Structure DWG Plan for AutoCAD

Structure Plan BUILDING.

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

typical section of slab cm., mesh, plastoform blocks, scale, stairs, wall of, building, niv, niv, niv, radier, beam, scale, stairs, wall of, building, niv, niv, scale, stairs, niv, niv, scale, stairs, niv, niv, niv, niv, niv, column location box, sot, dinning room, service, bedroom, desk, service, pantry, laundry, kitchen, daily, living room, dressing room, bath, to be, hall, area, type plant, esc, principal, visit, Neighbour, palier, sanchez bustamante, Street, axis of way, bath, ventilation duct, garbage bin, diam, instuct duct electric sanitary, instuct duct electric sanitary, ventilation duct, ints duct electric sanitary, instuct duct electric sanitary, building, structural, flat slab radier n., indicated, zone, code, sup const., date, sheet, seal, firm, ing. Calculator:, mario belmonte b., Mrs. carmen rosario salmon from iturri, owner, Lamina description, scale, draft, address, calacoto street nº, building:, Location, rad beam, scale, flat slab radier n., plot scale, seal, firm, structural, indicated, flat slab radier n., Location, code, zone, date, sup const., sheet, ing. Calculator:, mario belmonte b., owner, scale, Lamina description, draft, building:, address, calacoto street nº, building, Mrs. carmen rosario salmon from iturri, rad beam, scale, flat slab radier slab level, rad beam, rad beam, notes, materials, the concrete will have a characteristic resistance the days, of mpa a minimum content of cement, the steel will be of the high-semi-hard corrugated type, with a real yield fatigue apparent to that of mpa., the foundations should be emptied on a layer of concrete, of cleaning of thickness a minimum content of cement, level of control assumed, normal, it assumes a permissible fatigue of the soil of the same, which must be ratified once the excavations have been made., the depth of foundation is indicated in however, this value can be modified according to the verification, of the admissible fatigue of the soil., the filling must be compacted to that of proctor, with minimum allowable fatigue of, the plans should be read in conjunction with the, Architecture plans., the necessary passes for the installations must be foreseen, electric others., structural levels must be executed below, of architecture levels., of armors, foundations cm., retaining walls cm., beams columns cm., slabs cm., construction of the structure must be supervised by, a registered civil engineer in the society of engineers of, Bolivia, scale, section, beam, niv, scale, section, niv, stairs, start, rad beam, c.f., niv, seal, firm, structural, indicated, Location, code, zone, date, sup const., sheet, ing. Calculator:, mario belmonte b., owner, scale, Lamina description, draft, building:, address, calacoto street nº, building, Mrs. carmen rosario salmon from iturri, seal, firm, structural, indicated, Location, code, zone, date, sup const., sheet, ing. Calculator:, mario belmonte b., owner, scale, Lamina description, draft, building:, address, calacoto street nº, building, Mrs. carmen rosario salmon from iturri, scale, dimensions:, beam

Raw text data extracted from CAD file:

SECCION TIPICA DE LOSA e = 0.25 cm. MALLA d 6c/25 MALLA d 6c/25 5 5 5 5 BLOQUES PLASTOFORMO 40 / 40 / 20 5 2 d 2 d 2 d \H0.75x;ESCALA : 1 : 10 5 5 5 5 5 \A1;3.50 \A1;2.05 \A1;3.45 \A1;4.90 \A1;3.50 \A1;3.45 \A1;2.05 \A1;.10 \A1;.40 \A1;.10 \A1;.40 \A1;.50 \A1;.10 \A1;.20 \A1;.05 \A1;.25 \A1;.50 \A1;1.70 \A1;1.83 \A1;.50 \A1;2.385 \A1;2.55 \A1;3.10 \A1;2.125 \A1;2.35 \A1;5.65 \A1;5.80 \A1;2.96 \A1;2.35 \A1;2.55 \A1;3.10 \A1;5.80 \A1;3.475 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.95 \A1;2.70 \A1;2.96 \A1;4.45 \A1;4.45 \A1;3.50 \A1;1.55 \A1;.50 \A1;3.50 \A1;3.45 \A1;2.05 \A1;.50 \A1;1.70 \A1;1.83 \A1;.965 \A1;.965 \A1;.85 \A1;.85 \A1;.83 \A1;.825 \A1;.175 \A1;.075 \A1;.325 \A1;.33 \A1;.17 \A1;.08 \A1;.75 \A1;.75 \A1;.825 \A1;.83 \A1;4.90 \A1;.20 \A1;.15 \A1;.20 \A1;.25 \A1;1.40 \A1;.20 \A1;.08 \A1;.50 \A1;.50 \A1;.70 \A1;1.70 \A1;.30 \A1;.70 \A1;.70 \A1;1.70 \A1;1.83 \A1;.50 \A1;.50 \A1;2.83 \A1;.30 \A1;.25 \A1;.17 \A1;1.40 \A1;1.70 \A1;.20 \A1;.08 \A1;.50 \A1;.50 \A1;.70 \A1;1.70 \A1;.30 \A1;.70 \A1;.70 \A1;1.70 \A1;1.70 \A1;.50 \A1;.50 \A1;2.70 \A1;.30 \A1;2.05 \A1;.15 \A1;3.50 \A1;5.40 \A1;2 E d 10 c/25 \A1;5.00 \A1;4.45 \A1;4.45 \A1;3.50 \A1;1.55 \A1;3.45 \A1;.50 \A1;3.50 \A1;3.45 \A1;2.05 \A1;.50 \A1;2.35 \A1;2.55 \A1;3.10 \A1;5.80 \A1;2.35 \A1;5.65 \A1;5.80 \A1;.50 \A1;.50 \A1;.50 \A1;2.50 \A1;2.70 \A1;E d 10 c/20 \A1;E d 10 c/30 \A1;2 E d 10 c/10 \A1;2 E d 12 c/25 \A1;E d 10 c/30 \A1;2 E d 12 c/25 \A1;.50 \A1;.50 \A1;.30 \A1;.70 \A1;1.00 \A1;1.00 \A1;.75 \A1;E d 10 c/15 \A1;3.45 \A1;3.50 \A1;6.95 \A1;.50 \A1;3.48 \A1;2 E d 10 c/15 \A1;E d 10 c/30 \A1;2 E d 10 c/20 \A1;.50 \A1;.50 \A1;E d 10 c/30 \A1;.30 \A1;.70 \A1;1.00 \A1;1.00 \A1;.75 \A1;E d 10 c/20 \A1;2 E d 10 c/20 \A1;2 E d 12 c/25 \A1;2.05 \A1;3.50 \A1;4.90 \A1;2.39 \A1;2 E d 10 c/20 \A1;E d 10 c/30 \A1;2 E d 12 c/8 \A1;.25 \A1;.50 \A1;2 E d 12 c/15 \A1;E d 10 c/30 \A1;.30 \A1;.70 \A1;1.00 \A1;1.00 \A1;.75 \A1;3.45 \A1;2 E d 10 c/20 \A1;.25 \A1;.50 \A1;2.52 \A1;2 E d 12 c/15 \A1;2 E d 12 c/15 \A1;E d 10 c/30 \A1;2 E d 12 c/15 \A1;.50 \A1;.50 \A1;.30 \A1;.70 \A1;1.00 \A1;1.00 \A1;.75 \A1;3.50 \A1;6.95 \A1;2 E d 10 c/15 \A1;3.45 \A1;2.05 \A1;2 E d 10 c/15 \A1;5.65 \A1;E d 10 c/30 \A1;2 E d 10 c/15 \A1;5.65 \A1;2 E d 10 c/20 \A1;E d 10 c/15 \A1;2.55 \A1;E d 10 c/15 \A1;3.10 \A1;6.80 \A1;E d 10 c/15 \A1;2 E d 10 c/20 \A1;E d 10 c/15 \A1;.96 \A1;6.80 \A1;2 E d 10 c/18 \A1;E d 10 c/30 \A1;2 E d 10 c/25 \A1;3.31 \A1;6.80 \A1;E d 10 c/13 \A1;E d 10 c/30 \A1;E d 10 c/20 \A1;3.31 \A1;5.80 \A1;2 E d 10 c/20 \A1;E d 10 c/30 \A1;2 E d 10 c/20 \A1;2.96 \A1;5.80 \A1;E d 10 c/20 \A1;E d 10 c/30 \A1;2 E d 10 c/20 \A1;2.96 \A1;5.80 \A1;E d 10 c/15 \A1;E d 10 c/30 \A1;2 E d 10 c/20 \A1;2.96 \A1;2.35 \A1;6.80 \A1;2 E d 10 c/18 \A1;E d 10 c/30 \A1;2 E d 10 c/18 \A1;3.31 \A1;5.80 \A1;2 E d 10 c/15 \A1;E d 10 c/30 \A1;2 E d 10 c/15 \A1;2.96 \A1;1.83 \A1;.50 \A1;.50 \A1;.50 \A1;.75 \A1;.85 \A1;3.45 \A1;.85 \A1;.30 \A1;.40 \A1;.70 \A1;.30 \A1;3.50 \A1;5.40 \A1;E d 6 c/30 \A1;5.00 \A1;.50 \A1;E d 6 c/30 \A1;E d 6 c/30 \A1;4.90 \A1;4.90 \A1;4.90 \A1;4.90 \A1;1.75 \A1;1.75 \A1;.08 \A1;.70 \A1;.30 \A1;.50 \A1;.25 \A1;.17 \A1;.33 \A1;1.00 \A1;2.80 \A1;.25 \A1;3.50 \A1;2.05 \A1;3.45 \A1;3.50 \A1;3.45 \A1;2.05 \A1;2.55 \A1;E d 6 c/10 \A1;1.10 \A1;1.10 \A1;1.20 \A1;1.20 \A1;.80 \A1;1.20 \A1;1.20 \A1;.80 \A1;3.50 \A1;2.05 \A1;E d 6 c/30 \A1;3.45 \A1;E d 6 c/30 \A1;E d 6 c/25 \A1;4.90 \A1;1.75 \A1;.70 \A1;.70 \A1;E d 6 c/30 \A1;E d 6 c/10 \A1;E d 6 c/10 \A1;3.50 \A1;E d 6 c/30 \A1;.80 \A1;.80 \A1;1.60 \A1;1.60 \A1;2 E d 6 c/10 \A1;3.50 \A1;2.05 \A1;2 E d 6 c/30 \A1;3.45 \A1;.50 \A1;2 E d 6 c/30 \A1;2 E d 8 c/12 \A1;1.75 \A1;4.90 \A1;E d 6 c/10 \A1;2 E d 8 c/30 \A1;2 E d 8 c/12 \A1;.75 \A1;1.60 \A1;1.60 \A1;E d 6 c/10 \A1;.75 \A1;3.50 \A1;6.95 \A1;E d 6 c/30 \A1;3.45 \A1;.50 \A1;E d 6 c/30 \A1;E d 6 c/15 \A1;.70 \A1;.70 \A1;E d 6 c/30 \A1;E d 6 c/18 \A1;6.80 \A1;E d 6 c/30 \A1;1.70 \A1;1.70 \A1;E d 6 c/18 \A1;2.55 \A1;E d 6 c/30 \A1;3.10 \A1;E d 6 c/30 \A1;1.40 \A1;.70 \A1;E d 6 c/30 \A1;5.80 \A1;1.40 \A1;.70 \A1;E d 6 c/12 \A1;E d 8 c/16 \A1;2.55 \A1;E d 6 c/20 \A1;E d 6 c/30 \A1;.70 \A1;.70 \A1;6.80 \A1;3.10 \A1;5.80 \A1;1.60 \A1;1.60 \A1;.50 \A1;.50 \A1;1.40 \A1;1.40 \A1;E d 8 c/30 \A1;E d 8 c/14 \A1;E d 6 c/30 \A1;E d 6 c/18 \A1;2.125 \A1;3.525 \A1;2 E d 6 c/10 \A1;1.40 \A1;.80 \A1;E d 6 c/13 \A1;5.80 \A1;1.40 \A1;.80 \A1;2 E d 6 c/30 \A1;2 E d 6 c/14 \A1;4.45 \A1;E d 8 c/18 \A1;E d 8 c/12 \A1;2.35 \A1;3.525 \A1;E d 8 c/12 \A1;E d 6 c/30 \A1;E d 6 c/14 \A1;E d 6 c/30 \A1;E d 6 c/24 \A1;5.65 \A1;E d 6 c/30 \A1;1.25 \A1;E d 6 c/22 \A1;6.80 \A1;5.80 \A1;1.60 \A1;1.60 \A1;1.25 \A1;1.40 \A1;1.40 \A1;E d 6 c/30 \A1;1.30 \A1;5.65 \A1;1.30 5 5 ESCALA : 1:25 ESCALERA E1 - E1 5 5 5 e=0.15m . . MURO DE CONSTRUCCION d 10c/15 5 d 8 c/20 5 5 4 NIV. - 2.80 5 NIV. - 3.80 5 NIV. - 1.40 d 10c/15 d 10c/15 RADIER RADIER VIGA 5 5 ESCALA : 1:25 ESCALERA E2 - E2 MURO DE CONSTRUCCION d 10c/15 d 8 c/20 4 NIV. - 1.40 e=0.15m 5 5 5 5 NIV. +/- 0.00 5 d 10c/15 5 5 5 