Housing Plans 2 Floors With Structural Computations DWG Plan for AutoCAD

Housing Plans 2 Floors With Structural Computations DWG Plan for AutoCAD

The file contains a Home Architectural Plans 2 Floors – Structural Drawings as the same – Armed Slabs – Beams – Details

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

replantillo, column, terrace, patio, entrance, sidewalk, public street, covered terrace, bird. main, arq. carmen girl m., garage, slab, nerve, block, lower iron, upper iron reinforcement, compression tile, slab, mendoza, seller’s land, main facade, scale, first floor built, kitchen, bedroom, mr. delfin espinoza, sr. jorge medranda, sidewalk, mr. oswaldo pincay and family pinargote, sres. marisol pincay and oswaldo pincay, sr. cirilo molina, up, subfloor level, slab level, step fill, sr. elvis cedeño, mr. segubdo aragundi, tapa tier, mr. heriberto santana, mrs. alicia santana, sr. enrique grau ruiz, sr.cesar carreño, mr. rosalia lopez, sr.evaristo cedeño, well of light, terrace slab, public street, property of vendors, via san mateo, p. of arq enrique guerrero hernández., p. of arq Adriana. rosemary arguelles., p. of arq francisco espitia ramos., p. of arq hugo suárez ramírez., private property, mrs. rose erazo peak, private property, barbecue, pool, canton: blanket, parish: estuaries, housing, location – orientation, land, property of, property, mr. ronald maple, particular, scale:, format:, date:, project :, sheet :, structural calculation :, civil. fernando zambrano s., structural sheets, owner :, technical responsibility :, lightweight block, typical slab cut, room, floor, closet, util, master bedroom, living room, dining room, hall, social area, washing – drying, ground floor, porch, upper floor, cellar, front facade, side facade, implementation, pool area, laundry, shower, parish: blanket, urbanization beach blankets beach street: xxxx, reinforcement, overlap, top, bottom, overlap and reinforcement detail in floor beam, ladder, note :, upper steel, lower steel, esc., stirrups, distribution, beam axis a, beam b axis, beam c axis, shaft beam d, staircase on floor, staircase assembly, subfloor, slab, rest

Raw text data extracted from CAD file:

