Horizontal Property DWG Block for AutoCAD

This property; has 5 floors; each of which has individual departments. On the first floor there are 2 bedrooms apartments distributed; dining room; wc; kitchen and courtyard of clothes. I n the second floor; there are 2 similar to the first departments. On the third floor an apartment and a terrace and communal area; as in following story .

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

not filiation, observations:, deputy director of planning, planning department, approved, no license, type of license, location, date :, receipt of the treasury. no, undersecretary of town planning, terrace, living room, kitchen, bedroom, clothes, wc, main facade, third floor extension, roof, deck slab, hall, dining room, room, lev. first floor, lev. second floor, marquee, proy. second floor, proy. terrace slab, contains :, -lev. arq first, second floor, scale: flat n., owner:, design:, jaime calderon t., housing extension single, sra.maria aura elisa gualmatan, urb. peace, -fachadas principal, lateral, hall, existing slab, slab to be built, extension, lateral facade, longitudinal cut a-a ‘, transv cut. b-b ‘,-longitudinal cuts a-a’, tranzv. b-b ‘, -large third floor, roof, areas, -localization, -inst. hydro-sanitary, conventions, -inst. electrical, load panel, sanitary, ci, inspection box, hydraulic, tee, water outlet, stopcock, meter, elbow, special outlet, double switch, double outlet, wall light, switch control, lamp, board general, conventions, breakers, watts, sockets c., lamps, no. circuits, total, to the meter, goes up to the tank, low tank, tank, reserve, column armor, both directions, shoe, detail lightened slab, cassette of guadua, in both directions, mooring beam, counterweight beam, foundation in, concrete, cyclopean, vt., empty, foundation, mezzanine floor and terrace, column reinforcement, existing column, area chart, lot area., viewnumber, sheetnumber, dimensions in cm, floor beam, foundation detail zapatatipo, nv. terrain, separation sepx, sepy, bxl, garage, platform, empty on patio, girder channel, iron, lighten with icopor, detail slab of mezzanine, sheet, drawing:, urban planning subdivision, project :, structural elements :, non-structural elements :, owner :, collaboration and drawing :, place and date:, detached house, cutting of load beams, cutting of auxiliary beams, cutting of joists, element, pos., diam., no., pat., straight, long ., total, ladder, total :, type of support:, factory wall, single flat beam, single beam off-hook, load table, type of loads, loads, handrails, overload of use, rungs, materials, supports, upper: single flat beam, lower: only beam suspended, intermediate: factory wall, armed with stairs, cutting of type columns, covered strip and

Raw text data extracted from CAD file:

2#12 d3/4 RADICACION No OBSERVACIONES: SUBDIRECTOR DE URBANISMO DEPARTAMENTO DE PLANEACION APROBADO LICENCIA No TIPO DE LICENCIA LOCALIZACION IMPUESTO LICENCIA $ FECHA: RECIBO TESORERIA MPAL. No SUBSECRETARIA DE URBANISMO \A1;6.84 \A1;12.20 \A1;.59 \A1;.37 \A1;1.40 \A1;.93 \A1;.97 \A1;1.03 \A1;1.41 \A1;.15 \A1;1.12 \A1;1.32 \A1;.73 \A1;.15 \A1;3.48 \A1;.15 \A1;5.60 \A1;1.22 \A1;1.12 \A1;.10 \A1;.73 \A1;.15 \A1;.60 \A1;.70 \A1;.64 \A1;1.17 \A1;1.50 \A1;1.55 \A1;1.96 \A1;2.10 \A1;3.77 \A1;.15 \A1;12.84 \A1;2.40 \A1;.80 \A1;.15 \A1;.80 \A1;2.40 \A1;.10 \A1;.60 \A1;2.83 \A1;3.01 \A1;2.30 \A1;.42 \A1;.80 \A1;.70 \A1;1.30 \A1;1.02 \A1;.90 \A1;2.87 \A1;.30 \A1;1.53 \A1;.15 \A1;2.03 \A1;.30 \A1;1.15 \A1;1.68 \A1;.15 \A1;1.43 \A1;.60 \A1;3.02 \A1;.83 \A1;2.88 \A1;3.06 \A1;3.92 \A1;4.01 \A1;3.97 \A1;.79 \A1;6.0 \A1;2.86 \A1;3.06 \A1;.15 \A1;.90 \A1;.73 \A1;.97 \A1;2.64 \A1;1.30 \A1;2.78 \A1;1.28 \A1;1.45 \A1;4.00 \A1;4.01 \A1;3.77 \A1;12.00 \A1;2.85 \A1;.17 \A1;2.83 \A1;.15 \A1;.16 \A1;.15 \A1;.90 \A1;.15 \A1;2.72 \A1;.15 \A1;3.86 \A1;.15 \A1;3.77 \A1;.15 \A1;.15 \A1;2.91 \A1;.15 \A1;4.72 \A1;.15 \A1;12.71 \A1;.15 \A1;6.0 \A1;2.87 \A1;3.06 \A1;2.26 \A1;1.25 \A1;.41 \A1;2.10 \A1;1.21 \A1;.15 \A1;2.06 \A1;1.28 \A1;1.48 \A1;.51 \A1;4.00 \A1;4.01 \A1;3.77 \A1;.16 \A1;.78 \A1;1.29 \A1;.78 \A1;.17 \A1;.83 \A1;.74 \A1;1.26 \A1;.15 \A1;.47 \A1;.16 \A1;1.57 \A1;.88 \A1;.15 \A1;.25 \A1;.17 \A1;.25 \A1;.15 \A1;.88 \A1;1.55 \A1;.15 \A1;.43 \A1;3.77 \A1;.15 \A1;1.54 \A1;.15 \A1;3.35 \A1;.15 \A1;3.10 \A1;3.10 \A1;.15 \A1;4.05 \A1;.15 \A1;3.16 \A1;3.34 \A1;.17 \A1;2.83 \A1;3.14 \A1;.17 \A1;2.83 \A1;3.16 \A1;.15 \A1;2.83 \A1;3.01 \A1;2.85 \A1;3.97 \A1;4.01 \A1;3.92 \A1;6.84 \A1;9.07 \A1;6.25 \A1;.79 \A1;.59 \A1;2.82 \A1;.80 \A1;4.66 \A1;.60 \A1;2.10 \A1;2.30 \A1;.20 \A1;2.10 \A1;.20 \A1;.80 \A1;7.70 \A1;2.10 \A1;.68 \A1;AMPLIACION \A1;AMPLIACION \A1;AMPLIACION \A1;1.47 \A1;.10 \A1;1.30 \A1;.70 \A1;.20 \A1;.80 \A1;1.30 \A1;.80 \A1;1.30 \A1;2.10 \A1;.20 \A1;2.10 \A1;.20 \A1;2.10 \A1;.20 \A1;.37 \A1;7.27 \A1;2.10 \A1;.20 \A1;2.10 \A1;.20 \A1;.80 \A1;1.30 \A1;.20 \A1;1.27 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;1.50 \A1;2.00 \A1;2.20 \A1;1.70 \A1;1.55 \A1;1.80 \A1;2.30 \A1;1.55 \A1;1.90 \A1;2.30 \A1;1.70 \A1;1.80 \A1;2.20 \A1;1.50 \A1;2.10 \A1;2.20 \A1;1.50 \A1;1.70 \A1;1.70 \A1;2.00 \A1;2.50 \A1;1.30 \A1;1.50 \A1;2.88 \A1;3.05 \A1;3.92 \A1;4.01 \A1;3.97 \A1;3.01 \A1;2.85 \A1;.40 \A1;3.01 \A1;2.85 \A1;3.97 \A1;4.01 \A1;3.92 \A1;6.84 \A1;12.20 \A1;12.84 \A1;.83 \A1;2.88 \A1;3.06 \A1;3.92 \A1;4.01 \A1;3.97 \A1;.79 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.50 \A1;.30 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.37 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.40 \A1;.12 \A1;.55 \A1;.30 \A1;.49 \A1;.15 \A1;.53 \A1;.35 \A1;1.20 \A1;.10 \A1;1.22 \A1;.35 \A1;1.30 \A1;.10 \A1;1.19 \A1;.35 \A1;2.37 \A1;3.62 \A1;5.87 \A1;.15 \A1;1.96 \A1;.15 \A1;.45 \A1;.80 \A1;2.82 \A1;.79 \A1;.59 \A1;.25 \A1;1.64 \A1;.25 \A1;.56 \A1;.97 \A1;2.58 \A1;4.01 \A1;3.97 \A1;.94 \A1;.83 \A1;2.88 \A1;2.98 \A1;6.84 \A1;9.07 \A1;6.25 \A1;.79 \A1;.59 \A1;2.82 \A1;.80 \A1;4.66 \A1;.60 \A1;.35 \A1;.35 \A1;.30 \A1;0.