Avalos House – Corrientes – Argentina DWG Block for AutoCAD

Avalos House – Corrientes – Argentina – Plants – facades – Facilities

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

m.nº, ayacucho street, adrema:, to build, built without permission, built with permission, to be demolished, address :, arch. carlos r. last artieda, calculation :, arq. ramón luis benítez, project:, upper floor, cut aa, east view, ground floor, roof plant, floor plan:, new work, common, type, brick, mamp., fine, digit :, folio:, letter :, exp.nº, destination:, detached house, owner :, location, neighborhood :, city of currents, street :, references :, total area to be demolished ……….., sup. existing total with permission …, sup. total to build …………….., sup. total existing without permission …, req., proj., coef., ventilation, area, dimensions, lighting, carp, slab, latex, pint., cover, roof, ceiling., premises, destination no., esp. , subfloor, floor, zocalo, revoq, termin., structures, gallery, living room, hallway, kitchen, laundry, toillette, step, bedroom, dressing room, bathroom, bathroom, balcony, study, ante – bathroom, ceramic , wood, lime, machimbre, prepint., plaque, plaster, aluminum, color, duct, ventilation and lighting sheet, worksheet, detail of bases, position, section, ideal, total, beam, p.prop ., section, load, cant., rupture, service, armor, sep., stirrups, columns, structure covered wood view, reactions, slabs, lights, loads, bonds, conditions, observations, fey, calculation, moment of, fex, vei, beams, light, diagram, adopta, mta, moments, mmax, rbi, rbd, mtb, faith tranche, cant., faith support, bent bars, adm, p pt, tension, bases, sep., main, school, empty bre room, santa rita, court bb, south view, north view, kitchen, laundry, bathroom, bathroom, bedroom, dressing room, step, gallery, patio, living room, study, before, living, balcony, hallway, applied, by kitchen, by bath, lightened, drywall or flattened metal supported by metal frame, angle anchored with screws or bolts to secure each floor to the floor, stairs with footprints and superelevations, sanitary facilities, city of currents, llp, ppa, c . camera, vertical, home :, etim – gaby, arq. luis benitez, arch. carlos r. last, location:, plant structure, date, sheet type:, electrical installation, summary, number of circuits, number of mouths of light, number of outlets, amount of air conditioning, amount of hot water tank, total, service classified as :, housing , type of supply :, air, type of installation:, stuffed, requested voltage :, simultaneity coefficient :, power to supply:, address :, by the owner’s administration, installer :, monofasic meter, air fuse, dashboard detail, power to supply total, factor of simultaneity, power to supply, others, water pump, cant. special shots, cant. takes, cant. mouths, cant. circuits, meter, h i, kln, bronze terminal

Raw text data extracted from CAD file:

\A1;3.22 \A1;2.98 \A1;2.72 \A1;0.60 \A1;1.38 \A1;0.60 \A1;2.73 \A1;3.07 \A1;3.10 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;2.85 \A1;5.20 \A1;2.85 \A1;3.13 \A1;2.07 \A1;3.18 \A1;3.03 \A1;1.00 \A1;1.00 \A1;4.02 \A1;2.89 \A1;2.48 \A1;3.17 \A1;0.70 \A1;1.00 \A1;2.25 \A1;3.22 \A1;2.00 \A1;1.40 \A1;3.03 \A1;3.62 \A1;2.58 \A1;3.03 \A1;3.18 L1 0.10 \A1;a1 \A1;a2 \A1;b2 \A1;b1 \A1;3.22 \A1;2.98 \A1;3.18 \A1;3.03 \A1;2.00 \A1;3.03 \A1;3.17 \A1;2.48 \A1;3.04 \A1;2.89 \A1;3.13 \A1;4.02 \A1;3.04 \A1;5.20 \A1;0.83 \A1;0.69 \A1;0.69 \A1;0.84 \A1;0.68 \A1;0.68 \A1;0.68 \A1;0.68 \A1;3.04 \A1;3.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;3.20 \A1;3.05 \A1;3.01 \A1;2.77 \A1;1.17 \A1;2.90 \A1;0.57 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.80 \A1;5.23 \A1;0.68 \A1;0.68 \A1;0.68 \A1;0.68 \A1;0.30 \A1;3.00 \A1;0.84 \A1;0.84 \A1;0.84 \A1;0.84 \A1;3.35 \A1;6.70 \A1;5.03 \A1;3.35 \A1;1.68 \A1;7.37 M.Nº L.Nº 87 Calle S/N Calle S/N Calle Ayacucho Calle S/N ADREMA: 31.00 24.00 \A1;0.20 \A1;6.00 \A1;0.20 \A1;3.70 \A1;0.25 \A1;0.20 \A1;5.00 \A1;0.20 \A1;5.40 \A1;0.20 \A1;8.52 \A1;6.40 \A1;6.40 \A1;3.00 \A1;1.10 \A1;0.20 \A1;1.80 \A1;0.15 \A1;1.10 \A1;0.15 \A1;2.10 \A1;0.15 \A1;3.04 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.15 \A1;1.20 \A1;0.10 \A1;2.15 \A1;0.20 \A1;1.80 \A1;0.20 \A1;0.30 \A1;2.30 \A1;0.20 \A1;4.05 \A1;0.15 \A1;1.80 \A1;0.20 \A1;0.80 \A1;2.24 \A1;1.06 \A1;0.90 \A1;0.30 \A1;2.75 \A1;0.30 \A1;2.75 \A1;0.30 \A1;2.66 \A1;0.15 \A1;0.30 \A1;0.85 \A1;0.18 \A1;6.40 \A1;0.20 \A1;2.90 \A1;0.10 \A1;3.00 \A1;0.20 \A1;8.40 \A1;0.20 \A1;3.00 \A1;0.15 \A1;0.95 \A1;0.10 \A1;1.80 \A1;0.20 \A1;1.80 \A1;0.20 \A1;6.40 \A1;2.00 \A1;3.04 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.90 \A1;4.10 \A1;2.85 \A1;2.35 \A1;0.85 \A1;2.35 \A1;3.03 \A1;0.20 \A1;3.00 \A1;0.15 \A1;1.40 \A1;0.15 \A1;2.09 \A1;1.53 \A1;1.22 \A1;2.85 \A1;2.60 \A1;0.30 \A1;3.80 \A1;2.45 \A1;1.90 \A1;2.52 \A1;2.72 \A1;2.35 \A1;0.50 \A1;3.45 \A1;1.20 \A1;7.50 \A1;5.10 \A1;0.99 \A1;1.51 \A1;7.60 \A1;2.68 \A1;0.90 \A1;2.06 \A1;1.88 \A1;2.35 \A1;0.50 \A1;3.45 \A1;1.20 \A1;7.50 \A1;0.90 \A1;3.60 \A1;1.96 \A1;1.74 \A1;0.35 \A1;4.51 \A1;2.34 \A1;8.17 \A1;9.05 \A1;1.15 \A1;2.60 \A1;7.00 \A1;7.00 \A1;2.00 \A1;0.30 \A1;3.14 \A1;7.60 \A1;2.00 \A1;3.17 \A1;4.80 \A1;3.70 \A1;2.50 \A1;3.70 \A1;1.77 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;6.30 \A1;5.02 \A1; \A1; \A1; \A1; \A1; 1 2 3 4 5 1 2 3 4 5 6 7 8 9 13 12 11 10 14 1 2 3 4 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 A CONSTRUIR CONSTRUIDO SIN PERMISO CONSTRUIDO CON PERMISO A DEMOLER DOMICILIO: Mendoza Nº: 1003 M.M.N° 1634-C.P.N° 3634 DIRECCION: DOMICILIO: Mendoza Nº: 1003 M.M.N° 1557- C.P.N°3485 Arq. Carlos R. Dure Artieda CALCULO: Arq. Carlos R. Dure Artieda DOMICILIO: Mendoza Nº: 1003 Arq. Ramón Luis Benítez M.M.N° 1634-C.P.N° 3634 M.M.N° 1557- C.P.N°3485 PROYECTO: A DEMOLER CONSTRUIDO CON PERMISO CONSTRUIDO SIN PERMISO M.M.N° 1557- C.P.N°3485 M.M.N° 1634-C.P.N° 3634 Arq. Ramón Luis Benítez PROYECTO: DOMICILIO: Mendoza Nº: 1003 DOMICILIO: Mendoza Nº: 1003 M.M.N° 1557- C.P.N°3485 Arq. Carlos R. Dure Artieda CALCULO: PLANTA ALTA CORTE A-A VISTA ESTE PLANTA BAJA PLANTA DE TECHOS S/N -----m2 -----m2 ---- m2 169.74 m2 PLANO DE: OBRA NUEVA COMUN COMUN COMUN COMUN TIPO LADRILLO MAMP. FINO DIGITO: FOLIO: LETRA: AÑO: 2001 EXP.Nº DESTINO: VIVIENDA UNIFAMILIAR Esc.: 1:100.- PROPIETARIO: DIRECCION: UBICACIÓN Sup. Planta Alta ..... 53.05 m2 Sup. de Terreno ........ 744.00 m2 Sup. Planta Baja ..... 