ESCALA : 1:25 ESCALERA E3 - E3 5 5 5 e=0.15m d 10c/15 5 d 8 c/20 5 5 4 NIV. +/- 0.00 5 NIV. + 1.575 d 10c/15 d 10c/15 5 5 ESCALA : 1:25 ESCALERA E4 - E4 d 10c/15 d 8 c/20 4 NIV. + 1.575 e=0.15m 5 5 5 5 NIV. + 3.15 5 5 \A1;3.50 \A1;.30 \A1;.175 \A1;.175 \A1;.30 \A1;,50 \A1;,70 \A1;,30 \A1;1,40 \A1;3.50 \A1;.30 \A1;.175 \A1;.175 \A1;.30 \A1;,25 \A1;,60 \A1;1,575 \A1;3.50 \A1;.30 \A1;.30 \A1;.175 \A1;.175 \A1;1,40 \A1;,25 \A1;3.50 \A1;.30 \A1;.30 \A1;.175 \A1;.175 \A1;1,575 \A1;,25 NIV. +/- 0.00 \A1;2.125 \A1;3.525 NIV. + 3.15 \A1;2.125 NIV. + 22.20 \A1;.30 \A1;.40 \A1;.70 \A1;.30 \A1;.25 \A1;.25 \A1;.15 \A1;.325 \A1;.175 \A1;3.50 \A1;E d 6 c/18 \A1;2.55 \A1;E d 6 c/30 \A1;E d 6 c/30 \A1;.70 \A1;.70 \A1;3.10 \A1;E d 6 c/30 \A1;E d 6 c/30 \A1;.70 \A1;.70 \A1;2.55 \A1;3.10 \A1;.50 \A1;.50 \A1;.85 \A1;.85 \A1;3.50 \A1;E d 6 c/30 \A1;3.45 \A1;E d 6 c/30 \A1;.80 \A1;.80 \A1;E d 6 c/20 \A1;E d 6 c/10 \A1;2.125 \A1;.425 \A1;.425 \A1;E d 6 c/30 \A1;2.55 P4 P5 SM CUADRO DE UBICACION DE COLUMNAS P3 P2 P6 P1 PB N600 N700 N500 N400 N800 N300 N200 12.60 15.75 22.05 9.45 6.30 18.90 N900 3.15 +/- 0.00 SOT N100 - 2.80 0.90 m 2.20 m 0.90 m 2.20 m 0.80 m 2.20 m 0.90 m 2.20 m 0.90 m 2.20 m 0.80 m 2.20 m 0.80 m 2.20 m 0.90 m 2.20 m 0.90 m 2.20 m 0.90 m 2.20 m Comedor D servicio Dormitorio Dormitorio 0.80 m 2.20 m Escritorio B servicio Despensa Lavanderia Cocina C diario Sala Vestidor Baño Baño estar 0.90 m 2.20 m Hall Area 259.08 m2 (Piso 01,02,03,04,05 y 06) Planta TIPO esc 1:50 D principal B visita VECINO VECINO 0.80 m 2.20 m Palier Sanchez Bustamante Calle 12 (vía 10 m.) (vía 15 m.) 9.45m 12.60m 3.15m 6.30m Eje de Via Eje de Via 1.00 m 2.20 m 0.80 m 2.20 m Baño 0.50 x 1.00 m Ducto Ventilacion Buzón de Basura diam 0.60 m 0.60 x 0.15 m Ducto Inst. Sanitaria y Eléctrica 0.15 1 0.1 1.26 0.15 0.3 3.49 15 14 13 12 11 18 17 10 16 09 08 07 06 05 04 03 02 01 B S 0.89 1 1.05 1.02 1.4 0.50 x 0.25 m Ducto Inst. Sanitaria y Eléctrica 0.50 x 1.00 m Ducto Ventilacion 0.25 x 0.50 m Ducto Ints. Sanitaria y Eléctrica 0.96 x 0.20 m Ducto Inst. Sanitaria y Eléctrica 2 1.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.8 2.5 1.03 1.5 5.17 1.25 1.05 4 0.8 0.25 5.8 1.5 1.85 0.84 3 0.86 0.5 3.77 4.33 0.15 1.75 0.5 1 2 0.5 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.15 1 0.6 0.5 1.38 2 0.48 2.4 0.15 3.28 3.58 0.15 2.34 0.15 3.6 0.6 2 0.15 3.23 0.2 6.52 0.15 2.4 1.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 2.3 0.15 2 0.15 1.1 0.15 2.95 2.4 0.15 3.28 0.15 3.28 0.15 0.15 5.7 0.15 1.8 1 0.15 2.4 0.15 2.12 0.15 1 0.15 2.12 0.15 0.15 2.34 3.1 0.15 7.1 0.15 0.15 5.7 0.25 0.9 1.6 0.82 2.23 0.6 1.05 0.6 0.15 4.2 3.89 3.89 5.21 3.2 3.33 3.38 3.65 3.1 0.6 1.93 0.15 4.15 0.15 3.97 0.15 0.15 5.7 0.15 5.5 0.15 2.25 0.15 4.3 23.54 25.2 6.25 25.2 23.54 5 7.5 B b 1.55 3.45 3 4 3.5 5.4 5.8 5.65 2.35 4.45 5 2 1 F E C B A N a A DE EDIFICIO "COSTA AZUL" ESTRUCTURAL PLANO LOSA RADIER N. - 3.80 INDICADA ZONA : CODIGO : 1 802.41 m2 SUP. CONST. : FECHA : MAYO, 2011 LAMINA N° : SELLO FIRMA ING. CALCULISTA: MARIO BELMONTE B. Sra. CARMEN ROSARIO SALMON DE ITURRI PROPIETARIO (s) : DESCRIPCION DE LAMINA : ESCALA : PROYECTO : DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO: UBICACION 1 8 C E 5 5 5 5 4 3 2' 1 5 5 5 5 VIGA RAD 5 (C - E) 50/100 VIGA RAD 4 (C - E) 50/100 VIGA RAD 1 (C - E) 50/100 5 4 3 1 C D E 5 5 4' 5 5 ESCALA : 1:50 PLANO LOSA RADIER N. - 3.80 PLOTEO ESCALA 1:50 MA1 MA1 MA2 MA2 5 5 5 SELLO FIRMA ESTRUCTURAL INDICADA PLANO LOSA RADIER N. - 2.00 UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 2 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 5 5 B A C E F 5 5 5 4 2 1 5 5 5 5 VIGA RAD 5 (A - C) 50/100 VIGA RAD 4 (A - C) 50/100 VIGA RAD 2 (A - C) 50/100 VIGA RAD 1 (A - C) 50/100 VIGA RAD 5 (E - F) 50/100 VIGA RAD 4 (E - F) 50/100 VIGA RAD 3 (E - F) 50/100 VIGA RAD 1 (E - F) 50/100 30/70 30/70 30/70 30/70 30/70 5 4 3 1 B A C D E F 5 4' 5 5 5 A' 5 4' 5 5 5 E' E' 5 30/70 30/70 30/70 30/70 30/70 30/70 30/70 ESCALA : 1:50 PLANO LOSA RADIER Y LOSA NIVEL 100 (+/- 0.00) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 50/100 30/70 50/170 50/170 50/100 50/100 VIGA RAD C (5 - 1) 50/100/170/100 VIGA RAD E (5 - 1) 50/100 5 5 5 5 VIGA RAD 2' (C - E) 50/170/100 VIGA RAD 3 (C - E) 50/170/100 5 5 5 5 5 5 5 5 5 5 5 2' 30 30 5 5 5 5 \U+2205 20/15 \U+2205 16/30 + d 12/30 \U+2205 20/15 \U+2205 20/20 \U+2205 16/30 \U+2205 20/20 \U+2205 16/30 \U+2205 16/30 \U+2205 20/25 \U+2205 16/30 \U+2205 20/20 \U+2205 16/30 \U+2205 20/20 \U+2205 20/20 \U+2205 16/30 \U+2205 20/20 \U+2205 16/30 \U+2205 16/30 \U+2205 20/20 \U+2205 16/30 \U+2205 20/30 \U+2205 16/30 \U+2205 20/30 \U+2205 20/15 \U+2205 16/30 \U+2205 16/30 \U+2205 20/15 50/100 50/170 50/170 NOTAS : 1.