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TERRAZA SALA-COMEDOR COCINA ALCOBA ALCOBA ROPAS W.C. FACHADA PRINCIPAL AMPLIACION TERCER PISO TERRAZA CUBIERTA LOSA DE CUBIERTA N1-VP1 N 2.3 30 x 30 0.15 0.37 0.35 2.66 0.35 2.50 0.35 A B C 2#5L=3.70 2#5L=4.29 2#5L=3.70 2#5L=4.29 10 67#3 6c/5 9c/5 13c/12.5 9c/5 9c/5 12c/12.5 9c/5 N1-VP2 N 2.3 30 x 30 0.10 0.16 0.35 2.66 0.35 2.50 0.35 A B C 2#5L=3.40 2#5L=4.30 2#5L=3.40 2#5L=4.30 10 63#3 2c/5 9c/5 13c/12.5 9c/5 9c/5 12c/12.5 9c/5 N1-VP3 N 2.3 30 x 30 0.15 0.38 0.35 2.53 0.35 2.63 0.35 A B C 2#5L=3.60 2#5L=4.60 2#5L=3.60 2#5L=4.60 10 66#3 6c/5 9c/5 12c/12.5 9c/5 9c/5 12c/12.5 9c/5 N1-VP4 N 2.3 30 x 30 0.15 0.18 0.35 2.53 0.35 2.63 0.35 A B C 2#5L=3.40 2#5L=4.40 2#5L=3.40 2#5L=4.40 10 62#3 2c/5 9c/5 12c/12.5 9c/5 9c/5 12c/12.5 9c/5 N1-VPA N 2.3 35 x 30 0.15 0.41 0.35 3.62 0.35 3.66 0.35 3.57 0.35 1 2 3 4 2#5L=4.70 2#5L=5.09 2#5L=5.60 2#5L=4.70 2#5L=5.09 2#5L=5.60 10 122#3 7c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 20c/12.5 9c/5 2.46 2.46 N1-VPB N 2.3 35 x 30 0.10 0.19 0.35 3.62 0.35 3.66 0.35 0.80 0.15 2.62 0.35 1 2 3 4 2#5L=4.45 2#5L=5.09 2#5L=5.60 2#5L=4.40 2#5L=5.09 2#5L=5.60 10 115#3 2c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 2c/12.5 16c/12.5 9c/5 2.46 2.46 N1-VPC N 2.3 35 x 30 0.15 0.41 0.35 3.62 0.35 3.66 0.35 2.07 0.15 1.35 0.35 1 2 3 4 2#5L=4.70 2#5L=5.10 2#5L=6.00 2#5L=4.70 2#5L=5.10 2#5L=6.00 10 120#3 7c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 12c/12.5 6c/12.5 9c/5 2.46 2.46 N2-VP1 N 4.6 30 x 30 0.15 0.58 0.35 2.66 0.35 2.50 0.35 A B C 2#5L=3.90 2#5L=4.50 2#5L=3.90 2#5L=4.50 10 70#3 9c/5 9c/5 13c/12.5 9c/5 9c/5 12c/12.5 9c/5 N2-VP2 N 4.6 30 x 30 0.15 0.58 0.35 2.66 0.35 2.50 0.35 A B C 2#5L=3.90 2#5L=4.50 2#5L=3.90 2#5L=4.50 10 70#3 9c/5 9c/5 13c/12.5 9c/5 9c/5 12c/12.5 9c/5 N2-VP3 N 4.6 30 x 30 0.15 0.58 0.35 2.53 0.35 2.63 0.35 A B C 2#5L=3.70 2#5L=4.50 2#5L=3.70 2#5L=4.50 10 69#3 9c/5 9c/5 12c/12.5 9c/5 9c/5 12c/12.5 9c/5 N2-VP4 N 4.6 30 x 30 0.15 0.58 0.35 2.53 0.35 2.63 0.35 A B C 2#5L=3.70 2#5L=4.50 2#5L=3.70 2#5L=4.50 10 69#3 9c/5 9c/5 12c/12.5 9c/5 9c/5 12c/12.5 9c/5 N2-VPA N 4.6 35 x 30 0.15 0.54 0.35 3.62 0.35 3.66 0.35 3.57 0.35 1 2 3 4 2#5L=4.80 2#5L=5.10 2#5L=5.60 2#5L=4.79 2#5L=5.10 2#5L=5.60 10 124#3 9c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 20c/12.5 9c/5 2.46 2.46 N2-VPB N 4.6 35 x 30 0.15 0.54 0.35 3.62 0.35 3.66 0.35 0.80 0.15 2.62 0.35 1 2 3 4 2#5L=4.80 2#5L=5.10 2#5L=5.70 2#5L=4.80 2#5L=5.10 2#5L=5.70 10 122#3 9c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 2c/12.5 16c/12.5 9c/5 2.46 2.46 N2-VPC N 4.6 35 x 30 0.15 0.54 0.35 3.62 0.35 3.66 0.35 2.07 0.15 1.35 0.35 1 2 3 4 2#5L=4.80 2#5L=5.10 2#5L=5.60 2#5L=4.80 2#5L=5.10 2#5L=5.60 10 122#3 9c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 12c/12.5 6c/12.5 9c/5 2.46 2.46 N3-VP1 N 6.9 30 x 30 0.15 0.58 0.35 2.66 0.35 2.50 0.35 A B C 2#5L=3.90 2#5L=4.50 2#5L=3.90 2#5L=4.50 10 70#3 9c/5 9c/5 13c/12.5 9c/5 9c/5 12c/12.5 9c/5 N3-VP2 N 6.9 30 x 30 0.15 0.58 0.35 2.66 0.35 2.50 0.35 A B C 2#5L=3.90 2#5L=4.50 2#5L=3.90 2#5L=4.50 10 70#3 9c/5 9c/5 13c/12.5 9c/5 9c/5 12c/12.5 9c/5 N3-VP3 N 6.9 30 x 30 0.15 0.58 0.35 2.53 0.35 2.63 0.35 A B C 2#5L=3.70 2#5L=4.49 2#5L=3.70 2#5L=4.49 10 69#3 9c/5 9c/5 12c/12.5 9c/5 9c/5 12c/12.5 9c/5 N3-VP4 N 6.9 30 x 30 0.35 2.63 0.35 B C 2#5L=3.75 2#5L=3.75 10 30#3 9c/5 12c/12.5 9c/5 N3-VPA N 6.9 35 x 30 0.15 0.54 0.35 3.62 0.35 3.66 0.35 1 2 3 2#5L=4.50 2#5L=6.00 2#5L=4.50 2#5L=6.00 10 86#3 9c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 N3-VPB N 6.9 35 x 30 0.15 0.54 0.35 3.62 0.35 3.66 0.35 3.57 0.35 1 2 3 4 2#5L=4.80 2#5L=5.10 2#5L=5.70 2#5L=4.80 2#5L=5.10 2#5L=5.70 10 124#3 9c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 20c/12.5 9c/5 2.46 2.46 N3-VPC N 6.9 35 x 30 0.15 0.54 0.35 3.62 0.35 3.66 0.35 3.57 0.35 1 2 3 4 2#5L=4.80 2#5L=5.10 2#5L=5.59 2#5L=4.80 2#5L=5.10 2#5L=5.59 10 124#3 9c/5 9c/5 20c/12.5 9c/5 9c/5 21c/12.5 9c/5 9c/5 20c/12.5 9c/5 2.46 2.46 Columna A-1 0.3 2.2 0.1 N 2.3 f’c=210 35 35 4#5 35 35 4#5 35×35 25#3 29 10 29 10C/10 10C/10 2C/20 2 1 Columnas A-2,A-3,B-4, Son 10 1 2 0.3 2 0.3 2 0.3 N 2.3 N 4.6 N 6.9 f’c=210 35 4#5 35 4#5 4#5 35 4#5 35 4#5 35×35 73#3 29 10 29 10C/10 10C/10 7 10C/10 10C/10 2 10C/10 10C/10 2 2 .55 1.15 .40 1.00 .60 .85 Columna A-4 1 2 0.3 2 0.3 N 2.3 N 4.6 f’c=210 35 35 4#5 35 35 4#5 35×35 51#3 29 10 29 10C/10 10C/10 7 10C/10 10C/10 2 2 Columna A-1(1) 0.3 2 0.3 2 0.3 N 2.3 N 4.6 N 6.9 f’c=210 35 35 4#5 35 35 4#5 35×35 46#3 29 10 29 10C/10 10C/10 2 10C/10 10C/10 2 2 6.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALL COCINA ALCOBA ALCOBA COMEDOR SALA W.C. LEV. PRIMER PISO LEV. SEGUNDO PISO 6.