d12 c/.15 c sentido 0.60 0.60 Replantillo 0.20 VR Columna 5 Contrapiso Esp. 0.08 P- 1 d12mm Est- d8mm c/.20 5 VR \A1;10.00 \A1;20.00 \A1;3.00 \A1;2.00 TERRAZA \W1.59671; TAPA GRADAS PATIO INGRESO VEREDA CALLE PUBLICA 10.0 20.00000000000003 2.999999999999943 2.0 \A1;6.00 \A1;7.00 \A1;16.00 \A1;10.00 TERRAZA DE CUBIERTA PATIO INGRESO 6.000000000000028 6.999999999999972 16.0 10.0 VEREDA AVE. PRINCIPAL CAE M - 465 Arq. Carmen Chica M. TERRAZA TERRAZA INGRESO VEREDA AVENIDA 233 - A GARAJE LOTE # 15 LOTE # 13 LOTE # 7 15.00000000000031 7.999999999999773 2.999999999996845 \A1;15.00 \A1;8.00 \A1;3.00 0.40 0.10 0.10 0.40 LOSA NERVIO BLOQUE 5 5 0.10 HIERRO INFERIOR 0.10 1d12mm c/50cm 1d14mm c/50cm REFUERZO HIERRO SUPERIOR LOSETA DE COMPRESION BLOQUE ALIVIANADO (20 x 40 x 15) \A1;0.20 \A1;0.60 1 2 3 4 5 6 7 8 10 14 11 12 13 Ø 12mmx 1.20c /20 Mc303 Losa Ø 10mm.c/15 15 0.1999999999999886 0.599999999999909 9 Ø 12mmx1.50c /20 Mc304 Ø 12mmx3.80c /20 Mc305 Ø 12mmx 2.00c /20 Mc302 Ø 12mmx 1.20c /20 Mc303 Ø 12mmx3.00c /20 Mc301 Ø 12mmx1.50c /20 Mc304 Ø 8mm c /30 Mc306 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.08 O O O F E LOTE 2 LOTE 3 LOTE 4 LOTE 5 LOTE 6 LOTE 7 LOTE 8 LOTE 9 LOTE 10 LOTE 11 LOTE 12 LOTE 13 LOTE 14 LOTE 15 LOTE 16 LOTE 17 LOTE 33 LOTE 32 LOTE 31 LOTE 30 LOTE 29 LOTE 28 LOTE 27 LOTE 26 LOTE 25 LOTE 24 LOTE 23 LOTE 22 LOTE 21 LOTE 20 LOTE 19 LOTE 18 LOTE 1 LOTE 20 LOTE 1 MENDOZA LOTE 1 LOTE 2 LOTE 3 LOTE 4 LOTE 5 LOTE 6 LOTE 7 LOTE 8 LOTE 9 LOTE 10 LOTE 11 LOTE 12 LOTE 13 LOTE 14 LOTE 15 LOTE 16 LOTE 17 LOTE 169 LOTE 170 LOTE 171 LOTE 172 LOTE 201 LOTE 200 LOTE 202 LOTE 203 LOTE 207 LOTE 208 LOTE 209 LOTE 210 LOTE 211 LOTE 213 LOTE 214 LOTE 215 LOTE 212 LOTE 216 LOTE 219 LOTE 220 LOTE 217 LOTE 218 LOTE 221 \A1;25.00 \A1;22.00 \A1;16.00 \A1;12.00 5 22.00 16.00 25.00 CALLE PUBLICA VEREDA TERRENO DEL VENDEDOR CALLE PUBLICA CALLE PUBLICA TERRENO DEL VENDEDOR \A1;2.50 FACHADA PRINCIPAL ESCALA 1 : 75 PRIMERA PLANTA CONSTRUIDA ESCALA 1 : 75 SECCION X - X´ PRIMERA PLANTA CONSTRUIDA COCINA DORMITORIO -156.7585301340341 \A1;21.00 \A1;8.20 \A1;18.80 \A1;1.40 TERRAZA 8.195455132864026 18.80 5 21.00 Sr. Delfin Espinoza Sr. Jorge Medranda Lotes 2 y 5 y Calle Peatonal \A1;2.15 \A1;13.10 \A1;5.75 \A1;21.00 \A1;7.85 CALLE 12 ACERA CALLE 112 21.0 7.849999999996271 2.149999999999181 13.10000000000085 5.749999999999972 SR. OSWALDO PINCAY Y FAMILIA PINARGOTE SRES. MARISOL PINCAY Y OSWALDO PINCAY SR. CIRILO MOLINA \A1;4.25 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.18 \A1;0.20 \A1;0.60 \A1;0.80 1 2 3 4 5 6 7 8 9 10 11 12 13 14 4.25 1.0 Sube Niv. + 0.18 1.