Multifamily Building Structures DWG Block for AutoCAD

Multifamily Building Structures DWG Block for AutoCAD

Multifamilair designed, with structural calculations and structural drawings foundation, beams,. Lightened and columns

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

ppal bedroom, ss-hh, dining room, bedroom, kitchen, laundry, hall, room, laundry, cicterna, tendal, bbq and common terrace, elevated tank, parking, pump room, national university federico villarreal, faculty of architecture and urbanism, multifamily – architectural plant, laminate:, student: condor neyra, adrian, teacher: ing. martin maguiña m., seismic joint, lightened first floor, detail of, staircase see, see detail, lightened floor ceiling, vb, slab for elevated tank, guardian, indicated, multifamily housing, architecture, teacher :, date:, lamina:, specialty:, plan:, scale:, foundation plant, adrian condor neyra, m.maguiña.m., course :, structures iii, urb apolo – victory, cut and elevation, vp, lightened, cross reinforcement, columns, top of columns, plate, horiz. and vertical, cistern court: c – c, typical reinforcement, coating, shoe, sub-shoe, concrete, cyclopean, flooring, m values, top reinforcement, bottom reinforcement, any h, notes, splice on the supports being the length of, the specified percentages, increase the length of, overlaps and joints for, beams and lightened, sectionable gate, first floor, proy. roof, architectural plants, cut: qq, light, typical detail lightened, column is born, variable, lightened or beam, anchoring detail of, beam or roof columneta, stair detail, meeting of beams, solid slab, top and bottom, cut: a – a, cut: b – b, cut: c – c, cut: d – d, goes, in columns and beams, detail of bending, stirrups, specified coating, column d, plate or beam, detail floor slab, natural floor, compacted, vertical joint, note :, the displayed picture., longitudinally, in beams, the dimensions specified in, and beams, should end in, standard hooks, which, will be lodged in the concrete with, and foundation slab, column, reinforcing steel used, corrugated iron, standard hooks on rods, grid, shoe detail, additional, column, see measures in plan, affirmed and, compacted, start from the top edge of the foundation slab., first seven days., general notes, in the case of use a toothed connection, the length will only overlap or form hooks, the minimum lengths of overlap are expressed in the respective table., in the case of using a flush connection, you must add, with architectural plans., National regulations of buildings, partitions, standards, flat beam, plate, brick type v, solid clay, plastering ceilings and finished floor, unit :, mortar :, joints :, dead load :, masonry:, banked beams, coatings, general specifications, columns, footings, lightened, staircase, simple concrete :, simple overcmto, corrido foundation, rest elements, reinforced concrete :, steel :, terrain :, roof, floor, section, column table, foundation, ladder, slab joint, cistern, the adjacent foundation, to the cistern lower with false, until nfc cistern, legend, bearing walls, frontal elevation, lateral elevation, bedroom, ss.hh., tendal, kitchen, ss.hh

Raw text data extracted from CAD file:

