 -916.1081787519979 E D C B A E D C B A Z Z´ PLANTA DE INST. HIDRAULICA ESTACIONAMIENTO ESC. 1 : 75 M \W7.02266; T C.U. 25 mm \W9.76373; DE LA TOMA \W9.76373; MUNICIPAL \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -916.5101111788426 -916.5101111788426 E D C B A E D C B A PLANTA DE INST. HIDRAULICA NIVEL 1 ESC. 1 : 75 \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm \W4.49328; BOYLER \W1.21364; CAP. 38 LTS \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm \W4.49328; BOYLER \W1.21364; CAP. 38 LTS \W1.26794; B \W1.26794; B Z Z´ -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -916.5101111788426 -916.5101111788426 E D C B A E D C B A PLANTA DE INST. HIDRAULICA NIVEL 2 ESC. 1 : 75 \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm \W4.49328; BOYLER \W1.21364; CAP. 38 LTS \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm \W4.49328; BOYLER \W1.21364; CAP. 38 LTS \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm \W1.26794; B \W1.26794; B Z Z´ -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 E 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA D C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -916.5101111788426 -916.5101111788426 E D C B A PLANTA DE INST. HIDRAULICA NIVEL 3 ESC. 1 : 75 \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm \W4.49328; BOYLER \W1.21364; CAP. 38 LTS \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm \W4.49328; BOYLER \W1.21364; CAP. 38 LTS \W5.81216; T C.U. 19 mm \W5.81216; T C.U. 19 mm \W1.26794; B \W1.26794; B Z Z´ -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 -916.5101111788426 E D C B A 1 2 5 6 9 10 11 1 2 5 6 9 10 11 -916.5101111788426 E D C B A PLANTA DE AZOTEA – INST. HIDRAULICA ESC. 1 : 75 \W4.44846; TINACOS DE 1100 LTRS. \W4.44846; TINACOS DE 1100 LTRS. \W7.02266; T C.U. 25 mm \W7.02266; T C.U. 25 mm \W2.42099; T C.U. 25 mm Z Z´ N=+0.00 -907.9920660626789 -907.9920660626789 -907.9920660626789 -907.9920660626789 -907.9920660626789 E D C B A CIRCULACION. N=+0.15 RECAMARA N=+3.20 COMEDOR N=+3.20 RECAMARA N=+6.00 RECAMARA N=+8.80 COMEDOR N=+6.00 COMEDOR N=+8.80 \W8.32622; TINACOS DE 1100 LTRS. \W9.35943; Jarro de aire \W5.71268; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W4.34699; T4 \W4.34699; T4 \W4.34699; T4 CORTE HIDRAULICO TRANSVERSAL Z – Z’ ESC. 1 : 75 \W2.42099; T C.U. 25 mm \W2.42099; T C.U. 25 mm \W2.42099; T C.U. 25 mm \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm \W7.02266; T C.U. 19 mm \W9.35943; Jarro de aire \W5.71268; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W9.35943; Jarro de aire \W5.71268; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W7.79999; \A1;T C.U. \A1;\H0.70000x;\S1#2;\A1;” \W8.06141; DEL MEDIDOR E D C B A E D C B A PLANTA DE INST. DE GAS L.P. ESTACIONAMIENTO ESC. 1 : 75 N=+.10 BAÑO. -849.301659485876 -849.301659485876 -849.301659485876 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 5 6 7 8 9 10 11 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 -849.301659485876 0.05 JUNTA CONSTRUCTIVA PORTON ACCESO N=+0.00 CIRCULACION. N=+0.15 CIRCULACION. N=+0.15 CIRCULACION. N=+0.15 AREA DE CARROS. N=+0.15 AREA DE CARROS. N=+0.15 -849.301659485876 E D C B A E D C B A \W1.47160; VALVULAS DOBLE \W1.47160; CHECK Ø 32mm \W4.32351; TUBERIA DE \W4.32351; C.R.K. Ø 19.1 mm COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO E D C B A E D C B A BAÑO. N=+3.35 PLANTA DE INST. DE GAS L.P. NIVEL 1 ESC. 1 : 75 COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 N=+3.10 COCINA. COCINA. BAÑO. -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -849.7035919127208 -849.7035919127208 N=+3.35 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 N=+3.20 E D C B A E D C B A BAÑO. N=+3.35 \W1.26794; B \W1.26794; B \W5.48168; \A1;TUBERIA DE \W5.48168; \A1;C.R.K. Ø \A1;\S1#2;” \W5.48168; \A1;TUBERIA DE \W5.48168; \A1;C.R.K. Ø \A1;\S1#2;” 1 2 3 4 5 6 7 8 9 10 11 -849.7035919127208 N=+6.15 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 E D C B A E D C B A BAÑO. N=+6.15 PLANTA DE INST. DE GAS L.P. NIVEL 2 ESC. 1 : 75 COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 COCINA. COCINA. BAÑO. -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -849.7035919127208 -849.7035919127208 N=+6.15 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 N=+6.00 E D C B A E D C B A BAÑO. N=+6.15 \W1.26794; B \W1.26794; B \W5.48168; \A1;TUBERIA DE \W5.48168; \A1;C.R.K. Ø \A1;\S1#2;” \W5.48168; \A1;TUBERIA DE \W5.48168; \A1;C.R.K. Ø \A1;\S1#2;” COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 COCINA. COCINA. BAÑO. -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 E 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA D C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -849.7035919127208 -849.7035919127208 N=+8.95 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 E D C B A BAÑO. N=+8.95 PLANTA DE INST. DE GAS L.P. NIVEL 3 ESC. 1 : 75 COMEDOR. RECAMARA RECAMARA RECAMARA RECAMARA COMEDOR. SALA. SALA. VESTIBULO VESTIBULO -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 COCINA. COCINA. BAÑO. -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 E 0.05 JUNTA CONSTRUCTIVA 0.05 JUNTA CONSTRUCTIVA D C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 -849.7035919127208 -849.7035919127208 N=+8.95 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 N=+8.80 E D C B A BAÑO. N=+8.95 \W1.26794; B \W1.26794; B \W5.48168; \A1;TUBERIA DE \W5.48168; \A1;C.R.K. Ø \A1;\S1#2;” \W5.48168; \A1;TUBERIA DE \W5.48168; \A1;C.R.K. Ø \A1;\S1#2;” -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 E D C B A 1 2 5 6 9 10 11 1 2 5 6 9 10 11 -849.7035919127208 E D C B A -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 -849.7035919127208 E D C B A 1 2 5 6 9 10 11 1 2 5 6 9 10 11 -849.7035919127208 E D C B A \W4.39904; TUBERIA DE \W4.39904; C.R.K. Ø 19.1 mm \W4.39904; TUBERIA DE \W4.39904; C.R.K. Ø 19.1 mm \W4.39904; TUBERIA DE \W4.39904; C.R.K. Ø 19.1 mm \W4.39904; TUBERIA DE \W4.39904; C.R.K. Ø 19.1 mm \W4.39904; TUBERIA DE \W4.39904; C.R.K. Ø 19.1 mm \W9.18566; \A1;TUBERIA DE \W9.18566; \A1;C.R.K. \A1;Ø\A1; \A1;\S1#2;” \W5.69987; \A1;TUBERIA DE \W5.69987; \A1;C.R.K. \A1;Ø\A1; \A1;\S1#2;” \W4.39904; TUBERIA DE \W4.39904; C.R.K. Ø 19.1 mm \A1;TUBERIA DE \A1;C.R.K. \A1;Ø\A1; \A1;\S1#2;” \W5.69987; \A1;TUBERIA DE \W5.69987; \A1;C.R.K. \A1;Ø\A1; \A1;\S1#2;” PLANTA DE AZOTEA – INST. GAS L.P. ESC. 1 : 75 \W1.44485; R.A.J. R.A.N. \W4.86606; PVC 4″ \W2.39055; 2% PEND. \W8.28527; B.A.N. TPVC 4″ \W0.46754; T.V. PVC 2″ \W0.46754; T.V. PVC 2″ \W0.46754; T.V. PVC 2″ \W0.46754; T.V. PVC 2″ \W1.69576; B.A.J. TPVC 2″ \W1.69576; B.A.J. TPVC 2″ \W1.69576; B.A.J. TPVC 2″ \W4.37029; PVC 2″ \W4.37029; PVC 2″ \C3;PVC 2″ \C3;PVC 