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Nivel de contrapiso Nivel de losa 5 5 d 8mm c/10 d 8mm c/30 d 12mm c/20 Escalón de relleno 0.1999999999999886 0.599999999999909 0.8000000000000114 d 12mm c/20 \A1;12.26 \A1;13.50 \A1;6.00 Pasaje 10 12.25999999999695 13.49999999999974 6.000000000002728 \A1;3.18 \A1;9.12 \A1;1.20 \A1;3.00 \A1;14.44 \A1;3.56 \A1;21.00 \A1;13.50 \A1;21.00 \A1;11.30 PATIO CALLE 321 21.00 SR. ELVIS CEDEÑO AVE. 215 5 5 SR. SEGUBDO ARAGUNDI 11.29832916946269 PATIO 3.180227054121438 9.119772945878406 1.200000000000159 3.0 14.44000000000005 3.559999999999945 \A1;2.00 \A1;19.56 \A1;9.10 19.5600000000011 9.099999999999909 TERRAZA PATIO TAPA GRADA SR. HERIBERTO SANTANA SRA. ALICIA SANTANA AVE. 18 VEREDA SR. ENRIQUE GRAU RUIZ 2.000000000001101 \A1;5.63 \A1;17.37 \A1;2.00 \A1;25.00 \A1;9.00 Sube PATIO SR.CESAR CARREÑO SRA. ROSALIA LOPEZ SR.EVARISTO CEDEÑO ACERA Pozo \W1.45118; de \W0.44474; Luz Pozo de Luz 5.63000000000001 17.37 1.999999999999972 25.0 9.0 GARAJE TERRAZA \W6.01105; Cubierta \W4.17085; translucida \W6.01105; Cubierta \W4.17085; translucida \W2.31904; Tapa \W2.31904; gradas \W6.01105; Cubierta \W4.17085; translucida AVE. 220 \A1;4.50 \A1;32.06 \A1;18.00 \A1;3.27 \A1;13.50 3.270000000000154 13.5 VEREDA LOSA DE TERRAZA PATIO 4.500000000000004 5 5 CALLE PÚBLICA PROPIEDAD DE VENDEDORES VIA A SAN MATEO PROPIEDAD DE VENDEDORES P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \A1;63.10 \A1;22.00 TERRAZA PROPIEDAD PARTICULAR SRA. ROSA ERAZO PICO 5 22.0 PROPIEDAD PARTICULAR PATIO CALLE PUBLICA \A1;2.00 \A1;3.00 \A1;4.10 \A1;1.55 \A1;2.90 \A1;1.55 \A1;2.00 \A1;2.53 \A1;4.00 \A1;10.70 \A1;0.50 \A1;2.25 \A1;3.15 \A1;2.00 \A1;3.10 \A1;1.50 \A1;6.00 \A1;3.40 \A1;1.00 \A1;4.10 \A1;0.45 \A1;0.60 \A1;0.35 \A1;2.45 \A1;2.88 \A1;3.20 \A1;1.20 \A1;3.00 \A1;5.00 \A1;4.30 \A1;2.45 \A1;4.00 \A1;5.00 \A1;3.90 \A1;3.00 \A1;4.00 \A1;2.35 \A1;1.60 \A1;0.65 \A1;0.80 \A1;4.00 \A1;3.50 \A1;1.20 \A1;17.00 \A1;4.20 \A1;4.20 \A1;0.80 \A1;0.50 \A1;0.80 \A1;0.50 \A1;3.00 \A1;4.00 \A1;4.10 \A1;1.30 \A1;0.97 \A1;0.50 \A1;0.48 \A1;0.60 \A1;2.32 \A1;1.60 \A1;3.50 \A1;2.91 \A1;10.80 \A1;9.61 \A1;6.10 \A1;1.18 \A1;1.60 \A1;1.02 \A1;7.10 \A1;3.25 \A1;18.00 \A1;2.10 \A1;1.00 \A1;1.70 \A1;1.89 \A1;0.81 \A1;1.60 \A1;1.36 \A1;4.64 \A1;2.90 \A1;\U+22051.19 \A1;4.73 \A1;1.10 \A1;0.80 \A1;1.50 \A1;1.50 \A1;0.40 \A1;0.60 \A1;0.40 \A1;2.00 \A1;2.50 \A1;18.00 \A1;17.00 PATIO INGRESO 1 2 BARBACOA PISCINA 18.0 17.0 \A1;2.50 \A1;0.20 CANTON: MANTA CANTON: MANTA PARROQUIA: LOS ESTEROS VIVIENDA UBICACION - ORIENTACION CALLE 116 Terreno PROPIEDAD DEL LOTE # 3 PROPIEDAD BARRIO : EL PARAISO CALLE: 116 SR. RONALD ARCE PARTICULAR \A1;17.00 \A1;1.25 \A1;0.95 \A1;1.05 ESCALA : 1:50 FORMATO : FECHA : PROYECTO: LAMINA: PROYECTO: CÁLCULO ESTRUCTURAL: ABRIL / 2013 ING CIVIL. FERNANDO ZAMBRANO S. R.P.: 01-13-1955 RM:660 (90x60) A1 Laminas Estructurales PROPIETARIO: RESPONSABILIDAD TECNICA: 1d12mm. @50cm BLOQUE