116.69 m2 BARRIO: Ciudad de Corrientes CALLE: DOMICILIO: Mendoza Nº: 1003 A CONSTRUIR REFERENCIAS: Superficie Total a Demoler ........... Sup. Total Existente con permiso ... Arq. Carlos R. Dure Artieda Sup. Total a Construir ................. Sup. Total Existente sin permiso ... PROPIETARIO: REQ. PROY. COEF. PROY. VENTILACION REQ. % M² B A AREA DIMENSIONES ILUMINACION CARP. LOSA TIPO TIPO LATEX LATEX TIPO LATEX LATEX PINT. REVEST. CUBIERTA CIELOR. PINT. LOCALES Nº DESTINO TIPO ESP. 10 CM. 10 CM. TIPO 12 CM. Nº DESTINO H°P° H°P° H°P° H°P° TIPO CONTRAPISO LOCALES PISO ZOCALO REVOQ TERMIN. PROPIETARIO: Sup. Total Existente sin permiso ... Sup. Total a Construir ................. Sup. Total Existente con permiso ... Superficie Total a Demoler ........... REFERENCIAS: CALLE: BARRIO: Sup. Planta Baja ..... 81.29 m2 Sup. de Terreno ........ 547.84 m2 Sup. Planta Alta ..... --- m2 UBICACIÓN PROPIETARIO: Esc.: 1:100.- VIVIENDA UNIFAMILIAR DESTINO: EXP.Nº AÑO: 2001 LETRA: FOLIO: DIGITO: ESTRUCTURAS PLANO DE: -----m2 81.29m2 -----m2 -----m2 \fArial MT Black|b0|i0|c0|p2;PLANTA DE TECHOS \fArial MT Black|b0|i0|c0|p2;PLANTA BAJA COMUN COMUN COMUN LOSA LOSA LATEX LATEX LATEX H°P° H°P° H°P° COMUN COMUN COMUN LOSA LATEX LATEX LATEX H°P° H°P° H°P° COMUN COMUN COMUN LOSA LATEX LATEX LATEX H°P° H°P° H°P° b1 b2 b3 b4 b5 b6 b7 b8 b9 b10 b11 1.1 1.2 Galeria Sala - Comedor Pasillo Cocina Lavadero Toillette Paso Dormitorio Vestidor Ante Baño Baño Estar Balcon COMUN COMUN LOSA LATEX LATEX 10 CM. 10 CM. H°P° H°P° COMUN COMUN COMUN LATEX LATEX LATEX 10 CM. 10 CM. 10 CM. H°P° H°P° H°P° 1.3 1.4 1.5 1.6 1.7 Paso Estudio Dormitorio Dormitorio Paso COMUN LATEX 10 CM. H°P° 1.8 Ante - Baño 12 CM. 12 CM. 12 CM. 12 CM. 12 CM. 12 CM. 12 CM. 12 CM. 12 CM. 12 CM. CERAMICO CERAMICO CERAMICO MADERA CERAMICO CERAMICO CERAMICO MADERA CERAMICO CERAMICO MADERA CERAMICO MADERA CERAMICO MADERA CERAMICO CERAMICO MADERA CERAMICO MADERA CERAMICO CERAMICO CERAMICO MADERA CERAMICO MADERA CERAMICO MADERA CERAMICO MADERA CERAMICO CERAMICO CERAMICO CERAMICO CERAMICO CERAMICO CERAMICO CERAMICO A LA CAL A LA CAL A LA CAL A LA CAL A LA CAL A LA CAL A LA CAL A LA CAL CERAMICO CERAMICO CERAMICO CERAMICO CERAMICO Machimbre CHAPA HG° PREPINT. CHAPA HG° PREPINT. CHAPA HG° PREPINT. PLACA DE YESO PLACA DE YESO PLACA DE YESO CHAPA HG° PREPINT. PLACA DE YESO CHAPA HG° PREPINT. PLACA DE YESO PLACA DE YESO CHAPA HG° PREPINT. PLACA DE YESO CHAPA HG° PREPINT. ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR ALUMINIO COLOR 2.90 11.00 5.40 6.00 1.85 6.08 3.05 3.70 1.53 2.85 1.22 2.10 1.10 3.20 3.00 4.05 1.80 2.40 1.20 1.80 1.80 2.15 3.22 2.35 1.40 2.09 0.85 3.80 2.85 2.35 3.00 2.90 3.00 3.00 0.90 4.10 0.95 2.45 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 3.69 9.00 2.33 8.70 6.70 3.23 1.46 7.57 3.87 2.16 4.32 12.15 3.52 2.56 4.36 11.28 11.25 32.40 31.90 3.24 1.12 1.12 0.43 0.25 0.35 1.21 0.42 0.21 0.38 0.75 0.32 0.67 0.87 0.90 0.36 0.23 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 10 % 2.80 2.49 2.41 1.84 1.54 CONDUCTO PLANILLA DE VENTILACION E ILUMINACION PLANILLA DE LOCALES PLANTA ALTA a1 a2 b2 b1 d a3 \A1;h DETALLE DE BASES Fb POSICION 520.60 520.60 520.60 520.60 520.60 520.60 520.60 520.60 520.60 520.60 520.60 520.60 588.40 588.40 588.40 588.40 588.40 588.40 588.40 588.40 588.40 588.40 588.40 588.40 SECCION (cm2) IDEAL 0.30 0.30 C29 C28 0.30 