Agroveterinaria DWG Full Project for AutoCAD

Agroveterinaria DWG Full Project for AutoCAD

Architectural Project for Housing and trade; which they are divided one local plant of Agroveterinaria and 2nd floor apartment. Plants – Cortes

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

american standard, kitchen sink bowl gourmet, porcelain white, american standard, kitchen sink bowl gourmet, porcelain white, kitchen sink bowl gourmet, porcelain white, esc:, vain box, kind, ledge, width, high, quantity, rest, in plant, picture, splices, dinning room, living room, passage, sshh, garden, sidewalk, kitchen, laundry, both senses, cut, esc, c: h, cut, c: h, c: h, esc, cut, c: h, esc, cut, esc, c: h, owner:, flat:, jacqueline bartra gomez, drawing: tlf:, teddy del aguila gronerth cap, draft, jr. ricardo palma tarapoto, tlf, sheet:, scale: indicated, date:, January, foundation plant distribution, foundation cuts, single family Home, p.g. in a corrido foundation., p.m. in running over., the quality of the materials will be the same as for the concrete, with dimension of, the masonry unit will be king kong bricks pacasmayo, the carrying capacity, ASTM grade steel, Technical specifications, masonry:, simple concrete with low resistance, reinforced, shoes, in columns beams., structural concrete, type of mortar c: a, Specified wall strength, structural., concrete:, beams columns, is assumed to be verified in, coatings, overload, floor, reinforcing steel, cut, esc, subfloor, typical lift of zapata column, variable level, flooring, specified, must be overlapped in the same section, esc, column box, level, first floor, for rest, garden, car port, cut, esc, c: h, min, details of stirrups, Mr. tedy del aguila gronerth sra., jr. ricardo palma tarapoto, flat:, Location, draft, owner, stairs foundations, may., flat:, scale, date, sea., design didujo cad:, indicated, foundation, esc:, for bricks king kong of fm filling completely, concrete surgeries, horizontal vertical expansion joints, Terrain resistance: in, Technical specifications, concrete columns, flat roof, concrete beams, reinforced concrete:, Concrete Cyclopean:, Surplus:, foundation:, mortar:, steel, resistance, overload:, concentration detail, of stirrups in columns., plant, flooring, cut, column, column, grill, variable, shoe box, shoe detail, kind, column box, bxt, cut, idem, bxt, kind, no floor, Mr. felix juvencio ruiz garcia sra. carmen dorila peña roman, passage, store, idem, cut, Orchard, dilatation meeting, seismic, cut, cut, cut, cut, detail of sardineles., esc, shoe of, stairs, idem, stair detail, esc, first stretch, first floor, second stretch, first floor, housing trade, Deposit, of corrugated iron, picture of standard hooks on rods, in the box shown., shaped into beams, the reinforcing steel used, they will stay in the concrete with, hooks which, they should end up in, the specified dimensions, column slab, note:, esc, cut, n.f.p, n.p.t., fc p.g., esc, sobrecimiento, foundation, rest, rest, rest, rest, see box, of columns, housing accommodation, San Martin, region:, San Martin, Province:, date:, lothar vasquez, bda of shilcayo, district:, drawing:, indicated, scale:, sheet:, owner:, Mr. francisco del aguila, design:, Location:, jr. ricardo palma, architecture, flat:, plant, plant, frontal, impulsion pipe, air chamber, elevated tank cut, automatic control stop start of electrob., registration with, safety cap, tank material, overflow pipe cleaning, scale:, f.p, p.t., ntn, scale:, f.p, p.t., ntn, scale:, f.p, p.t., ntn, scale:, f.p, p.t., ntn, scale:, f.p, p.t., ntn, scale:, f.p, p.t., ntn, scale:, f.p, p.t., ntn, of foundation, f.p, p.t., f.p, p.t., npt., flooring, typical shoe, scale:, compacted filling with its own material, n.p.t., concrete, poor concrete