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALCOBA ALCOBA ALCOBA SALA W.C. COCINA COMEDOR HALL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C 3 2 1 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MARQUESINA Proy. Segundo Piso Proy. Segundo Piso Proy. Losa de Terraza N LOCALIZACION CONTIENE: 1:50 1 -LEV. ARQ. PRIMER, SEGUNDO PISO ESCALA: FECHA: PLANO N. PROPIETARIA: DISEÑO: JAIME CALDERON T. ABRIL/2014 AMPLIACION VIVIENDA UNIFAMILIAR URB. LA PAZ CASA 72 DE 4 SRA.MARIA AURA ELISA GUALMATAN Urb. La Paz CARRERA 2D CALLE 3A ESTE A B C A B C CONTIENE: 1:50 2 -FACHADAS PRINCIPAL, LATERAL ESCALA: FECHA: PLANO N. DISEÑO: ABRIL/2014 AMPLIACION VIVIENDA UNIFAMILIAR DE 4 B B A A TERRAZA SALA-COMEDOR COCINA ALCOBA ALCOBA ROPAS W.C. TERRAZA SALA-COMEDOR COCINA ALCOBA ALCOBA ROPAS W.C. A B C TERRAZA SALA-COMEDOR ALCOBA ALCOBA ALCOBA ALCOBA COCINA hall COCINA ALCOBA COMEDOR LOSA DE CUBIERTA 5 5 5 5 5 5 5 5 5 Losa Existente Losa a Construir Losa Existente AMPLIACION AMPLIACION FACHADA LATERAL AMPLIACION 3 2 1 4 5 5 5 5 5 5 5 5 5 CORTE LONGITUDINAL A-A’ CORTE TRANSV. B-B’ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COMEDOR ALCOBA SALA ALCOBA COCINA SALA-COMEDOR Losa a Construir LOSA DE CUBIERTA -CORTES LONGITUDINAL A-A’, TRANZV. B-B’ -AMPLIACION TERCER PISO, CUBIERTA, AREAS -LOCALIZACION CONTIENE: 1:50 3 -INST. HIDRO-SANITARIAS, CONVENCIONES ESCALA: FECHA: PLANO N. DISEÑO: ABRIL/2014 AMPLIACION VIVIENDA UNIFAMILIAR DE 4 -INST. ELECTRICAS, TABLERO DE CARGAS SANITARIAS PVC O 2″ PVC O 3″ PVC O 6″ PVC O 4″ C.I CAJA DE INSPECCION HIDRAULICAS TEE C SALIDA DE AGUA LLAVE DE PASO CONTADOR CODO TOMACORRIENTE ESPECIAL C DUCTO POR PLACA Ø 1/2″ Cu No14 INTERRUPTOR DOBLE TOMACORRIENTE DOBLE APLIQUE AL MURO CONTROL DE INTERRUPTOR LAMPARA DUCTO POR PISO Ø 1/2″ Cu No12 TABLERO GENERAL CONVENCIONES CONTADOR BREAKERS 1×15 AMP TABLERO DE CARGAS TB3 WATTIOS CARGA W/UN TOMAS C. 700 7 100 LAMPARAS 2 1 No. CIRCUITOS 3 6 TOTAL 16 13 5050 1×20 AMP 900 150 S 4 1×20 AMP 150 5 1 1×20 AMP 1500 1500 6 100 1×15 AMP 600 9 1350 TERRAZA CUBIERTA LOSA DE CUBIERTA MARQUESINA S S S S S S S S C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 TB-3 AL MEDIDOR C3 C3 C3 C3 C3 C3 C4 C4 C4 C4 C4 C4 C4 C4 C4 C5 B.A.N.3″ B.A.LL.3″ B.A.LL.3″ SIFON 2″ PVC 4″ PVC 2″ SIFON 2″ PVC 2″ PVC 2″ PVC 2″ PVC 2″ PVC 2″ Sube al tanque Baja del tanque SIFON 2″ SIFON 2″ B.A.LL.3″ B.A.LL.3″ TANQUE DE RESERVA Sube al tanque Baja del tanque A B C 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 f’c = 180 Kg/cm SOLADO. e=10cm. 2 ARMADURA DE COLUMNA d1/2 C/..25 Ambos Sentidos ZAPATA .40 4d 3/8 Ed 1/4 \A1;0.10 \A1;.17 \A1;0.05 \A1;0.10 \A1;0.40 DETALLE LOSA ALIGERADA CASETON DE GUADUA 1d 1/4 @0.25 Ed 1/4 EN AMBOS SENTIDOS 2d1/2″ 3d1/2″ VIGA DE AMARRE 1d3/8″ C/15cm L=1.20m 3d5/8″ VIGA DE CONTRAPESO 1d3/8″ C/5cm L=1.20m CIMIENTO EN CONCRETO CICLOPEO 3d5/8″ .30 Cms .30 Cms .30 Cms .30 Cms CIMIENTO EN CONCRETO CICLOPEO 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.25 1d1/2″C/.20 1d1/2″C/.20 1d1/2″C/.20 1d1/2″C/.20 VIGA DE CONTRAPESO .30*.30 VIGA DE AMARRE .30*.30 e=.35 e=.35 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 VIGA DE CONTRAPESO .30*.30 VIGA DE CONTRAPESO .30*.30 5 5 5 5 5 5 5 5 5 5 A B C 3 2 1 4 5 5 5 5 5 VIGA DE CARGA .35*.30 VIGA DE CARGA .35*.30 VIGA DE CARGA .35*.30 VIGA RIOSTRA .30*.30 VIGA DE AMARRE .30*.30 VIGA DE AMARRE .30*.30 VIGA DE AMARRE .30*.30 VIGA RIOSTRA .30*.30 VIGA RIOSTRA .30*.30 VIGA RIOSTRA .30*.30 VIGA VB .15*.30 VIGA VB .15*.30 vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. VACIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CUBIERTA 5 5 5 5 5 5 5 5 5 VIGA RIOSTRA .30*.30 VIGA RIOSTRA .30*.30 VIGA RIOSTRA .30*.30 VIGA VB .15*.30 VIGA DE CARGA .35*.30 VIGA DE CARGA .35*.30 VIGA DE CARGA .35*.30 5 5 5 3 2 1 5 5 5 A B C CIMENTACION LOSA DE ENTREPISO Y TERRAZA B-3,B-2,B-1,C-1,C-2, C-3,C-4 REFUERZO DE COLUMNA 3#5 +2#4 E3/8″ COLUMNA EXISTENTE 6#2 E1/4″ .35 .35 REFUERZO DE COLUMNA .30 0.05 PROPIETARIA: JAIME CALDERON T. URB. LA PAZ CASA 72 SRA.MARIA AURA ELISA GUALMATAN PROPIETARIA: JAIME CALDERON T. URB. LA PAZ CASA 72 SRA.MARIA AURA ELISA GUALMATAN CUADRO DE AREAS 72.00m2 AREA DEL LOTE. AREA TERCER PISO. ( Ampliacion) 55.00 m2 VIEWNUMBER SHEETNUMBER Desplante Recomendado Df=1.00m 5 5 Dimensiones en cm 7.499999999998863 Solado en Concreto Pobre e=<>cm Ganchos Hacia Dentro Extensión \U+2265<> 5 74.76107938401621 Al menos 1 estribo dentro de la Zapata Viga de Piso Suelo de Cimentación Perfil de Suelo D qu=1.0Kg/cm² \U+03B3=1.76ton/m³ \U+0278=20° c=0.4Kg/cm² Kbalasto=1.84Kg/cm³ DETALLE DE CIMENTACIÓN ZAPATATIPO Nv. Terreno Separación Sepx,Sepy 5 5 BxL 7,5 Separación Sepx,Sepy 25 Ganchos Hacia Dentro Extensión \U+226515 35 10 35 Solado en Concreto Pobre e=5,0cm 6.1 3.3 40.0 18.0 12.0 20.0 5.0 14.0 14.0 2.0 26.2 3.8 3.7 30.4 7.4 3.8 31.7 0.90 2#12 d3/4 Proy. Segundo Piso Proy. Segundo Piso W.C. W.C. GARAJE GARAJE ANDEN \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 COCINA ALCOBA ALCOBA ALCOBA SALA COMEDOR W.C. W.C. W.C. C L C L C L Vacio sobre patio VIGA CANAL 1,00 3,75 3,70 1,77 10,30 2,25 3,52 3,62 9,40 0.40 0.40 0.35 0.70 0.35 0.50 0.15 0.00 0.40 0.40 0.40 0.40 0.40 0.40 0.22 0.40 0.40 0.40 0.40 0.40 0.40 0.32 3.22 3.45 2.00 1.35 0.50 1.40 1.85 3.32 2.00 0.65 1.35 1.40 0.60 1.10 0.35 0.40 0.40 0.40 0.22 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.32 1.05 0.75 0.50 1.85 0.40 0.40 0.40 0.40 0.40 0.40 0.32 1.50 3.30 2.18 2,25 3,52 3,62 9,40 0.40 0.40 0.15 0.00 0.40 0.35 0.70 0.35 0.50 0.40 0.40 0.40 0.40 0.40 0.40 0.32 0.40 0.40 0.40 0.40 0.40 0.22 3.22 3.45 2.00 1.35 0.50 1.40 1.85 3.32 2.00 0.65 1.35 1.40 0.60 1.10 0.35 0.40 0.40 0.40 0.22 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.32 1.05 0.75 0.50 1.85 0.40 0.40 0.40 0.40 0.40 0.40 0.32 1.50 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 1,00 3,75 3,70 1,77 10,30 \A1;.15 \A1;1.50 \A1;.15 \A1;.70 \A1;1.53 \A1;.70 \A1;.15 \A1;.60 \A1;.50 \A1;10.10 W.C. PLANCHA PLANCHA W.C. 