Triplex House DWG Section for AutoCAD

Triplex House DWG Section for AutoCAD

Triplex House – Four Bedrooms – Plants – Sections – Elevations

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

area of ​​normative lot, single-family, two-family, multi-family, and fifth, iii, area of ​​urban structuring, zoning, parking, minimum frontal removal, maximum height, uses, net density, building coefficient, rnc, project, parameters, normative table, free area,: i, location scheme, owner:, professional :, single-family housing, project :, location :, architecture: location and location, specialty :, bacharq. Miguel Granados Terán, indicated, drawing in CAD :, date :, scale :,: Lima,: Santiago de Surco,: Sagitario,: ​​Juno, passage, lot, block, urbanization, district, province, viv. single family, floor plan, first floor, third floor, area of ​​land, covered area, occupied area, second floor, park, areas, partial, total, pje. juno, sidewalk, garden, arq. jose luis cotrina vilchez, mrs. olinda raquel santos lucich, land, urb. sagittarius, av. prolg. Inca roads, hacienda house, park, ca. Stena, ca. verona, ca. Padua, ca. fonia, urb. fiori, ca. Miguel Angel, ca. spring, av. enrique fermin, ca. pavia, ca. turin, ca. the carob trees, miguel angel, av. alfredo mendiola, two-family dwelling, existing, kitchen, ceramic floor, studio, sh., living room, tv room, professional, owner, specialty, location, scale, date, drawing :, room, roof, living, laundry, sewing, bedroom, employee, deposit, terrace, dining room, room, patio, main, daily, hall, proy. high furniture, proy. double height, proy. cantilever, proy. empty, proy. wooden structure, proy. roof, floor: third floor, floor: first floor, floor: second floor, theatine, structure, iron and glass, plant: roofs, stairs, cat, tendal area, proy. elevated tank, proy. vacuum, architecture: cuts and elevation, elevation, cut cc, front fence, cut bb, cut aa, npt., structure of iron and glass, oil green epoxy paint, pastry brick, concrete laundry, garden, elevated eternit tank , cat ladder, wooden structure, overburden, foundation, column, plate or beam, technical specifications, concrete – columns, concrete – armed overlays, abutments in columns., concentration detail, foundations, reinforced concrete :, concrete – beams, strength, foundation:, sobrecimiento :, concrete ciclopeo :, steel, mortar :, overload :, expansion joint, tank lid, no. floor, type, bxt, cut, stone, median, maximum, table of columns, detail of cut foundation, detail of sardineles., nj, npt, nfp, dilatation jnuta, foundation of, sanitary cover, pit, grate, sump box, cistern detail, split stone filling, detail of bending of, detail of gave nteles, structure: foundation-details, roof roof, abutments in columns and beams, cistern, cover, location of, overlaps and joints, colum, beams, slabs, not allowed, stirrups, rmax, same section, armor in one, no more will be spliced, central third, will be located in the, the l, the column or support joists, beam on each side of, of light of the slab or, splices of the reinforcement, columns, slabs and beams, sedimentation, beam, painting lintels, concrete, wall, staircase detail, filling, first section, tercertramo, second section, column, delivery of joists, double joist, standard hook detail, when there is no, additional footboard, floor, structure: lightened ceiling-details , luis towers, typical section of temperature, overlapping joints for beams, slabs and lightened, consult the designer., lower is spliced ​​on the supports, being the indicated or the specified percentages, c- for lightened and flat beams the steel, b- in case of not splicing in the s zones, the same section., reinforcement, h greater, upper, h minor, values ​​of m, h any, lower, note: slab macisa, va, court xx, see architecture, vb, brick, d of stairs, duct of ventilation, pass joists, remove bricks, base for tank, elevated, details of beams, distribution of abutments:

