Structural Plan Hospital DWG Plan for AutoCAD

Structural Plan Hospital DWG Plan for AutoCAD

Details – specifications – sizing

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

north, paw print, Location:, section columns esc., high, column, shoe, elevation esc:, plant esc., seal of college of engineers, professional signature, July, date, indicated, scale, sheet, structural calculation, center oruro, signature owner, low level, second floor, first floor, total, sexual reproductive health, sup ground, surfaces, of November, calle herrera, pay street, street montecinos, stamp of approval h.a.m.o., owner, draft, cies, August street, velasco galvarro street, location map, esc., sup build, sup build, elevation esc:, plant esc., shoe, fy steel, cm capacity, depth m., concrete, general specifications, cv capacity, beams cm, ground, prestressed joists, slabs cm, stairs cm, c.p.s. kg, coatings, materials, shoes cm, columns cm, slab, m. load, beam, joists, joists, joists, beam, joists, beam, beam, beam, beam, beam, beam, beam, joists, beam, joists, beam, beam, beam, joists, beam, beam, joists, beam, beam, joists, beam, beam, beam, joists, beam, joists, beam, beam, beam, m. load, beam, beam, beam, beam, joists, beam, joists, joists, beam, joists, beam, beam, beam, beam, joists, beam, beam, beam, joists, beam, slab, beam, joists, beam, beam, joists, beam, joists, stamp of approval h.a.m.o., signature owner, sheet, seal of college of engineers, date, July, scale, indicated, professional signature, sup build, August street, sexual reproductive health, center oruro, structural calculation, draft, owner, street montecinos, cies, total, location map, calle herrera, velasco galvarro street, pay street, of November, sup build, second floor, sup build, first floor, low level, surfaces, esc., sup ground, detail slab lightened, mesh, esc., joists of, plastoform, mesh, esc., section beam edge, esc., esc., beam, beam, esc., esc., beam, esc., beam, beam, esc., beam, esc., esc., beam, esc., beam, beam, esc., esc., beam, esc., total, street montecinos, owner, draft, stamp of approval h.a.m.o., indicated, July, date, seal of college of engineers, structural calculation, center oruro, sexual reproductive health, professional signature, scale, signature owner, cies, sheet, velasco galvarro street, location map, August street, surfaces, esc., pay street, calle herrera, of November, second floor, sup build, sup ground, low level, first