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 513.7704469952987 TERRAZA VACIO 2,25 3,52 3,62 9,40 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 0,80 3,75 3,70 1,77 10,10 0.40 0.40 0.35 0.50 0.35 0.50 10.10 0.00 0.40 0.40 0.40 0.40 0.40 0.40 0.24 3.22 3.45 2.00 1.35 0.65 1.40 1.85 3.32 2.00 0.65 1.35 1.40 1.40 0.30 0.35 0.40 0.40 0.40 0.22 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.32 1.05 0.75 0.50 1.85 0.40 0.40 0.40 0.40 0.40 0.40 0.32 1.50 0.40 0.40 0.40 0.40 0.40 0.40 0.32 0.25 2,25 3,52 3,62 9,40 0.40 0.40 1.05 1.40 1.95 1.50 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,30 \A1;0,30 0,80 3,75 3,70 1,77 10,10 0.50 2.25 0.40 0.45 0.40 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 \A1;0,30 0.40 0.40 0.40 0.35 2,25 3,52 3,62 9,40 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,35 \A1;0,15 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 \A1;0,30 \A1;0,40 1,00 3,75 3,70 1,77 10,30 0.35 1.50 2.45 1.90 1.90 1.40 2.00 1.60 1.60 2.30 1.30 2.00 2.00 2.00 2.00 1.30 1.30 1.80 1.80 2.20 1.90 1.90 1.70 2.30 1.70 0.70 1.40 0.80 0.80 1.40 0.80 1.30 0.80 2.23 3.73 3.55 1.93 3.43 3.25 0.30 0.30 0.30 0.30 2.23 3.73 3.55 1.93 3.43 3.25 0.30 0.30 0.30 0.30 2.23 3.73 3.55 1.93 3.43 3.25 0.30 0.30 0.30 0.30 3.75 3.90 1.82 3.45 3.60 1.52 0.30 0.30 0.30 0.30 3.75 3.90 1.82 3.45 3.60 1.52 0.30 0.30 0.30 0.30 3,75 3,90 1,82 3.45 3.60 1.52 0.30 0.30 0.30 0.30 1.83 2.23 3.73 3.55 1.88 3.43 3.25 0.40 0.30 0.30 0.30 2.23 3.73 3.55 1.88 3.43 3.25 0.40 0.30 0.30 0.30 2.23 3.73 3.55 1.88 3.33 3.15 0.30 0.40 0.40 0.40 1.11 3.75 3.90 0.91 3.35 3.50 0.40 0.40 0.40 1.11 3.75 3.90 3.35 3.50 0.91 0.40 0.40 0.40 0.40 0.40 0.40 3.35 3.50 1.70 0.83 1.03 3.75 3.90 1.82 1.03 3.75 3.90 1.82 3.50 1.70 0.83 30 30 4 24 4 21.0 21.0 7.5 30 30 4 24 4 21.0 21.0 7.5 30 30 4 24 4 21.0 21.0 7.5 30 30 4 24 4 21.0 21.0 7.5 30 30 4 24 4 21.0 21.0 7.5 20.0 10.0 2.8 17.2 15.9 26 30 15 2.4 4.4 24.4 7.7 1.88 0.30 0.40 2.23 26 30 15 2.4 4.4 24.4 7.7 3.73 3.43 0.30 0.30 26 30 15 2.4 4.4 24.4 7.7 3.55 3.25 0.30 0.30 2.23 0.40 0.30 1.88 26 30 15 2.4 4.4 24.4 7.7 1.88 0.30 0.40 2.23 26 30 15 2.4 4.4 24.4 7.7 26 30 15 2.4 4.4 24.4 7.7 2.72 0.15 0.30 2.42 26 30 15 2.4 4.4 24.4 7.7 1.82 1.45 0.35 0.40 1.98 3.38 3.20 0.15 0.35 0.35 0.35 26 30 15 2.4 4.4 24.4 7.7 2.23 3.73 3.55 26 30 15 2.4 4.4 24.4 7.7 3.55 0.35 0.35 3.20 3.25 0.83 0.30 0.30 0.98 3.54 26 30 15 2.4 4.4 24.4 7.7 3.50 3.35 0.10 0.10 26 30 15 2.4 4.4 24.4 7.7 26 30 15 2.4 4.4 24.4 7.7 0.35 0.35 3.55 3.20 26 30 15 2.4 4.4 24.4 7.7 1.67 0.45 0.68 1.82 3.35 30 30 4 24 4 21.0 21.0 7.5 2.23 0.30 1.93 0.30 30 30 4 24 4 21.0 21.0 7.5 0.96 3.45 3.60 1.11 3.75 3.90 0.30 0.30 0.30 0.15 0.30 0.15 1.11 0.66 0.30 0.40 1.14 3.55 1.29 3.90 20.0 10.0 2.8 17.2 15.9 0.88 3.75 3.90 0.30 0.30 0.40 3.45 3.55 0.73 20.0 10.0 2.8 17.2 15.9 0.88 3.45 3.55 1.55 1.03 3.75 3.90 1.82 20.0 10.0 2.8 17.2 15.9 0.30 0.30 0.40 0.15 20.0 10.0 2.8 17.2 15.9 0.30 0.30 0.40 3.45 3.55 1.70 1.82 3.90 3.75 20.0 10.0 2.8 17.2 15.9 3.75 3.90 1.11 3.45 3.60 0.96 0.30 0.30 0.30 0.30 0.30 0.30 3.43 3.25 3.73 3.55 20.0 10.0 2.8 17.2 15.9 20.0 10.0 2.8 17.2 15.9 0.25 1.75 2.10 \A1;0,25 \A1;0,25 \A1;0,25 \A1;0,25 \A1;0,25 \A1;1,00 \A1;1,75 \A1;1,25 2.0 100.0 10.0 22.0 d=7.7 \A1;1,57 \A1;9#2 1c22cm 30 máx 40cm S preferido 40cm S preferido 40cm máx 40cm \A1;20 \A1;15 \A1;10 34.73356019872944 34.73356019872944 34.73356019872944 34.73356019872944 34.73356019872944 Aligerar con ICOPOR Aligerar con ICOPOR Aligerar con ICOPOR Aligerar con ICOPOR Detalle Losa de Entrepiso 34.73356019872944 34.73356019872944 34.73356019872944 máx 40cm \A1;10 30 S preferido 40cm S preferido 40cm máx 40cm \A1;20 \A1;15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6E#2 L=0.85m b=7.4cm h=30.4cm 5 6E#2 L=0.41m h=26.2cm Vigueta Vta VC-1 Sección 12×20 L=0.90m 4#3=0.76/0.97m 5 4#3=0.76/0.97m 5 5 PLIEGO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ENTREPISO 1 Nv +2.55 5 5 5 5 5 5 5 5 5 \W0.76380; 1 \W0.82515; 2 \W0.80675; 3 \W0.78374; 4 \W0.64110; A B \W0.75460; C \W0.53834; D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.76380; 1 \W0.82515; 2 \W0.80675; 3 \W0.78374; 4 \W0.64110; A B \W0.75460; C \W0.53834; D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ENTREPISO 2 Nv +5.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.76380; 1 \W0.82515; 2 \W0.80675; 3 \W0.78374; 4 \W0.64110; A B \W0.75460; C \W0.53834; D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ENTREPISO 3 Nv +7.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.76380; 1 \W0.82515; 2 \W0.80675; 3 \W0.78374; 4 \W0.64110; A B \W0.75460; C \W0.53834; D 5 5 5 5 5 5 5 5 5 5 5 PLANTA TERRAZA Nv +7.65+10.