LIVIANO HORMIGON f'c= 210 kg/cm2 1d12mm. @50cm ESC:.........................................1:10 CORTE TIPICO DE LOSA 5 5 5 5 5 5 5 5 20x40x15 \A1;.15 \A1;.05 \A1;.20 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.10 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;13.80 \A1;4.00 \A1;4.15 \A1;4.10 \A1;4.15 \A1;3.50 \A1;3.05 \A1;6.70 \A1;4.00 \A1;14.00 \A1;4.00 \A1;4.15 \A1;4.10 \A1;4.15 \A1;3.50 \A1;3.05 \A1;4.00 \A1;0.50 \A1;0.20 \A1;26ed8@10 \A1;2.55 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;3.00 \A1;6ed8@20 \A1;30ed8@10 \A1;0.50 \A1;28ed8@10 \A1;2.80 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;3.00 \A1;6ed8@20 \A1;30ed8@10 \A1;0.20 \A1;18ed8@10 \A1;1.75 \A1;1.20 \A1;6ed8@20 \A1;0.50 \A1;28ed8@10 \A1;2.80 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;3.00 \A1;6ed8@20 \A1;30ed8@10 \A1;18ed8@10 \A1;1.75 \A1;1.20 \A1;6ed8@20 \A1;0.20 \A1;0.50 \A1;28ed8@10 \A1;2.76 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;3.00 \A1;6ed8@20 \A1;30ed8@10 \A1;0.20 \A1;3.80 \A1;2.90 \A1;14ed8@10 \A1;1.40 \A1;1.00 \A1;1.40 \A1;5ed8@20 \A1;14ed8@10 \A1;0.50 \A1;0.20 \A1;12ed8@10 \A1;1.20 \A1;0.80 \A1;2.00 \A1;4ed8@20 \A1;20ed8@10 \A1;1.60 \A1;2.35 \A1;8ed8@20 \A1;24ed8@10 \A1;1.20 \A1;1.55 \A1;6ed8@20 \A1;16ed8@10 \A1;0.50 \A1;0.20 \A1;1.20 \A1;1.55 \A1;6ed8@20 \A1;16ed8@10 \A1;0.50 \A1;20ed8@10 \A1;2.00 \A1;0.80 \A1;2.00 \A1;4ed8@20 \A1;20ed8@10 \A1;1.60 \A1;2.35 \A1;8ed8@20 \A1;24ed8@10 \A1;0.20 \A1;0.50 \A1;0.20 \A1;19ed8@10 \A1;1.90 \A1;0.80 \A1;1.20 \A1;4ed8@20 \A1;12ed8@10 \A1;2.30 \A1;23ed8@10 \A1;1.20 \A1;1.55 \A1;6ed8@20 \A1;16ed8@10 \A1;1.20 \A1;2.50 \A1;2.45 \A1;11.86 \A1;4.00 \A1;3.15 \A1;4.10 \A1;3.60 \A1;4.15 \A1;3.50 \A1;3.05 \A1;6.70 \A1;4.00 \A1;4.00 \A1;3.15 \A1;4.10 \A1;4.15 \A1;3.50 \A1;3.05 \A1;0.50 \A1;0.20 \A1;33ed8@10 \A1;3.33 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;3.72 \A1;6ed8@20 \A1;37ed8@10 \A1;28ed8@10 \A1;2.79 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;3.72 \A1;6ed8@20 \A1;37ed8@10 \A1;33ed8@10 \A1;3.24 \A1;0.90 \A1;5ed8@20 \A1;28ed8@10 \A1;2.79 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;2.76 \A1;6ed8@20 \A1;28ed8@10 \A1;33ed8@10 \A1;3.24 \A1;0.90 \A1;5ed8@20 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.20 \A1;36ed8@10 \A1;3.53 \A1;1.20 \A1;2.85 \A1;6ed8@20 \A1;29ed8@10 \A1;1.20 \A1;2.29 \A1;6ed8@20 \A1;23ed8@10 \A1;19ed8@10 \A1;1.90 \A1;1.00 \A1;1.90 \A1;5ed8@20 \A1;19ed8@10 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.20 \A1;15ed8@10 \A1;1.52 \A1;0.87 \A1;2.67 \A1;4ed8@20 \A1;27ed8@10 \A1;1.00 \A1;3.05 \A1;5ed8@20 \A1;31ed8@10 \A1;1.19 \A1;1.91 \A1;6ed8@20 \A1;19ed8@10 \A1;0.50 \A1;0.20 \A1;17ed8@10 \A1;1.70 \A1;0.80 \A1;1.65 \A1;4ed8@20 \A1;17ed8@10 \A1;2.20 \A1;2.51 \A1;11ed8@20 \A1;25ed8@10 \A1;1.19 \A1;1.91 \A1;6ed8@20 \A1;19ed8@10 \A1;32ed8@10 \A1;3.23 \A1;0.80 \A1;2.30 \A1;4ed8@20 \A1;23ed8@10 \A1;1.00 \A1;3.05 \A1;5ed8@20 \A1;31ed8@10 \A1;1.19 \A1;1.91 \A1;6ed8@20 \A1;19ed8@10 \A1;0.50 \A1;0.20 AREA CONSTRUCCION : 126.00 m2 SALA Baja Closet Closet Closet Closet Closet Closet UTIL Closet \W5.02603; BALCON DORMITORIO MASTER DORMITORIO # 1 DORMITORIO # 2 \W4.54427; VESTIDOR 5 Closet \W5.02603; BALCON 5 5 5 5 5 5 5 5 5 5 AREA CONSTRUCCION : 117.13 m2 0.08 COCINA ESTAR SALA COMEDOR HALL 5 PATIO TERRAZA INGRESO 1 2 BARBACOA Area Social Sube GARAJE 5 PISCINA 5 LAVADO - SECADO 5 5 5 5 5 5 5 ESCALA: 1:100 PLANTA BAJA 1 1 2 3 4 5 5 5 NIV. - 0.62 PORCHE 5 5 5 5 5 A A B C D E 5 5 5 5 5 5 5 5 5 5 5 1 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B C D 5 5 5 5 5 5 5 ESCALA: 1:100 PLANTA ALTA 5 5 5 5 5 5 5 5 5 5 BODEGA ESCALA: 1:100 FACHADA FRONTAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA: 1:100 FACHADA LATERAL ESCALA: 1:200 IMPLANTACION X X' X COMEDOR 5 ESCALA: 1:100 CORTE X - X´ AREA DE PISCINA 5 5 COCINA LAVANDERIA DORMITORIO MASTER X DORMITORIO # 2 DUCHA DUCHA CANTON: MANTA CANTON: MANTA PARROQUIA: MANTA VIVIENDA UBICACION - ORIENTACION CALLE 116 Terreno URBANIZACION ALTOS DE MANTA BEACH CALLE: XXXX 5 5 5 5 L/3 L/3 L/3 L/3 L/3 L/3 refuerzo refuerzo refuerzo traslape traslape superior inferior 1d8@.10 1d8@.10 1d8@.10 1d8@.10 1d8@.20 1d8@.20 DETALLE DE TRASLAPE Y DE REFUERZO EN VIGA DE PISO escalera 5 5 5 A B C 5 D 5 5 5 1 2 3 4 5 5 NOTA: ACERO SUPERIOR NOTA: ACERO INFERIOR viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 30x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 Sup.15Ø14 x2.50 Sup.4Ø14 x2.80 Sup.7Ø14 x2.30 Sup.14Ø14 x2.50 Sup.5Ø14 x3.40 Sup.8Ø14 x3.10 Sup.2Ø14 x1.70 Sup.8Ø14 x1.70 Sup.21Ø14 x1.70 Sup.3Ø14 x1.70 Sup.4Ø14 x2.25 Sup.13Ø14 x2.45 Sup.6Ø14 x1.55 Sup.6Ø14 x1.55 Sup.14Ø14 x2.30 Sup.4Ø14 x1.25 Sup.11Ø14 x1.25 Sup.8Ø14 x2.45 Inf.12Ø12 x11.00 Inf.2Ø12 x4.70 Inf.7Ø12 x10.90 Inf.4Ø12 x5.30 Inf.3Ø12 x4.70 Inf.4Ø12 x12.00 Inf.4Ø12 x4.50 Inf.11Ø12 x10.90 Inf.6Ø12 x4.00 ARMADO DE LOSA N +2.68 Esc: 1 50 5 5 5 A B C 5 D 5 5 5 1 2 3 4 5 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE 1 ESC. SECCIÓN 50x20 NV. +2.68 4d12x11.20 4d12x11.20 2d12x2.70 2d12x2.85 2d12x3.15 DE ESTRIBOS DISTRIBUCION 26ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 30ed8@10 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE 2 ESC. SECCIÓN 50x20 NV. +2.68 4d12x10.55 4d12x4.80 2d12x2.80 2d12x2.85 2d12x3.15 DE ESTRIBOS DISTRIBUCION 28ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 30ed8@10 2d12x1.90 18ed8@10 5 5 6ed8@20 4d12x4.20 4d12x10.00 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE 3 ESC. SECCIÓN 50x20 NV. +2.68 4d12x10.55 4d12x4.80 2d12x2.80 2d12x2.85 2d12x3.15 DE ESTRIBOS DISTRIBUCION 28ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 30ed8@10 2d12x1.90 18ed8@10 5 5 6ed8@20 4d12x4.20 4d12x10.00 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE 4 ESC. SECCIÓN 50x20 NV. +2.68 4d12x11.30 4d12x11.30 2d12x2.90 2d12x2.85 2d12x3.15 DE ESTRIBOS DISTRIBUCION 28ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 30ed8@10 5 5 4d12x4.10 4d12x4.10 H 1:50 V 1:10 VIGA EJE A ESC. SECCIÓN 50x20 NV. +2.68 2d12x1.55 2d12x1.55 DE ESTRIBOS DISTRIBUCION 14ed8@10 5 5 5 5ed8@20 14ed8@10 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 4d12x11.00 4d12x11.00 2d12x1.35 2d12x2.00 2d12x2.35 2d12x1.70 DE ESTRIBOS DISTRIBUCION 12ed8@10 5 5 5 4ed8@20 20ed8@10 5 5 8ed8@20 24ed8@10 5 5 6ed8@20 16ed8@10 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE B ESC. SECCIÓN 50x20 NV. +2.68 4d12x12.00 4d12x12.00 2d12x2.15 2d12x2.00 2d12x2.35 2d12x1.70 DE ESTRIBOS DISTRIBUCION 20ed8@10 5 5 5 4ed8@20 20ed8@10 5 5 8ed8@20 24ed8@10 5 5 6ed8@20 16ed8@10 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE C ESC. SECCIÓN 50x20 NV. +2.68 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 4d12x5.35 4d12x5.35 2d12x2.45 2d12x1.70 DE ESTRIBOS DISTRIBUCION 19ed8@10 5 5 5 4ed8@20 12ed8@10 5 23ed8@10 5 5 6ed8@20 16ed8@10 4d12x4.20 4d12x4.20 2d12x2.05 2d12x1.35 H 1:50 V 1:10 VIGA EJE D ESC. SECCIÓN 50x20 NV. +2.68 ARMADO EN VIGAS DE PISO N + 2.68 EH: 1 50 EV: 1 10 ARMADO EN VIGAS DE PISO N + 2.68 EH: 1 50 EV: 1 10 ARMADO DE LOSA N +5.38 Esc: 1 50 Sube 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ESCALERA EN PLANTA esc.......................1:100 8d12mm ARMADO DE ESCALERA esc.......................1:100 1d10@20cm 1d12mm c/15 contrapiso losa 8d12mm <> descanso 1d10@20cm 1d10@20cm 1d12mm c/15 1d12mm c/15 1d12mm c/15 <> <> viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 viga 50x20 5 5 5 A B C 5 D 5 5 5 5 1 2 3 4 5 5 NOTA: ACERO SUPERIOR NOTA: ACERO INFERIOR Sup.10Ø14 x3.55 Sup.5Ø14 x2.85 Sup.7Ø14 x2.10 Sup.19Ø14 x2.55 Sup.2Ø14 x1.55 Sup.8Ø14 x3.20 Sup.7Ø14 x2.30 Sup.4Ø14 x3.40 Sup.8Ø14 x3.60 Sup.19Ø14 x2.20 Sup.3Ø14 x1.85 Sup.16Ø14 x2.40 Sup.6Ø14 x2.00 Sup.24Ø14 x2.10 Sup.10Ø14 x1.90 Sup.7Ø14 x3.00 Inf.8Ø12 x10.10 Inf.9Ø12 x2.50 Inf.6Ø12 x9.80 Inf.6Ø12 