floor, sup build, esc., beam, shoes cm, columns cm, c.p.s. kg, stairs cm, slabs cm, prestressed joists, beams cm, cv capacity, depth m., cm capacity, ground, coatings, general specifications, concrete, fy steel, materials, cm capacity, cv capacity, ground, depth m., prestressed joists, c.p.s. kg, fy steel, concrete, coatings, beams cm, slabs cm, stairs cm, columns cm, shoes cm, materials, general specifications, stairs, esc., beam, esc., beam mooring section, edge beam, slab lift, esc., walls lift, base base lift, esc.

Raw text data extracted from CAD file:

2.36 1.20 2.40 1.20 2.40 1.20 3.64 14.40 5.35 3.66 5.43 3.70 4.26 3.61 6.71 6.73 34.10 6.48 3.40 2.60 1.52 14.00 6.74 5.44 3.66 0.81 9.91 4.59 1.80 0.20 0.50 2.20 0.78 0.78 0.35 0.15 0.15 2.20 0.78 0.78 0.35 0.15 0.15 0.30 2.00 0.70 0.15 0.70 0.15 0.70 2.00 0.15 0.30 0.70 0.15 0.30 1.80 0.60 0.15 0.60 0.15 0.30 1.80 0.60 0.15 0.60 0.15 0.60 1.80 0.60 0.15 0.30 0.15 0.30 2.80 0.30 0.95 0.48 0.15 0.48 2.00 0.70 0.70 0.15 0.30 0.15 1.65 1.20 0.15 0.30 0.70 2.00 0.15 0.30 0.15 0.70 0.30 1.37 0.15 0.55 0.37 0.85 1.30 0.30 0.15 1.22 2.66 0.60 0.30 0.30 0.24 1.30 0.30 0.85 2.00 0.70 0.15 0.15 0.30 0.70 0.15 1.30 0.30 0.85 0.15 0.85 1.30 0.15 0.30 1.30 0.85 0.30 0.15 0.85 1.30 0.15 0.30 0.23 0.85 1.30 0.30 0.15 1.46 0.85 0.30 0.15 0.16 NORTE NORTE 0.15 0.35 2.36 1.20 2.40 1.20 2.40 1.20 3.64 14.40 5.35 3.66 5.43 3.70 4.26 3.61 6.71 6.73 34.10 6.48 3.40 2.60 1.52 14.00 6.74 5.44 3.66 0.81 9.91 4.59 0.35 0.35 0.30 0.30 0.30 0.30 0.30 0.25 0.25 0.25 c/huella 0.18 huella 0.25 17 18 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 4.59 5.35 34.10 6.73 6.48 4.26 6.71 3.61 3.70 5.43 3.66 9.91 5.44 3.66 0.81 14.40 2.40 2.36 1.20 1.20 2.40 1.20 3.64 \A1;12 \A1;12 \A1;50 \A1;5 \A1;20 \A1;0.4 \A1;0.15 d 1/4 c/18 2.36 3.66 d 1/4 c/18 d 1/4 c/18 4.80 3.60 d 1/4 c/18 d 1/4 c/18 3.58 4.08 2.40 3.55 1.25 d 1/4 c/18 d 1/4 c/18 d 1/4 c/18 d 1/4 c/18 2.40 3.55 d 1/4 c/18 d 1/4 c/18 d 1/4 c/18 d 1/4 c/18 4.21 4.67 5.15 d 1/4 c/18 d 1/4 c/18 d 1/4 c/18 d 1/4 c/18 3.68 2.40 3.55 d 1/4 c/12 d 1/4 c/12 d 1/4 c/18 5.79 1.21 4.74 d 1/4 c/18 d 1/4 c/12 d 1/4 c/12 d 1/4 c/18 d 1/4 c/18 6.54 d 1/4 c/18 d 1/4 c/12 4.74 d 1/4 c/12 4.12 d 1/4 c/18 d 1/4 c/18 4.74 d 1/4 c/18 3.05 5.28 d 1/4 c/18 3.33 2.76 d 1/4 c/18 d 1/4 c/18 d 1/4 c/12 d 1/4 c/12 d 1/4 c/18 d 1/4 c/12 d 1/4 c/12 6.00 d 1/4 c/18 5.88 2.13 d 1/4 c/18 d 1/4 c/12 d 1/4 c/12 d 1/4 c/18 d 1/4 c/12 d 1/4 c/12 6.00 d 1/4 