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CIMENTACIÓN de -1.20 a +0.00 5 5 5 5 5 5 5 5 5 \W0.76380; 1 \W0.82515; 2 \W0.80675; 3 \W0.78374; 4 \W0.64110; A B \W0.75460; C \W0.53834; D 5 PLANO: RADICACION # LIC. # IMPUESTO LICENCIA # SUBDIRECTOR DE URBANISMO LOCALIZACION RECIBO TESORERIA MUNICIPAL # FECHA: TIPO DE LICENCIA OBSERVACIONES: APROBADO DEPARTAMENTO DE PLANEACION SUBDIRECCION DE URBANISMO PROYECTO: E1 de 4 ELEMENTOS ESTRUCTURALES: ELEMENTOS NO ESTRUCTURALES: PROPIETARIO: COLABORACIÓN Y DIBUJO: \W2.96587; JAIME CALDERON T. CONTIENE: \W2.80643; Cimentación y Detalles \W3.20195; E 1:50 ESCALA: \W1.95947; Ipiales, Noviembrre 2014 LUGAR Y FECHA: OBSERVACIONES: \W3.91551; \c13998939;SRA. MARLENY 1/2 PLIEGO VC-2 30×30 VC-2 30×30 VC-2 30×40 VC-4 30×40 VC-4 30×40 VC-3 30×35 VC-5 30×30 VC-3 30×35 VC-3 30×35 VC-6 30×40 VC-6 30×40 VC-6 30×40 VC-1 30×40 VC-1 30×40 VC-1 30×40 VC-4 30×50 VC-5 30×40 VC-5 30×35 VC-2 30×40 VC-2 30×40 VC-2 30×40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 *Suelo Asumido Arcilla Blanda ASUMIDO DISEÑO \U+03B3=1.75ton/m³ c=6ton/m² cd=3ton/m² \U+0278=7.35° \U+0278d=3.69° ———————————————- Nc Nq N\U+1D67 6.095 1.393 0.309 *El suelo asumido está para condición NSR-10 como perfil D Su=1.1Kg/cm², el diseño de la estructura debe cambiarse en el caso de encontrar suelo que caiga en categoría E. *La capacidad admisible en los cálculos corresponde al método de Terzagui con base a los valores de diseño. La cimentación deberá cambiarse si el suelo presenta menores valores reales comparadas con los asumidos. El modulo de reacción del Suelo es de Kbalasto=1.84Kg/cm³ qadm=cd·Nc+\U+03B3·Df·Nq+0.5·\U+03B3·B\U+2091·N\U+1D67 VC-5 30×30 VC-5 30×40 VC-5 30×35 A B C D 2#5 L=4.70m/5.00m 2#5 L=3.50m 2#5 L=2.70m/3.00m 1#5 L=2.20m/2.50m 2#5 L=1.20m/1.50m 2#6 L=5.00m 2#6 L=3.50m 1#6 L=5.00m 1#5 L=5.70m/6.00m 1#5 L=2.20m/2.50m .20 .13 .25 56E#3 b=20 h=25 L=116cm .30 .40 6E#3 1c15.0cm 6E#3 1c15.0cm 11E#3 1c15.0cm 11E#3 1c15.0cm 22E#3 1c15.0cm 0.30×0.40 0.30×0.30 0.30×0.40 A B C D 2#5 L=5.20m/5.50m 2#5 L=5.20m/5.50m 2#5 L=2.40m/2.95m 1#6 L=4.00m 1#6 L=2.50m 2#5 L=3.00m 2#5 L=2.70m/3.00m .20 .13 .25 .20 .13 .15 34E#3 b=20 h=25 L=116cm 34E#3 b=20 h=15 L=96cm .30 .40 .30 .30 6E#3 1c15.0cm 6E#3 1c15.0cm 34E#3 1c10.0cm 22E#3 1c15.0cm A B C D 2#5 L=5.70m/6.00m 1#5 L=2.50m 2#5 L=4.20m/4.50m 2#5 L=2.25m/2.80m 2#5 L=2.00m 1#6 L=5.00m 1#5 L=3.00m 2#5 L=2.70m/3.00m .20 .13 .20 84E#3 b=20 h=20 L=106cm .30 .35 9E#3 1c10.0cm 9E#3 1c10.0cm 34E#3 1c10.0cm 32E#3 1c10.0cm 0.30×0.50 0.30×0.40 1 2 3 4 3#5 L=2.70m/3.00m 1#5 L=2.20m/2.50m 2#5 L=5.00m 2#5 L=4.70m/5.00m 2#5 L=3.95m/4.50m 2#6 L=1.15m/1.50m 3#5 L=3.50m 2#5 L=3.70m/4.00m 2#5 L=2.00m .20 .13 .35 .20 .13 .25 36E#3 b=20 h=35 L=136cm 34E#3 b=20 h=25 L=116cm .30 .50 .30 .40 21E#3 1c5.0cm 15E#3 1c15.0cm 24E#3 1c15.0cm 10E#3 1c15.0cm 0.30×0.40 0.30×0.30 0.30×0.35 1 2 3 4 2#5 L=5.70m/6.00m 1#5 L=1.20m/1.50m 2#5 L=5.20m/5.50m 3#5 L=3.85m/4.40m 2#4 L=6.00m 3#5 L=2.05m/2.60m 2#5 L=1.20m/1.50m .20 .13 .25 .20 .13 .15 .20 .13 .20 22E#3 b=20 h=25 L=116cm 34E#3 b=20 h=15 L=96cm 14E#3 b=20 h=20 L=106cm .30 .40 .30 .30 .30 .35 11E#3 1c15.0cm 11E#3 1c15.0cm 17E#3 1c10.0cm 17E#3 1c10.0cm 7E#3 1c10.0cm 7E#3 1c10.0cm 1 2 3 4 2#5 L=2.20m/2.50m 2#5 L=5.00m 1#5 L=1.50m 2#5 L=4.70m/5.00m 1#5 L=1.20m/1.50m 2#5 L=2.20m/2.50m 2#5 L=5.11m 3#5 L=2.50m 2#5 L=1.70m/2.00m .20 .13 .25 56E#3 b=20 h=25 L=116cm .30 .40 11E#3 1c15.0cm 11E#3 1c15.0cm 24E#3 1c15.0cm 10E#3 1c15.0cm Viga Cimentación \W8.29773; VC1 Eje1 \W5.34135; 30×40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Viga Cimentación \W4.89742; VC2 Eje2 y 3 Viga Cimentación \W8.20570; VC3 Eje4 \W5.35439; 30×35 5 5 5 5 5 5 5 5 5 5 Viga Cimentación \W7.98331; VC4 EjeA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Viga Cimentación \W3.21030; VC5 Ejes B y C 5 5 5 5 5 5 5 5 5 5 CALLE 16 4N-62 URB. TOTORAL VIVIENDA UNIFAMILIAR Viga Cimentación \W7.50785; VC6 Eje D PLANO: RADICACION # LIC. # IMPUESTO LICENCIA # SUBDIRECTOR DE URBANISMO LOCALIZACION RECIBO TESORERIA MUNICIPAL # FECHA: TIPO DE LICENCIA OBSERVACIONES: APROBADO DEPARTAMENTO DE PLANEACION SUBDIRECCION DE URBANISMO VIVIENDA UNIFAMILIAR PROYECTO: E2 de 4 ELEMENTOS ESTRUCTURALES: ELEMENTOS NO ESTRUCTURALES: PROPIETARIO: COLABORACIÓN Y DIBUJO: \W3.05776; JAIME CALDERON T. CONTIENE: \W4.52757; PLANTA ENTREPISO \W2.86090; Despiece de COlumnas \W3.21617; E 1:50 ESCALA: \W2.02757; Ipiales, Noviembrre 2014 LUGAR Y FECHA: OBSERVACIONES: \W3.95188; \c13998939;SRA. MARLENY CALLE 16 4N-62 URB. TOTORAL V-1 30×30 V-1 30×30 V-1 30×30 V-2 30×30 V-2 30×30 V-2 30×30 V-3 40×30 V-3 40×30 V-3 40×30 V-4 40×30 V-4 40×30 V-4 40×30 V-5 30×30 V-5 30×30 V-5 30×30 V-6 30×30 V-6 30×30 V-6 30×30 V-7 30×30 V-7 30×30 V-7 30×30 V-6 30×30 V-7 30×30 vB-1 15×30 vB-2 15×30 vB-3 15×30 vB-4 15×30 vB-5 15×30 vB-6 15×30 vB-7 15×30 vB-7 15×30 vB-8 15×30 vB-8 15×30 vB-8 15×30 vTa-1 10×20 vTa-1 10×20 vTa-1 10×20 vTa-2 10×20 vTa-2 10×20 vTa-2 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 vTa-3 vTa-3 vTa-3 vTa-3 vTa-3 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 rTa-1 10×20 rTa-1 10×20 rTa-2 10×20 rTa-2 10×20 rTa-2 10×20 vB-1 15×30 vB-2 15×30 vB-3 15×30 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 vTa-3 vTa-3 vTa-3 vTa-3 vTa-3 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-1 