flooring, mesh, from Marco, Detail of reinforced concrete cistern, slab supporting tank raised cm, n.p.t., flooring, Staircase detail, esc, detail of stairs ii section, esc, kitchen laundry support structure, kitchen laundry, scale, cm slab, brick singing wall tambourine, cut, living room, dinning room, ss.hh., master bedroom, dinning room, to be, balcony, finished in rubbed cement, latex paint white, finished in rubbed cement, latex paint green color pear, finished in rubbed cement, latex paint sweet orange, latex paint white, finished in rubbed cement, Latex paint, blue, artistic, finished in rubbed cement, Latex paint, blue, artistic, finished in rubbed cement, Latex paint, blue, artistic, finished in rubbed cement, latex paint white, latex paint sweet orange, latex paint white, finished in rubbed cement, latex paint color sabila, finished in rubbed cement, latex paint sweet orange, finished in rubbed cement, latex paint sweet orange, ceramic wall san loren

Raw text data extracted from CAD file:

American Standard Kitchen Sink - 42" 3 bowl - Gourmet Porcelain - White American Standard Kitchen Sink - 42" 3 bowl - Gourmet Porcelain - White Kitchen Sink - 42" 3 bowl - Gourmet Porcelain - White A-1 ESC: 1/75 A-2 ESC: 1/50 A-2 ESC: 1/75 A-1 ESC: 1/75 A-2 ESC: 1/50 A-2 ESC: 1/75 A-2 ESC: 1/50 A-2 ESC: 1/75 CUADRO DE VANOS TIPO ALFEIZAR ANCHO ALTO CANTIDAD P-1 ---------------- 1.00 2.20 2 P-2 ---------------- 0.90 2.20 3 P-3 ---------------- 0.70 2.20 4 0.80 2.20 1 V-1 2 V-2 1.00 1.20 1 P-4 ---------------- 1.80 1.20 1.00 1.00 V-3 1.40 1.20 1 1.00 V-4 0.85 0.40 3 1.80 V-5 1.45 1.20 2 1.00 \A1;.60 \A1;.20 \A1;.60 \A1;.20 \A1;.25 \A1;.15 \A1;.125 \A1;.15 \A1;.125 \A1;.40 \A1;.40 \A1;.40 \A1;.60 \A1;.60 \A1;.45 \A1;.20 \A1;.125 \A1;.15 \A1;.125 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;.27 \A1;.15 \A1;.10 \A1;.40 \A1;.60 \A1;.10 \A1;Est. d8mm. 2@.05; 6@.10; 3@.15; Resto @.25 C/Ext. \A1;Especificado en Planta \A1;0.075 \A1;.25 \A1;.15 \A1;.35 \A1;.15 \A1;.25 \A1;6.45 \A1;2.00 \A1;4.50 \A1;4.40 \A1;2.65 \A1;4.00 \A1;4.00 \A1;2.15 \A1;4.45 \A1;1.85 \A1;4.65 \A1;3.47 \A1;3.40 \A1;2.73 \A1;1.50 \A1;.85 \A1;2.92 \A1;1.00 \A1;1.00 \A1;2.92 \A1;2.35 \A1;2.73 \A1;.40 \A1;1.20 \A1;1.00 \A1;.40 \A1;.60 \A1;.30 \A1;.20 \A1;.125 \A1;.15 \A1;.125 \A1;.30 \A1;1.79 \A1;ESPESOR \A1;0.25 \A1;VER CUADRO \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.05 \A1;0.25 \A1;b \A1;b \A1;a \A1;a \A1;.60 \A1;.40 \A1;.30 \A1;.60 \A1;.40 \A1;.50 \A1;.10 \A1;.05 \A1;.15 \A1;.30 \A1;.15 \A1;.50 \A1;.40 \A1;.10 \A1;.05 \A1;.30 \A1;.30 \A1;.60 \A1;.50 \A1;.40 \A1;.10 \A1;.05 \A1;.15 \A1;.50 \A1;.15 \A1;.15 \A1;.05 \A1;.10 \A1;.40 \A1;.50 \A1;.15 \A1;.15 \A1;.50 \A1;.50 \A1;.45 \A1;.15 \A1;.15 \A1;.45 \A1;.15 \A1;.30 \A1;.55 \A1;.25 \A1;.80 \A1;.50 \A1;.55 \A1;.15 \A1;.18 \A1;.25 \A1;.15 \A1;.18 \A1;.25 \A1;\Fsimplex.shx;G \A1;.30 \A1;.075 \A1;.30 \A1;.20 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;4 A .10 \A1;.20 \A1;.15 \A1;7 A .10 \A1;0.30 \A1;0.30 \A1;3 A .25 \A1;.10 \A1;.10 \A1;COLUMNA \A1;.15 \A1;4 A .10 \A1;.10 \A1;COLUMNA \A1;4 A .10 \A1;.10 \A1;.15 \A1;SEGUN EMPALMES \A1;.15 \A1;.30 \A1;.30 \A1;.20 \A1;.40 \A1;.80 \A1;.80 \A1;.40 \A1;.15 \A1;.90 \A1;.10 \A1;.05 \A1;1.20 \A1;.05 \A1;.15 \A1;.80 \A1;.50 \A1;.10 \A1;.15 DORMITORIO-2 COMEDOR SALA PASADIZO SSHH N.F.P=+0.85 1 2 JARDIN VEREDA N.F.P=-0.05 COCINA 3 N.F.P=+0.10 DORMITORIO-1 N.F.P=+0.85 N.F.P=+0.40 N.F.P=+0.40 LAVANDERIA 1 2 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 1 N.F.P=+0.40 N.F.P=+0.85 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-1 1 1 1 1 1 1 1 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 C-1 C-1 N.F.P=+0.85 C-2 C-2 C-2 C-2 -9305881.817543851 -9305881.817543851 d1/2" @.20 Ambos Sentidos 2 2 3 3 5 5 2 2 2 2 3 3 2 2 2 2 2 2 