2″ \C3;PVC 2″ \W4.37029; PVC 2″ \W4.37029; PVC 2″ \C3;PVC 2″ \C3;PVC 2″ \C3;PVC 2″ \W4.37029; PVC 2″ \W4.37029; PVC 4″ \W4.37029; PVC 4″ \W4.37029; PVC 2″ \W4.37029; PVC 4″ \LISOMETRICO INST. SANITARIAINST. SANITARIA \LS / E/ E \W1.39551; B.A.P. TPVC 3″ \W1.39551; B.A.P. TPVC 3″ R.A.J. R.A.J. R.A.J. \W4.37029; PVC 2″ \W4.37029; PVC 2″ \W4.37029; PVC 2″ \W4.37029; PVC 2″ R.A.N. R.A.J. \W8.68475; B.A.J. TPVC 4″ PVC 4″ 2% PEND. \W1.04537; R.A.N. \W4.86606; PVC 4″ \W2.39055; 2% PEND. \W4.37029; PVC 4″ \W4.37029; PVC 2″ \W4.37029; PVC 4″ \W4.37029; PVC 4″ \W4.37029; PVC 2″ \W4.37029; PVC 4″ \W4.37029; PVC 2″ \W4.37029; PVC 2″ R.A.J. \W1.44485; R.A.J. \W1.04537; R.A.N. \W1.44485; R.A.J. \W1.44485; R.A.J. R.A.N. R.A.N.J. COLECTOR MUNICIPAL \W4.86606; PVC 4″ \W2.39055; 2% PEND. \W4.86606; PVC 4″ \W2.39055; 2% PEND. \W4.86606; PVC 4″ \W2.39055; 2% PEND. PVC 4″ 2% PEND. PVC 4″ 2% PEND. M MUNICIPAL MEDIDOR 25 mm 25 mm T C.U. 25 mm T C.U. 25 mm T C.U. 25 mm T C.U. 25 mm ” ” ” ” ” ” flotador flotador flotador flotador flotador flotador T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm ” ” ” ” ” ” ” ” ” ” ” ” ” ” T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm T C.U. 19 mm ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” VER DETALLE HIDRAULICO 1,100 lts 1,100 lts 1,100 lts 1,100 lts 1,100 lts 1,100 lts Tinaco de Tinaco de Tinaco de Tinaco de Tinaco de Tinaco de 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 WC C.U. 2 1 WC C.U. 2 1 WC C.U. 2 1 WC C.U. 2 1 WC C.U. 2 1 WC C.U. 2 1 WC C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. 2 1 T C.U. Jarro de aire 2 1 T C.U. Jarro de aire 2 1 T C.U. Jarro de aire 2 1 T C.U. Jarro de aire 2 1 T C.U. Jarro de aire 2 1 T C.U. Jarro de aire T C.U. T C.U. DE LA TOMA \LISOMETRICO INST. HIDRAULICAINST. HIDRAULICA \LS / E/ E DETALLE HIDRAULICO S/E \LISOMETRICO INST. GAS L.P.INST. GAS L.P. \LS / E/ E 19.1 mm 32mm ” 19.1 mm 19.1 mm 19.1 mm 19.1 mm 19.1 mm 19.1 mm ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” GAS L.P. 120 LTS GAS L.P. 120 LTS TANQUES EST. TANQUES EST. 2 1 C.R.K. Ø TUBERIA DE 2 1 C.R.K. Ø TUBERIA DE 2 1 C.R.K. Ø TUBERIA DE 2 1 C.R.K. Ø TUBERIA DE 2 1 C.R.K. Ø TUBERIA DE 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 TUBERIA DE C.R.K. Ø 2 1 Ø C.R.K. TUBERIA DE 2 1 C.R.K. Ø TUBERIA DE C.R.K. Ø TUBERIA DE C.R.K. Ø TUBERIA DE C.R.K. Ø TUBERIA DE C.R.K. Ø TUBERIA DE C.R.K. Ø TUBERIA DE C.R.K. Ø TUBERIA DE 2 1 C.R.K. Ø TUBERIA DE Ø CHECK VALVULAS DOBLE C.R.K. Ø TUBERIA DE MC-1 = MURO DE CONCRETO DE 25 CM DE ESPESOR MM-15 = MURO DE MAMPOSTERIA DE 15 CM DE ESPESOR MC-2 = MURO DE CONCRETO DE 25 CM DE ESPESOR MC-3 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR LADRILLO ROJO RECOCIDO MC-4 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR MC-5 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR MC-6 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR MC-7 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR MMR-15 = MURO DE MAMPOSTERIA REFORZADO DE 15 CM DE ESPESOR MM-15 = MURO DE MAMPOSTERIA DE 15 CM DE ESPESOR TABICON LIJERO DE CEMENTO-ARENA (TEPEXIL) LADRILLO ROJO RECOCIDO, CON 1 VARS DE 1/4″ DE ALTA RESISTENCIA MC-8 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR MC-9 = MURO DE CONCRETO DE 14.5 CM DE ESPESOR LECHO INFERIOR L.I. LECHO SUPERIOR L.S. @ 30 CM EN SENTIDO LONGITUDINAL