2 Apartments, 3 Levels, Earthquake Calcs DWG Block for AutoCAD

HOUSE OF 3 LEVELS, 2 APARTMENTS FULLY INDEPENDENT. THE FIRST APARTMENT HAS KITCHEN, LIVING ROOM – DINING ROOM BATHROOM AND STAIRS TO THE BEDROOM. THE SECOND APARTMENT HAS TWO SEPARATE ENTRANCES, TWO BEDROOMS, DINING ROOM, BATHROOM. COMMON AREA TERRACE. STRUCTURAL CALCULATIONS FOR HIGH RISK SEISMIC ZONE.

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 urbanism, walk, lot, global, inst. hydro-sanitary, esc :, b. freedom, registraduria, garden inf. mischief, igl. evangelica, local, wc, living room, garden, dining room, kitchen, study, alcove, retaining wall, room, terrace, dining room, hall, first floor area, lot area, square of areas, second floor area, total built area, slab of concrete, plant first floor, second floor plant, third floor plant, floor terrace plant, deck plant, proy. empty, proy. deck slab, proy. marquee, hall, first floor, second floor, third floor, terrace floor, proy. terrace slab, long cut. a-a ‘, cut transv. b-b ‘, balcony, vacuum, wc, special outlet stove, double normal outlet, switchable switch, double switch, pipeline by floor, and flat ceiling, pipeline by wall, lighting control, neutral conductor, convention box, simple switch, circuit board, meter, phase conductor, wall lamp, conventions inst. hydraulic, elbow, tee, key register, stopcock, check, counter, rainwater downpipes, downstream sewage, grid, siphon, inst.sanitarias conventions, c.i, inspection box, circuit board, lamps, no. circuits, breakers, sockets c., watts, total, marquee, electrical installations, third floor area, ci, to the main manifold, sand trap, stopcock, check, comes from the network, goes up to the tank, low tank, axes and foundations, slab of mezzanine, abcd, beams, cassette, center, detail lightweight slab, detail of stairs, lift shoes, scale, without, column reinforcement, edge beam, secondary beam, vt., covered slab, beam of counterweight, cyclopean concrete wall, finished floor level, mooring beam, beam e, mezzanine, covered, housing to be built, filling, retaining wall, rear facade, implementation, patio, area to be demolished