3 3 -9305881.817543851 -9305881.817543851 -9305881.817543851 CORTE 1-1 t (1.20 min.) T. MAX=6" T. MAX=3" Esc : 1/25 C:H 1:10+30%P.G C:H 1:8+35%P.M. N.F.P=Variable CORTE 2-2 N.F.P=Variable C:H 1:8+35%P.M. T. MAX=3" C:H 1:10+30%P.G T. MAX=6" t (1.20 min.) Esc : 1/25 N.F.P=Variable CORTE 4-4 -9305881.817543851 t (1.20 min.) C:H 1:10+30%P.G T. MAX=6" Esc : 1/25 CORTE 3-3 t (1.65 min.) T. MAX=6" T. MAX=3" Esc : 1/25 C:H 1:10+30%P.G C:H 1:8+35%P.M. N.F.P=+0.40 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 N.F.P=+0.85 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 N.F.P=+2.40 N.F.P=+1.65 d3/8"@.30 d3/8"@.30 PROPIETARIO: PLANO: JACQUELINE BARTRA GOMEZ DIBUJO: TLF: 52-5279 ARQ° TEDY DEL AGUILA GRONERTH CAP 2670 PROYECTO : E-01 JR. RICARDO PALMA 639 TARAPOTO TLF. 523013-CEL 620035 LAMINA: ESCALA: INDICADA FECHA: ENERO 2005 DISTRIDUCION PLANTA CIMENTACION Esc:1/75 CIMENTACION Y CORTES VIVIENDA UNIFAMILIAR -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 N.P.T=+0.90 3 % P.G. (MAX. 8") EN CIMIENTO CORRIDO. % P.M. (MAX. 3") EN SOBRECIMIENTO CORRIDO. LA CALIDAD DE LOS MATERIALES SERAN LOS MISMOS QUE PARA EL CONCRETO CON DIMENSION DE 9x12x24 5.3) LA UNIDAD DE ALBAÑILERIA SERA LADRILLO KING KONG 5 HUECOS PACASMAYO : LA CAPACIDAD PORTANTE : ACERO ASTM GRADO 60, fY=4,200 Kg/cm2 ESPECIFICACIONES TECNICAS ALBAÑILERIA: 5) f'c= C : H 1 : 10 + 30 CONCRETO SIMPLE DE BAJA RESISTENCIA f'c= 175kg/cm2,MURO REFORZADO f'c= 140kg/cm2,EN ZAPATAS f'c= 175Kg/cm2, EN COLUMNAS Y VIGAS. CONCRETO ESTRUCTURAL 5.2) TIPO DE MORTERO : 1:4 ( C:A ). 5.1) RESISTENCIA ESPECIFICADA DEL MURO f'm= 40Kg/cm2. f'c= C : H 1 : 8 + 25 ESTRUCTURAL. f'c= 100Kg/cm2 6.2) 6.1) CONCRETOS: 6) : COLUMNAS Y VIGAS : 3cm. : 100 Kg/m2 . ESTA ASUMIDA EN 1.00 Kg/cm2. (A SER VERIFICADA EN OBRA) RECUBRIMIENTOS 4) SOBRECARGA 3) SUELO 2) ACERO DE REFUERZO 1) 2 1 N.P.T=+0.45 CORTE 6-6 Esc : 1/25 Esc : 1/25 CONTRAPISO -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 C D E A F D C B A E 3 2 1 4 ELEVACION TIPICA DE COLUMNA Y ZAPATA -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 NIVEL VARIABLE NIVEL VARIABLE SOLADO d ESPECIFICADO -9305881.817543851 .50 .40 C 1/2" 3/8" d .60 5/8" SE DEBERA TRASLAPAR COMO MAXIMO EL 50% EN UNA MISMA SECCION -9305881.817543851 Esc : 1/25 CUADRO DE COLUMNAS C-2 4 d 3/8" NIVEL PRIMER PISO C-1 4 d 1/2" -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 PARA d 1/2" : d8mm 2@.05; 6@.10; 3@.15; Resto @.25 C/Ext. PARA d 3/8": d1/4". 2@.05; 6@.10; 3@.15; Resto @.25 C/Ext. 3 2 1 4 1 1 1 1 1 1 1 1 1 1 4 4 4 4 5 5 4 4 3 3 1 1 1 1 6 6 -9305881.817543851 -9305881.817543851 JARDIN CAR - PORT CORTE 5-5 t (1.65 min.) T. MAX=6" T. MAX=3" Esc : 1/25 C:H 1:10+30%P.G C:H 1:8+35%P.M. N.F.P=+0.10 N.F.P=+0.40 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 d3/8"@.30 d3/8"@.30 -9305881.817543851 -9305881.817543851 L L R O 1/4" 8mm. 3/8" 7.5cm. 2.0cm. L 10cm. 15cm. 3.0cm. 2.5cm. R min DETALLES DE ESTRIBOS 2 d 3/8" \A1;\S3#8;\H1.429x;" SR. TEDY DEL AGUILA GRONERTH Y SRA. JR. RICARDO PALMA C-09 - TARAPOTO PLANO: UBICACION PROYECTO PROPIETARIO CIMENTACIONES - ESCALERAS MAY. 2007 PLANO: ESCALA FECHA M.A.R. DISEÑO Y DIDUJO CAD: INDICADA CIMENTACION ESC: 1/50 PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm2 ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE CONCRETO - SOBRECIMIENTOS 200 kg/cm2 LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). RESISTENCIA DE TERRENO: 1.0Kg/cm2 (VER EN OBRA) ESPECIFICACIONES TECNICAS CONCRETO - COLUMNAS TECHO 2 PISO TECHO 1 PISO CONCRETO - VIGAS CONCRETO ARMADO: CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: MORTERO: ACERO RESISTENCIA SOBRECARGA: 200 kg/cm2 fc = 210 kg/cm2 fy = 4200 kg/cm2 fc = 210 kg/cm2 fc = 140 kg/cm2 DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. -9305881.817543851 1.50 ø1/2" A 0.15 PLANTA ø1/2" A 0.15 -9305881.817543851 -9305881.817543851 SOLADO Fc=100Kg/cm2 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 CORTE NF.