Raw text data extracted from CAD file:

\A1;34.20 \A1;6.00 \A1;20.00 \A1;20.00 \A1;6.00 \A1;1.80 \A1;2.40 \A1;1.80 \A1;20.00 \A1;10.25 \A1;20.00 \A1;10.25 \A1;12.00 40 % 180 m2 AREA DE LOTE NORMATIVO 1 CADA 2 UNIDADES DE VIVIENDAS 3.00 ml. FRONTAL 4 PISOS 2.4 (MAXIMO) 500 Hab./Ha. UNIFAMILIAR,BIFAMILIAR,MULTIFAMILIAR, Y QUINTAS III AREA DE ESTRUCTURACION URBANA ZONIFICACION R4 ESTACIONAMIENTO RETIRO MINIMO FRONTAL ALTURA MAXIMA USOS DENSIDAD NETA COEFICIENTE DE EDIFICACION R.N.C. PROYECTO PARAMETROS CUADRO NORMATIVO AREA LIBRE CAP 4805 : R-4 : I ZONIFICACION AREA DE ESTRUCTURACION URBANA ESQUEMA DE LOCALIZACION PROPIETARIO: PROFESIONAL: VIVIENDA UNIFAMILIAR PROYECTO: UBICACION: ARQUITECTURA: UBICACION Y LOCALIZACION ESPECIALIDAD: BachArq. Miguel Granados Terán INDICADA DIBUJO EN CAD: FECHA: ESCALA: PLANO: 1/8 : LIMA : SANTIAGO DE SURCO : SAGITARIO : A-17 : 19 : JUNO PASAJE LOTE MANZANA URBANIZACION DISTRITO PROVINCIA CUADRO NORMATIVO 0.00 ml. FRENTE A PASAJE PEATONAL Mz A-12 R4 ZONIFICACION COEFICIENTE DE EDIFICACION AREA DE ESTRUCTURACION URBANA AREA LIBRE DENSIDAD NETA ALTURA MAXIMA RETIRO MINIMO FRONTAL ESTACIONAMIENTO AREA DE LOTE NORMATIVO USOS VIV. UNIFAMILIAR 500 Hab./Ha. 120.00-90.00 m2 30 % 3 PISOS - 1.8 I PLANO DE UBICACION ESCALA 1/500 PARAMETROS R.N.C. CALLE 1 AVENIDA "A" CUADRO DE AREAS (m2) R4 PRIMER PISO 500 Hab./Ha. VIV. UNIFAMILIAR 1 ESTACIONAMIENTO 54.95 % 3.00 ML. 3 PISOS 120.00 m2 0.90 I TERCER PISO AREA DEL TERRENO AREA LIBRE AREA TECHADA AREA OCUPADA SEGUNDO PISO PARQUE PROYECTO AREAS 90.98 m2 120.00 m2 329.64 m2 29.02 m2 57.60 m2 88.60 m2 237.18 m2 PARCIAL TOTAL 5 5 Mz A-17 Lt 19 5 5 5 5 5 Lt 18 5 Pje. Juno Lt 20 VEREDA JARDIN VEREDA CALLE 8 Mz A-18 CALLE 2 AREA DE ESTRUCTURACION URBANA : I PLANO: 1/8 ESQUEMA DE LOCALIZACION CAP 4805 Urb. Sagitario, Pasaje Juno. Mz. A-17 Lote 19 Santiago de Surco PROFESIONAL: SET-2000 ARQUITECTURA: UBICACION Y LOCALIZACION ARQ. JOSE LUIS COTRINA VILCHEZ INDICADA VIVIENDA UNIFAMILIAR ESPECIALIDAD: ESCALA: UBICACION: PROYECTO: FECHA: DIBUJO EN CAD: BachArq. Miguel Granados Terán : JUNO : SAGITARIO : SANTIAGO DE SURCO : LIMA SRA. OLINDA RAQUEL SANTOS LUCICH DISTRITO URBANIZACION MANZANA PASAJE PROPIETARIO: LOTE : 19 : A-17 PROVINCIA TERRENO URB. SAGITARIO AV. PROLG. CAMINOS DEL INCA CASA HACIENDA ZONIFICACION : R-4 Parque Pje. Juno AVENIDA "A" CALLE 8 CALLE 2 CALLE 1 CA. ESTENA CA. VERONA CA. PADUA CA. FONIA URB. FIORI CA. MIGUEL ANGEL CA. PRIMAVERA AV. ENRIQUE FERMIN CA. PAVIA CA. VERONA CA. TURIN AV. ENRIQUE FERMIN CA. LOS ALGARROBOS CA. MIGUEL ANGEL CA. PAVIA CA. VERONA 5 5 5 5 MIGUEL ANGEL AV. ALFREDO MENDIOLA 5 CA. PAVIA R4 500 Hab./Ha. 205 m2 2.4 (MAXIMO) 40 % 3.00 ml. FRONTAL 1 CADA 2 UNIDADES DE VIVIENDAS 2 PISOS III VIVIENDA BIFAMILIAR CUADRO DE AREAS (m2) AREA DEL TERRENO AREA LIBRE AREA TECHADA AREA OCUPADA CON LICENCIA m2 TOTAL SEGUNDO PISO PROYECTADO m2 336.54 m2 12.70 m2 12.70 m2 PRIMER PISO POR REGULARIZAR m2 170.10 m2 88.10 m2 107.56 m2 168.00 m2 51.95 m2 168.00 m2 20.88 m2 12.60 m2 EXISTENTE 33.48 m2 132.96 m2 115.58 m2 113.40 m2 107.56 m2 \A1;.15 \A1;4.15 \A1;.15 \A1;1.40 \A1;.15 \A1;6.00 \A1;.15 \A1;3.20 \A1;.15 \A1;2.00 \A1;.15 \A1;4.70 \A1;.15 \A1;4.10 \A1;.15 \A1;5.05 \A1;.20 \A1;20.00 \A1;.15 \A1;0.80 \A1;1.80 \A1;0.15 \A1;0.60 \A1;1.40 \A1;0.70 \A1;.15 \A1;1.91 \A1;0.15 \A1;6.04 \A1;3.00 \A1;.15 \A1;2.80 \A1;.20 \A1;.25 \A1;3.25 \A1;0.30 \A1;1.00 \A1;0.45 \A1;0.30 \A1;0.45 \A1;6.00 \A1;.15 \A1;2.60 \A1;0.15 \A1;2.70 \A1;.15 \A1;11.10 \A1;.15 \A1;3.00 \A1;.15 \A1;2.53 \A1;.15 \A1;1.40 \A1;.15 \A1;6.00 \A1;.10 \A1;1.53 \A1;.15 \A1;3.20 \A1;0.15 \A1;2.00 \A1;0.15 \A1;4.70 \A1;.15 \A1;4.10 \A1;20.00 \A1;.15 \A1;0.55 \A1;.15 \A1;1.55 \A1;.15 \A1;0.60 \A1;2.45 \A1;.15 \A1;1.91 \A1;.15 \A1;4.29 \A1;1.75 \A1;0.75 \A1;1.25 \A1;1.00 \A1;.15 \A1;3.00 \A1;20.00 \A1;0.90 \A1;0.90 \A1;1.05 \A1;.15 \A1;0.70 \A1;1.75 \A1;.25 \A1;0.40 \A1;0.775 \A1;1.50 \A1;.325 \A1;0.15 \A1;3.85 \A1;0.15 \A1;1.70 \A1;.15 \A1;0.15 \A1;2.70 \A1;0.15 \A1;1.00 \A1;0.15 \A1;1.70 \A1;2.60 \A1;.25 \A1;2.85 \A1;5.25 \A1;0.30 \A1;0.45 \A1;6.00 \A1;0.25 \A1;0.25 \A1;0.90 \A1;.10 \A1;1.30 \A1;.10 \A1;R1.71 \A1;0.30 \A1;0.80 \A1;1.50 \A1;.25 \A1;2.85 \A1;.15 \A1;0.15 \A1;1.60 \A1;1.00 \A1;0.25 \A1;0.80 \A1;0.50 \A1;1.55 \A1;0.15 \A1;0.15 \A1;2.44 \A1;0.70 \A1;0.15 \A1;1.75 \A1;.15 \A1;3.85 \A1;0.15 \A1;1.00 \A1;1.40 \A1;.15 \A1;0.70 \A1;0.60 \A1;0.60 \A1;.15 \A1;2.10 \A1;1.95 \A1;0.90 \A1;0.15 \A1;0.60 \A1;1.84 \A1;.15 \A1;1.70 \A1;1.75 \A1;R2.86 \A1;1.12 \A1;1.70 \A1;0.90 \A1;0.25 \A1;.30 \A1;0.70 \A1;1.75 \A1;.25 \A1;0.40 \A1;0.775 \A1;1.50 \A1;.325 \A1;.10 \A1;1.30 \A1;.10 \A1;\U+22050.25 \A1;1.77 \A1;0.63 \A1;135.00° \A1;.30 \A1;1.27 \A1;0.80 \A1;2.25 \A1;.70 \A1;0.15 \A1;3.20 \A1;0.15 COCINA PISO CERAMICO .30x.30 NPT.+0.30 DORM 01 ESTUDIO SH. DORM 02 SALA DE ESTAR SALA DE TV DORM 02 SH. PROYECTO PROFESIONAL PROPIETARIO ESPECIALIDAD UBICACION VIVIENDA UNIFAMILIAR ARQUITECTURA (DISTRIBUCION) 1:50 ESCALA PLANO:2/8 FECHA Dibujo: CUARTO DE AZOTEA ESTAR LAVANDERIA COSTURA SH. DORMITORIO EMPLEADA DEPOSITO TERRAZA COMEDOR SALA SH PATIO DORMITORIO PRINCIPAL SH COMEDOR DE DIARIO HALL ESTACIONAMIENTO 1 2 1-1 P3 P4 V9 V10 V2 V5 V6 P5 V8 V4 V7 P4 V3 P1 V2 P2 P1 V1 1 2 3 4 5 6 7 8 9 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 21 20 22 21 20 19 22 23 24 27 28 29 30 31 32 33 25 26 V9 P4 P3 P5 P6 V9 V5 P3 V7 P4 P6 V12 P3 M1 V11 V11 V2 P3 P4 P3 P5 V8 V8 P4 V5 P5 V10 V11 M1 V2 V11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.2094004710083794 -0.2094004710083794 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROY. MUEBLE ALTO PROY. DOBLE ALTURA PROY. VOLADIZO 5 5 5 5 JARDIN PROY. VACIO NPT.+3.00 NPT.+5.70 PROY. ESTRUCTURA DE MADERA PARAPETO, H:1.00 PROY. TECHO NPT.± 0.00 PLANTA: TERCER PISO ESC: 1/50 ESC: 1/50 PLANTA: PRIMER PISO ESC: 1/50 PLANTA: SEGUNDO PISO NPT.+8.40 AZOTEA TEATINA ESTRUCURA, FIERRO Y VIDRIO PLANTA: TECHOS ESC: 1/50 PARAPETO, H:1.00 PARAPETO, H:1.00 PARAPETO, H:1.00 ESCALERA DE GATO DE GATO ESCALERA 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 1-1 NPT.+5.70 AREA DE TENDAL PROY. TANQUE ELEVADO PROY. VACIO 5 5 5 5 5 1-1 1-1 1-1 1-1 1-1 1-1 NPT.+5.70 5 5 5 \A1;1.40 \A1;1.30 \A1;1.40 \A1;1.30 \A1;1.40 \A1;.50 \A1;2.10 \A1;.15 \A1;1.30 \A1;.15 \A1;.15 \A1;1.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.27 \A1;1.00 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.10 \A1;.10 \A1;.20 \A1;2.10 \A1;1.00 \A1;.50 \A1;1.25 \A1;2.10 \A1;1.25 \A1;1.30 \A1;.35 \A1;.15 \A1;2.00 \A1;.53 \A1;1.00 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.30 \A1;.30 \A1;.20 \A1;2.10 \A1;.40 \A1;1.00 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.30 \A1;.26 \A1;.20 \A1;.20 \A1;2.05 \A1;.56 \A1;.56 \A1;.56 \A1;.56 \A1;.56 \A1;2.10 ARQ. JOSE LUIS COTRINA CAP 4805 SRA. OLINDA RAQUEL SANTOS LUCICH URB. SAGITARIO Pje. JUNO Mz A-17 Lt.19 SANTIAGO DE SURCO PLANO:3/8 VIVIENDA UNIFAMILIAR ARQUITECTURA : CORTES Y ELEVACION UBICACION ESPECIALIDAD PROPIETARIO PROFESIONAL PROYECTO FECHA ESCALA 1:50 ELEVACION ESC: 1/50 CORTE C-C ESC: 1/50 CERCO FRONTAL ESC: 1/50 ESC: 1/50 CORTE B-B CORTE A-A ESC: 1/50 NPT. ±0.00m ±0.00m