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 1,5 1,2 17,426 0,6 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;2.30 \A1;9.55 \A1;.25 \A1;2.30 \A1;.25 \A1;.25 \A1;.90 \A1;2.26 \A1;.90 \A1;.25 \A1;1.30 \A1;.80 \A1;.25 \A1;1.30 \A1;.80 \A1;.25 \A1;3.5 \A1;2.85 \A1;3.05 \A1;.40 \A1;1.62 \A1;.40 \A1;1.34 \A1;2.81 \A1;.40 \A1;3.32 \A1;.40 \A1;3.49 \A1;.41 \A1;14.55 \A1;1.62 \A1;4.55 \A1;3.72 \A1;3.89 \A1;1.62 \A1;1.25 \A1;.85 \A1;2.70 \A1;.15 \A1;3.35 \A1;.15 \A1;4.55 \A1;.15 \A1;1.00 \A1;.15 \A1;4.85 \A1;.50 \A1;.65 \A1;1.65 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.80 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.23 \A1;.15 \A1;4.30 \A1;4.55 \A1;3.72 \A1;3.89 \A1;.30 \A1;2.00 \A1;.25 \A1;.75 \A1;.15 \A1;.75 \A1;.30 \A1;.50 \A1;.41 \A1;.60 \A1;1.64 \A1;.15 \A1;.90 \A1;.15 \A1;2.53 \A1;.60 \A1;.15 \A1;2.29 \A1;.82 \A1;.08 \A1;.90 \A1;.60 \A1;1.20 \A1;.15 \A1;2.25 \A1;4.50 \A1;4.20 \A1;5.38 \A1;4.10 \A1;.40 \A1;1.22 \A1;.40 \A1;1.34 \A1;2.81 \A1;.40 \A1;3.32 \A1;.40 \A1;3.49 \A1;.41 \A1;14.55 \A1;1.62 \A1;4.55 \A1;3.72 \A1;3.89 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\A1;.15 \A1;2.30 \A1;2.10 \A1;.80 \A1;.75 \A1;2.25 \A1;.75 \A1;2.70 \A1;.15 \A1;.60 \A1;4.20 \A1;2.15 \A1;.60 \A1;3.40 \A1;.60 \A1;1.28 \A1;.08 \A1;1.50 \A1;1.02 \A1;.08 \A1;.29 \A1;1.30 \A1;.26 \A1;1.02 \A1;.31 \A1;.60 \A1;1.60 \A1;.29 \A1;1.50 \A1;1.31 \A1;.90 \A1;.38 \A1;1.50 \A1;.26 \A1;.15 \A1;.75 \A1;.15 \A1;.90 \A1;.98 \A1;.15 \A1;1.40 \A1;.15 \A1;.70 \A1;.15 \A1;.80 \A1;.15 \A1;.85 \A1;.50 \A1;.90 \A1;.70 \A1;.15 \A1;1.80 \A1;.15 \A1;2.25 \A1;.33 \A1;.70 \A1;.33 \A1;.60 \A1;.15 \A1;4.50 \A1;1.02 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.80 \A1;.15 \A1;1.56 \A1;1.35 \A1;.60 \A1;1.25 \A1;4.48 \A1;.40 \A1;.32 \A1;.60 \A1;.15 \A1;.60 \A1;1.84 \A1;.41 \A1;.45 \A1;.15 \A1;.75 \A1;.15 \A1;3.22 \A1;.60 \A1;.15 \A1;1.57 \A1;.15 \A1;2.75 \A1;.60 \A1;.15 \A1;2.30 \A1;.15 \A1;2.60 \A1;1.35 \A1;.80 \A1;.15 \A1;1.72 \A1;.50 \A1;2.25 \A1;.15 \A1;1.10 \A1;1.80 \A1;.15 \A1;.82 \A1;.08 \A1;.90 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.02 \A1;.10 \A1;.15 \A1;2.25 \A1;.15 \A1;.82 \A1;.98 \A1;2.40 \A1;.15 \A1;2.40 \A1;1.80 \A1;.15 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.60 \A1;2.54 \A1;2.43 \A1;.62 \A1;.62 \A1;2.54 \A1;3.30 2#12 d3/4 \A1;.50 \A1;2.80 \A1;.25 \A1;2.30 \A1;.25 \A1;2.30 \A1;.25 \A1;.90 \A1;9.55 \A1;4.10 \A1;4.10 \A1;0.12 \A1;0.02 \A1;0.12 \A1;.60 \A1;0.12 \A1;.24 \A1;0.02 \A1;0.04 \A1;0.12 \A1;.30 \A1;.18 \A1;1.00 \A1;.15 \A1;.25 \A1;.18 \A1;1.00 \A1;.15 \A1;.25 \A1;15 \A1;20 \A1;.30 \A1;15 \A1;.30 \A1;20 \A1;.40 \A1;.40 \A1;.40 \A1;1.22 \A1;.40 \A1;.40 \A1;3.32 \A1;.40 \A1;5.38 \A1;4.10 \A1;1.34 \A1;2.81 \A1;3.49 \A1;.41 \A1;14.55 \A1;3.72 \A1;3.89 \A1;4.20 \A1;2.50 \A1;1.32 \A1;2.30 \A1;1.35 \A1;1.60 \A1;2.05 \A1;2.50 \A1;.55 \A1;2.70 \A1;2.00 \A1;.50 \A1;2.00 \A1;1.80 \A1;.90 \A1;1.80 \A1;1.90 \A1;.66 \A1;1.90 \A1;1.84 \A1;.66 \A1;1.90 \A1;2.00 \A1;2.00 \A1;1.40 \A1;2.04 \A1;4.38 \A1;2.50 \A1;2.30 \A1;1.22 \A1;1.34 \A1;.40 \A1;3.49 \A1;.40 \A1;.40 \A1;.40 \A1;2.81 \A1;3.32 \A1;14.55 \A1;.41 \A1;5.38 \A1;3.72 \A1;3.89 \A1;4.10 \A1;4.20 \A1;4.55 \A1;4.55 \A1;.35 \A1;1.84 \A1;.12 \A1;1.84 \A1;.35 \A1;.35 \A1;1.84 \A1;.12 \A1;1.84 \A1;.35 \A1;.48 \A1;.35 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.66 \A1;.35 \A1;.63 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.47 \A1;.35 \A1;4.21 \A1;.35 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.60 \A1;.12 \A1;.63 \A1;.15 \A1;2.30 \A1;.15 \A1;.26 \A1;.72 \A1;.61 \A1;1.22 \A1;1.34 \A1;.40 \A1;3.49 \A1;.40 \A1;.40 \A1;.40 \A1;2.81 \A1;3.32 \A1;15.27 \A1;.41 \A1;4.20 \A1;4.55 \A1;.35 \A1;3.72 \A1;3.89 \A1;4.10 \A1;.35 \A1;.35 \A1;.60 \A1;2.56 \A1;1.08 \A1;2.56 \A1;4.10 \A1;3.09 \A1;1.28 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.30 \A1;.48 \A1;.35 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.66 \A1;.35 \A1;.63 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.47 \A1;.35 \A1;.60 \A1;.12 \A1;.63 \A1;.15 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.60 \A1;.12 \A1;.55 \A1;.35 \A1;.63 \A1;.12 \A1;.15 \A1;1.84 \A1;.89 \A1;.15 \A1;.80 \A1;1.57 \A1;2.30 \A1;2.06 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;2.51 \A1;1.60 \A1;.60 \A1;2.43 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;.12 \A1;.63 \A1;1.84 \A1;1.84 \A1;.30 \A1;.40 \A1;.35 \A1;.30 \A1;.35 \A1;.40 \A1;.30 \A1;.40 \A1;.35 \A1;.30 \A1;.35 \A1;.40 \A1;2.58 \A1;.50 \A1;6.50 \A1;3.10 \A1;.60 \A1;.60 \A1;1.90 \A1;.30 \A1;.05 \A1;.40 \A1;.05 \A1;2.12 \A1;2.12 \A1;2.12 \A1;.09 \A1;1.62 \A1;1.62 \A1;1.62 \A1;1.62 \A1;1.00 \A1;1.30 \A1;.25 \A1;1.37 \A1;2.35 \A1;4.75 \A1;1.50 \A1;8.60 \A1;2.35 \A1;7.30 \A1;3.00 \A1;12.65 5 5 1.499999999999773 5 CARRERA 3A 2.350000000000136 7.299999999999955 3.0 12.65000000000009 CARRERA 3 ANDEN ANDEN ANDEN ANDEN LOTE \A1;14.55 \A1;17.50 \A1;4.50 \A1;2.41 \A1;3.40 \A1;17.50 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.7”)(11 “Kd” “1”)(11 “Ks” “0.2”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 5 5 5 5 INST. HIDRO-SANITARIAS ESC: 1:50 B. Libertad REGISTRADURIA Jardín Inf. Travesuras Escuela N° 3 de Niñas CARRERA 3° Igl. Evangelica CALLE 10 CALLE 11 CALLE 2A B. Libertad CARRERA 4° LOCAL W.C W.C N+.20 SALA JARDIN COMEDOR COCINA N+.50 N+1.04 ALCOBA 1 ESTUDIO ALCOBA 2 ALCOBA 3 CL CL W.C W.C CL CL CL ALCOBA 1 