0.30 0.30 0.30 C27 C26 C25 C24 C23 C22 C21 C20 C19 C18 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 C8 C17 C16 C15 C14 C13 C12 C11 C10 C9 V4 3.54 3.24 8.39 0.30 8.09 V10 0.30 4.00 3.75 2.68 0.30 0.30 0.30 4.30 0.30 2.98 V7-V8 V8 4.05 0.30 0.30 0.30 0.30 0.30 0.30 0.30 C7 C6 C5 C4 C3 C2 C1 6.87 V6-V7 0.30 V9-V10 5.39 7.17 2.45 7.30 2.83 7.88 2.33 2.83 0.30 0.30 0.30 0.30 0.30 0.30 0.30 2.15 7.00 2.53 7.58 2.03 2.53 V2 V3-V4 V6 V1-V2 V3 V1 (t) (t) (t) Total VIGA P.Prop. TRAMO CARGA 4 15.0 2.01 8 4 20.00 400.00 20.00 3.10 3.10 33.84 67.70 33.84 67.70 4 20.00 400.00 20.00 20.00 400.00 20.00 4 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 33.84 67.70 4 20.00 400.00 20.00 20.00 400.00 20.00 4 4 20.00 400.00 20.00 20.00 400.00 20.00 4 4 20.00 400.00 20.00 20.00 400.00 20.00 4 4 20.00 400.00 20.00 20.00 400.00 20.00 4 20.00 400.00 20.00 4 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 0.28 15.0 4 0.28 Cant. 3.14 20.00 400.00 20.00 3.10 2.50 2.50 2.50 2.50 3.10 3.10 3.10 3.10 3.10 76.50 38.25 38.25 76.50 76.50 38.25 76.50 38.25 76.50 38.25 3.14 4 20.00 400.00 20.00 20.00 400.00 20.00 4 3.14 3.14 4 20.00 400.00 20.00 20.00 400.00 20.00 4 3.14 20.00 400.00 20.00 4 3.14 3.10 3.10 3.10 3.10 3.10 3.10 38.25 76.50 38.25 76.50 38.25 76.50 38.25 76.50 38.25 76.50 38.25 76.50 38.25 76.50 (mts.) CARGA RUPTURA DE CARGA DE SERVICIO (t) (t) h 30.00 900.00 900.00 30.00 4 3.14 4 20.00 400.00 20.00 20.00 400.00 20.00 4 3.14 3.14 4 20.00 400.00 20.00 20.00 400.00 20.00 4 3.14 3.14 4 20.00 400.00 20.00 20.00 400.00 20.00 4 12 3.14 cm2 d2 d1 (cm) cm2 ARMADURA 0.28 4 15.0 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 sep. ESTRIBOS COLUMNAS 12 12 12 12 12 12 12 12 12 12 12 M.M.N° 1557- C.P.N°3485 M.M.N° 1634-C.P.N° 3634 Arq. Ramón Luis Benítez Arq. Carlos R. Dure Artieda Arq. Carlos R. Dure Artieda Arq. Ramón Luis Benítez M.M.N° 1634-C.P.N° 3634 M.M.N° 1557- C.P.N°3485 Cubierta Chapa HG° Color \A1;Cabreada Madera \A1;Cubierta Chapa H°G° N°24 Color Pendiente 15% Estructura Cubierta Madera Vista \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Baranda Balcón Madera \A1;Mamp. Ladrillos Comunes Reboque Int. Completo \A1;Mamp. Ladrillos Comunes Visto c/Pintura Incolora Impermeable \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Cubierta Chapa H°G° N°24 Color Pendiente 15% 1 2 3 4 5 6 7 8 9 13 12 11 10 14 L1 0.12 L2 0.12 L3 0.12 L4 0.12 Ry REACCIONES 0.85 L3 4.10 3.10 0.77 550 aa L4 4.80 2.00 0.55 0.42 550 aa LOSAS LUCES (mts.) POSICION lx ly L1 L2 6.20 5.30 4.10 3.10 1.13 0.85 ly/lx 0.50 0.77 q 550 550 CARGAS (t/m2) aa aa Rx (t/m) VINCULOS DE CONDICIONES OBSERVACIONES 20.0 4.2 20.0 4.2 0.02 17.00 14.00 0.66 4.2 0.02 17.00 14.00 0.28 20.0 4.2 20.0 4.2 4.2 Fey 0.04 0.02 17.00 14.00 17.00 14.00 1.16 0.66 (cm) d (cm) h My Mx cm2 (t/m) CALCULO MOMENTO DE 20.0 20.0 4.2 4.2 20.0 20.0 cm2 sep. sep. Fex ARMADURA z1 c1 z2 c2 z3 c3 z4 c4 z5 c5 z6 c6 z7 c7 z8 c8 z9 c9 z10 c10 z11 c11 z12 c12 z13 c13 z14 c14 z15 c15 z16 c16 z17 c17 z18 c19 vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei vei c19 c20 c21 c22 c23 c24 c25 c26 c27 c28 c30 c29 c31 c33 v1 v2 v3 v6 v8 v5 vc vc vc vc vc c32 v9 v10 ve ve ve ve 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 ESTRIBOS ql2 V8 V6-V7 3.20 2.90 V5 V1-V2 