10×20 vTa-1 10×20 vTa-1 10×20 vTa-2 10×20 vTa-2 10×20 vTa-2 10×20 vB-4 15×30 vB-5 15×30 vB-6 15×30 rTa-2 10×20 rTa-2 10×20 rTa-2 10×20 V-1 30×30 V-1 30×30 V-1 30×30 V-2 30×30 V-2 30×30 V-2 30×30 V-3 40×30 V-3 40×30 V-3 40×30 V-4 40×30 V-4 40×30 V-4 40×30 V-5 30×30 V-5 30×30 V-5 30×30 V-6 30×30 V-6 30×30 V-6 30×30 V-7 30×30 V-7 30×30 V-7 30×30 V-6 30×30 V-7 30×30 vB-9 15×30 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 10×20 vTa-3 vTa-3 vTa-3 vTa-3 vTa-3 vTa-3 vTa-5 10×20 vTa-5 10×20 vTa-5 10×20 vTa-5 10×20 vTa-5 10×20 vTa-5 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-4 10×20 vTa-4 10×20 vTa-4 vTa-1 10×20 vTa-1 10×20 vTa-1 10×20 vTa-2 10×20 vTa-2 10×20 vTa-2 10×20 vB-4 15×30 vB-5 15×30 rTa-2 10×20 rTa-2 10×20 rTa-2 10×20 vB-9 15×30 vB-10 15×30 vTa-5 10×20 vTa-5 10×20 vTa-5 10×20 vTa-4 10×20 vTa-4 10×20 vTa-4 10×20 V-1 30×30 V-1 30×30 V-1 30×30 V-2 30×30 V-2 30×30 V-2 30×30 V-3 40×30 V-3 40×30 V-3 40×30 V-4 40×30 V-4 40×30 V-4 40×30 V-6 30×30 V-6 30×30 V-6 30×30 V-7 30×30 V-7 30×30 V-7 30×30 V-6 30×30 V-7 30×30 vB-11 15×30 vB-1 15×30 vB-2 15×30 vB-2 15×30 5 V-5 30×30 V-5 30×30 V-5 30×30 V-9 V-9 30×30 V-9 30×30 vB-1 15×30 vTa-6 10×20 vTa-6 10×20 V-8 30×30 V-8 30×30 V-8 30×30 rTa-3 10×20 rTa-3 10×20 vTa-6 10×20 vTa-6 10×20 vTa-6 10×20 vTa-6 10×20 vB-12 15×30 vB-12 15×30 vB-12 15×30 vB-13 15×30 vB-13 vB-13 15×30 vB-13 y y V-9 V-9 30×30 V-9 30×30 1 2 3 4 2#5 L=4.70m/5.00m 2#5 L=5.00m 1#5 L=2.00m 2#5 L=2.20m/2.50m 1#5 L=4.20m/4.50m 1#5 L=1.70m/2.00m 1#5 L=4.50m 1#5 L=4.50m 1#5 L=4.50m 1#5 L=2.70m/3.00m 1#5 L=1.70m/2.00m 135E#3 b=22 h=22 L=114cm 11E#3 1c5.0cm 6E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 31E#3 1c5.0cm 32E#3 1c5.0cm 1 2 3 4 2#4 L=4.80m/5.00m 1#5 L=1.50m 2#4 L=4.50m 2#5 L=2.50m 2#5 L=2.20m/2.50m 1#5 L=1.20m/1.50m 1#5 L=5.20m/5.50m 1#5 L=4.20m/4.50m 1#5 L=4.50m 1#5 L=4.50m 2#5 L=2.70m/3.00m 1#5 L=1.75m/2.03m 135E#3 b=22 h=22 L=114cm 11E#3 1c5.0cm 6E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 31E#3 1c5.0cm 32E#3 1c5.0cm 1 2 3 4 2#5 L=4.70m/5.00m 2#4 L=5.80m/6.00m 2#4 L=2.50m 1#5 L=1.70m/2.00m 2#5 L=5.20m/5.50m 1#5 L=4.20m/4.50m 1#5 L=4.50m 1#5 L=5.70m/6.00m 2#5 L=3.20m/3.50m .32 .13 .22 .13 .13 .22 135E#3 b=32 h=22 L=134cm 135E#3 h=22cm L=48cm .40 .30 11E#3 1c5.0cm 6E#3 1c10.0cm 11E#3 1c5.0cm 65E#3 1c5.0cm 11E#3 1c5.0cm 20E#3 1c10.0cm 11E#3 1c5.0cm A B C 2#5 L=2.70m/3.00m 2#4 L=6.00m 1#5 L=2.50m 2#5 L=2.70m/3.00m 2#5 L=4.20m/4.50m 1#5 L=2.70m/3.00m 1#5 L=5.00m 1#5 L=5.00m 1#5 L=3.20m/3.50m 1#5 L=1.70m/2.00m .32 .13 .22 .13 .13 .22 100E#3 b=32 h=22 L=134cm 100E#3 h=22cm L=48cm .40 .30 1E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm A B C 2#5 L=3.70m/4.00m 2#4 L=4.50m 1#5 L=2.00m 2#4 L=3.30m/3.50m 1#5 L=4.20m/4.50m 1#4 L=2.80m/3.00m 1#5 L=5.00m 1#4 L=5.00m 1#4 L=3.30m/3.50m 1#5 L=1.70m/2.00m 100E#3 b=22 h=22 L=114cm 1E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm A B C D 2#4 L=3.80m/4.00m 1#5 L=2.20m/2.50m 2#4 L=2.50m 1#5 L=2.00m 2#4 L=5.30m/5.50m 2#5 L=4.20m/4.50m 1#4 L=5.00m 1#5 L=5.00m 2#4 L=3.80m/4.00m 125E#3 b=22 h=22 L=114cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 4E#3 1c10.0cm 11E#3 1c5.0cm A B C D 2#4 L=2.80m/3.00m 1#5 L=1.50m 2#4 L=5.00m 1#5 L=2.50m 2#4 L=3.80m/4.00m 1#5 L=1.50m 1#5 L=4.20m/4.50m 1#4 L=2.80m/3.00m 1#4 L=5.00m 1#4 L=5.00m 1#4 L=5.30m/5.50m 1#5 L=4.20m/4.50m 125E#3 b=22 h=22 L=114cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 4E#3 1c10.0cm 11E#3 1c5.0cm 2 3 4 1#4 L=2.30m/2.50m 1#4 L=5.80m/6.00m 1#5 L=2.50m 1#4 L=3.30m/3.50m 1#5 L=4.70m/5.00m 33E#2 h=14cm L=36cm 17E#2 1c20cm 1 2 3 1#2 L=1.40m/1.50m 1#4 L=4.00m 1#4 L=4.50m 1#4 L=2.30m/2.50m 1#2 L=4.90m/5.00m 1#3 L=5.35m/5.50m 44E#2 h=14cm L=36cm 10E#2 1c20.0cm 18E#2 1c20.0cm 16E#2 1c20.0cm 1 2 1#3 L=2.45m/2.80m 1#3 L=2.45m/2.80m 18E#2 h=24cm L=46cm 18E#2 1c10.0cm 2 3 1#3 L=3.35m/3.50m 1#4 L=1.80m/2.00m 1#3 L=3.90m/4.25m 34E#2 h=24cm L=46cm 34E#2 1c10.0cm 3 4 1#4 L=1.80m/2.00m 1#3 L=3.35m/3.50m 1#3 L=3.70m/4.05m 32E#2 h=24cm L=46cm 32E#2 1c10.0cm 1 2 1#4 L=2.45m/2.90m 1#5 L=2.45m/3.00m 18E#2 h=24cm L=46cm 18E#2 1c10.0cm 1 2 1#3 L=2.45m/2.80m 1#3 L=2.45m/2.80m 18E#2 h=24cm L=46cm 18E#2 1c10.0cm 4 1#4 L=2.75m/3.20m 1#4 L=2.75m/3.20m 24E#2 h=24cm L=46cm 24E#2 1c10.0cm C D 1#3 L=2.05m/2.40m 1#4 L=2.05m/2.50m 13E#2 h=24cm L=46cm 6E#2 1c10cm 1E#2 1c15cm 6E#2 1c10cm 1 2 3 4 1#3 L=5.35m/5.50m 1#4 L=5.30m/5.50m 1#3 L=5.35m/5.50m 1#4 L=4.00m 1#3 L=1.35m/1.50m 118E#2 h=24cm L=46cm 12E#2 1c5.0cm 6E#2 1c10.0cm 12E#2 1c5.0cm 12E#2 1c5.0cm 20E#2 1c10.0cm 12E#2 1c5.0cm 12E#2 1c5.0cm 20E#2 1c10.0cm 12E#2 1c5.0cm A 1#4 L=1.65m/2.10m 1#2 L=1.65m/1.85m 8E#2 h=14cm L=36cm 3E#2 1c10.0cm 3E#2 1c10.0cm 1E#2 1c10.0cm 1E#2 1c10.0cm B C 1#3 L=5.30m/5.65m 1#2 L=5.30m/5.50m 32E#2 h=14cm L=36cm 4E#2 1c10.0cm 4E#2 1c10.0cm 24E#2 1c15.0cm A B C 1#3 L=2.85m/3.00m 1#3 L=4.00m 1#3 L=2.35m/2.50m 1#2 L=3.90m/4.00m 1#2 L=4.90m/5.00m 52E#2 h=14cm L=36cm 2E#2 1c10.0cm 2E#2 1c10.0cm 24E#2 1c15.0cm 24E#2 1c15.0cm A B C D 1#3 L=2.85m/3.00m 1#3 L=5.00m 1#3 L=3.85m/4.00m 1#2 L=5.90m/6.00m 1#2 L=5.40m/5.50m 60E#2 h=14cm L=36cm 2E#2 1c10.0cm 2E#2 1c10.0cm 24E#2 1c15.0cm 24E#2 1c15.0cm 4E#2 1c15.0cm 4E#2 1c15.0cm PLIEGO PLANO: RADICACION # LIC. # IMPUESTO LICENCIA # SUBDIRECTOR DE URBANISMO LOCALIZACION RECIBO TESORERIA MUNICIPAL # FECHA: TIPO DE LICENCIA OBSERVACIONES: APROBADO