ALCOBA 2 COCINA COMEDOR SALA N-0.0 N+.68 N+.86 N+3.55 N+6.10 LOCAL SALA COMEDOR ALCOBA ALCOBA ALCOBA ESTUDIO SALA COCINA COMEDOR ALCOBA JARDIN 5 5 5 5 5 5 5 5 N. +.20 N +.50 N +1.04 MURO DE CONTENCIÓN CARRERA 3 5 5 5 5 5 5 5 5 SALA N +.50 HABITACIÓN W.C COCINA TERRAZA TERRAZA N. 0.0 ANDEN N. 0.0 ANDEN 5 5 5 Comedor Hall B C D E 1 2 AREA PRIMER PISO AREA LOTE CUADRO DE AREAS 71.62 m2 AREA SEGUNDO PISO 65.34m2 69.19 m2 67.65 m2 AREA TOTAL CONSTRUIDA 202.18 m2 LOCALIZACION LOSA DE CONCRETO PLANTA PRIMER PISO ESC: 1:50 A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 SEGUNDO PISO ESC: 1:50 PLANTA TERCER PISO ESC: 1:50 PLANTA TERRAZA PISO ESC: 1:50 PLANTA DE CUBIERTA ESC: 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 5 1 2 5 1 2 5 1 2 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Proy. 2do. PISO Proy. 2do. PISO Proy. VACIO Proy. LOSA DE CUBIERTA Proy. MARQUESINA LOCAL W.C W.C SALA JARDIN COMEDOR COCINA N+.50 ALCOBA ESTUDIO ALCOBA ALCOBA CL CL W.C W.C CL CL CL ALCOBA ALCOBA COCINA COMEDOR SALA HALL PRIMER PISO SEGUNDO PISO TERCER PISO TERRAZA PISO CL LOCAL W.C W.C SALA JARDIN COMEDOR COCINA HABITACIÓN ESTUDIO HABITACIÓN HABITACIÓN CL CL W.C W.C CL CL CL HABITACIÓN HABITACIÓN COCINA COMEDOR SALA N+3.55 N+6.10 PRIMER PISO SEGUNDO PISO TERCER PISO TERRAZA PISO CL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Proy. LOSA DE TERRAZA 5 5 FACHADA PRINCIPAL CRA. 3 ESC: 1:50 CORTE LONG. A-A’ ESC: 1:50 CORTE TRANSV. B-B’ ESC: 1:50 1 1 1 1 1 1 1 1 1 5 5 5 4 4 4 4 4 4 4 BALCON HALL HALL VACIO VACIO VACIO BALCON W.C VACIO TERRAZA TERRAZA TERRAZA N+8.65 N+8.65 N.+6.10 ANDEN W.C. N+3.55 N+3.55 N+3.55 N+6.10 N+6.10 N+6.10 CL CL BALCON BALCON VACIO 1 1 1 1 1 1 TD TD M1 M2 S S S S S S S S S S S S S S 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 1 M3 TD 3 5 5 4 S S S S 5 5 5 5 W.C 6 6 6 6 6 6 7 7 7 7 7 7 7 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 2 8 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 2#10 d3/4 S S S S S S S S S S S S S S S S S S S S S S S S TOMA ESPECIAL ESTUFA TOMA DOBLE NORMAL INTERRUPTOR CONMUTABLE INTERRUPTOR DOBLE C DUCTO TUBERIA POR PISO Y CIELO RASO DUCTO TUBERIA POR MURO CONTROL DE ALUMBRADO CONDUCTOR NEUTRO X CUADRO DE CONVENCIONES INTERRUPTOR SENCILLO TABLERO DE CIRCUITOS MEDIDOR M CONDUCTOR DE FASE APLIQUE LAMPARA / COLUMNA ASCENDENTE DE H2O TUB. P.V.C O 1/2 H2O FRIA COLUMNA DESCENDENTE DE H2O CONVENCIONES INST. HIDRAULICAS CODO TEE SALIDA DE H2O C LLAVE DE REGISTRO LLAVE DE PASO CHECK CONTADOR BAJANTE