-1.60 1.50 Z-1 -9305881.817543851 -9305881.817543851 COLUMNA -9305881.817543851 -9305881.817543851 COLUMNA PARRILLA ø1/2" A 0.15 VARIABLE CUADRO DE ZAPATAS DETALLE DE ZAPATAS a TIPO b CUADRO DE COLUMNAS bxt ø 2 CORTE IDEM 1ºPISO IDEM 1ºPISO 4ø5/8" 4ø1/2" bxt ø TIPO 1 Nº PISO 4ø5/8" + 2d1/2" ø3/8"@.25 .15x.45 C-2 .30x.30 ø3/8"@.25 4d5/8"+4d1/2" C-1 .30 .30 NPT.+0.00 Sr. FELIX JUVENCIO RUIZ GARCIA Y Sra. CARMEN DORILA PEÑA ROMAN PASADIZO TIENDA C-3 .15x.45 6ø1/2" ø3/8"@.25 IDEM 1ºPISO 1.00 CORTE 1-1 2@.15;RESTO@.25 A/E ø3/8": 1@.05;4@.10; 03 C1 01 02 C1 C2 C1 C1 C1 A C B C1 C2 C2 C2 C1 C1 Z4 Z2 Z2 Z4 Z3 Z1 Z1 Z3 2 2 3 3 3 3 1 1 2 2 3 3 3 3 2 2 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 6 6 HUERTA JUNTA DE DILATACION SISMICA 1.5Cm. 4ø1/2" -9305881.817543851 -9305881.817543851 -9305881.817543851 1 1 1 1 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 4ø1/2" -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 4ø1/2" CORTE 2-2 CORTE 3-3 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 4ø1/2" CORTE 4-4 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 4ø1/2" -9305881.817543851 -9305881.817543851 CORTE 5-5 -9305881.817543851 -9305881.817543851 CORTE 6-6 DETALLE DE SARDINELES. ESC. 1/25 ZAPATA DE ESCALERA C3 C-4 .15x.30 4ø3/8" ø1/4"@.25 IDEM 1ºPISO -9305881.817543851 4ø5/8" -9305881.817543851 2ø1/2" -9305881.817543851 -9305881.817543851 6ø1/2" -9305881.817543851 -9305881.817543851 4ø3/8" C4 C4 E D ø3/8"@0.25 -9305881.817543851 -9305881.817543851 DETALLE DE ESCALERA ESC ; 1/25 .176 -9305881.817543851 ø1/2"@0.25 ø3/8"@0.25 ø1/2"@0.25 -9305881.817543851 ø1/2"@0.25 -9305881.817543851 V-E1 -9305881.817543851 -9305881.817543851 ø1/2"@0.25 -9305881.817543851 ø3/8"@0.25 E=0.15 (TIPICO) PRIMER TRAMO PRIMER PISO ø3/8"@0.25 .176 -9305881.817543851 -9305881.817543851 ø1/2"@0.25 V-E1 ø3/8"@0.25 -9305881.817543851 V-E2 SEGUNDO TRAMO PRIMER PISO E=0.15 (TIPICO) ø1/2"@0.25 ø1/2"@0.25 C3 C3 C3 C3 4 4 4 4 4 4 NPT.+0.15 NPT.+0.15 COMERCIO - VIVIENDA DEPOSITO NPT.+0.15 VC (0.30X0.40 VC (0.30X0.40 VC (0.30X0.40 VC (0.30X0.40 VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) VC (0.15X0.40) Z-2 1.50 1.40 Z-3 Z-4 1.40 1.40 1.50 1.40 DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD EN VARILLAS EN EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA -9305881.817543851 G(cm) 5/8" 35 3/8" 20 ø 1/2" 25 1/4" 15 NOTA: ESC ; 1/25 4ø1/2" -9305881.817543851 -9305881.817543851 CORTE X-X -9305881.817543851 -9305881.817543851 N.F.P -9305881.817543851 N.P.T. X X fc = 100 kg/cm2 + 30% P.G. fc = 175 kg/cm2 s/c = 400 kg/cm2 -9305881.817543851 -9305881.817543851 N.P.T.= +2.47 N.P.T.= +2.47 N.P.T.= +3.70 1.15 1.15 s/c = 400 kg/cm2 ESC ; 1/25 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 SOBRECIMIENTO CIMIENTO -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 RESTO A .25 -9305881.817543851 RESTO A .25 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 RESTO A .25 -9305881.817543851 RESTO A .25 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 -9305881.817543851 VER CUADRO DE COLUMNAS .15 1.00 1.60 1.60 .43 .17 3.00 .20 6.95 6.78 .20 3.03 .30 .20 .20 2.00 .20 .17 .60 .10 .73 .075 .60 .90 .60 .90 2.10 6.78 6.78 6.95 6.95 .15 3.37 3.43 .57 .20 1.00 .15 1.00 .20 .00 1.60 .43 .20 2.95 .40 .17 3.00 .10 1.70 .10 1.10 .20 .10 1.80 .10 1.03 .20 .20 1.30 .32 3.00 .20 1.17 .36 1.50 .40 .32 3.00 .20 3.03 .20 2.54 .46 .20 .00 .17 .17 .34 .17 .17 .17 .17 .15 3.00 .20 3.03 .20 .20 1.00 1.40 .20 3.03 .20 .15 3.00 .20 3.43 VIVIENDA - ALOJAMIENTO PROYECT0: SAN MARTIN REGION: SAN MARTIN PROVINCIA: FECHA: LOTHAR VASQUEZ BDA. DE SHILCAYO DISTRITO: DIBUJO: ENERO-2014 INDICADA ESCALA: LAMINA: A-01 PROPIETARIO: \W5.15476; \W0.35714; SR. FRANCISCO DEL AGUILA DISEÑO: UBICACION: JR. RICARDO PALMA C-7 ARQUITECTURA PLANO: \W1.8;SEGUNDA PLANTA \C160; \H0.5001x;\C1;ESC. 1/50 \W1.8;PRIMERA PLANTA \C160; \H0.5001x;\C1;ESC. 1/50 .15 1.10 .15 2.43 .15 4.45 3.83 4.30 8.43 .15 1.80 .15 1.55 .15 4.67 1.87 .15 2.35 .15 3.65 4.52 4.51 12.98 .15 1.90 1.60 .15 2.56 1.80 1.42 2.00 .15 1.10 .15 3.65 4.52 4.52 12.98 .15 4.30 .15 1.23 .15 2.45 .15 8.43 4.30 3.83 .15 .15 3.65 4.52 4.51 12.98 .15 1.80 1.55 .15 3.27 .15 1.87 .15 2.35 .15 3.83 4.30 9.23 .15 1.60 3.95 .15 2.43 .15 1.10 9.23 4.30 3.83 .15 4.30 .15 1.23 .15 2.45 .15 .15 2.41 2.10 .15 3.65 4.52 4.51 12.98 .15 .15 1.00 .60 1.37 .15 1.10 .15 3.50 2.35 .20 3.85 .20 .55 .15 2.70 .50 .20 3.00 .20 .40 .15 7.30 7.15 .17 .17 .25 .25 .25 3.20 .20 1.00 2.00 .20 2.70 .50 .20 3.00 .20 .15 .25 .15 .15 2.70 .15 .35 .20 .60 2.40 .35 6.90 2.70 .50 .20 3.00 .20 3.20 2.20 1.00 .20 2.00 1.20 .30 2.50 .40 .20 3.20 .20 3.00 .20 .15 6.75 .15 1.55 .15 1.87 .15 2.35 .15 3.65 4.52 4.51 12.98 .15 .15 3.95 .15 2.13 3.83 4.30 9.23 1.10 4.15 .15 1.23 .15 2.45 9.23 4.30 3.83 .15 2.41 2.10 .15 3.65 4.52 4.51 12.98 .60 1.37 .15 1.80 .15 4.51 1.60 .15 .15 .15 1.00 .15 1.10 .15 3.50 .65 .65 .15 .15 \W1.8;PRIMERA PLANTA \C160; \H0.5001x;\C1;ESC. 1/50 .15 3.20 .20 3.00 .20 .15 6.90 3.20 .20 3.00 .20 .15 6.75 3.20 .20 3.00 .20 .15 6.75 .17 3.03 .20 3.00 .20 .15 6.75 2.50 .70 .20 1.00 1.40 .60 .20 .50 .20 .10 1.70 1.20 .20 2.20 .15 .35 3.20 .20 2.00 1.00 .20 2.00 .50 .70 .20 .90 2.10 .20 3.20 .20 .73 .075 2.10 .20 .10 3.20 2.00 1.00 .20 .20 3.20 .20 3.00 .20 .15 6.75 2.00 1.20 .20 2.60 .40 .20 1.00 1.00 .50 .70 .20 3.00 .20 .15 3.20 .20 2.60 .40 .35 .15 3.40 3.35 6.90 3.20 .20 3.00 .20 2.40 .15 3.85 .20 3.20 .10 1.80 .10 1.00 .20 .20 2.40 .80 .20 3.00 .20 6.60 6.75 .15 \W1.8;FACHADA FRONTAL \H0.5001x;\C1;ESC. 1/50 \W1.8;VISTAS V=600 lt TUBERIA DE IMPULSION d 1" CAMARA DE AIRE CORTE A-A TANQUE ELEVADO VENT.2" 2" CONTROL AUTOMATIC PARADA Y ARRANQ. DE ELECTROB. Registro con tapa de seguridad de material del tanque TUBERIA DE DE REBOSE Y LIMPIEZA d2" NFT=+8.30 1.10 \W1.8;CORTE A - A \H0.5001x;\C1;ESC. 1/50 \W1.8;CORTE E - E \H0.5001x;\C1;ESC. 1/50 \W1.8;CORTE B - B \H0.5001x;\C1;ESC. 1/50 \W1.8;CORTE C - C \H0.5001x;\C1;ESC. 1/50 \W1.8;CORTE D - D \H0.5001x;\C1;ESC. 1/50 \W1.8;CORTE C - C \H0.5001x;\C1;ESC. 1/50 \A1;1.50 \A1;1.50 \A1;d 1/2"@ 17.5 cm \A1;d 1/2"@ 17.5 cm Z-1 -2044.521576342994 -2044.521576342994 \A1;.30 \A1;.30 \A1;d 1/2"@ 17 cm -57.78956843731814 -57.78956843731814 Z-2 \A1;d 1/2"@ 17 cm \A1;.40 \A1;.80 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.40 \A1;.80 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.40 \A1;.40 \A1;.10 \A1;.15 \A1;.40 \A1;.40 \A1;.10 \A1;.15 \A1;.40 \A1;.40 \Lcorte 1-1 Escala: 1/25 -72.45649818921655 -72.45649818921655 -72.45649818921655 F.P P.T -72.45649818921655 -72.45649818921655 -72.45649818921655 NTN. +0.15 \Lcorte 2-2 Escala: 1/25 -72.45649818921655 -72.45649818921655 -72.45649818921655 F.P P.T -72.45649818921655 -72.45649818921655 -72.45649818921655 NTN. +0.15 \Lcorte 3-3 Escala: 1/25 -72.4564981892164 -72.4564981892164 -72.4564981892164 F.P P.T -72.4564981892164 -72.4564981892164 -72.4564981892164 NTN. +0.15 \Lcorte 4-4 Escala: 1/25 -72.4564981892163 -72.4564981892163 F.P P.T -72.4564981892163 -72.4564981892163 NTN. +0.15 \Lcorte 5-5 Escala: 1/25 -72.45649818921655 -72.45649818921655 F.P P.T -72.45649818921655 -72.45649818921655 NTN. +0.15 \Lcorte 6-6 Escala: 1/25 -61.33578527151749 -61.33578527151749 -61.33578527151749 F.P P.T -61.33578527151749 -61.33578527151749 -61.33578527151749 NTN. +0.15 -61.33578527151749 \Lcorte 7-7 Escala: 1/25 -61.33578527151747 -61.33578527151747 -61.33578527151747 F.P P.T -61.33578527151747 -61.33578527151747 -61.33578527151747 NTN. +0.15 -61.33578527151747 \A1;Estribos \A1;Varillas \A1;Est. d 3/8" 2@.05,4@.10,3@.15, Resto@.20 \A1;Columna C1 \A1;Var.6 d 1/2"+2 3/8" \A1;Est. d 3/8" 2@.05,4@.10,3@.15, Resto@.20 -69.84182018442412 -69.84182018442412 \A1;Var.4 d 5/8"+2d1/2" \A1;S E C C I O N \A1;Tipo \A1;Viga de Cimentacion 1 -69.84182018442412 -69.84182018442412 \A1;Est. d 3/8" 2@.05,4@.10,3@.15, Resto@.20 \A1;Columna C2 \A1;Var.4 d 5/8"+2d1/2" -69.84182018442412 -69.84182018442412 \A1;.30 \A1;.40 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.40 \A1;.40 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;.40 -2071.731445318246 -2071.731445318246 -2061.174593472926 -2061.174593472926 \A1;.30 \A1;.40 \A1;.20 \A1;.20 F.P P.T F.P P.T NPT. +0.15 SOLADO Fc=100Kg/cm2 -67.40150256955603 -67.40150256955603 -67.40150256955603 -67.40150256955603 -67.40150256955603 -67.40150256955603 -67.40150256955603 -67.40150256955603 \LDETALLE TÍPICO DE ZAPATA Escala: 1/25 VC-1 RELLENO COMPACTADO CON MATERIAL PROPIO RELLENO COMPACTADO CON MATERIAL PROPIO \A1;.25 \A1;.30 \A1;.60 \A1;.40 \A1;.60 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;VARIABLE \A1;.30 \A1;.20 -76.87344409129349 -76.87344409129349 \A1;.25 \A1;.20 -74.73977459514188 -74.73977459514188 \A1;1.45 \A1;.40 \A1;.50 \A1;.40 \A1;.10 \A1;.40 \A1;.15 \A1;.30 N.P.T. + 0.00 CONCRETO f'c=175Kg/Cm2 -2094.249720593854 -2094.249720593854 -2094.249720593854 -2094.249720593854 -2094.249720593854 -2094.249720593854 -2094.249720593854 -2094.249720593854 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 MALLA Ø 3/8" @ 0.20 MALLA Ø 3/8" @ 0.20 1 Ø 1/2" DE MARCO Ø 3/8" DETALLE DE CISTERNA DE CONCRETO ARMADO \A1;d 3/8" @ 0.20 \A1;d 3/8" @ 0.20 \A1;d 3/8" @ 0.20 \A1;d 3/8" @ 0.20 LOSA DE SOSTENIMIENTO DE TANQUE ELEVADO E=20 cm d3/8" @0.20 N.P.T. + 0.15 d3/8" @0.25 -43.28714998075666 -43.28714998075666 -43.28714998075666 SOLADO E=3" -43.28714998075666 -43.28714998075666 -43.28714998075666 -43.28714998075666 -43.28714998075666 d3/8" @0.20 -43.28714998075666 -43.28714998075666 -43.28714998075666 DETALLE DE ESCALERA I - TRAMO ESC. 1/25 -43.28714998075666 \A1;.08 \A1;.80 \A1;.70 \A1;.86 \A1;.51 \A1;.64 \A1;.30 \A1;.30 \A1;.15 \A1;.25 \A1;.17 \A1;.50 \A1;.30 \A1;.30 \A1;.15 -45.27537217944845 -45.27537217944845 VS 2 d3/8" @0.20 d3/8" @0.25 -45.27537217944845 DETALLE DE ESCALERA II - TRAMO ESC. 1/25 \A1;.55 \A1;.58 \A1;.60 \A1;.54 \A1;.60 ESTRUCTURA DE SOPORTE DE LAVADERO DE COCINA LAVADERO DE COCINA ESCALA : 1/25 LOSA DE C° A° F´C=175 Kg/cm2 E=7.5 cm LOSA DE C° A° F´C=175 Kg/cm2 E=7.5 cm LOSA DE C° A° F´C=175 Kg/cm2 E=7.5 cm MURO DE CANTO DE LADRILLO PANDERETA -63.68738003163112 -63.68738003163112 -63.68738003163112 -63.68738003163112 d 3/8" @ 0.25 d 3/8" @ 0.25 -63.68738003163112 \A1;1.70 \A1;1.70 \A1;1.30 \A1;1.30 \A1;d 1/2"@ 17.5 cm \A1;d 1/2"@ 17.5 cm -58.17305805361454 -58.17305805361454 Z-3 5 CORTE A - A \H0.5787x;\lESC:1/50 N.T.T:+6.75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.T.T:+6.58 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T:+3.35 N.P.T:+3.52 5 5 SALA NPT:+0.15 COMEDOR NPT:+0.32 SS.HH. NPT:+0.32 DORM.1 NPT:+0.32 DORM.PRINCIPAL NPT:+0.32 DORM.5 NPT:+3.52 COMEDOR NPT:+3.21 ESTAR NPT:+3.52 BALCON NPT:+3.52 5 ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR BLANCO + PINTURA LATEX COLOR BLANCO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR VERDE PERA ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR NARANJA DULCE + PINTURA LATEX COLOR BLANCO ACABADO EN CEMENTO FROTACHADO ACABADO EN CEMENTO FROTACHADO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR AZUL ARTICO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR AZUL ARTICO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR AZUL