DEPARTAMENTO DE PLANEACION SUBDIRECCION DE URBANISMO VIVIENDA UNIFAMILIAR PROYECTO: E3 de 4 ELEMENTOS ESTRUCTURALES: ELEMENTOS NO ESTRUCTURALES: PROPIETARIO: COLABORACIÓN Y DIBUJO: \W3.05776; JAIME CALDERON T. CONTIENE: \W0.14662; Despiece de Vigas y Viguetas \W3.21617; E 1:50 ESCALA: \W0.85776; Ipiales, Noviembrre \W0.85776; 2014 LUGAR Y FECHA: OBSERVACIONES: \W3.95188; \c13998939;SRA. MARLENY CALLE 16 4N-62 URB. TOTORAL DESPIECE DE VIGAS DE CARGA \W8.86521; Viga V-1 \W5.42810; Eje 1 30×30 \W4.90662; Pisos 1,2 y 3 \W8.87135; Viga V-2 \W5.42810; Eje 1 30×30 \W4.90662; Pisos 1,2 y 3 \W8.86981; Viga V-3 \W5.42810; Eje 3 40×30 \W4.90662; Pisos 1,2 y 3 \W8.77319; Viga V-4 \W5.27165; Eje A 40×30 \W4.90662; Pisos 1,2 y 3 \W8.85754; Viga V-5 \W5.29773; Eje B 30×30 \W4.90662; Pisos 1,2 y 3 \W8.79926; Viga V-6 \W5.40816; Eje C 30×30 \W4.90662; Pisos 1,2 y 3 \W8.80846; Viga V-7 \W5.18270; Eje D 30×30 \W4.90662; Pisos 1,2 y 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-1 Todos los Niveles DESPIECE DE VIGAS AUXILIARES 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-2 \W4.90662; Pisos 1,2 y 3 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-3 \W6.63362; Pisos 1 y 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-4 \W4.90662; Pisos 1,2 y 3 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-5 \W4.90662; Pisos 1,2 y 3 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-6 \W6.63362; Pisos 1 y 2 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-7 \W5.50469; Piso 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-8 \W5.50469; Piso 1 5 5 5 3 4 1#4 L=3.75m/4.20m 1#4 L=3.80m/4.25m 21E#2 h=24cm L=46cm 6E#2 1c10cm 9E#2 1c20cm 6E#2 1c10cm 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-9 \W6.63208; Pisos 2 y 3 5 5 5 5 3 4 1#4 L=4.60m 12E#2 h=22cm L=48cm 18E#2 1c15.0cm 3 1#4 L=3.40m/3.85m 1#4 L=3.40m/3.85m 16E#2 1c10.0cm 16E#2 1c10.0cm A B C D 1#3 L=2.35m/2.50m 1#3 L=4.50m 1#3 L=4.35m/4.50m 1#2 L=5.40m/5.50m 1#3 L=4.85m/5.00m 162E#2 h=14cm L=36cm 33E#2 1c5.0cm 33E#2 1c5.0cm 34E#2 1c5.0cm 34E#2 1c5.0cm 14E#2 1c5.0cm 14E#2 1c5.0cm 1#4 L=4.60m 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-10 \W5.50699; Piso 3 5 5 5 5 32E#2 h=22cm L=48cm 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-11 \W5.50699; Piso 3 1 2 2#4 L=2.40m/2.85m 2#4 L=2.40m/2.85m 27E#3 b=22 h=22 L=114cm 8E#3 1c5.0cm 8E#3 1c10.0cm 11E#3 1c5.0cm A B C 2#4 L=3.80m/4.00m 2#4 L=5.00m 2#4 L=2.80m/3.00m 1#4 L=4.30m/4.50m 1#4 L=2.80m/3.00m 1#4 L=5.00m 1#4 L=5.80m/6.00m 1#4 L=3.30m/3.50m 103E#3 b=22 h=22 L=114cm 2E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 22E#3 1c10.0cm 11E#3 1c5.0cm 11E#3 1c5.0cm 24E#3 1c10.0cm 11E#3 1c5.0cm 3 4 1#3 L=3.75m/4.10m 1#3 L=3.75m/4.10m 22E#2 h=24cm L=46cm 6E#2 1c10.0cm 10E#2 1c20.0cm 6E#2 1c10.0cm C D 1#5 L=2.50m/3.05m 1#5 L=2.50m/3.05m 8E#2 1c5.0cm 4E#2 1c10.0cm 4E#2 1c20.0cm 4E#2 1c10.0cm A B C 1#2 L=2.90m/3.00m 1#2 L=4.50m 1#2 L=2.40m/2.50m 1#2 L=4.40m/4.50m 1#2 L=4.90m/5.00m 50E#2 h=14cm L=36cm 3E#2 1c10.0cm 3E#2 1c10.0cm 1E#2 1c10.0cm 1E#2 1c10.0cm 12E#2 1c15.0cm 6E#2 1c15.0cm 24E#2 1c15.0cm 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-12 \W9.23178; Terraza 5 5 5 5 22E#2 h=24cm L=46cm 5 5 5 5 5 5 5 \W4.41122; Viga Auxiliar \W4.41122; vB-13 \W9.23178; Terraza 5 5 5 5 5 \W8.81153; Viga V-8 \W5.99405; Ejes 1,2 y 3 \W9.23178; Terraza 5 5 5 5 5 5 5 5 5 5 5 5 \W8.83300; Viga V-9 \W7.38515; Ejes A y B \W9.23178; Terraza 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DESPIECE DE VIguetas \W0.54313; vTa-1 10×20 5 5 5 5 5 5 5 5 5 5 5 \W0.54926; vTa-2 10×20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.54773; vTa-3 10×20 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.45110; vTa-4 10×20 5 5 5 5 5 5 5 5 5 \W0.53546; vTa-5 10×20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.54313; vTa-1 10×20 5 5 5 5 5 5 5 5 5 16E#2 1c20cm 5 5 5 5 5 5 5 5 5 5 5 5 \W0.67810; rTa-1 10×20 5 5 5 5 5 \W0.68423; rTa-2 10×20 5 5 5 Elemento Pos. Diám. No. Pat. (cm) Recta (cm) Pat. (cm) Long. (cm) Total (cm) Grado 60 (kg) Escalera 1 #4 6 298 298 1788 17.8 2 #4 6 381 381 2286 22.8 3 #3 6 400 400 2400 13.4 4 #3 6 72 72 432 2.4 5 #3 5 231 231 1155 6.4 6 #3 9 126 126 1134 6.3 7 #3 9 126 126 1134 6.3 8 #3 6 302 302 1812 10.1 9 #4 6 171 171 1026 10.2 10 #3 6 176 176 1056 5.9 111.8 Total+10%: #3: 55.9 #4: 55.9 Total: 111.8 12 175 105 15 133 15 Sección 2 – 2 (escala 1:20) Tipo de apoyo: Mureta de fábrica Tipo de apoyo: Solo viga plana 30 12 L=381cm z=2cm6#4c/20 L=302cm z=8cm6#3c/20 L=176cm z=10cm6#3c/20 L=126cm z=7cm9#3c/25 L=231cm z=5cm5#3c/25 210 12 175 105 15 Planta (escala 1:20) z=8cm6#3c/20 L=302cm z=10cm6#3c/20 L=176cm z=2cm6#4c/20 L=381cm z=3cm6#3c/20 L=400cm z=1cm6#4c/20 L=298cm z=9cm6#4c/20 L=171cm 1 1 2 2 3 3 4 4 5 5 Sección 1 – 1 (escala 1:20) 12 175 105 15 118 15 Tipo de apoyo: Mureta de fábrica Tipo de apoyo: Solo viga descolgada 38 12 L=298cm z=1cm6#4c/20 L=400cm z=3cm6#3c/20 L=72cm z=4cm6#3c/20 L=171cm z=9cm6#4c/20 L=231cm z=5cm5#3c/25 L=126cm z=6cm9#3c/25 12 175 105 15 118 15 133 Sección acotada (escala 1:50) Tipo de apoyo: Solo viga plana 30 12 Tipo de apoyo: Solo viga descolgada 38 12 Tipo de apoyo: Mureta de fábrica 210 15 Sección 3 – 3 (escala 1:20) L=231cm z=5cm5#3c/25 Cuadro de Cargas Tipo de cargas Cargas Barandillas 0.300 t/m Sobrecarga de uso 0.300 t/m2 Peldañeado 