AGUAS LLUVIAS YEE O 3″ YEE O 2″ BAJANTE AGUAS NEGRAS REJILLA SIFON CONVENCIONES INST.SANITARIAS C.I CAJA DE INSPECCION P.V.C.O 3″ P.V.C. O 2″ TUB. DE ASBESTO CEMENTO O 6″ CUADRO DE CIRCUITOS LAMPARAS 2 1 No. CIRCUITOS 1×20 AMP 1×15 AMP 10 BREAKERS TOMAS C. WATTIOS 600 3 1000 4 800 1×15 AMP 800 6 1050 8 1 1×20 AMP 5 7 TOTAL 4 8 1×20 AMP 1200 8 7 1×15 AMP 1×20 AMP 7 1×20 AMP 1050 1500 26 27 8000 8 CUADRO DE CIRCUITOS TB1 LAMPARAS 2 1 No. CIRCUITOS 1×20 AMP 1×15 AMP 6 BREAKERS TOMAS C. WATTIOS 600 600 4 TOTAL 6 1200 4 CUADRO DE CIRCUITOS TB3 LAMPARAS 2 1 No. CIRCUITOS 1×20 AMP 1×15 AMP 10 BREAKERS TOMAS C. WATTIOS 1350 3 1000 9 7 1×20 AMP 1050 TOTAL 10 16 3400 A A A A A A A A B B B B N 5 5 5 5 5 5 5 5 5 B C D E Marquesina INSTALACIONES ELECTRICAS ESC: 1:50 AREA TERCER PISO BALL 3″ BALL 3″ BALL 3″ BALL 3″ BALL 3″ BALL 3″ BALL 3″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BAN 4″ BALL 3″ BALL 3″ BALL 3″ BALL 3″ C.I. .70*.70 C.I. .70*.70 C.I. .70*.70 AL COLECTOR PPAL. Desarenador s.p.3″ s.p.3″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ s.p.2″ s.p.2″ s.p.2″ s.p.2″ s.p.2″ s.p.2″ s.p.2″ s.p.2″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 6″ 6″ 3″ 3″ 3″ 3″ C Llave De Paso Medidor ø 1/2″ Cheque Viene de la red Llave De Paso Sube al tanque Baja del tanque Sube al tanque Baja del tanque Sube al tanque Baja del tanque Sube al tanque Baja del tanque EJES Y CIMIENTOS LOSA DE ENTREPISO A A A 2 1 5 2 1 5 2 1 A-B-C-D ESC 1:20 0.40 3.70 0.40 1 2 2#5L=5.00 2#5L=5.00 8#3c/7.5 VIGAS 4d 3/8 Ed 1/4 C..15 0.12 0.02 0.12 CASETON 1d 3/8 0.08 0.05 0.08 0.05 .60 al centro 4d 3/8 Ed 1/4 C..15 4d 3/8 Ed 1/4 C..15 0.12 .24 0.02 0.04 0.12 DETALLE LOSA ALIGERADA CASETON 1d 3/8 0.26 0.08 0.26 Ed1/4=0.78@0.15 0.05 0.08 0.05 .30 al centro 4d 3/8 Ed 1/4 C..15 Gancho .15 .18 / 1 0 1/2 C/.12 1.00 DETALLE DE ESCALERAS 1 0 1/4 C/.40 / .15 .25 Gancho .15 .18 / 1 0 1/2 C/.12 1.00 DETALLE DE ESCALERAS 1 0 1/4 C/.40 / .15 .25 f’c = 180 Kg/cm SOLADO. e=10cm. ELEVACION ZAPATAS ESCALA SIN 2 ARMADURA DE COLUMNA f’c = 180 Kg/cm SOLADO. e=10cm. ELEVACION ZAPATAS ESCALA SIN 2 ARMADURA DE COLUMNA d5/8 C/. .15 ELEVACION ZAPATAS 2 SOLADO. e=10cm. f’c = 180 Kg/cm SIN ARMADURA DE COLUMNA ELEVACION ZAPATAS 2 SOLADO. e=10cm. f’c = 180 Kg/cm SIN ARMADURA DE COLUMNA d5/8 c/.15 0.10 0.10 0.10 0.10 4 d 3/8 15 0.15 0.15 0.25 0.10 0.10 4 d 1/2 20 Ed3/8 L=.90 0.10 0.10 0.25 0.25 0.10 0.10 4 d 3/8 VIGA DE BORDE .30 15 Ed3/8 L=1.00 0.15 0.15 0.25 0.10 0.10 4 d 1/2 VIGA SECUNDARIA .30 20 .40 .40 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 e=.40 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1d1/2″C/30 1d5/8″C/15 1 2 5 5 5 5 5 5 5 5 5 5 D 5 5 5 A B C E 5 5 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Esc. 1: 50 1 2 5 5 5 5 5 5 5 5 5 5 D 5 5 5 A B C E 5 5 1 2 5 VIGA DE CARGA .35*.35 5 5 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA DE CONTRAPESO .35*.35 VIGA DE CONTRAPESO .35*.35 VIGA DE CONTRAPESO .35*.35 VIGA DE CONTRAPESO .35*.35 VIGA DE CONTRAPESO .35*.35 VIGA DE AMARRE .35*.35 VIGA DE AMARRE .35*.35 vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VIGA SECUNDARIA .20*.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 5 5 5 5 5 5 5 5 5 5 D 5 5 5 A B C E 5 1 2 5 5 5 5 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA DE CARGA .35*.35 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VIGA DE BORDE .15*.30 VACIO VACIO VACIO VACIO 5 5 5 5 VIGA DE BORDE .15*.30 1 2 5 VIGA DE CARGA .35*.35 5 VIGA DE BORDE .15*.30 A B 5 5 VIGA RIOSTRA .35*.35 VIGA RIOSTRA .35*.35 VIGA DE CARGA .35*.35 VIGA SECUNDARIA .20*.30 VIGA SECUNDARIA .20*.30 B 5 A B 5 A B 5 A B 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. vt. 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA 3er. NIVEL LOSA TAPAGRADA VIGA DE CONTRAPESO ESCALA 40% DE PIEDRA RAJON MURO DE HORMIGON CICLOPEO 60% DE H. SIMPLE 1:25 NIVEL DE PISO TERMINADO 0.10 0.10 0.30 .30 .40 VIGA DE AMARRE ESCALA 1:25 VIGA DE CONTRAPESO ESCALA 40% DE PIEDRA RAJON MURO DE HORMIGON CICLOPEO 60% DE H. SIMPLE 1:25 NIVEL DE PISO TERMINADO Ed3/8 L=1.40 15@0.05 en nudos 0.10 0.30 0.30 0.10 0.30 6 d 5/8 TRASLAPE 0.60 ESTRIBOS 1d 3/8 @0.05 .35 .30 .35 .40 VIGA DE AMARRE ESCALA 1:25 40% DE PIEDRA RAJON MURO DE HORMIGON CICLOPEO 60% DE H. SIMPLE NIVEL DE PISO TERMINADO .30 .40 40% DE PIEDRA RAJON MURO DE HORMIGON CICLOPEO 60% DE H. SIMPLE NIVEL DE PISO TERMINADO 6 d 1/2 TRASLAPE 0.60 ESTRIBOS 1d 3/8 @0.05 .35 .30 .35 .40 @0.10 al centro 0.10 0.10 0.30 Ed3/8 L=1.40 15@0.05 en nudos 0.10 0.30 0.30 0.10 0.30 @0.10 al centro d1/2 c/.30 d1/2 c/.30 5 35 x 35 8#3c/7.5 16#3c/15 28cm ESC 1:20 0.30 3.90 0.30 1 2 2#5L=5.00 2#5L=5.00 8#3c/7.5 VIGA E 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 35 x 35 8#3c/7.5 16#3c/15 28cm Ejes 1 y 2 Ejes 1 y 2 VIGA 1 35 x 35 ESC 1:20 0.41 3.49 0.35 14.79 E D B 2#5L=6.00 traslapo .70 C 2#5L=6.00 traslapo .70 0.35 0.35 3.32 A 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 28cm Entrepiso 4.15 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 #3c/15 #3c/15 #3c/15 #3c/7.5 VIGA 2 35 x 35 ESC 1:20 0.41 3.49 0.35 17.74 E D B 2#5L=6.00 traslapo .70 C 2#5L=6.00 traslapo .70 0.35 0.35 3.32 0.35 A 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 28cm Entrepiso 0.26 4.15 3.90 8#3c/7.5 8#3c/7.5 #3c/15 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 #3c/15 #3c/15 #3c/15 #3c/7.5 0.35 1.62 #3c/15 VIGA 1 35 x 35 ESC 1:20 3.09 B 2#5L=3.30 0.35 A 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 28cm Tapagrada 8#3c/7.5 VIGA 2 35 x 35 ESC 1:20 B 0.35 0.35 A 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 28cm 0.62 3.90 8#3c/7.5 8#3c/7.5 #3c/15 0.35 1.62 #3c/15 8#3c/7.5 3er. Nivel 8#3c/7.5 VIGA 1 35 x 35 ESC 1:20 0.41 3.49 0.35 15.87 E D B 2#5L=6.00 traslapo .70 C 2#5L=6.00 traslapo .70 0.35 0.35 3.32 A 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 28cm 3er. Nivel 4.15 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 #3c/15 #3c/15 #3c/15 #3c/7.5 0.35 1.62 #3c/15 8#3c/7.5 VIGA 2 35 x 35 ESC 1:20 0.41 3.49 0.35 17.74 E D B 2#5L=6.00 traslapo .70 C 2#5L=6.00 traslapo .70 0.35 0.35 3.32 0.35 A 28cm 10cm 28cm #3 (28cm x28cm) L=132cm 35cm 35cm 28cm 0.26 4.15 3.90 8#3c/7.5 8#3c/7.5 #3c/15 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 8#3c/7.5 #3c/15 #3c/15 #3c/15 #3c/7.5 3er. Nivel 8#3c/7.5 1.08 2#5L=3.30 5.33 2#5L=3.30 2#5L=3.30 Columnas E-1, E-2 Son 2 1 3 0.35 2.2 0.35 2.2 0.35 N 3.35 N 5.9 N 8.45 f’c=210 35 5#5 35 5#5 5#5 35 5#5 35 5#5 30×41 82#3 82#3 164#3 24 10 35 10 10 36 10 10 25 10C/10 10C/10 6C/20 7 10C/10 10C/10 2C/20 2 10C/10 10C/10 1C/20 2 2 1.40 .80 .40 1.45 .85 1.15 Columnas D-1, C-1, C-2, D-2 Son 4 1 3 0.35 2.2 0.35 2.2 0.35 N 3.35 N 5.9 N 8.45 f’c=210 35 4#5 35 4#6 4#6 35 4#5 35 4#6 40×40 82#3 164#3 34 10 34 10 10 35 10 10 35 10C/10 10C/10 6C/20 7 10C/10 10C/10 2C/20 2 10C/10 10C/10 1C/20 2 2 1.40 .80 .40 1.45 .85 1.15 Columnas B-1, A-1, AA-2, B-2 Son 4 1 3 0.35 2.2 0.35 2.2 0.35 2.2 0.35 N 3.35 N 5.9 N 8.45 N 11 f’c=210 35 4#5 35 4#6 4#6 35 4#5 35 4#6 40×40 106#3 212#3 34 10 34 10 10 35 10 10 35 10C/10 10C/10 6C/20 7 10C/10 10C/10 2C/20 2 10C/10 10C/10 1C/20 2 10C/10 10C/10 2C/20 2 2 1.00 1.20 .45 1.40 .40 1.20 5 5 5 5 5 5 5 d3/8 .50 d1/2 .20 d3/4 .20 d3/8 .50 d7/8″ .60 L=2.12 d7/8″ .60 L=4.24 d7/8″ .60 L=6.45 d3/8″ .50 VIVIENDA A CONSTRUIR RELLENO 5 5 5 5 5 5 5 d7/8″ .60 d7/8″ .60 d7/8″ .60 d7/8″ .60 MURO DE CONTENCION 5 5 5 5 5 5 5 5 FACHADA POSTERIOR ESC: 1:50 2 1 IMPLANTACION ESC: 1:100 N ANDEN ANDEN 5 5 5 PATIO 5 5 AREA A DEMOLER =63.42 m2 5