NPT. ±0.00m NPT. ±0.00m NPT. ±0.00m NPT. TEATINA 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRUCTURA DE FIERRO Y VIDRIO PINTURA EPOXICA COLOR VERDE PETROLEO BARANDA METALICA, Fe°d 2" PERFIL T, 2" PERFIL L, 2" 5 LADRILLO PASTELERO PASAMANOS TUB DE Fe° d: 2" 5 5 5 5 BARANDA TUB DE Fe° d: 1" PINTURA EPOXICA COLOR VERDE PETROLEO PINTURA EPOXICA COLOR VERDE PETROLEO PASAMANOS TUB DE Fe° d: 2" ENCHAPE CERAMICO 20x20 COLOR BLANCO LAVADERO DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 LAVANDERIA ESTAR SALA DE TV Jardin SALA DORMITORIO AZOTEA 5 CL ±0.00m ±0.00m ±0.00m NPT. ±0.00m ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. 5 5 ±0.00m NPT. NPT. ±0.00m ±0.00m NPT. 5 5 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO DE ETERNIT ESCALERA DE GATO 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO DE ETERNIT 5 5 5 5 5 5 5 5 5 COMEDOR SALA DE TV ESTAR AZOTEA COCINA DORMITORIO TERRAZA SALA ESTRUCTURA DE MADERA ESCALERA DE GATO 5 Dibujo: \A1;.20 \A1;.10 \A1;4 A .10 \A1;.15 \A1;.10 \A1;.20 \A1;.30 \A1;.10 \A1;.15 \A1;4 A .10 \A1;.30 \A1;COLUMNA \A1;SEGUN EMPALMES \A1;4 A .10 \A1;.15 \A1;7 A .10 \A1;.15 \A1;COLUMNA \A1;.10 \A1;.10 \A1;3 A .25 \A1;0.30 \A1;0.30 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 SOBRECIMIENTO CIMIENTO 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 64.03210028904832 64.03210028904832 63.91851455129047 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 63.89988387283425 63.89988387283425 64.03210028904832 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r -237.3664547983888 45° 45° -237.3664547983888 -237.3664547983888 -237.3664547983888 dDE COLUMNA,PLACA O VIGA \A1;.40 \A1;.15 \A1;.80 \A1;.50 \A1;.30 \A1;.10 \A1;.15 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;1.70 \A1;.15 \A1;.80 \A1;.50 \A1;.40 \A1;.80 \A1;.15 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.15 \A1;.80 \A1;.40 \A1;.60 \A1;.15 \A1;1.20 \A1;.10 \A1;.05 \A1;.30 \A1;.20 \A1;.30 \A1;.30 \A1;.075 \A1;JNUTA DE DILATACION \A1;.15 \A1;.30 \A1;2.00 \A1;.15 \A1;.65 \A1;.15 \A1;.30 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.25 \A1;.16 \A1;2.875 \A1;3.125 \A1;6.00 \A1;3.50 \A1;2.00 \A1;2.36 \A1;2.64 \A1;20.00 \A1;3.50 \A1;2.05 \A1;2.31 \A1;20.00 \A1;2.64 \A1;4.25 \A1;2.25 \A1;3.00 \A1;2.875 \A1;3.125 \A1;6.00 \A1;.775 \A1;3.00 \A1;4.25 \A1;2.25 \A1;.50 \A1;.40 \A1;.50 \A1;1.00 \A1;.90 \A1;.25 \A1;.25 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.70 \A1;.15 \A1;1.70 \A1;.15 \A1;JNUTA DE DILATACION \A1;1.05 \A1;1.05 \A1;1.26 \A1;.90 \A1;.90 \A1;R1.58 \A1;R2.86 \A1;.30 \A1;.30 \A1;.25 \A1;.20 \A1;.05 \A1;.075 \A1;.075 \A1;.05 \A1;.20 \A1;.30 \A1;L \A1;L \A1;L \A1;L \A1;.25 \A1;.70 \A1;.25 \A1;.45 \A1;.60 \A1;.45 \A1;L \A1;0.20 \A1;0.20 \A1;1.5 cm. \A1;ESPESOR DE MURO \A1;1.45 \A1;.50 \A1;.25 \A1;1.35 \A1;.25 \A1;.70 \A1;.20 \A1;.75 \A1;.30 \A1;.25 \A1;1.35 \A1;.25 \A1;.70 \A1;.20 \A1;.30 \A1;.90 \A1;1.35 \A1;.25 \A1;.20 \A1;.70 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.90 \A1;.30 \A1;.15 \A1;.20 1/2" 3/4" 5/8" 1" 3/8" .15 .12 .25 .20 .30 d L(m) \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.02 \A1;.15 \A1;L \A1;L \A1;.05 COCINA PROYECTO PROFESIONAL PROPIETARIO ESPECIALIDAD UBICACION VIVIENDA UNIFAMILIAR 1:50 ESCALA FECHA COMEDOR SALA SH PATIO DORMITORIO PRINCIPAL SH COMEDOR DE DIARIO HALL ESTACIONAMIENTO PLANO:4/8 ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO CONCRETO - COLUMNAS CONCRETO - SOBRECIMIENTOS ARMADOS RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VERIFICAR EN OBRA) CEMENTO HORMIGON 1:8 + 25% DE ESTRIBOS EN COLUMNAS. DETALLE DE CONCENTRACION PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). 