c/18 d 1/4 c/12 d 1/4 c/12 6.45 d 1/4 c/18 1.55 6.60 d 1/4 c/15 3.30 3.30 \A1;0.45 \A1;0.2 0.40 1.00 0.36 0.32 0.32 0.72 1.44 0.80 2.10 1.35 1.70 1.44 0.125 0.30 0.18 0.125 0.30 0.18 2.90 0.10 0.20 0.20 2.30 0.10 2.70 2.30 0.20 0.20 0.20 3.10 2.90 2.30 0.20 0.20 0.25 0.40 0.80 1 2 3 4 5 6 7 8 10 9 A B E G C D L N M F J K Ñ I H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UBICACION ZAPATAS Esc: 1:100 7' SECCION COLUMNAS Esc. 1:10 ALTO (m) S/PLANTA 3.20 P2 3.20 P1 4.80 PB COLUMNA ZAPATA C5-C6-L7-L8 ELEVACION Esc: 1:25 PLANTA Esc. 1:25 5 5 5 2 4 d 3/8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2 c/12.5 4 4 d 3/8 SELLO COLEGIO DE INGENIEROS FIRMA PROFESIONAL JULIO - 2003 FECHA : INDICADAS ESCALA : 3 1 de LAMINA : CÁLCULO ESTRUCTURAL CENTRO ORURO FIRMA PROPIETARIO PLANTA BAJA SEGUNDO PISO PRIMER PISO TOTAL : SALUD SEXUAL Y REPRODUCTIVA SUP. TERRENO : SUPERFICIES : 1° DE NOVIEMBRE CALLE HERRERA CALLE PAGADOR CALLE MONTECINOS SELLO DE APROBACION H.A.M.O. PROPIETARIO : PROYECTO : c i e s cies CALLE 6 DE AGOSTO CALLE VELASCO GALVARRO PLANO DE UBICACION ESC. 1 : 5000 567.20 m2 1188.80 m2 398.20 m2 SUP. A CONSTRUIR : SUP. A CONSTRUIR : 356.30 m2 SUP. A CONSTRUIR : 434.30 m2 3 d 1/2 c/12.5 5 d 1/2 c/12.5 4 d 3/8 6 d 1/2 c/12.5 8 d 1/2 c/12.5 7 9 4 d 3/8 d 1/2 c/12.5 10 d 1/2 c/12.5 11 4 d 3/8 12 14 d 1/2 c/12.5 13 d 1/2 c/12.5 4 d 3/8 15 d 1/2 c/12.5 d 1/2 c/12.5 16 17 18 4 d 3/8 d 1/2 c/12.5 d 1/2 c/12.5 19 20 18 4 d 3/8 d 1/2 c/12.5 21 d 1/2 c/12.5 22 4 d 3/8 20 4 d 3/8 23 19 d 1/2 c/12.5 d 1/2 c/12.5 d 1/2 c/12.5 24 25 26 4 d 3/8 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 ELEVACION Esc: 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 PLANTA Esc. 1:25 ZAPATA C2-D2-C3-D3-C4-D4-F3-L9 ZAPATA F4-J6-C7-J7-M8-N8-N9 ZAPATA F2-G2-J5-F5 ZAPATA K2-K3-K4-K5-KL-K7-K7'-K8-K9 ZAPATA I2-I3-I4-Ñ8-Ñ9 ZAPATA N10-Ñ10 ZAPATA B1-E1-G1-L10 ZAPATA A1 ZAPATA H1 ZAPATA K10 ACERO : fy = 4200 Kg/cm2. Capacidad de CM = 450 Kg/m2 Profundidad zapatas = 1.80 m. HORMIGON : f'c= 210 Kg/cm2. ESPECIFICACIONES GENERALES Capacidad de CV = 250 Kg/m2 Vigas = 2.5 cm TERRENO : VIGUETAS PRETENSADAS : Losas = 1.5 cm Escaleras = 1.5 cm C.P.S. = 1.20 Kg / cm2. RECUBRIMIENTOS : MATERIALES : Zapatas = 7.0 cm Columnas = 2.5 cm 5 4 d 1/2 27 28 2 d 1/2 5 10 5 5 5 5 5 5 5 5 K 5 L M 5 N Ñ 5 7' 5 9 8 6 7 5 5 5 2 5 4 3 5 LOSA P1 Esc: 1:100 J 5 5 5 5 I 5 5 1 5 A 5 B C 5 G 5 E D 5 F 5 H M. CARGA 5 5 1 8 d 5/8 2 d 1/4 c/20 5 5 4 3 8 d 5/8 d 1/4 