ARTICO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR BLANCO + PINTURA LATEX COLOR NARANJA DULCE + PINTURA LATEX COLOR BLANCO ACABADO EN CEMENTO FROTACHADO ACABADO EN CEMENTO FROTACHADO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR SABILA ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR NARANJA DULCE ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR NARANJA DULCE PARED CERAMICO SAN LORENZO ESCENZAFORTE BEIGE 0.36X0.36 PARED CERAMICO SAN LORENZO ESCENZAFORTE BEIGE 0.36X0.36 NEGRO d1 1/2" TUBO METALICO CROMADO NEGRO d 2" TUBO NEGRO d 2" TUBO METALICO CROMADO NEGRO d1 1/2" TUBO METALICO CROMADO NEGRO d 2" TUBO METALICO CROMADO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR NARANJA DULCE PARED CERAMICO SAN LORENZO MATISSE NARANJA 0.36X0.36 ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR BLANCO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX BLANCO HUMO ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR BLANCO 1 2 3 4 5 6 7 8 COCINA NPT:+0.15 COMEDOR NPT:+0.32 ESTUDIO NPT:+0.32 PAZILLO NPT:+3.52 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T:+3.52 N.T.T:+6.75 N.P.T:+3.52 N.P.T:+6.75 N.P.T:+3.52 N.T.T:+6.75 N.P.T:+3.52 N.P.T:+6.75 SALA NPT:+0.15 MUEBLE EMPOTRADO DE MADERA NEGRO d1 1/2" TUBO METALICO CROMADO NEGRO d 2" TUBO METALICO CROMADO LISTON MADERA 3 X 3" LISTON MADERA 3 X 3" CORREAS DE MADERA 2 X 2" PLANCHA ONDULADA Y TRANSLUCIDA ETERNIT LISTON MADERA CORREAS DE MADERA 2 X 2" PLANCHA ONDULADA Y TRANSLUCIDA ETERNIT 3 X 3" ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR AZUL ARTICO COCINA NPT:+0.15 PARED CERAMICO SAN LORENZO MATISSE NARANJA 0.36X0.36 MUEBLE EMPOTRADO DE MADERA MUEBLE EMPOTRADO DE MADERA ZOCALO h=.10 ESTUDIO NPT:+3.52 SALA NPT:+3.52 ESTAR NPT:+3.52 SS.HH.VISITA NPT:+3.52 N.P.T:+6.90 1 A B C E 2 3 A B C E 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 B C E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 5 A B C E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 6 1 7 10 11 12 13 14 9 15 16 17 18 19 20 C C C C A A B B C C E E F F A A B B C C E E F F 8 D D D D PELUQUERIA NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO POLAR MARFIL 0.45X0.45 QUIROFANO NPT.+ 0.15 SERVICIO DE BAÑO NPT.+ 0.15 PASILLO NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO BLANCO TOP 0.45X0.45 SS.HH. PERSONAL NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO BLANCO TOP 0.36X0.36 SS.HH. NPT.+ 0.15 PISO CERAMICO SAN LORENZO BLANCO TOP 0.36X0.36 PISO CERAMICO SAN LORENZO LINEA CONTEMPO BLANCO TOP 0.45X0.45 PISO CEMENTO PULIDO ATENCION AL PUBLICO NPT.+ 0.15 AREA DE VENTA AREA DE VENTA ALMACEN Y DEPOSITO NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO BLANCO TOP 0.45X0.45 PISO CERAMICO SAN LORENZO LINEA CONTEMPO POLAR MARFIL 0.45X0.45 DORM. 1 NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA NATURA MADERA BLANCA 0.45X0.45 DORM. 2 NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA NATURA MADERA BLANCA 0.45X0.45 DORM. PRINCIPAL NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA VANGUARDIA TAPIZ MARFIL 0.45X0.45 SS.HH. NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO TREVISO ARENA 0.36X0.36 SS.HH. NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO TREVISO ARENA 0.36X0.36 SS.HH. VISITA NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO TREVISO ARENA 0.36X0.36 SS.HH. NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO TREVISO ARENA 0.36X0.36 HALL INTIMO NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA NATURA MADERA BLANCA 0.45X0.45 COCINA NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA NATURA PIETRA BLANCO 0.36X0.36 SALA NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA VANGUARDIA STORM BEIGE 0.59X0.59 COMEDOR NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA VANGUARDIA STORM BEIGE 0.59X0.59 HALL NPT.