200 kg/m 200 kg/m. ESC. 1/50 CIMENTACION CONCRETO ARMADO: CONCRETO - VIGAS RESISTENCIA CIMIENTO: SOBRECIMIENTO: CONCRETO CICLOPEO: ACERO MORTERO: SOBRECARGA: TECHO 1 PISO TECHO 2 PISO -27.75035319321962 JUNTA DE DILATACION SISMICA 3Cm. NFP +0.25 -27.55035319321964 -27.75035319321962 CORTE 1-1 -27.75035319321962 0.4188444676464087 -27.25035319321968 0.4188444676464087 -39.45722975938898 2.664642352274285 -39.26670895226357 2.664642352274285 TAPA DE TANQUE CISTERNA 2.664642352274285 C-2 .15x.45 IDEM 1ºPISO C-3 d.30 Nº PISO 1 C-1 TIPO 2 .25x.25 6ø5/8" ø3/8"@.25 ø bxt ø bxt CORTE PIEDRA fc = 210 kg/cm2 fc = 210 kg/cm2 fc = 140 kg/cm2 3" MEDIANA MAXIMO CUADRO DE COLUMNAS fy = 4200 kg/cm2 JUNTA DE DILATACION CORTE 5-5 -27.55035319321964 SISMICA 3Cm. -27.75035319321962 -27.75035319321962 -27.75035319321962 -27.75035319321962 CORTE 3-3 CORTE 4-4 ESCALA 1/25 DETALLE DE CORTE CIMENTACION 0.4188444676464087 0.4188444676464087 -27.24912074640237 0.4188444676464087 -27.24912074640231 -27.34632810938622 0.8228695514798119 -27.74632810938625 C d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 -39.91670895226366 ESC ; 1/25 -39.36670895226365 -2.446818863833528 -27.34632810938622 -27.34632810938622 -27.34632810938622 -39.29247839169776 -39.29247839169776 -39.45722975938898 CORTE A-A DETALLE DE SARDINELES. ESC. 1/25 N.J. N.P.T. N.F.P -39.45722975938898 B A JNUTA DE DILATACION SISMICA 3cm. C1 NFP.+0.25 A ESCALERA CIMIENTO DE CORTE 2-2 ESCALERA .60x.60 TAPA SANITARIA -32.72421181139734 -32.72421181139734 -0.2718076153052351 FOSA DE 0.3881521443116185 0.3881521443116185 -32.72421181139734 0.3881521443116185 \A1;45.00° 1/2" @ 0.25 CORTE C-C -32.87463297401914 N.P.T. ±0.00 N.P.T. - 0.05 3/8" @ .25 0 / 1/2" @ 0.25 REJILLA DE d 1" MAX. DE .30x.30x.30 CAJA SUMIDERO DETALLE DE CISTERNA VOL.= 2.70M3 1/2" @ 0.25 3/8" @ .25 0 / RELLENO DE PIEDRA PARTIDA DETALLE DE DOBLADO DE DETALLE DE DINTELES 3.226448917408987 3.226448917408987 3.226448917408987 3.226448917408987 ø3/8"@.25 ø3/8"@.25 ø3/8"@.25 .25x.25 4ø5/8"+2d1/2" 6ø5/8" ø3/8"@.25 4ø5/8"+2d1/2" .15x.45 3.226448917408987 3.226448917408987 ø1/4"@.25 4ø1/2" .15x.30 C-4 3.226448917408987 3.226448917408987 22.57275591409993 (TIPICO) E=0.15 ESTRUCTURA : CIMENTACION-DETALLES 0.0 0.0 C 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 2 3 4 5 6 7 8 2 1 3a 5 4 5 8 7 -0.125209256285757 -0.125209256285757 -0.125209256285757 B A C 0.0 JARDIN 1 1 1 1 2 2 2 2 7 7 1 1 1 1 1 1 1 1 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 5 7 7 4 4 4 4 4 4 5 5 4 4 1 1 6 6 4 4 5 5 1 1 7 7 7 7 4 4 3 3 NFP.+0.25 NFP.+0.25 NFP.+0.25 NFP.+0.25 NJ.+0.05 NFP.+0.25 NFP.+0.25 NFP.+0.25 NFP.+0.25 NFP.-0.05 NFP +0.25 NFP +0.25 0.418844467646295 0.418844467646295 CORTE 6-6 CORTE 7-7 NFP +0.25 TECHO AZOTEA 200 kg/m. ESTRIBOS EN COLUMNAS Y VIGAS C1 C1 C1 C1 C2 C1 C2 C1 C1 C1 C2 C1 C1 C2 C1 C2 C1 C3 C1 C1 C2 C4 C5 C5 C6 C6 C7 5 5 5 5 5 5 5 5 5 5 5 1.70 5 CAPAC. 3.00M3 CISTERNA TAPA UBICACION DE 1 1 C5 C5 C5 C5 0.0318989375544589 C5 SISMICA 3cm. ZPT-01 5 5 5 5 5 5 5 A B B ø bxt IDEM 1ºPISO 3 3.692179476311239 6ø5/8" IDEM 2ºPISO IDEM 2ºPISO IDEM 1ºPISO IDEM 1ºPISO C-5 4ø3/8" .15x.30 ø1/4"@.25 ø1/4"@.25 C-6 .20x.25 6ø1/2" 3.692179476312077 6ø1/2" C-6 ø1/4"@.25 d.30 3.692179476311225 3.692179476311239 CORTE B-B -0.3595915359535837 -0.3595915359535837 -0.3595915359535837 -0.3595915359535837 -0.1263422641988825 -0.1263422641988825 N.F.P N.P.T. N.F.P TRASLAPES Y EMPALMES COLUM 90 120 1" 60 70 3/4" - 50 40 30 60 50 40 30 5/8" 1/2" 3/8" 8 mm 6 mm (cm) (cm) VIGAS LOSAS Ø NO SE PERMITIRAN ESTRIBOS 2.0 cm 1.5 cm Rmax 15 cm 10 cm L 17.10979567770622 17.10979567770622 3/8" 1/4" Ø 17.10979567770622 17.10979567770622 MISMA SECCION ARMADURA EN UNA DEL 50% DE LA NO SE EMPALMARAN MAS TERCIO CENTRAL SE UBICARAN EN EL LOS EMPALMES L LA COLUMNA O APOYO VIGA A CADA LADO DE DE LUZ DE LA LOSA O UNA LONGITUD DE 1/4 SUPERIOR (NEGATIVO) EN EMPALMES DEL REFUERZO COLUMNAS LOSAS Y VIGAS C -2.446818863833528 -2.446818863833528 -2.446818863833528 -0.2718076153052351 -0.2718076153052351 -0.2718076153052351 SEDIMENTACION DE GATO TAPA SANITARIA .60x.60 VOL.