- MATERIALES - EL HORMIGON TENDRA UNA RESISTENCIA CARACTERISTICA A LOS 28 DIAS DE 20 MPa (TIPO H20) Y UN CONTENIDO MINIMO DE CEMENTO DE 300 Kg/m3. - EL ACERO SERA DEL TIPO CORRUGADO SEMIDURO DE ALTA ADHERENCIA, CON UNA FATIGA DE FLUENCIA REAL O APARENTE AL 0.2 % DE 40 MPa. 2.- LAS FUNDACIONES DEBERAN VACIARSE SOBRE UNA CAPA DE HORMIGON DE LIMPIEZA DE 5cm. DE ESPESOR Y UN CONTENIDO MINIMO DE CEMENTO DE 150 Kg/m3. 3.- NIVEL DE CONTROL ASUMIDO NORMAL . 4.- SE ASUME UNA FATIGA ADMISIBLE DEL SUELO DE 80 KN/m2, LA MISMA QUE DEBE SER RATIFICADA UNA VEZ REALIZADA LAS EXCAVACIONES. 5.- LA PROFUNDIDAD DE FUNDACION ESTA INDICADA EN PLANOS, SIN EMBARGO ESTE VALOR PUEDE MODIFICARSE DE ACUERDO A LA VERIFICACION DE LA FATIGA ADMISIBLE DEL SUELO. 6.- EL RELLENO DEBE SER COMPACTADO AL 95 % DE PROCTOR MODIFICADO, CON FATIGA MINIMA ADMISIBLE DE 1.80 Kg/cm2. 7.- LOS PLANOS DEBERAN SER LEIDOS EN FORMA CONJUNTA CON LOS PLANOS DE ARQUITECTURA. 8.- DEBEN PREVEERSE LOS PASES NECESARIOS PARA LAS INSTALACIONES SANITARIAS, ELECTRICAS Y OTROS. 9.- LOS NIVELES ESTRUCTURALES SE DEBEN EJECUTAR 5cm. POR DEBAJO DE LOS NIVELES DE ARQUITECTURA. 10.-RECUBRIMIENTO DE ARMADURAS : FUNDACIONES = 5.0 cm. MUROS DE CONTENCION = 2.0 cm. VIGAS Y COLUMNAS = 2.0 cm. LOSAS = 1.5 cm. 11.-LA CONSTRUCCION DE LA ESTRUCTURA DEBE SER SUPERVISADA POR UN INGENIERO CIVIL REGISTRADO EN LA SOCIEDAD DE INGENIEROS DE BOLIVIA. C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 25 ESCALA : 1:25 SECCION MA1 - MA1 d 16c/20 5 d 25 5 d 25 5 d 25 7 d 8/cara 7 d 8/cara 2 E d 10/20 VIGA 50/100 d 16c/20 2 E d 10/20 NIV. - 2.80 NIV. - 4.50 NIV. - 3.80 5 d 25 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1:25 SECCION MA2 - MA2 d 16c/20 5 d 25 5 d 25 5 d 25 7 d 8/cara 7 d 8/cara 2 E d 10/20 d 16c/20 2 E d 10/20 NIV. - 2.80 NIV. - 4.50 NIV. - 3.80 ESCALERAS ARRANQUE VIGA RAD A (5 - 1) 50/100 VIGA RAD F (5 - 1) 50/100 d 16/30 \U+2205 16/30 d 16/30 \U+2205 20/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 d 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 12/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 16/30 d 16/30 d 16/30 \U+2205 16/30 d 16/30 \U+2205 12/30 \U+2205 16/30 \U+2205 16/15 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 12/30 \U+2205 16/30 + d 12/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 \U+2205 16/30 C.F. - 2.00 C.F. - 2.00 C.F. - 2.00 C.F. - 2.00 NIV. - 1.00 NIV. - 1.00 NIV. - 1.00 5 2' \U+2205 12/30 \U+2205 16/30 SELLO FIRMA ESTRUCTURAL INDICADA UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 6 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 5 5 2 E d 10 c/25 5 5 4 2 1 SELLO FIRMA ESTRUCTURAL INDICADA UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 3 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 5 5 B A C E F 5 5 5 5 4 3 2 1 5 5 5 5 5 4 3 1 B A C D E F 4' 4' 5 ESCALA : 1:50 COTAS: +3.15, +6.30, +9.45, +12.60, +15.75, +18.90, +22.05 5 5 5 5 5 5 5 VIGA 2A - 8A (5 - 1) 25/60 5 5 VIGA A (5 - 1) 50/100 4 \U+2205 25 5 4' 5 5 5 \U+2205 25 2 \U+2205 25 (s) d.c. 4 \U+2205 8/cara 4 \U+2205 8/cara arm. piel 8 \U+2205 20 8 \U+2205 20 E d 10 c/20 E d 10 c/30 2 E d 10 c/10 1.55 1.55 2 E d 12 c/25 E d 10 c/30 2 E d 12 c/25 1.70 1.70 V1 V1 5 5 5 5 5 7 d 25 8 d 20 1 d 20 4 d 8/cara 4 d 8/cara 5 5 ESCALA : 1:20 SECCION V1 - V1 2 E d 12/25 5 5 E d 10 c/15 VIGA F (5 - 1) 50/100 5 5 4 3 1 4 \U+2205 25 5 4' 5 5 \U+2205 25 3 \U+2205 25 d.c. 4 \U+2205 8/cara 8 \U+2205 20 8 \U+2205 20 E d 10 c/30 2 E d 10 c/15 E d 10 c/30 2 E d 10 c/20 2.10 2.10 