c/20 6 d 5/8 5 d 1/4 c/20 6 5 5 5 5 8 7 6 d 5/8 d 1/4 c/20 4 d 5/8 9 d 1/4 c/20 10 5 5 C5-C6-L7-L8 C2-D2-C3-D3-C4-D4-F3-L9 A1-B1-E1-G1-H1-K2-F2-G2-I2-K3-I3 K4-F4-I4-K5-J5-F5-K6-J6 K7-C7-J7-K7'-K8-M8-N8-Ñ8 K9-N9-Ñ9-K10-L10-N10-Ñ10 A1-B1-E1-G1-H1-K2-F2-G2-I2-K3-I3 K4-F4-I4-K5-J5-F5-K6-C'6 K9-K10-L10 K7-K7'-K8 C2-D2-C3-D3-C4-D4-F3-L9 C2-D2-C3-D3-C4-D4-F3-L9 C5-C6-L7-L8 C5-C6-L7-L8 C' K9-K10-L10 K4-F4-K5-J5-F5-K6-C'6 B1-E1-G1-K2-F2-G2-I2-K3-I3 A1-H1-I4 C7-M8 K7-K7'-K8 C7-M8 VIGA (20/45) VIGUETAS VIGUETAS 2 d 3/8 c/50 1 VIGUETAS 2 d 3/8 c/50 1 1 2 d 3/8 c/50 1 2 d 3/8 c/50 1 2 d 3/8 c/50 VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGUETAS VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) 2 d 3/8 c/50 1 2 d 3/8 c/50 1 1 2 d 3/8 c/50 1 2 d 3/8 c/50 2 d 3/8 c/50 1 2 d 3/8 c/50 1 2 d 3/8 c/50 1 1 2 d 3/8 c/50 2 d 3/8 c/50 1 2 d 3/8 c/50 1 2 d 3/8 c/50 1 1 2 d 3/8 c/50 2 d 3/8 c/50 1 1 2 d 3/8 c/50 2 d 3/8 c/50 1 VIGUETAS VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/50) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) 2 d 3/8 c/50 1 VIGA (20/45) VIGA (20/45) VIGA (20/45) VIGA (20/45) 5 5 5 5 VIGA (20/45) 5 VIGA (20/45) 5 10 K 9 VIGA (20/45) 5 8 VIGA (20/45) 7 7' VIGA (20/45) VIGUETAS L VIGA (20/50) VIGUETAS VIGA (20/50) 2 d 3/8 c/50 1 VIGA (20/45) 2 d 3/8 c/50 VIGA (20/50) VIGA (20/50) VIGUETAS 1 1 2 d 3/8 c/50 VIGA (20/50) VIGA (20/50) 2 d 3/8 c/50 VIGA (20/50) VIGUETAS VIGA (20/45) 1 VIGA (20/50) VIGUETAS VIGA (20/45) VIGA (20/45) 4 5 6 5 5 2 d 3/8 c/50 2 d 3/8 c/50 VIGA (20/50) VIGA (20/50) 2 d 3/8 c/50 5 VIGA (20/50) VIGA (20/50) VIGA (20/45) VIGA (20/45) VIGUETAS VIGA (20/45) VIGA (20/45) VIGUETAS VIGUETAS 1 2 d 3/8 c/50 1 VIGA (20/45) VIGA (20/50) 5 VIGA (20/45) 3 VIGA (20/45) M. CARGA VIGA (20/45) VIGA (20/45) 2 d 3/8 c/50 2 d 3/8 c/50 J C' VIGA (20/50) 2 d 3/8 c/50 1 1 VIGA (20/45) 1 VIGA (20/50) VIGA (20/45) VIGUETAS VIGUETAS VIGA (20/45) 2 d 3/8 c/50 1 VIGUETAS 1 VIGUETAS VIGA (20/45) VIGA (20/50) VIGUETAS 1 2 d 3/8 c/50 VIGA (20/45) 1 VIGA (20/45) VIGA (20/45) 5 C B A VIGA (20/45) 5 5 2 1 1 VIGA (20/45) VIGUETAS VIGA (20/45) VIGA (20/45) 2 d 3/8 c/50 5 G D E F VIGA (20/45) VIGA (20/45) 5 1 1 VIGA (20/45) VIGUETAS VIGUETAS 5 2 d 3/8 c/50 2 d 3/8 c/50 VIGA (20/45) 5 LOSA P2 Esc: 1:100 5 5 5 VIGA (20/45) VIGA (20/45) H 1 5 VIGUETAS 5 VIGA (20/45) I 2 d 3/8 c/50 VIGA (20/45) VIGUETAS VIGA (20/45) VIGA (20/50) VIGA (20/50) 2 d 3/8 c/50 1 VIGUETAS SELLO DE APROBACION H.A.M.O. FIRMA