= 2.70M3 ELEVACION 13.69925330996756 13.69925330996756 A 13.69925330996756 A VIGA 18.59623282409194 (LIBRES) CORTE A-A 18.59623282409194 2ø3/8" 2ø1/2" 2ø5/8" CUADRO DE DINTELES 20 20 HASTA 2.00 HASTA 1.50 ø h (Cms.) 10 L (Mts.) HASTA 1.00 17 10ø1/2" 16 15 14 13 8ø1/2" ø3/8"@0.25 22.57275591409993 8ø1/2" CONCRETO MURO 10ø1/2" ø3/8"@0.25 6 5 4 8ø1/2" 3 DETALLE DE ESCALERA 22.57275591409993 ESC : 1/25 3@0.10,Rto@.20 VIGA .30x.25 d 1/4":1@.05, 11 10 10ø1/2" 6d1/2" 7 12 8 9 RELLENO DE C4 VIGA VIGA ø3/8"@0.25 6ø1/2" 22.57275591409993 22.57275591409993 22.57275591409993 22.57275591409993 (TIPICO) NPT.+.30 PRIMER TRAMO -0.9557832784790605 -0.9557832784790605 -0.9557832784790605 -6.557594299146558 -6.557594299146558 ø3/8"@0.25 TERCERTRAMO 26 27 28 8ø1/2" 4ø1/2" 33 VIGA -6.557594299146558 VIGA ø3/8"@0.25 -6.557594299146558 -6.557594299146558 31 30 4ø1/2" 29 32 25 8ø1/2" SEGUNDO TRAMO -35.89852100850763 ø3/8"@0.25 24 23 -35.89852100850763 25 4ø1/2" ø3/8"@0.25 21 4ø1/2" 22 20 19 18 -45.96775630237124 VIGA -45.96775630237124 -45.96775630237124 -35.89852100850763 -45.96775630237124 VIGA ø3/8"@0.25 4ø1/2" -35.89852100850763 -35.89852100850763 -0.9557832784790605 -35.30224847931066 -35.30224847931066 ø3/8"@0.25 -35.48280631164241 COLUMNA COLUMNA 0.6468329983538013 ENTREGA DE VIGUETAS VIGA DOBLE VIGUETA DETALLE DE GANCHO ESTANDARD CUANDO NO HAY ESTRIBO ADICIONAL PLANTA COLUMNAS VIGA VIGA 3.243595346628766 3.243595346628766 3.243595346628766 3.243595346628766 VIGA 3.243595346628766 3.243595346628766 -7.651847044261615 -7.522927201068811 -0.1668571294157744 -0.1668571294157744 -0.1668571294157744 \A1;.30 \A1;.10 \A1;L/3 \A1;L/4 \A1;L/3 \A1;m \A1;m \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/4 \A1;H \A1;.10 \A1;.05 \A1;.20 \A1;.10 \A1;.15 \A1;.30 \A1;.60 \A1;.60 \A1;.15 \A1;VER ARQUITECTURA \A1;.15 \A1;3.00 \A1;3.00 \A1;3.125 \A1;2.875 \A1;3.125 \A1;2.36 \A1;4.25 \A1;2.25 \A1;2.64 \A1;3.50 \A1;2.00 \A1;2.875 \A1;2.31 \A1;4.25 \A1;2.25 \A1;2.64 \A1;3.50 \A1;2.05 \A1;.90 \A1;.95 \A1;.60 \A1;.60 \A1;.60 \A1;.85 \A1;.60 \A1;.60 \A1;.85 \A1;.90 \A1;.60 \A1;.85 \A1;.85 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;3.125 \A1;2.36 \A1;4.25 \A1;2.25 \A1;2.64 \A1;3.50 \A1;2.00 \A1;2.875 \A1;2.31 \A1;4.25 \A1;2.25 \A1;2.64 \A1;3.50 \A1;2.05 \A1;.90 \A1;.95 \A1;.60 \A1;.60 \A1;.60 \A1;.85 \A1;.60 \A1;.85 \A1;.90 \A1;.60 \A1;.85 \A1;.60 \A1;.60 \A1;.85 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;2.31 \A1;2.36 \A1;4.25 \A1;4.25 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;2.25 \A1;2.25 \A1;.90 \A1;.85 \A1;.60 \A1;2.64 \A1;.60 \A1;2.64 \A1;3.50 \A1;3.50 \A1;2.00 \A1;2.05 \A1;3.125 \A1;2.875 \A1;.50 \A1;.50 \A1;.15 \A1;.40 \A1;2.25 \A1;1.00 \A1;.40 \A1;2.20 \A1;4.25 \A1;.40 \A1;.40 \A1;.45 \A1;1.50 \A1;3.22 \A1;.15 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;0.25 \A1;.25 \A1;0.20 \A1;.20 \A1;0.15 \A1;.20 \A1;0.25 \A1;0.25 \A1;.20 \A1;.20 \A1;.70 \A1;0.25 \A1;.25 \A1;0.15 \A1;0.15 \A1;.20 \A1;.50 \A1;.50 \A1;2.40 \A1;.50 \A1;.25 \A1;2.50 \A1;4.40 \A1;.25 \A1;.25 \A1;.25 \A1;0.25 \A1;.20 \A1;.25 \A1;2.10 PROYECTO PROFESIONAL PROPIETARIO ESPECIALIDAD UBICACION VIVIENDA UNIFAMILIAR ESCALA MAY 2000 PLANO:5/8 FECHA OLINDA RAQUEL-A02.DWG ESTRUCTURA : TECHO ALIGERADO-DETALLES LUIS TORRES 0.5354833672996051 SECCION TIPICA DE d1/4"@.25 DE TEMPERATURA 0.5354833672996051 EMPALMES TRASLAPADOS PARA VIGAS, LOSAS Y ALIGERADOS 0.3818649032701842 0.3818649032701842 A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN 35cm. PARA ø1/2" Y 5/8". CONSULTAR AL PROYECTISTA. LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA INDICADAS O LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO B- EN CASO DE NO EMPALMARSE EN LAS ZONAS 0.3818649032701842 0.3818649032701842 0.3818649032701842 0.3818649032701842 UNA MISMA SECCION. 