VIGAS V3-V4 POSICION ql1 (t/m) q L2 L1 (mts.) LUZ 1.85 4.10 2.50 3.20 CARGAS DE DIAGRAMA 25.0 adop. 0.71 1.05 2.40 3.72 2.23 2.68 2.48 13.2 16.8 14.6 20.0 20.0 0.81 1.35 Mta (t) MOMENTOS 2.05 1.45 2.40 Mmax 3.75 2.89 1.73 3.72 2.23 Rbi Rc Rbd REACCIONES Ra 18.4 11.3 13.5 20.0 20.0 b 20.0 Mtb h2 h1 DIMENSIONES (cm) 1.7 3.7 8 12 4 10 2.3 8 2 8 2 8 2 8 2 6 6 4 4 Fe tramo cant. 3.3 2.2 12 10 12 3.7 Fe apoyo ht cm2 cm2 cm2 ARMADURA cant. 8 2 8 2 8 2 8 2 8 8 2 2 6 6 6 4 4 4 BARRAS DOBLADAS A cant. cant. B 18 18 18 18 18 sep. 25.0 20.0 30.0 30.0 b1 ADM. (cm) P Pt TENSION POSICION Z14 Z15 Z16 Z17 Z13 Z12 Z11 Z10 Z9 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 60.0 70.0 70.0 100.0 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.30 4.05 2.98 0.30 4.30 3.54 8.39 Z7 Z1 Z4 Z8 Z2 Z3 Z5 Z6 5.00 5.00 5.00 5.00 9.00 5.00 5.00 5.00 100.0 100.0 100.0 80.0 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 7.17 5.39 a2 a1 (t) 2.83 2.33 7.88 a3 7.30 2.83 2.45 BASES DIMENSIONES (mts.) (t) 0.15 0.15 0.02 14.0 10.5 0.0 18.1 15.8 28.0 25.4 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.15 15 8 15 8 15 8 15 8 15 8 15 8 15 8 15 8 15 8 30.0 30.0 30.0 30.0 30.0 5 19 16 5 23 21 33 30.0 30.0 30.0 30.0 17.7 12.0 28.1 25.7 13.4 29.9 8.16 10.3 (cm) h 0.10 25.0 20.0 30.0 30.0 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 b2 d1 d2 M1 M2 0.10 15 8 15 8 15 8 15 8 15 8 15 8 15 8 15 8 Sep. 30 23 17 31 18 32 13 15 30.0 30.0 (cm) Principal cm2 cm2 ht d adop. 30.0 30.0 30.0 30.0 30.0 30.0 15 6 15 6 15 6 15 6 15 6 15 6 15 6 15 6 15 6 0.15 15 6 15 6 15 6 15 6 15 6 15 6 15 6 15 6 Sep. cm2 Scundaria ARMADURA COLUMNAS MOMENTOS Z18 5.00 0.80 15 8 30.0 15 6 520.60 520.60 520.60 520.60 C33 C32 0.30 0.30 0.30 0.30 C31 C30 0.30 0.30 0.30 0.30 3.10 3.10 33.84 67.70 33.84 67.70 4 20.00 400.00 20.00 20.00 400.00 20.00 4 3.10 3.10 33.84 67.70 33.84 67.70 4 20.00 400.00 20.00 20.00 400.00 20.00 4 0.28 4 15.0 15.0 4 0.28 0.28 4 15.0 15.0 4 0.28 Vacio Sobre Sala Santa Rita S/N Ciudad de Corrientes DOMICILIO: B° San Jeronimo G.10 Mza.26 Mb.2 Dpto. 3 \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Cubierta Chapa H°G° N°24 Color Pendiente 15% CORTE B-B VISTA SUR VISTA NORTE \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo \A1;Mamp. Ladrillos Comunes Reboque Ex. Completo Cubierta Chapa HG° Color 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COCINA LAVADERO TOIL° BAÑO ANTE BAÑO DORMITORIO VESTIDOR PASO GALERIA PATIO PATIO SALA-COMEDOR 5 DORMITORIO DORMITORIO b1 b2 b4 b3 b5 b6 b7 b11 b10 b8 b9 1.5 1.4 1.8 1.9 1.6 1.3 1.1 1.2 1.7 ESTUDIO ANTE BAÑO PASO PASO ESTAR BALCON BAÑO PASILLO 5 5 5 5 5 COMUN LATEX 10 CM. H°P° 1.9 Baño CERAMICO MADERA A LA CAL PLACA DE YESO CHAPA HG° PREPINT. ALUMINIO COLOR A LA CAL A LA CAL A LA CAL A LA CAL A LA CAL A LA CAL CERAMICO CERAMICO PLACA DE YESO Machimbre Machimbre Machimbre Machimbre Aplicado Aplicado Aplicado Aplicado Aplicado Aplicado CHAPA HG° PREPINT. ALUMINIO COLOR CHAPA HG° PREPINT. ALUMINIO COLOR ALUMINIO COLOR LOSA LOSA LOSA ALUMINIO COLOR ALUMINIO COLOR LOSA b1 b2 b3 b4 b5 b6 b7 b8 b9 b10 b11 1.1 1.2 Galeria Sala - Comedor PASILLO Cocina Lavadero Toillette Paso Dormitorio Vestidor Ante Baño Baño Estar Balcon 1.3 1.4 1.5 1.6 1.7 Estudio Dormitorio Dormitorio Paso 1.8 