PROPIETARIO LAMINA : SELLO COLEGIO DE INGENIEROS 2 FECHA : JULIO - 2003 ESCALA : INDICADAS FIRMA PROFESIONAL 3 de 434.30 m2 356.30 m2 398.20 m2 1188.80 m2 567.20 m2 SUP. A CONSTRUIR : CALLE 6 DE AGOSTO SALUD SEXUAL Y REPRODUCTIVA CENTRO ORURO CÁLCULO ESTRUCTURAL PROYECTO : PROPIETARIO : CALLE MONTECINOS cies c i e s TOTAL : PLANO DE UBICACION CALLE HERRERA CALLE VELASCO GALVARRO CALLE PAGADOR 1° DE NOVIEMBRE SUP. A CONSTRUIR : SEGUNDO PISO SUP. A CONSTRUIR : PRIMER PISO PLANTA BAJA SUPERFICIES : ESC. 1 : 5000 SUP. TERRENO : 2 d 3/8 c/50 DETALLE LOSA ALIVIANADA MALLA 1/4" c/25 d 1/4 c/25 Esc. 1:20 5 5 5 VIGUETAS DE H° P° PLASTOFORM MALLA d 1/4 c/25 1 Esc. 1:10 5 5 SECCION VIGA DE BORDE 5 5 d 1/4 c/20 2 Esc. 1:10 4 d 1/2 1 7 2 d 5/8 2 d 5/8 2 d 1/4 c/18 3 1 d 5/8 1 2 d 5/8 8 2 d 5/8 6 <> A B ( 20/45) Esc. 1:50 VIGA 1 H <> 1 d 5/8 4 E 1 d 5/8 5 G d 1/4 c/18 8 d 1/4 c/18 8 <> <> ( 20/45) ( 20/45) ( 20/45) d 1/4 c/18 8 d 1/4 c/18 2 2 d 5/8 1 8 2 d 5/8 ( 20/45) <> A 7 2 d 5/8 6 2 d 5/8 H <> 1 d 5/8 3 C 21d 5/8 4 D 1 d 5/8 5 F G ( 20/45) ( 20/45) ( 20/45) ( 20/45) VIGA 2 Esc. 1:50 <> <> <> d 1/4 c/18 8 d 1/4 c/18 8 d 1/4 c/18 8 d 1/4 c/18 8 2 <> d 1/4 c/18 8 K d 1/4 c/18 d 1/4 c/18 3 1 d 5/8 1 2 d 5/8 2 d 5/8 4 21d 5/8 8 d 1/4 c/18 8 5 1 d 5/8 8 6 2 d 5/8 7 2 d 5/8 ( 20/45) <> C ( 20/45) ( 20/45) ( 20/45) <> Esc. 1:50 VIGA 3 D F <> I d 1/4 c/18 <> K <> Esc. 1:50 4 d 1/4 c/18 <> 2 d 5/8 1 d 3/4 3 2 d 5/8+1d 1/2 8 1 8 2 ( 20/50) C 8 d 1/4 c/18 21d 5/8 5 1 d 5/8 <> D F VIGA 4 d 1/4 c/18 8 2 d 5/8 6 7 2 d 5/8 I d 1/4 c/12 8 d 1/4 c/12 8 <> d 1/4 c/18 K 6 d 1/4 c/12 F C J <> 6 d 1/4 c/12 2 d 5/8+1d 1/2 1 6 6 2 d 5/8 2 ( 20/50) 3 2 d 5/8 d 1/4 c/18 <> VIGA 5 Esc. 1:50 2 d 5/8 2 2 d 5/8 4 ( 20/50) ( 20/50) 1 d 5/8 5 d 1/4 c/18 6 2 d 3/4 <> d 1/4 c/12 d 1/4 c/12 6 2 d 5/8+2 d 1/2 d 1/4 c/18 6 K 2 d 5/8 2 d 5/8 2 ( 20/50) 2 4 d 1/4 c/18 6 5 2 d 5/8 6 <> C ( 20/50) VIGA 6 Esc. 1:50 J 1 d 5/8 3 1 6 1 d 5/8 Esc. 1:50 VIGA 7 <> 2 2 d 1/4 c/18 4 1 2 d 5/8 2 d 5/8 2 d 5/8 3 K ( 20/50) d 1/4 c/18 4 <> C ( 20/50) J B ( 20/50) d 1/4 c/18 4 <> <> 2 d 5/8 2 d 5/8 2 d 5/8+1 d1/2 d 1/4 c/18 <> ( 20/50) 4 2 2 1 K ( 20/50) 2 d 5/8 3 L Esc. 1:50 VIGA 8 M Ñ N <> ( 20/50) 2 1 2 d 5/8 2 d 5/8 2 d 5/8 4 d 1/4 c/18 3 d 1/4 c/18 4 d 1/4 c/12 4 d 1/4 c/12 <> d 1/4 c/18 d 1/4 c/12 7 7 2 2 1 2 d 5/8 2 d 5/8 2 d 5/8+1 d 1/2 7 d 1/4 c/12 2 d 3/4 3 <> K ( 20/50) L VIGA 9 ( 20/50) Esc. 1:50 d 1/4 c/18 6 2 d 5/8 2 d 5/8 7 5 2 d 5/8+1 d 1/2 <> N ( 20/50) Ñ 