0.3818649032701842 0.3818649032701842 REFUERZO h MAYOR DE 0.30 SUPERIOR h MENOR DE 0.30 ø VALORES DE m h CUALQUIERA REFUERZO INFERIOR NOTA: 0.3818649032701842 0.60 0.75 0.45 0.50 0.45 0.55 0.40 0.40 5/8" 3/4" 1/2" 3/8" 0.50 0.60 0.40 0.40 1.30 1.00 1.15 1" 0.3818649032701842 ESCALA:1/10 0.5354833672996051 0.5354833672996051 0.5354833672996051 0.5354833672996051 0.5354833672996051 0.5354833672996051 E=.20 LOSA MACISA 0.7376270160093128 1d3/8" 1d1/2" 1d1/2" 1d3/8" 0.7376270160093128 V.A. ALIGERADO 1° PISO 3/8" @ 0.25 CORTE X-X 21.59340407616651 VER ARQUITECTURA -4.526223645536078 ALIGERADO(h=.20) 0.588963641045865 0.588963641045865 0.588963641045865 0.588963641045865 C6 A 8 C7 B C6 C 8 0.588963641045865 0.588963641045865 0.588963641045865 C1 C1 7 6 0.588963641045865 C4 C2 C2 C1 C1 5 4 0.588963641045865 C2 C2 0.588963641045865 C1 C1 3 2 0.588963641045865 C2 C2 0.588963641045865 1 C1 A C1 B 0.588963641045865 0.588963641045865 C4 C1 C1 7 5 0.588963641045865 C5 C1 C1 4 5 0.588963641045865 0.588963641045865 C1 C1 3a 2 0.588963641045865 C1 1 C 0.652130430290697 0.652130430290697 1d1/2" V.A. V.A. V.A. V.S.-1 V.S.-1 V.-100 1d1/2" -1.899283010006343 1d3/8" 0.588963641045865 1d3/8" V.A. V.A.-1 -4.513489475341629 1d3/8" 1d1/2" 0.588963641045865 1d1/2" V.CH.-1 V.S.-1 1d1/2" 1d1/2" V.-101 V.A.-1 1d1/2" 1d3/8" -7.058204066259066 0.588963641045865 1d1/2" 0.588963641045865 1d1/2" -7.058204066259066 1d3/8" -3.730611078398979 1d1/2" 1d1/2" -3.730611078398979 1d3/8" 1d1/2" 1d1/2" 1d1/2" -1.445094625370331 1d3/8" 1d1/2" -1.445094625370331 1d1/2" 1d1/2" 0.588963641045865 -13.28570957399451 1d3/8" 1d1/2" V.-100 -2.263681738162148 1d3/8" 1d1/2" -0.9290982145546991 -0.9290982145546991 1d3/8" -0.9290982145546991 1d3/8" V.-100 V.S.-1 V.S.-1 V.S.-1 V.S.-1 V.S.-1 V.S.-1 V.S.-1 V.CH.-1 V.CH.-1 V.-102 V.-102 V.-102 V.A. V.A. V.A. V.B. V.B. V.-101 V.-101A V.-101A V.-103 V.-104 V.-105 V.-105 RELLENO DE LADRILLO d DE ESCALERA (VER DETALLE) ALIGERADO 2° PISO ESC:1/50 0.588963641045865 0.588963641045865 4 5 6 7 V.CH.-1 0.1751023274864565 0.1751023274864565 0.588963641045865 0.588963641045865 C2 C2 V.-105 C1 C1 V.-104 V.-103 V.B. V.A. V.A. V.S.-1 1d3/8" 0.588963641045865 1d3/8" 0.588963641045865 0.588963641045865 1d1/2" 1d3/8" 0.588963641045865 V.-100 1d1/2" 1d3/8" 0.588963641045865 0.588963641045865 1d1/2" 1d3/8" 1d1/2" 0.588963641045865 d DE ESCALERA (VER DETALLE) C4 C1 C1 V.-105 V.B. V.S.-1 1d1/2" 1d1/2" 0.588963641045865 5 7 C2 C2 1d1/2" 1d1/2" 0.588963641045865 C1 C1 V.-102 V.CH.-1 V.S.-1 V.S.-1 1d3/8" 1.132794271103307 1d1/2" 1d1/2" 1.132794271103307 1d1/2" 0.588963641045865 0.588963641045865 1d3/8" 1d1/2" 0.588963641045865 LOSA MACISA E=.20 C1 C1 V.-102 V.-102 V.S.-1 V.S.-1 1d3/8" 0.588963641045865 1d1/2" V.A.-1 0.588963641045865 5 4 C5 2 3 1 0.588963641045865 0.588963641045865 0.588963641045865 0.588963641045865 0.588963641045865 0.588963641045865 1d3/8" 0.588963641045865 C2 C2 C1 C1 V.-100 V.S.-1 V.CH.-1 1d1/2" 0.588963641045865 1d1/2" 1d3/8" 0.588963641045865 V.A. V.A. 0.588963641045865 1d1/2" 1d1/2" 1d3/8" C1 C1 V.S.-1 V.-101 1d1/2" 1d1/2" V.A.-1 1d3/8" 0.588963641045865 1d1/2" V.A. 1d1/2" 0.588963641045865 2 3a 1d3/8" 0.588963641045865 C1 C1 V.-100 V.S.-1 B A 0.588963641045865 V.A. C1 V.S.