Ante - Baño 1.9 Baño 1.80 1.90 10 % 3.42 0.34 10 % POR COCINA POR BAÑO PASILLO POR BAÑO 3.24 1.12 1.12 0.43 0.25 0.35 1.21 0.42 0.21 0.38 0.75 0.32 0.67 0.87 0.90 0.36 0.23 0.34 0.72 0.72 0.72 1.54 Pasillo Pasillo 14.51 2.87 2.80 2.80 2.49 2.41 1.84 1.54 0.72 0.72 0.72 1.54 14.51 2.87 2.80 0.00 +0.15 +0.30 +0.40 +0.15 +0.30 +0.15 +0.40 +3.27 +3.12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Cubierta Chapa H°G° N°24 Color Pendiente 15% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 v4 5 5 v7 0.85 0.55 1.13 0.85 0.66 0.28 1.16 0.66 0.02 0.02 0.04 0.02 LOSA ALIVIANADA V10 V9 2.00 3.20 1.26 0.50 1.85 2.94 0.28 14.4 10.2 9.1 20.0 20.0 2.1 0.8 10 8 4 12 4.1 8 2 8 2 8 2 8 2 6 6 4 4 18 18 2.30 3.70 3.00 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 1.85 2.68 3.75 1.85 2.94 3.15 3.81 3.56 1.02 3.03 1.95 1.03 15.0 25.0 25.0 25.0 25.0 25.0 25.0 4 12 4.1 0.30 0.30 0.30 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 0.20 0.20 0.20 0.20 60.0 70.0 70.0 100.0 100.0 100.0 100.0 0.10 0.0 0.0 0.0 5 5 5 0.15 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.02 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 V5 5.09 588.40 588.40 520.60 520.60 520.60 76.50 76.50 67.70 67.70 67.70 38.25 38.25 33.84 33.84 33.84 3.10 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 400.00 400.00 400.00 400.00 4 3.14 15.0 4 0.28 12 4 3.14 12 15.0 4 0.28 4 3.14 12 15.0 4 0.28 4 3.14 12 15.0 4 0.28 4 3.14 12 15.0 4 0.28 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 2.01 8 \A1;Clavadoras 1.5"*2" \A1;Correas de Madera 2"*3" \A1;Cabio de Madera 3"*6" \A1;Correas de Madera 2"*3" \A1;Entablonadode Madera 0.75"*5" \A1;Clavadoras 1.5"*2" \A1;Correas Metálica PN"C" N° 14 \A1;Clavadora Metálica PN"C" N° 6 ESCALON DE CHAROLA METALICA LLENA CON CONCRETO DE 2" MINIMO 1 1/4"X 1/4"X1/8" ANGULOS DE APOYO TABLAROCA O METAL DESPLEGADO CON APLANADO SOPORTADOS POR BASTIDOR METALICO CANAL DE LARGUERO METALICO 10" MINIMO ANGULO ANCLADO CON TORNILLOS O PERNOS PARA ASEGURAR CADA LARGERO AL PISO ESCALERAS CON HUELLAS Y PERALTES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 60.0 60.0 60.0 60.0 60.0 60.0 vei 5 5 \A1;2.41 \A1;2.51 \A1;2.51 \A1;2.54 \A1;2.82 \A1;3.12 \A1;3.23 \A1;2.98 \A1;3.13 \A1;2.62 \A1;2.57 \A1;2.48 \A1;2.66 \A1;2.78 -----m2 -----m2 ---- m2 169.74 m2 Sup. Planta Alta ..... 53.05 m2 Sup. de Terreno ........ 744.00 m2 Sup. Planta Baja ..... 116.69 m2 Superficie Total a Demoler ........... Sup. Total Existente con permiso ... Sup. Total a Construir ................. Sup. Total Existente sin permiso ... \A1; \A1; \A1; \A1; \A1; 1 2 3 4 5 6 7 8 9 13 12 11 10 14 1 2 3 4 5 A DEMOLER CONSTRUIDO CON PERMISO CONSTRUIDO SIN PERMISO M.M.N° 1557- C.P.N°3485 M.M.N° 1634-C.P.N° 3634 Arq. Ramón Luis Benítez PROYECTO: DOMICILIO: Mendoza Nº: 1003 DOMICILIO: Mendoza Nº: 1003 M.M.N° 1557- C.P.N°3485 Arq. Carlos R. Dure Artieda CALCULO: S/N PLANO DE: INSTALACIONES SANITARIAS DIGITO: FOLIO: LETRA: AÑO: 2001 EXP.Nº DESTINO: VIVIENDA UNIFAMILIAR Esc.: 1:100.