0.200 t/m2 Materiales Hormigón: f’c=210 Acero: Grade 60 Acciones: ACI 318M-99 APOYOS superior: Solo viga plana inferior: Solo viga descolgada intermedio: Mureta de fábrica 15 105 Sección 5 – 5 (escala 1:20) L=126cm z=7cm9#3c/25 15 105 Sección 4 – 4 (escala 1:20) L=126cm z=6cm9#3c/25 Armados de escalera Escala: 1:20 5 5 5 5 5 5 5 5 Columna TIPO 1 1.20 2.25 0.30 2.25 0.30 2.25 0.30 N 0.00 N 2.55 N 5.10 N 7.65 44 4#5 L=2.76m/3.20m 35 4#4 L=5.25m/5.60m 4#5 L=5.80m 19 4#4 L=4.21m/4.40m 24 4#5 L=1.76m/2.00m 0.30 x 0.40 77E#3 b=0.26 h=0.36 L=1.50m 26 13 36 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 8E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 2E#3 c15cm .77 .86 .86 .72 .75 .72 Columna TIPO 2 1.20 2.25 0.30 2.25 0.30 2.25 0.30 2.25 0.30 N 0.00 N 2.55 N 5.10 N 7.65 N 10.20 35 5#4 L=2.65m/3.00m 35 5#4 L=5.25m/5.60m 5#4 L=5.60m 19 2#4 L=4.21m/4.40m 2#4 L=5.80m 19 1#4 L=6.81m/7.00m 19 2#4 L=1.61m/1.80m 19 3#4 L=4.21m/4.40m 19 2#4 L=3.01m/3.20m 19 2#4 L=1.61m/1.80m 0.30 x 0.40 77E#3 b=0.26 h=0.36 L=1.50m 77E#3 L=0.63m 77E#3 L=0.53m 26 13 36 13 13 37 13 13 27 0.30 x 0.30 23E#3 b=0.26 h=0.26 L=1.30m (23*2)=46E#327 L=0.53m 26 13 26 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 8E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 2E#3 c15cm .96 .57 .81 .77 .86 .60 .60 .90 .64 Columna TIPO 3 1.20 2.25 0.30 2.25 0.30 2.25 0.30 2.25 0.30 N 0.00 N 2.55 N 5.10 N 7.65 N 10.20 35 5#4 L=2.65m/3.00m 35 5#4 L=5.25m/5.60m 5#4 L=5.60m 19 4#4 L=4.21m/4.40m 1#4 L=5.80m 19 4#4 L=1.61m/1.80m 19 1#4 L=4.21m/4.40m 19 4#4 L=3.01m/3.20m 19 1#4 L=1.61m/1.80m 0.30 x 0.40 77E#3 b=0.26 h=0.36 L=1.50m 77E#337 L=0.63m 77E#3 L=0.53m 26 13 36 13 13 37 13 13 27 0.15 x 0.35 23E#2 b=0.11 h=0.31 L=1.10m 11 13 31 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 8E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 2E#3 c15cm 2E#3 c15cm .96 .57 .85 .73 .86 .60 .60 .90 .64 Columna TIPO 4 1.20 2.25 0.30 N 0.00 N 2.55 35 19 3#4 L=3.64m/4.18m 35 19 3#4 L=3.64m/4.18m 0.15 x 0.35 31E#2 b=0.11 h=0.31 L=1.10m 11 13 31 9E#3 c10cm 9E#3 c10cm 3E#3 c20cm 8E#3 c15cm 2E#3 c15cm C1,D1,C2 y D2 A1,A2,A3,B1,B2 Y B3 C3 y D3 A4 Y B4 Despiece de Columnas TIPO Columna TIPO 5 1.20 2.25 0.30 2.25 0.30 2.25 0.30 2.25 0.30 N 0.00 N 2.55 N 5.10 N 7.65 N 10.20 26 4#3 L=2.54m/2.80m 26 4#3 L=5.14m/5.40m 4#3 L=5.60m 4#3 L=5.60m 14 4#3 L=4.26m/4.40m 14 4#3 L=1.66m/1.80m 0.15 x 0.35 100E#2 b=0.11 h=0.31 L=1.06m 100E#2 L=0.34m 11 11 31 11 11 12 9E#2 c10cm 9E#2 c10cm 3E#2 c20cm 8E#2 c15cm 9E#2 c10cm 9E#2 c10cm 3E#2 c20cm 2E#2 c15cm 9E#2 c10cm 9E#2 c10cm 3E#2 c20cm 2E#2 c15cm 9E#2 c10cm 9E#2 c10cm 3E#2 c20cm 2E#2 c15cm 2E#2 c15cm .88 .54 .88 .59 .81 .57 .86 .52 C4 y D4 SISTEMA DE ENTREPISO Losa Nervada en Concreto Reforzado H=20cm 1-Dirección Diafragma Rígido Sistema Estructural Pórticos de Concreto Resistentes a Momentos con Capacidad de Energía Especial (DES) Disipación de Energía \W0.85714; Coeficiente Inicial Ro=7.0 \W0.80952; Irregularidades \W0.80952; Planta 4P \U+0278p=0.80 \W0.95238; Altura – \U+0278a=1.00 \W0.80952; Redundancia \U+0278r=0.75 \W0.85714; Coeficiente de Disipación R=4.80 Perfil de Suelo D Resistencia Compresión Inconfinada Su=1.0Kgf/cm² Zona de Amenaza Sísmica Alta Aceleración Pico Efectiva Aa=0.30 Velocidad Pico Efectiva Av=0.25 Coeficiente Sitio Período CortoFa=1.22 Coeficiente Sitio Período Largo Fv=1.90 Tipo de Edificación Vivienda Familiar Grupo de Uso Grupo I – Estructuras de Ocupación Normal Coeficiente de Importancia I=1.00 Altura Desde el Nivel de Arranque hn=10.20m \W8.00000; Ct=0.047 \U+03B1=0.90 Período Aproximado Ta=Ct·hn\U+1D45 Ta=0.380s Tiempo de Período Corto Tc=0.48·Av·Fv/(Aa·Fa)=0.623s SuedoAceleración de Diseño Sa=2.5·Aa·Fa·I=0.913 Coeficiente Cu Cu=1.75-1.2Av·Fv=1.2=1.20 Período de Vibración Máximo Cu·Ta=0.456s Software de Cálculo ETABs v.9.7.4 Período de Vibración 1er Modo T=0.352s Cumple Análisis Fuerzas Sísmicas Método de la Fuerza Horizontal Equivalente SobreCarga de Uso Balcones 500Kg/m² \W8.00000; Cuartos Privados 180Kg/m² \W8.00000; Escaleras 300Kg/m² Cargas Muertas Entrepiso 341Kg/m² \W8.00000; Terraza 270Kg/m² \W8.00000; Muros 250Kg/m² Vertical PLANO: RADICACION # LIC. # IMPUESTO LICENCIA # SUBDIRECTOR DE URBANISMO LOCALIZACION RECIBO TESORERIA MUNICIPAL # FECHA: TIPO DE LICENCIA OBSERVACIONES: APROBADO DEPARTAMENTO DE PLANEACION SUBDIRECCION DE URBANISMO VIVIENDA UNIFAMILIAR PROYECTO: E4 de 4 ELEMENTOS ESTRUCTURALES: ELEMENTOS NO ESTRUCTURALES: PROPIETARIO: COLABORACIÓN Y DIBUJO: \W3.05770; JAIME CALDERON T. CONTIENE: \W3.38471; Escalera en Concreto \W3.21617; E 1:20 ESCALA: \W2.02757; Ipiales, Noviembrre 2014 LUGAR Y FECHA: OBSERVACIONES: \W3.95220; \c13998939;SRA. MARLENY 1/2 PLIEGO CALLE 16 4N-62 URB. TOTORAL Concreto f’c recubrimiento Vigas y Columnas 21.0MPa 4.0cm Viguetas y Columnetas 21.0MPa 2.0cm Vigas de Cimentación 21.0MPa 5.0cm Zapatas 21.0MPa 7.5cm Losas 21.0MPa 2.0cm Acero de Refuerzo G60 fy=420MPa Acero Estructural ASTM A529 50ksi 5 5 5 5 d=<> Sección Losa h=10cm \W0.80675; 3 \W0.78374; 4 5 Losa TapaGrada Franja Y 11#2 L=0.89/1.00m \W5.69516; 1c22cm 11#2 L=0.89/1.00m \W5.89533; 1c22cm 11#2 L=2.11m 1c22cm 9#2 1c22cm 30 máx 40cm S preferido 40cm S preferido 40cm máx 40cm Aligerar con ICOPOR Aligerar con ICOPOR Aligerar con ICOPOR Aligerar con ICOPOR Detalle Losa de Entrepiso 20 15 10