4 2 d 5/8 d 1/4 c/18 7 d 1/4 c/12 d 1/4 c/12 7 7 Esc. 1:50 VIGA 8 d 1/4 c/18 <> ( 20/50) ( 20/50) d 1/4 c/18 7 d 1/4 c/12 7 2 d 5/8 2 d 5/8 2 2 1 2 d 5/8+1 d 1/2 7 7 d 1/4 c/12 d 1/4 c/12 2 d 3/4 3 <> K L VIGA10 Esc. 1:50 ( 20/50) d 1/4 c/18 7 7 7 d 1/4 c/12 5 4 2 d 5/8 2 d 5/8+1 d 1/2 2 d 5/8 2 d 5/8 6 <> N Ñ TOTAL : CALLE MONTECINOS PROPIETARIO : PROYECTO : SELLO DE APROBACION H.A.M.O. 3 INDICADAS 3 JULIO - 2003 FECHA : SELLO COLEGIO DE INGENIEROS de c i e s CÁLCULO ESTRUCTURAL CENTRO ORURO SALUD SEXUAL Y REPRODUCTIVA FIRMA PROFESIONAL ESCALA : FIRMA PROPIETARIO cies LAMINA : 1188.80 m2 CALLE VELASCO GALVARRO PLANO DE UBICACION CALLE 6 DE AGOSTO SUPERFICIES : ESC. 1 : 5000 CALLE PAGADOR CALLE HERRERA 1° DE NOVIEMBRE 567.20 m2 398.20 m2 356.30 m2 434.30 m2 SEGUNDO PISO SUP. A CONSTRUIR : SUP. A CONSTRUIR : SUP. TERRENO : PLANTA BAJA PRIMER PISO SUP. A CONSTRUIR : <> d 1/4 c/15 1 4 2 ( 20/50) 2 d 5/8 2 d 5/8 2 d 5/8 8 Esc. 1:50 VIGA C-L 7 2 d 3/8 3 3 2 d 3/8 7' <> <> Zapatas = 7.0 cm Columnas = 2.5 cm C.P.S. = 1.20 Kg / cm2. Escaleras = 1.5 cm Losas = 1.5 cm VIGUETAS PRETENSADAS : Vigas = 2.5 cm Capacidad de CV = 250 Kg/m2 Profundidad zapatas = 1.80 m. Capacidad de CM = 450 Kg/m2 TERRENO : RECUBRIMIENTOS : ESPECIFICACIONES GENERALES HORMIGON : f'c= 210 Kg/cm2. ACERO : fy = 4200 Kg/cm2. MATERIALES : Capacidad de CM = 450 Kg/m2 Capacidad de CV = 250 Kg/m2 TERRENO : Profundidad zapatas = 1.80 m. VIGUETAS PRETENSADAS : C.P.S. = 1.20 Kg / cm2. ACERO : fy = 4200 Kg/cm2. HORMIGON : f'c= 210 Kg/cm2. RECUBRIMIENTOS : Vigas = 2.5 cm Losas = 1.5 cm Escaleras = 1.5 cm Columnas = 2.5 cm Zapatas = 7.0 cm MATERIALES : ESPECIFICACIONES GENERALES ESCALERAS Esc. 1:25 VIGA (20/50) VIGA A-B-C-D-E-F-G-H-I-J-K-L-N-M-Ñ 5 5 Esc. 1:10 2 d 1/4 c/18 1 6 d 1/2 SECCION VIGA DE AMARRE VIGA DE BORDE VIGA DE BORDE 5 5 5 5 5 5 5 5 5 5 5 5 d 1/2 c/10 1 2 7 d 1/2 3 12 d 5/16 d 5/16 c/15 8 d 3/8 c/10 4 d 3/8 c/10 9 d 3/8 c/10 5 6 d 3/8 c/10 7 d 3/8 c/10 10 d 3/8 c/10 d 5/16 c/15 8 11 d 3/8 c/10 d 3/8 c/10 12 d 3/8 c/10 13 d 3/8 c/10 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 1/2 c/15 1 5 d 3/8 c/12.5 2 5 d 1/2 3 d 3/8 c/20 4 d 1/4 c/25 5 7 d 1/2 6 d 1/2 c/15 7 LOSA TAPA ASCENSOR Esc. 1:25 Esc. 1:25 MUROS ASCENSOR LOSA BASE ASCENSOR Esc. 1:25 5

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, details, DWG, erdbebensicher strukturen, Hospital, plan, seismic structures, sizing, specifications, structural, structure, strukturen