V2 V2 5 5 5 5 5 5 d 25 11 d 20 1 d 20 4 d 8/cara 4 d 8/cara 5 5 ESCALA : 1:20 SECCION V2 - V2 2 E d 12/15 E d 10 c/20 1.30 1.30 2 E d 10 c/20 1.40 4 \U+2205 8/cara 3 \U+2205 20 (s) 3 d 25 d.c. VIGA C (5 - 3) 50/100 (3 - 2') 50/170 (2' - 1) 50/100 5 5 2 E d 12 c/25 5 5 4 2' 1 4 \U+2205 25 5 7 \U+2205 25 5 \U+2205 25 d.c. 4 \U+2205 8/cara 4 \U+2205 8/cara 8 \U+2205 20 8 \U+2205 20 2 E d 12 c/15 E d 10 c/30 2 E d 10 c/20 E d 10 c/30 2 E d 12 c/8 V3 V3 5 5 5 5 5 4 d 25 10 d 20 1 d 20 4 d 8/cara 4 d 8/cara 5 5 ESCALA : 1:20 SECCION V3 - V3 2 E d 12/25 3 ASCENSOR 5 \U+2205 25 2 \U+2205 20 (s) 7 \U+2205 8/cara 5 \U+2205 25 3 \U+2205 25 d.c. 5 2 E d 10 c/20 5 5 5 2 E d 10 c/15 VIGA E (5 - 1) 50/100 5 5 4 3 1 5 \U+2205 25 5 4' 5 7 \U+2205 25 6 \U+2205 25 4 \U+2205 8/cara 8 \U+2205 20 8 \U+2205 20 2 E d 12 c/15 2 E d 12 c/15 E d 10 c/30 2 E d 12 c/15 2.20 2.20 V4 V4 5 5 5 5 5 5 d 25 8 d 20 1 d 20 4 d 8/cara 4 d 8/cara 5 5 ESCALA : 1:20 SECCION V4 - V4 2 E d 10/15 4 \U+2205 8/cara 8 \U+2205 25 d.c. 5 2' 2 \U+2205 25 20 20 20 25 20 25 20 25 20 20 20 25 25 25 25 25 SELLO FIRMA ESTRUCTURAL INDICADA UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 7 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 5 2 E d 10 c/15 VIGA 1 (C - E) 50/100 C E 4 \U+2205 8/cara 8 \U+2205 20 7 \U+2205 25 3 \U+2205 25 E d 10 c/30 2 E d 10 c/15 1.50 1.50 1.80 1.80 5 2 E d 10 c/20 VIGA 2' IDEM VIGA 3 (C - E) 50/170/100 C E 4 \U+2205 8/cara 8 \U+2205 20 4 \U+2205 25 E d 10 c/15 5 \U+2205 25 5 \U+2205 25 7 \U+2205 8/cara 5 E d 10 c/15 VIGA 4 IDEM VIGA 5 (C - E) 50/100 C E 4 \U+2205 8/cara 8 \U+2205 20 4 \U+2205 25 D 5 5 E d 10 c/15 VIGA 2 (A - C) 50/100 A C 4 \U+2205 8/cara 8 \U+2205 20 5 \U+2205 25 2 E d 10 c/20 E d 10 c/15 2.00 5 5 2 E d 10 c/18 A C 4 \U+2205 8/cara 8 \U+2205 20 7 \U+2205 25 2 \U+2205 25 E d 10 c/30 2 E d 10 c/25 1.90 1.90 5 VIGA 5 (A - C) 50/100 5 E d 10 c/13 VIGA 4 (A - C) 50/100 A C 4 \U+2205 8/cara 8 \U+2205 20 6 \U+2205 25 E d 10 c/30 E d 10 c/20 2.00 2.00 5 5 2 E d 10 c/20 E F 4 \U+2205 8/cara 8 \U+2205 20 5 \U+2205 25 3 \U+2205 25 E d 10 c/30 2 E d 10 c/20 1.90 1.90 5 VIGA 5 (E - F) 50/100 5 E d 10 c/20 E F 4 \U+2205 8/cara 8 \U+2205 20 7 \U+2205 25 E d 10 c/30 2 E d 10 c/20 1.80 1.80 5 VIGA 4 (E - F) 50/100 5 E d 10 c/15 E F 4 \U+2205 8/cara 8 \U+2205 20 8 \U+2205 25 E d 10 c/30 2 E d 10 c/20 1.60 1.60 5 VIGA 3 (E - F) 50/100 5 5 2 E d 10 c/18 A C 4 \U+2205 8/cara 8 \U+2205 20 7 \U+2205 25 4 \U+2205 25 E d 10 c/30 2 E d 10 c/18 2.10 2.10 5 VIGA 1 (A - C) 50/100 5 2 E d 10 c/15 E F 4 \U+2205 8/cara 8 \U+2205 20 7 \U+2205 25 E d 10 c/30 2 E d 10 c/15 1.80 1.80 5 VIGA 1 (E - F) 50/100 4 \U+2205 25 5 C.F. - 3.80 C.F. - 3.80 5 5 5 5 5 0.90 m 2.20 m 0.90 m 2.20 m 0.80 m 2.20 m 0.90 m 2.20 m 0.90 m 2.20 m 0.80 m 2.20 m 0.80 m 2.20 m 0.90 m 2.20 m 0.90 m 2.20 m 0.90 m 2.20 m Comedor D servicio Dormitorio Dormitorio 0.80 m 2.20 m Escritorio B servicio Despensa Lavanderia Cocina C diario Sala Vestidor Baño Baño estar 0.90 m 2.20 m Hall Area 259.08 m2 (Piso 01,02,03,04,05 y 06) Planta TIPO esc 1:50 D principal B visita VECINO VECINO 0.80 m 2.20 m Palier Sanchez Bustamante Calle 12 (vía 10 m.) (vía 15 m.) 9.45m 12.60m 3.15m 6.30m Eje de Via Eje de Via 1.00 m 2.20 m 0.80 m 2.20 m Baño 0.50 x 1.00 m Ducto Ventilacion Buzón de Basura diam 0.60 m 0.60 x 0.15 m Ducto Inst. Sanitaria y Eléctrica 0.15 1 0.1 1.26 0.15 0.3 3.49 15 14 13 12 11 18 17 10 16 09 08 07 06 05 04 03 02 01 B S 0.89 1 1.05 1.02 1.4 0.50 x 0.25 m Ducto Inst. Sanitaria y Eléctrica 0.50 x 1.00 m Ducto Ventilacion 0.25 x 0.50 m Ducto Ints. Sanitaria y Eléctrica 0.96 x 0.20 m Ducto Inst. Sanitaria y Eléctrica 2 1.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.8 2.5 1.03 1.5 5.17 1.25 1.05 4 0.8 0.25 5.8 1.5 1.85 0.84 3 0.86 0.5 3.77 4.33 0.15 1.75 0.5 1 2 0.5 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.15 1 0.6 0.5 1.38 2 0.48 2.4 0.15 3.28 3.58 0.15 2.34 0.15 3.6 0.6 2 0.15 3.23 0.2 6.52 0.15 2.4 1.