-1 V.A. C 1 V.-106 V.-106 DUCTO DE VENTILAC. PASAN VIGUETAS SACAR LADRILLOS V.-104 V.-101 CONCRETO RELLENO DE SACAR LADRILLOS PASAN VIGUETAS DUCTO DE VENTILAC. PARRILA d3/8" @ .25 TECHO BAJO:E=.10 DUCTO DE VENTILAC. PASAN VIGUETAS SACAR LADRILLOS TECHO BAJO:E=.10 PARRILA d3/8" @ .25 4 7 6 5 3 2 1 4 0.0 0.0 0.0 0.0 0.0 0.0 V.-105 C2 ALIGERADO 3° PISO 0.0 0.0 0.0 1d3/8" 1d1/2" V.-100 0.0 1d3/8" 1d1/2" 0.0 0.0 1d3/8" 0.0 1d3/8" V.S.-1 V.A. V.A. V.B. V.-103 V.-104 C1 C1 C2 ESC:1/50 CONCRETO RELLENO DE 7 5 0.0 V.S.-1 V.B. V.-105 C1 C1 C4 0.0 C2 C2 C1 SACAR LADRILLOS PASAN VIGUETAS DUCTO DE VENTILAC. V.S.-1 1d1/2" 1d3/8" 0.0 0.0000000000000142 1d1/2" V.S.-1 V.-100 5 1d1/2" 0.0 1d3/8" V.S.-1 V.S.-1 C1 C1 0.0 0.0 0.0 V.A. C1 C1 C2 C2 C1 3a 2 0.0 C1 C1 C5 0.0 0.0 A B V.S.-1 V.-100 C1 C1 1 C C1 V.A. V.A. V.A. 1 2 3 1 4 5 6 1 2 3 1 4 6 1 6 V.-101 V.-101 V.-104 V.-100 V.-101 1d3/8" @ .25 (arriba y abajo) E=.15 LOSA MACISA BASE PARA TANQUE ELEVADO C A -1.802615612531653 -1.800482925784117 2d1/2" -1.80048292578411 -1.80048292578411 3d1/2" d 1/4", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos -0.555777221112379 ESC:1/25 -0.555777221112379 d 1/4", 1@.05 , rsto @10 V.103(.15x.20) -0.555777221112379 1 -0.555777221112379 -0.555777221112379 V.S.(.15 x .40) -0.555777221112379 1 -0.555777221112379 5d1/2" CORTE 1-1 -0.555777221112379 1 2d1/2" -1.80048292578411 2d1/2" 7 1 2d1/2" 8 1 7 1 6 V.S.-1 d 1/4", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos 6.531183678189606 6.531183678189606 ESC:1/25 V - A (.25 x .20) 6.531183678189606 CORTE 2-2 4d1/2" 6.531183678189606 6.531183678189606 ESC:1/25 ESC:1/25 V.S.(.15 x .40) V.A. V.A. d 1/4", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos V.S.(.15 x .40) ESC:1/25 V.A. V.A. d 1/4", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos C1 C1 C1 C1 C1 3d1/2" 2d1/2" 3d1/2" 2d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" V.A. V-101 DETALLES DE VIGAS ø1/4" d 1/4" o d3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos de la viga V.A. V-100 DISTRIBUCION DE ESTRIBOS: 4ø1/2" 14.91366335917481 14.91366335917481 ø1/4" 5ø1/2" 6ø1/2" ø3/8" 15.32297079514559 11.35074845945179 14.9136633591749 14.9136633591749 14.91366335917458 V.A.-1 ø1/4" 14.91366335917458 5ø1/2" 14.91366335917471 14.91366335917471 11.39885763414208 11.39885763414208 ø3/8" 4ø5/8"+2d1/2" V-102 6d5/8" 14.91366335917475 4d5/8" DISTRIBUCION DE ESTRIBOS: d 1/4" o d3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos de la viga DETALLES DE VIGAS 4ø1/2" 11.40944034010691 15.25552321185513 V-105 ø1/4" V.B. 4ø3/8" ø1/4" 11.40944034010691 11.40944034010691 V-106 5ø1/2" ø1/4" V-CH1 ø3/8" 6ø5/8"+1d1/2" 2d1/2" 2d1/2" 8.7443627414672 3.93459313731946 V.104(.25x.20) d 3/8", 1@.05 , rsto @10 12.53947520483473 ESC:1/25 V.-100(.25 x .20) 12.53947520483473 d 3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos C2 V.A. ESC:1/25 7 12.53947520483473 3d1/2" C2 V.A. 8 3d1/2" 3 12.53947520483473 3 3.934593137319517 8.7443627414672 8.7443627414672 2d5/8"+1d1/2" 4d5/8" C2 V.A. 7 3 12.53947520483473 3 V.A. 3 3 C2 6 V.-102 4d5/8" 2d5/8"+1d1/2" V.A. C2 2d5/8"+1d1/2" 4d5/8" 2 2 3 3 3d1/2" 3d1/2" V.CH-1(.25 x .20) ESC:1/25 ESC:1/25 V.CH-1(.25 x .20) d 3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos d 3/8", 1 @.05 , 5 @10 , 3 @15 , RESTO @ 20 ambos extremos 7ø1/2" V-104 11.40944034010714 ø3/8" 11.40944034010714 -4.526223645536078 -4.526223645536078 X BASE PARA TANQUE

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bedrooms, casa, chalet, dwelling unit, DWG, elevations, haus, house, logement, maison, plants, residên, residence, section, sections, triplex, unidade de moradia, villa, wohnung, wohnung einheit