- PROPIETARIO: DIRECCION: UBICACIÓN BARRIO: Ciudad de Corrientes CALLE: DOMICILIO: Mendoza Nº: 1003 A CONSTRUIR REFERENCIAS: Arq. Carlos R. Dure Artieda PROPIETARIO: M.M.N° 1557- C.P.N°3485 M.M.N° 1634-C.P.N° 3634 Arq. Ramón Luis Benítez Arq. Carlos R. Dure Artieda M M M 1 2 3 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.00 CVV PVC O 110 +0.15 +0.40 +0.40 +0.30 0.00 +3.27 c ppm 0.019 c ppm 0.019 c ppm 0.013 c ppm 0.025 c ppm 0.025 c ppm 0.025 Colector c ppm 0.050 c ppm 0.025 c ppm 0.025 c ppm 0.019 c ppm 0.019 TR. Capacidad 2*1000 lts. M 1 2 3 VL LLP Du° I° L° PPA Ba° Bi° I° L° CI CS PA pvc 0.110 pcv 0.110 CVV 0.110 C. Camara Vertical pend. 1:50 pend. 1:50 Ba° Bi° I° I° I° L° PC° TT BI BA CI CS c pvc 0.110 c pvc 0.110 pend. 1:50 c pvc 0.063 c pvc 0.063 \A1; \A1;Sifon pvc 0.050 c ppm 0.019 c ppm 0.019 c ppm 0.019 c ppm 0.019 c ppm 0.025 c ppm 0.025 c ppm 0.025 c ppm 0.025 c ppm 0.025 c ppm 0.013 c ppm 0.025 c ppm 0.025 CDV pvc 0.110 CDV pvc 0.110 c ppm 0.025 c ppm 0.019 c ppm 0.019 c ppm 0.025 I° Bi° Ba° L° PPA c ppm 0.032 c ppm 0.013 c ppm 0.025 c ppm 0.025 Colector c ppm 0.050 c ppm 0.025 RP Canaleta PVC 0.15 Canaleta PVC 0.15 CB pvc 0.110 CB pvc 0.110 CB pvc 0.110 0.00 +0.15 +0.30 +0.40 +0.30 +0.30 0.00 +3.27 +3.12 +0.30 +0.15 +0.40 L1 0.10 M.Nº L.Nº 87 Calle S/N Calle S/N Calle Ayacucho Calle S/N ADREMA: 31.00 24.00 \A1;0.20 \A1;6.00 \A1;0.20 \A1;3.70 \A1;0.25 \A1;0.20 \A1;5.00 \A1;0.20 \A1;5.40 \A1;0.20 \A1;8.52 \A1;6.40 \A1;6.40 \A1;3.00 \A1;1.10 \A1;0.20 \A1;1.80 \A1;0.15 \A1;1.10 \A1;0.15 \A1;2.10 \A1;0.15 \A1;3.04 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.15 \A1;1.20 \A1;0.10 \A1;2.15 \A1;0.20 \A1;1.80 \A1;0.20 \A1;0.30 \A1;2.30 \A1;0.20 \A1;4.05 \A1;0.15 \A1;1.80 \A1;0.20 \A1;0.80 \A1;2.24 \A1;1.06 \A1;0.90 \A1;0.30 \A1;2.75 \A1;0.30 \A1;2.75 \A1;0.30 \A1;2.66 \A1;0.15 \A1;0.30 \A1;0.85 \A1;0.18 \A1;1.53 \A1;1.22 \A1;2.85 \A1;2.60 \A1;0.30 \A1;0.45 \A1;0.80 \A1;1.15 \A1;1.20 \A1;0.35 \A1;0.30 \A1;0.60 \A1;1.05 \A1;0.20 \A1;0.80 \A1;0.90 \A1;0.90 \A1;0.15 \A1;0.40 \A1;0.70 \A1;1.06 \A1;0.35 \A1;1.50 \A1;0.60 \A1;0.68 \A1;0.35 CASA: ETIM - GABY PROYECTO: ARQ. LUIS BENITEZ ARQ. CARLOS R. DURE UBICACION: B° SANTA RITA - CORRIENTES PLANTA ESTRUCTURA ESC. 1:100 FECHA 20/10/2001 LAMINA TIPO: \A1;0.10 \A1; \A1; \A1; \A1; \A1; 1 2 3 4 5 PLANTA BAJA 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 COCINA LAVADERO TOIL° BAÑO ANTE BAÑO DORMITORIO VESTIDOR PASO GALERIA PATIO PATIO SALA-COMEDOR 5 b1 b2 b4 b3 b5 b6 b7 b11 b10 b8 b9 PASILLO 5 5 +0.30 +0.40 +0.15 +0.30 +0.40 TOIL° b6 5 5 5 5 5 6.999150130880302 6.999150130880302 6.999150130880302 5 5 5 5 5 5 6.999150130880302 6.999150130880302 6.999150130880302 6.999150130880302 6.999150130880302 6.999150130880302 6.999150130880302 5 CASA: ETIM - GABY PROYECTO: ARQ. LUIS BENITEZ ARQ. CARLOS R. DURE UBICACION: PLANTA ESTRUCTURA ESC. 1:100 FECHA 20/10/2001 LAMINA TIPO: TE M TV \A1;0.20 \A1;0.30 \A1; \A1; \A1; \A1; \A1; 1 2 3 4 5 6 7 8 9 13 12 11 10 14 1 2 3 4 5 M.Nº L.Nº 87 Calle S/N Calle S/N Calle Ayacucho Calle S/N ADREMA: 31.00 24.00 S/N DESTINO: VIVIENDA UNIFAMILIAR Esc.: 1:100.