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 2.3 0.15 2 0.15 1.1 0.15 2.95 2.4 0.15 3.28 0.15 3.28 0.15 0.15 5.7 0.15 1.8 1 0.15 2.4 0.15 2.12 0.15 1 0.15 2.12 0.15 0.15 2.34 3.1 0.15 7.1 0.15 0.15 5.7 0.25 0.9 1.6 0.82 2.23 0.6 1.05 0.6 0.15 4.2 3.89 3.89 5.21 3.2 3.33 3.38 3.65 3.1 0.6 1.93 0.15 4.15 0.15 3.97 0.15 0.15 5.7 0.15 5.5 0.15 2.25 0.15 4.3 23.54 25.2 6.25 25.2 23.54 5 7.5 B b 1.55 3.45 3 4 3.5 5.4 5.8 5.65 2.35 4.45 5 2 1 F E C B A N a A 25 25 5 3 5 VA VA VA VA VA VA VA VA VA VA 5 5 5 ESCALA : 1:20 SECCION VA - VA 30/70 4 d 20 3 d 8/cara E d 8/30 5 6 d 16 1.50 CORTES ASCENSOR Y ESCALERAS LOSA NIVEL 900 DETALLE DE VIGAS DETALLE DE VIGAS NIVELES NIVELES SELLO FIRMA ESTRUCTURAL INDICADA UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 4 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 CUADRO DE COLUMNAS + 1 GANCHO E \U+2205 6c/15 4 \U+2205 25 + 4 d 20 25/50 40/80 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 40/80 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 25/40 8 \U+2205 16 E \U+2205 6c/15 + 1 GANCHO 25/60 12 d 20 E \U+2205 6c/15 + 2 GANCHOS 30/60 12 d 20 E \U+2205 6c/20 + 2 GANCHOS 2 d 25 2 d 25 40/80 12 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS NIVELES P4 P5 SM CUADRO DE UBICACION DE COLUMNAS P3 P2 P6 P1 PB N600 N700 N500 N400 N800 N300 N200 12.60 15.75 22.05 9.45 6.30 18.90 N900 3.15 +/- 0.00 SOT N100 - 2.80 NIVELES SELLO FIRMA ESTRUCTURAL INDICADA UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 5 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 Y DETALLE DE VIGAS 40/80 14 \U+2205 25 E \U+2205 6c/20 + 3 GANCHOS 25/50 8 d 16 E \U+2205 6c/15 + 1 GANCHO 30/50 12 d 20 E \U+2205 6c/20 + 2 GANCHOS 40/50 10 \U+2205 20 E \U+2205 6c/20 + 2 GANCHOS 25/50 8 d 20 E \U+2205 6c/15 + 1 GANCHO 25/40 10 \U+2205 16 E \U+2205 6c/15 + 2 GANCHOS 30/80 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 40/70 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 40/80 8 \U+2205 25 + 4 d 20 E \U+2205 6c/20 + 2 GANCHOS 2 d 20 2 d 20 30/80 14 \U+2205 25 E \U+2205 6c/20 + 3 GANCHOS 25/40 8 \U+2205 16 E \U+2205 6c/15 + 1 GANCHO 25/40 8 \U+2205 20 E \U+2205 6c/15 + 1 GANCHO 30/60 14 d 20 E \U+2205 6c/20 + 3 GANCHOS 25/50 10 d 20 E \U+2205 6c/15 + 2 GANCHOS 25/40 8 \U+2205 16 E \U+2205 6c/15 + 1 GANCHO 30/50 10 \U+2205 20 E \U+2205 6c/20 + 2 GANCHOS 25/40 8 \U+2205 20 E \U+2205 6c/15 + 1 GANCHO 25/40 8 \U+2205 16 E \U+2205 6c/15 + 1 GANCHO 30/70 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 40/60 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 25/30 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 2 d 16 2 d 16 25/50 10 d 20 E \U+2205 6c/15 + 2 GANCHOS 25/60 10 d 20 E \U+2205 6c/15 + 2 GANCHOS 40/70 12 d 20 E \U+2205 6c/20 + 2 GANCHOS 30/70 12 d 25 E \U+2205 6c/20 + 2 GANCHOS 25/40 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 + 1 GANCHO 2 d 16 2 d 16 25/40 4 \U+2205 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/60 12 d 20 E \U+2205 6c/20 + 2 GANCHOS 25/50 8 d 20 E \U+2205 6c/15 + 1 GANCHO 25/40 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 + 1 GANCHO 2 d 16 2 d 16 25/50 10 d 20 E \U+2205 6c/15 + 2 GANCHOS 25/50 8 d 20 E \U+2205 6c/15 + 1 GANCHO 25/40 4 \U+2205 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/30 8 \U+2205 16 E \U+2205 6c/15 25/40 8 d 20 E \U+2205 6c/15 + 1 GANCHO 30/60 8 \U+2205 25 E \U+2205 6c/20 + 1 GANCHO 30/60 10 \U+2205 25 E \U+2205 6c/20 + 2 GANCHOS 25/30 8 d 12 E \U+2205 6c/15 25/50 4 d 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/50 8 d 20 E \U+2205 6c/15 + 1 GANCHO 40/60 12 d 20 E \U+2205 6c/15 + 2 GANCHOS 30/60 10 d 25 E \U+2205 6c/20 + 2 GANCHOS 25/30 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 2 d 16 2 d 16 25/40 8 d 16 E \U+2205 6c/15 + 1 GANCHO 25/50 10 d 20 E \U+2205 6c/15 + 2 GANCHOS 25/40 4 d 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/30 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 2 d 16 2 d 16 25/50 8 d 20 E \U+2205 6c/15 + 1 GANCHO 25/40 8 d 20 E \U+2205 6c/15 + 1 GANCHO 25/30 4 \U+2205 20 + 4 d 16 E \U+2205 6c/15 2 d 20 2 d 20 25/30 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 2 d 16 2 d 16 25/40 E \U+2205 6c/15 + 1 GANCHO 4 \U+2205 20 + 4 d 16 2 d 20 2 d 20 25/60 4 \U+2205 25 + 4 \U+2205 20 E \U+2205 6c/15 + 1 GANCHO 25/60 8 \U+2205 25 E \U+2205 6c/15 + 1 GANCHO 25/30 6 d 12 E \U+2205 6c/15 25/40 8 d 16 E \U+2205 6c/15 + 1 GANCHO 25/40 E \U+2205 6c/15 + 1 GANCHO 4 \U+2205 20 + 4 d 16 2 d 20 2 d 20 25/60 6 d 25 + 4 d 20 E \U+2205 6c/15 + 2 GANCHOS 2 d 20 2 d 20 25/30 8 d 12 E \U+2205 6c/15 25/50 6 d 20 + 4 d 16 E \U+2205 6c/15 + 2 GANCHOS 2 d 16 2 d 16 25/30 8 d 12 E \U+2205 6c/15 25/40 8 d 20 E \U+2205 6c/15 + 1 GANCHO 25/30 4 \U+2205 20 + 4 d 16 E \U+2205 6c/15 2 d 20 2 d 20 25/30 8 d 16 E \U+2205 6c/15 25/30 E \U+2205 6c/15 4 \U+2205 20 + 4 d 16 2 d 20 2 d 20 25/50 4 d 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/50 4 d 25 + 4 d 20 E \U+2205 6c/15 + 1 GANCHO 2 d 25 2 d 25 25/30 E \U+2205 6c/15 4 \U+2205 16 + 4 d 12 2 d 16 2 d 16 25/30 E \U+2205 6c/15 4 \U+2205 16 + 4 d 12 2 d 16 2 d 16 25/60 10 d 20 E \U+2205 6c/15 + 2 GANCHOS 30/60 12 d 20 E \U+2205 6c/15 + 2 GANCHOS 25/50 4 d 25 + 4 d 20 E \U+2205 6c/15 + 1 GANCHO 2 d 25 2 d 25 25/40 8 d 16 E \U+2205 6c/15 + 1 GANCHO 25/30 6 d 12 E \U+2205 6c/15 A4' A4 A1 C5 C1 A2 E3 E4 E4' D5 - D4 C4 B2 A4' A1 B2 C5 C4 C1 D5 - D4 E4' E4 E3 A2 A4 25/30 8 d 16 E \U+2205 6c/15 25/30 E \U+2205 6c/15 8 d 16 25/30 E \U+2205 6c/15 4 \U+2205 16 + 4 d 12 25/30 E \U+2205 6c/15 8 d 12 2 d 16 2 d 16 25/40 4 d 16 + 4 d 12 E \U+2205 6c/15 + 1 GANCHO 2 d 16 2 d 16 25/40 8 d 12 E \U+2205 6c/15 + 1 GANCHO 25/30 6 d 12 E \U+2205 6c/15 25/40 4 d 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/30 4 \U+2205 16 + 4 d 12 E \U+2205 6c/15 2 d 16 2 d 16 25/30 4 d 12 E \U+2205 6c/15 25/30 E \U+2205 6c/15 8 d 12 25/30 E \U+2205 6c/15 6 d 12 25/30 E \U+2205 6c/15 8 d 12 25/30 E \U+2205 6c/15 6 d 12 25/40 6 d 20 + 4 d 16 E \U+2205 6c/15 + 2 GANCHOS 2 d 16 2 d 16 25/40 E \U+2205 6c/15 + 1 GANCHO 4 \U+2205 20 + 4 d 16 2 d 20 2 d 20 E1 F4' F4 F3 F1 E1 F3 F1 F4 F4' 25/40 4 d 20 + 4 d 16 E \U+2205 6c/15 + 1 GANCHO 2 d 20 2 d 20 25/30 8 d 16 E \U+2205 6c/15 25/30 6 d 12 E \U+2205 6c/15 8 d 25 5 5 E d 6 c/30 VIGA 2A IDEM VIGA 3A, 4A, 5A, 6A, 7A, 8A (5 - 1) 25/60 5 5 4 2 1 3 \U+2205 16 5 4' 2 \U+2205 20 + 1 d 12 2 \U+2205 8/cara 2 \U+2205 8/cara 2 \U+2205 16 2 \U+2205 16 E d 6 c/30 E d 6 c/30 2' 5 5 2' 2' 2' 5 5 0 5 5 0 MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO MURO C 5 5 5 5 5 5 ESCALA : 1:25 SECCION M - M d 8/15 NIV. - 3.80 NIV. - 2.80 5 5 NIV. +/- 0.00 5 d 10/15 d 10/15 d 12/15 5 M M M M C 5 5 5 5 4 3 5 5 5 5 4 3 C D ESCALA : 1:50 LOSA NIVEL 900 5 2' 2' E d 6 c/10 5 5 2 \U+2205 6 5 5 2 \U+2205 6 2 \U+2205 16 + 1 d 12 1 \U+2205 12 1 \U+2205 12 1 \U+2205 12 5 5 E d 6 c/30 5 5 4 3 1 3 \U+2205 12 2 \U+2205 16 + 1 d 12 2 \U+2205 8/cara 2 \U+2205 8/cara 2 \U+2205 16 2 \U+2205 16 E d 6 c/30 E d 6 c/25 5 5 2 \U+2205 6 5 5 2 \U+2205 6 3 \U+2205 20 1 \U+2205 12 1 \U+2205 12 1 \U+2205 16 VIGA 2C IDEM VIGA 3C, 4C, 5C, 6C, 7C, 8C (5 - 0) 25/60 5 2' 0 5 5 5 2 \U+2205 6 2 \U+2205 16 + 1 d 12 2 \U+2205 16 + 1 d 12 E d 6 c/30 E d 6 c/10 1.50 1.50 E d 6 c/10 5 E d 6 c/30 5 4 2 \U+2205 12 2 \U+2205 8/cara 2 \U+2205 16 1 \U+2205 12 4D, 5D, 6D, 7D, 8D (5 - 4) 25/60 5 5 2 \U+2205 6 2 \U+2205 12 VIGA 1D IDEM VIGA 2D, 3D, 5 5 2 E d 6 c/30 VIGA 2E IDEM VIGA 3E, 4E, 5E, 6E, 7E, 8E (5 - 1) T 25/60/60 (1 - 0) 25/60 5 5 4 3 1 4 \U+2205 16 5 4' 7 \U+2205 20 3 \U+2205 8/cara 3 \U+2205 8/cara 2 \U+2205 16 2 \U+2205 20 2 E d 6 c/30 2 E d 8 c/12 2 E d 6 c/10 5 5 4 \U+2205 8 4 d 20 2 \U+2205 16 2 \U+2205 16 2 \U+2205 16 2' 0 5 5 2 d 20 E d 6 c/10 2 E d 8 c/30 2 E d 8 c/12 2.00 2.00 T 25/60/60 T 25/60/60 T 25/60/60 25/60 5 5 E d 6 c/30 VIGA 2F IDEM VIGA 3F, 4F, 5F, 6F, 7F, 8F (5 - 1) 25/60 5 5 4 3 1 2 \U+2205 16 + 1 d 12 5 4' 2 \U+2205 20 + 1 d 16 2 \U+2205 8/cara 2 \U+2205 8/cara 2 \U+2205 16 2 \U+2205 16 E d 6 c/30 E d 6 c/15 E d 6 c/10 5 5 2 \U+2205 6 5 5 2 \U+2205 6 2 \U+2205 20 + 1 d 16 1 \U+2205 12 1 \U+2205 12 1 \U+2205 16 5 5 2 \U+2205 16 + 1 d 12 2 \U+2205 6 E d 6 c/30 E d 6 c/18 2.00 2.00 SELLO FIRMA ESTRUCTURAL INDICADA UBICACION CODIGO : ZONA : FECHA : MAYO, 2011 SUP. CONST. : DE LAMINA N° : ING. CALCULISTA: MARIO BELMONTE B. PROPIETARIO (s) : ESCALA : DESCRIPCION DE LAMINA : PROYECTO : EDIFICIO: 8 8 DIRECCION : CALACOTO - CALLE 12 - Nº 606 EDIFICIO "COSTA AZUL" Sra. CARMEN ROSARIO SALMON DE ITURRI 1 802.41 m2 DETALLE DE VIGAS 5 E d 6 c/30 A C 2 \U+2205 16 + 1 d 12 2 \U+2205 8/cara 2 \U+2205 20 1 \U+2205 20 505, 605, 705, 805 (A - C) 25/60 5 5 2 \U+2205 6 3 \U+2205 16 VIGA 205 IDEM VIGA 305, 405, VIGA 205 - 805 (A - C) 25/60 VIGA 205 - 905 (C - D) 20/50 VIGA 205 - 805 (D - F) 25/60 E d 6 c/18 2.10 5 E d 6 c/30 C D 2 \U+2205 6 2 \U+2205 12 1 \U+2205 12 705, 805, (C - D) 20/50 305, 405, 505, 605, VIGA 205 IDEM VIGA 5 E d 6 c/30 F D 2 \U+2205 16 + 1 d 12 2 \U+2205 8/cara 2 \U+2205 16 1 \U+2205 12 505, 605, 705, 805 (D - F) 25/60 5 5 2 \U+2205 16 + 1 d 12 VIGA 205 IDEM VIGA 305, 405, E d 6 c/30 5 E 5 5 2 \U+2205 6 2 \U+2205 6 2 \U+2205 16 + 1 d 12 1 \U+2205 16 E d 8 c/16 VIGA 204 IDEM VIGA 304, 404, 504, 604, 704, 804 (A - F) 25/60 5 A C D E 3 d 20 2 d 16 + 1 d 12 2 d 8/cara 2 d 8/cara E d 6 c/20 E d 6 c/30 5 5 2 d 6 2 d 16 + 1 d 12 2 \U+2205 12 1 d 12 1 d 12 F E d 6 c/12 5 5 5 5 5 5 5 2 d 6 4 d 20 2 d 6 5 5 3 d 20 2 d 6 1 d 12 E d 8 c/30 E d 8 c/14 2.10 2.10 E d 6 c/30 E d 6 c/18 1.80 1.80 VIGA 204 - 804 (A - F) 25/60 VIGA 202 - 802 (A - C) 50/25 VIGA 202' - 802' (D' - E) 40/25 D' 5 VIGA 203 (C - D') 15/50/32.5 VIGA 203 - 803 (D - E) 60/25 (E - F) T 25/60/60 5 2 E d 6 c/10 F D' 4 \U+2205 16 2 \U+2205 8/cara 703, 803 (D - E) 60/25 (E - F) T 25/60/60 5 5 4 \U+2205 12 VIGA 203 IDEM VIGA 303, 403, 503, 603, E d 6 c/13 5 E 5 5 4 \U+2205 8 5 \U+2205 20 2 d 16 + 2 d 12 2 E d 6 c/30 2 E d 6 c/14 1.80 1.80 5 E d 8 c/18 C A 2 d 16 502, 602, 702, 802 (A - C) 50/25 5 \U+2205 20 VIGA 202 IDEM VIGA 302, 402, E d 8 c/12 5 B 2 d 12 2 d 16 5 E D' 4 d 16 702', 802' (D' - E) 40/25 4 \U+2205 12 302', 402', 502', 602', E d 8 c/12 E d 6 c/24 VIGA 201 IDEM VIGA 301, 401, 501, 601, 701, 801 (A - F) 25/60 A C E 2 d 16 + 1 d 12 2 \U+2205 8/cara 2 \U+2205 8/cara 2 d 16 2 d 16 E d 6 c/30 5 2 d 16 + 1 d 12 1 \U+2205 16 1 d 12 F E d 6 c/22 5 5 5 5 5 5 2 d 6 2 d 20 + 2 d 16 2 d 6 5 5 2 d 20 + 1 d 16 2 d 6 1 d 12 E d 6 c/30 E d 6 c/14 2.10 2.10 E d 6 c/30 1.80 VIGA 201 - 801 (A - F) 25/60 2 d 16 00, 600, 700, 800 (C - E) 25/60 C E 2 d 16 + 1 d 12 2 \U+2205 8/cara 2 d 16 E d 6 c/30 5 2 d 16 + 1 d 12 1 d 12 5 5 2 d 6 VIGA 200 IDEM VIGA 300, 400, 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 10 2 d 8 2 d 12 2 d 8 2 d 10 2 d 8 2 d 8 2 d 10 2 d 8 2 d 10 2 d 12 2 d 8 2 d 8 2 d 8 2 d 8 2 d 10 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 10 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 VIGA 2C - 8C (5 - 0) 25/60 VIGA 1D - 8D (5 - 4) 25/60 VIGA 2E - 8E (5 - 1) T 25/60/60 (1 - 0) 25/60 VIGA 2F - 8F (5 - 1) 25/60 VIGA 200 - 800 (C - E) 25/60 LOSA TIPO Y 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 2 d 8 VIGA 9C (5 - 3) 25/60 VIGA 9D (5 - 3) 25/60 E1 E2 E1 E2 E3 E2 E3 E4 E4 d 16/15 D' 5 D' 5 25 25 25 25 25 VIGA 905 (C - D) 25/60 VIGA 903 (C - D') 15/60 D' 5 LOSA TIPO NIVEL 200 A NIVEL 800 3 \U+2205 20 2 \U+2205 16 2 \U+2205 20 2 \U+2205 20 1 d 16 V1 V1 5 5 5 ESCALA : 1:20 SECCION VA - VA 30/70 4 d 20 3 d 8/cara E d 8/30 5 6 d 16 VIGA 202' IDEM VIGA CUADRO DE COLUMNAS 5 5 5 ESCALA : 1:20 SECCION V1 - V1 3 d 12 E d 6/20 5 3 d 8 5 3 d 12 E d 6/20 5 E d 6 c/18 D' E 4 \U+2205 12 VIGA 102' (D' - E) 40/25 VIGA 102' (D' - E) 40/25 4 \U+2205 16 MURO ASCENSOR VIGA 103 (C - E) 15/50 C D' E 2 d 12 E d 6 c/30 E d 6 c/30 5 5 2 d 6 1 d 10 5 5 2 d 12 2 \U+2205 12 VIGA 103 (C - E) 15/50 VIGA 104 (C - E) 25/50 C D E E d 6 c/30 E d 6 c/30 5 5 2 d 6 1 d 12 1 d 12 5 5 5 5 2 d 12 2 d 6 2 d 12 2 \U+2205 12 VIGA 104 (C - E) 20/50 3 d 12 5 E d 6 c/30 5 5 4 3 2 d 16 2 d 16 2 \U+2205 8/cara 2 \U+2205 16 E d 6 c/30 5 5 2 \U+2205 6 1 \U+2205 12 1 \U+2205 12 VIGA 9C IDEM VIGA 9D (5 - 3) 25/60 5 5 2 \U+2205 6 2 \U+2205 16 + 1 d 12 VIGA 903 (C - D) 15/60 C D' D 3 d 12 E d 6 c/20 E d 6 c/10 3 \U+2205 12 5 5 D 5 2 \U+2205 8/cara VIGA 905 (C - D) 25/60 C D 2 d 6 E d 6 c/30 2 d 16 + 1 \U+2205 12 5 2 \U+2205 8/cara VIGA 1D (5 - 4) 25/60 25

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, building, concrete, DWG, formwork, plan, reinforced concrete, schalung, stahlbeton, structure