+ 3.55 PISO CERAMICO SAN LORENZO LINEA VANGUARDIA STORM BEIGE 0.59X0.59 VACIO VACIO SALA NPT + 3.55 m. INGRESO NPT + 0.15 m. SS.HH. NPT + 0.15 m. DESCANSO NPT + 2.70 m. VEREDA NPT + 0.15 m. VACIO Proy. Techo Proy. Puerta Enrrollable Proy. Puerta Enrrollable Proy. Techo 5 Proy. Techo Proy. Techo h= 1.00 01 02 03 04 05 06 07 08 09 HOZPITALIZACION NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO BLANCO TOP 0.45X0.45 PISO CERAMICO SAN LORENZO LINEA CONTEMPO POLAR MARFIL 0.45X0.45 TOPICO NPT.+ 0.15 PISO CERAMICO SAN LORENZO LINEA CONTEMPO POLAR MARFIL 0.45X0.45 NPT.+ 0.15 AREA VENTA PISO CERAMICO SAN LORENZO LINEA CONTEMPO POLAR MARFIL 0.45X0.45 NPT.+ 0.15 SALA DE ESPERA EXHIBICION INGRESO 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 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 5 5 5 5 5 AGRO-VETERINARIA NPT + 0.15 m. ALMACEN NPT + 0.15 m. SS.HH. NPT + 0.15 m. \W0.58076; DORM.1 NPT + 3.55 m. \W0.58076; DORM.PRINCIPAL NPT + 3.55 m. SS.HH. NPT + 3.55 m. 5 5 5 5 5 5 INGRESO INGRESO 5 5 A B C E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 A B C E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B B C C E E F F D D VACIO VACIO VACIO 5 |7 18 \W0.58076; DORM.2 NPT + 3.55 m. HALL INTIMO NPT + 3.55 m. SS.HH. NPT + 3.55 m. SALA NPT + 3.55 m. COCINA NPT + 3.55 m. SS.HH. NPT + 3.55 m. \W0.58076; DORM.PRINCIPAL NPT + 3.55 m. PELUQUERIA NPT + 0.15 m. AREA DE VENTA NPT + 0.15 m. QUIROFANO NPT + 0.15 m. AREA DE VENTA NPT + 0.15 m. 5 5 5 5 VEREDA NPT + 0.15 m. AREA DE VENTA NPT + 0.15 m. SS.HH. NPT + 3.55 m. \W0.58076; DORM.2 NPT + 3.55 m. SS.HH. NPT + 3.55 m. HOSPITALIZACION NPT + 0.15 m. QUIROFANO NPT + 0.15 m. N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T:+6.90 N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16 15 14 13 12 11 10 VACIO Proyección de Techo Proyección de Techo NPT.+ 6.90 LAVANDERIA NPT.+ 6.90 AZOTEA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA DE VENTA NPT + 0.15 m. \W0.69416; SS.HH.SERVICIO NPT + 0.15 m. ALMACEN NPT + 0.15 m. PASILLO ALMACEN NPT + 0.15 m. NPT + 0.15 m. \W0.69416; SS.HH.PERSONAL NPT + 0.15 m. SERVICIO DE BAÑO NPT +- 0.00 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALL NPT + 3.55 m. ARMARIO EMPOTRADO NPT + 3.55 m. \W0.58076; DORM.2 NPT + 3.55 m. \W0.58076; DORM.1 NPT + 3.55 m. 5 5 5 ARMARIO EMPOTRADO N.P.T:+6.90 N.P.T:+3.55 N.P.T:+6.90 N.P.T:+3.55 NPT.+ 0.15 LAVABO Proyección de Techo Proyección de Techo Proyección de Loza C 2.00 P-1 CUADRO DE VANOS ALFEIZAR ANCHO TIPO 1 ---------------- 1.60 CANTIDAD ALTO P-2 2.30 2.30 ---------------- P-3 1 1 1.80 2.70 0.95 ---------------- 0.95 2 P-4 ---------------- 1.75 V-1 1 1.30 V-2 1.80 1 0.50 2.42 V-3 1.00 2.00 1.30 1.00 1.87 1 V-4 1 1.00 1 2.00 1.00 V-5 1.26 1.00 1.00 1 1.00 V-6 1.35 2.40 1 0.60 V-7 3.50 2.00 1 1.00 V-8 1.40 2.00 1 1.00 V-9 3.25 2.00 1 1.00 V-10 1.62 2.00 1 1.00 V-11 0.82 0.40 1 2.60 V-12 1.80 0.40 3 2.60 V-13 0.90 P-1 V-2 P-2 Proy. Loza P-3 P-4 P-4 P-6 P-5 P-5 P-6 2.00 0.85 2 P-5 ---------------- 2.00 0.80 5 P-6 ---------------- P-7 2.00 0.70 2 P-7 ---------------- P-7 P-6 P-7 P-7 P-7 P-6 P-6 2.40 1.00 3 P-7 ---------------- V-1 V-2 V-3 V-4 V-6 V-5 V-7 V-8 V-9 V-13 V-13 V-13 V-12 V-10 V-11 V-14 0.40 1 2.60 V-14 2.30 ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ACABADO EN CEMENTO FROTACHADO + PINTURA LATEX COLOR ESCALERA DE SERVICIO NPT.+ 3.55 5 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 C-0.30 X 0.30 \W1.8;PRIMERA PLANTA \C160; \H0.5001x;\C1;ESC. 1/50 \W1.8;SEGUNDA PLANTA \C160; \H0.5001x;\C1;ESC. 1/50 \W1.8;AZOTEA \H0.5001x;\C1;ESC. 1/50

Language	Spanish
Drawing Type	Full Project
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	architectural, assorted, autocad, divided, DWG, floor, full, Housing, local, nd, plant, Project, trade, veterinary