- PROPIETARIO: DOMICILIO: B° S. Jeronimo G. 10 Mz. 26 Mb. 2 D. 3 BARRIO: Ciudad de Corrientes CALLE: PROPIETARIO: INSTALACION ELECTRICA PLANO DE: DIGITO: FOLIO: LETRA: AÑO: 2001 EXP.Nº UBICACIÓN RESUMEN N° W 5 42 28 6 1 4200 4200 9000 1500 CANTIDAD DE CIRCUITOS CANTIDAD DE BOCAS DE LUZ CANTIDAD DE TOMAS CANTIDAD DE AIRE ACONDICIONADO CANTIDAD DE TERMOTANQUE TOTAL 18.900 SERVICIO CLASIFICADO COMO: VIVIENDA TIPO DE ALIMENTACION: AEREA TIPO DE INSTALACION: EMBUTIDA TENSION SOLICITADA: 220 W COEFICIENTE DE SIMULTANEIDAD: 0.60 POTENCIA A SUMINISTRAR: 11.340 W M.M.N° 1557- C.P.N°3485 M.M.N° 1634-C.P.N° 3634 Arq. Ramón Luis Benítez PROYECTO: DOMICILIO: POR ADMINISTRACION DEL PROPIETARIO INSTALADOR: DOMICILIO: Mendoza Nº: 1003 Arq. Carlos R. Dure Artieda M \fTechnical|b0|i0|c0|p66;1 TG TS1 \fTechnical|b0|i0|c0|p66;2 \fTechnical|b0|i0|c0|p66;3 \fTechnical|b0|i0|c0|p66;4 \fTechnical|b0|i0|c0|p66;5 \fTechnic|b0|i0|c2|p2;Llave termomagnetica Diferencial tetrapolar 50 A. \fTechnic|b0|i0|c2|p2;Llave termomagnetica bipolar 25 A \fTechnic|b0|i0|c2|p2;Llave termomagnetica bipolar 25 A \fTechnic|b0|i0|c2|p2;Llave termomagnetica bipolar 32 A MEDIDOR MONOFASICO FUSIBLE AEREO DETALLE DE TABLERO TS2 0.60 w N° POTENCIA A SUMINISTRAR TOTAL FACTOR DE SIMULTANEIDAD POTENCIA A SUMINISTRAR OTROS BOMBA DE AGUA CANT. TOMAS ESPECIALES CANT. TOMAS CANT. BOCAS CANT. CIRCUITOS PLANTA ALTA PLANTA BAJA MEDIDOR 0.60 w N° 3 33 20 4 8280 3300 3000 6000 13800 3060 900 1200 5100 2 9 8 2 11.340 3000 1 1500 1.1 1.1 1.1 1.2 1.3 1.3 1.2 1.4 1.4 1.4 1.5 1.6 1.5 1.6 1.5 1.6 1.7 1.8 1.7 1.8 1.9 1.9 1.10 1.10 H" I" A A B B A B C D CD E F G E FG H I H I L L M M J K J J K N KLN O O Ñ Ñ P P Q R Q R PÑ T S S T M U V UV 2*6+T Subterraneo 2*1+T Subterraneo Puesta a Tierra Cable Cu° 6 mm \A1;18.9 2*2.5+T \A1;18.9 2*2.5+T \A1;18.9 2*2.5+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+T \A1;18.9 2*2.5+T \A1;18.9 2*2.5+T \A1;22.1 2*2.5+T \A1;18.9 2*2.5+T \A1;18.9 2*2.5+T \A1;21.0 2*2.5+T \A1;18.9 2*2.5+T \A1;18.9 2*2.5+T \A1;21.0 2*2.5+T 1 2 \A1;21.0 2*2.5+T \A1;21.0 2*2.5+T \A1;21.0 4*1.5+T \A1;21.0 2*2.5+T \A1;21.0 4*1.5+T \A1;21.0 4*1.5T \A1;18.9 2*2.51*1.5+T \A1;18.9 2*2.5+1*1.5+T \A1;18.9 2*2.5+2*1.5+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+T 3 \A1;21.0 2*4+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+1*1.5+T \A1;21.0 2*4+T \A1;21.0 2*4+T \A1;21.0 2*4+T \A1;21.0 2*4+T \A1;21.0 2*4+T \A1;21.0 2*4+T \A1;21.0 2*4+T \A1;21.0 2*1.5+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+T \A1;21.0 2*2.5+2*1.5+T \A1;21.0 2*1.5+T \A1;21.0 2*2.5+T \A1;18.9 2*2.5+2*1.5+T \A1;21.0 2*2.5+4*1.5+T \A1;21.0 2*1.5+T \A1;21.0 2*2.5+T \A1;20.1 3*4+T 4 5 4 5 4 5 \A1;21.0 3*4+T \A1;20.1 3*4+T \A1;20.1 3*4+T \A1;20.1 2*4+T \A1;20.1 2*2.5+T \A1;20.1 2*2.5+2*1.5+T \A1;20.1 4*1.5+T \A1;20.1 4*1.5+T \A1;20.1 3*4+T \A1;20.1 3*1.5+T \A1;20.1 2*2.5+T \A1;20.1 2*2.5+1*1.5+T \A1;20.1 2*2.5+T \A1;20.1 2*2.5+T \A1;20.1 2*2.5+T \A1;20.1 2*1.5+T \A1;20.1 2*2.5+T \A1;20.1 4*1.5+T \A1;20.1 2*2.5+T \A1;20.1 2*2.5+T \A1;20.1 2*2.5+T \A1;20.1 2*1.5+T \A1;20.1 2*4+T \A1;20.1 3*4+2*1.5T \A1;20.1 2*4+2*1.5T \A1;20.1 2*2.5+T \A1;20.1 4*1.5+T \A1;20.1 4*1.5+T \A1;20.1 4*1.5+T PLANTA BAJA PLANTA ALTA Cable desnudo 1x25mm -L= 1.50m-d19mm Jabalina Copperweld JL 19(x2) Bornera de bronce Contrapiso de h° pobre s/ Terreno natural -25.03282769401329 1.50 -25.03282769401329 \fArial MT Black|b0|i0|c0|p2;DETALLE DE PUESTA A TIERRA

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, argentina, aufenthalt, autocad, block, casa, chalet, dwelling unit, DWG, facades, facilities, haus, house, logement, maison, plants, residên, residence, unidade de moradia, villa, wohnung, wohnung einheit