x5.75 Inf.4Ø12 x11.00 Inf.2Ø12 x5.00 Inf.6Ø12 x5.00 Inf.9Ø12 x12.00 Inf.7Ø12 x12.00 Inf.7Ø12 x2.20 Inf.3Ø12 x3.10 Inf.4Ø12 x5.35 5 5 A B C 5 D 5 5 5 1 2 3 4 H 1:50 V 1:10 VIGA EJE 1 ESC. SECCIÓN 50x20 NV. +5.38 4d12x8.55 4d12x2.25 4d12x5.36 4d12x10.55 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 2d12x3.70 2d12x2.85 2d12x4.10 H 1:50 V 1:10 VIGA EJE 2 ESC. SECCIÓN 50x20 NV. +5.38 DE ESTRIBOS DISTRIBUCION 33ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 37ed8@10 4d12x8.70 4d12x10.80 4d12x6.85 4d12x9.50 2d12x4.05 2d12x3.00 2d12x2.85 2d12x4.35 DE ESTRIBOS DISTRIBUCION 28ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 37ed8@10 33ed8@10 5 5 5ed8@20 H 1:50 V 1:10 VIGA EJE 3 ESC. SECCIÓN 50x20 NV. +5.38 4d12x8.70 4d12x9.70 4d12x6.85 4d12x9.50 2d12x4.05 2d12x3.00 2d12x2.85 2d12x3.25 DE ESTRIBOS DISTRIBUCION 28ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 28ed8@10 33ed8@10 5 5 5ed8@20 H 1:50 V 1:10 VIGA EJE 4 ESC. SECCIÓN 50x20 NV. +5.38 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 4d12x2.35 4d12x4.60 4d12x8.55 4d12x9.75 2d12x3.95 2d12x3.10 2d12x2.95 DE ESTRIBOS DISTRIBUCION 36ed8@10 5 5 5 6ed8@20 29ed8@10 5 5 6ed8@20 23ed8@10 ARMADO EN VIGAS DE PISO N + 5.38 EH: 1 50 EV: 1 10 4d12x5.10 4d12x5.10 2d12x2.05 2d12x2.05 DE ESTRIBOS DISTRIBUCION 19ed8@10 5 5 5 5ed8@20 19ed8@10 H 1:50 V 1:10 VIGA EJE A ESC. SECCIÓN 50x20 NV. +5.38 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE B ESC. SECCIÓN 50x20 NV. +5.38 4d12x11.40 4d12x9.20 4d12x2.60 4d12x4.80 2d12x2.85 2d12x3.30 2d12x2.10 2d12x2.55 DE ESTRIBOS DISTRIBUCION 15ed8@10 5 5 5 4ed8@20 27ed8@10 5 5 5ed8@20 31ed8@10 5 5 6ed8@20 19ed8@10 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 H 1:50 V 1:10 VIGA EJE C ESC. SECCIÓN 50x20 NV. +5.38 4d12x2.25 4d12x7.95 2d12x2.25 2d12x1.80 2d12x2.55 2d12x2.90 4d12x12.00 4d12x5.80 DE ESTRIBOS DISTRIBUCION 17ed8@10 5 5 5 4ed8@20 17ed8@10 5 5 11ed8@20 25ed8@10 5 5 6ed8@20 19ed8@10 H 1:50 V 1:10 VIGA EJE D ESC. SECCIÓN 50x20 NV. +5.38 DE ESTRIBOS DISTRIBUCION 32ed8@10 5 5 5 4ed8@20 23ed8@10 5 5 5ed8@20 31ed8@10 5 5 6ed8@20 19ed8@10 5 8d12mm 5 2ed8c10-20-10 CORTE 1-1 4d12x4.00 4d12x5.35 4d12x11.40 4d12x9.40 2d12x3.70 2d12x2.30 2d12x3.30 2d12x2.55

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Pool, Garage
Tags	apartamento, apartment, appartement, architectural, armed, aufenthalt, autocad, casa, chalet, drawings, duplex housing, dwelling unit, DWG, file, floors, haus, home, house, Housing, logement, maison, plan, plans, residên, residence, slabs, structural, unidade de moradia, villa, wohnung, wohnung einheit