Dormitorio Ppal SS-HH SS-HH Comedor Dormitorio Dormitorio Dormitorio Ppal SS-HH SS-HH Comedor Dormitorio Dormitorio Cocina Cocina Lavanderia Lavanderia Hall Sala Sala \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;1.18 \A2;.15 \A2;4.40 \A2;.15 \A2;3.95 \A2;.15 \A2;1.38 \A2;.15 \A2;.15 \A2;3.95 \A2;.15 \A2;1.38 \A2;.15 \A2;4.40 \A2;.15 \A2;.15 \A2;1.86 \A2;.15 \A2;1.91 \A2;.15 \A2;.35 \A2;.60 \A2;.15 \A2;1.30 \A2;.10 \A2;3.12 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;20.50 \A2;10.00 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;.15 \A2;4.30 \A2;.15 \A2;20.50 \A2;10.00 \A2;1.91 \A2;.15 \A2;.35 \A2;.60 \A2;.15 \A2;1.30 \A2;.10 \A2;3.12 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;.15 \A2;1.86 \A2;.15 \A2;1.02 \A2;.15 \A2;10.00 \A2;4.15 \A2;4.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;20.50 \A2;10.00 \A2;1.02 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;1.18 \A2;3.40 \A2;3.05 \A2;3.40 \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;1.18 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;20.50 \A2;.15 \A2;5.62 \A2;.15 \A2;3.93 \A2;.15 \A2;3.93 \A2;.15 \A2;.15 \A2;5.62 \A2;.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;.15 \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;1.18 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.30 \A2;.15 \A2;.15 \A2;1.86 \A2;.15 \A2;1.91 \A2;.15 \A2;.35 \A2;.60 \A2;.15 \A2;1.30 \A2;.10 \A2;3.12 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;20.50 \A2;10.00 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;.15 \A2;4.30 \A2;.15 \A2;20.50 \A2;10.00 \A2;1.91 \A2;.15 \A2;.35 \A2;.60 \A2;.15 \A2;1.30 \A2;.10 \A2;3.12 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;.15 \A2;1.86 \A2;.15 \A2;1.02 \A2;.15 \A2;1.91 \A2;.15 \A2;.35 \A2;5.27 \A2;.15 \A2;10.00 \A2;.15 \A2;.15 \A2;3.28 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.15 \A2;4.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;3.28 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;20.50 \A2;4.05 \A2;.15 \A2;1.38 \A2;10.00 \A2;.15 \A2;1.86 \A2;.15 \A2;1.02 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;.15 \A2;1.86 \A2;.15 \A2;1.91 \A2;.15 \A2;.35 \A2;.60 \A2;.15 \A2;1.18 \A2;3.40 \A2;3.05 \A2;3.40 \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;.15 \A2;4.30 \A2;.15 \A2;1.30 \A2;.10 \A2;3.12 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;20.50 \A2;10.00 \A2;4.15 \A2;4.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;20.50 \A2;10.00 \A2;1.02 \A2;.15 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;1.18 \A2;3.40 \A2;3.05 \A2;3.40 \A2;1.18 \A2;3.40 \A2;4.15 \A2;3.05 \A2;4.15 \A2;3.40 \A2;1.18 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;20.50 \A2;.15 \A2;5.62 \A2;.15 \A2;3.93 \A2;.15 \A2;3.93 \A2;.15 \A2;.15 \A2;5.62 \A2;.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;.15 Dormitorio Ppal SS-HH SS-HH Comedor Dormitorio Dormitorio Dormitorio Ppal SS-HH SS-HH Comedor Dormitorio Dormitorio Cocina Cocina Lavanderia Lavanderia Hall Dormitorio Ppal SS-HH SS-HH Sala Comedor Dormitorio Dormitorio Cocina Lavanderia Lavadero Hall CICTERNA Sala Sala SS-HH SS-HH TENDAL bbq Y terraza común TANQUE ELEVADO Estacionamientos Cuarto de Bombas 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO MULTIFAMILIAR - PLANTA ARQUTIECTÓNICA LAMINA : ALUMNO: CONDOR NEYRA, ADRIAN Planta 1er Nivel A-1 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO MULTIFAMILIAR - PLANTA ARQUTIECTÓNICA LAMINA : ALUMNO: CONDOR NEYRA, ADRIAN A-2 UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO MULTIFAMILIAR - PLANTA ARQUTIECTÓNICA DOCENTE: ING. MARTIN MAGUIÑA M. ESC : 1/75 FECHA : JUNIO/2013 LAMINA : ALUMNO: CONDOR NEYRA, ADRIAN A-3 DOCENTE: ING. MARTIN MAGUIÑA M. ESC : 1/75 FECHA : JUNIO/2013 DOCENTE: ING. MARTIN MAGUIÑA M. ESC : 1/75 FECHA : JUNIO/2013 \A1;0.50 -1333.284179231109 h=0.60m. V.C. (0.25x0.50) 1a 1a V.B.(.15x.20) V.A.(.25x.50) V.A.(.25x.50) \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;1.30 \A1;1.30 \A1;h \A1;0.15 \A1;0.05 \A1;LUZ \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.05 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.30 \A1;h. \A1;Variable \A1;3.30 \A1;0.20 \A1;5.67 \A1;1.00 \A1;1.00 \A1;.20 \A1;.20 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;.15 \A1;1.00 \A1;.20 \A1;.20 \A1;.30 \A1;.60 \A1;.60 \A1;.60 \A1;1.30 \A2;L/4 \A2;L/4 \A2;L/4 \A2;L/4 \A2;L/3 \A2;m \A2;h \A2;m \A2;L/3 \A2;L/3 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;Junta císmica e=0.03m. \A1;3.54 \A1;0.50 V.P.-101(.25x.50) 6 5 4 3 2 1' 1 A B C D 6 5' 4 3 2' 1' 1 A B C D V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.E.(.25x.50) V.E.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.20) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101 V.P.-101 JUNTA SISMICA e= 0.03m. \A1;junta de dilatacion e=0.025m. \A1;junta de dilatacion e=0.025m. JUNTA SISMICA e= 0.03m. C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL-1 C-4 C-4 C-4 C-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-4 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-2 C-2 C-1 C-1 C-1 ALIGERADO PRIMER PISO ESCALA 1/50 h=0.20m. S/C 200kg/m2 DETALLE DE ESCALERA VER LAMINA E-02 A B C D 0.599999999999909 1d1/2" 1d1/2" 0.599999999999909 1d1/2" 1d1/2" 1d1/2" 0.599999999999909 1d1/2" 1.300000000038835 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" PL-1 E F 5 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.1999999999998181 5 5 5 0.1999999999998181 5 5 5 0.2999999999956344 5 5 0.1500000000000909 5 0.1500000000000909 5 5 V.P.-101(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.E.(.25x.50) V.E.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.20) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101 V.P.-101 JUNTA SISMICA e= 0.03m. \A1;junta de dilatacion e=0.025m. JUNTA SISMICA e= 0.03m. C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL-1 C-4 C-4 C-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-4 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-2 C-2 C-1 C-1 C-1 ALIGERADO PRIMER PISO ESCALA 1/50 h=0.20m. S/C 200kg/m2 DETALLE DE ESCALERA VER LAMINA E-02 A B C D 0.5999999999994543 1d1/2" 1d1/2" 0.6000000000003638 1d1/2" 1d1/2" 1d1/2" 0.5999999999994543 1d1/2" 1.300000000038835 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" E F 5 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.1999999999998181 5 5 5 0.1999999999998181 5 5 5 0.2999999999956344 5 5 0.1500000000000909 5 0.1500000000000909 5 5 \A1;junta de dilatacion e=0.025m. 6 5 4 3 2 1' 1 A B C D A B C D 6 5 4 3 2 1' 1 C-4 V.B.(.15x.20) V.P.-101(.25x.50) 6 5 4 3 2 1' 1 A B C D 6 5' 4 3 2' 1' 1 A B C D V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.E.(.25x.50) V.E.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.20) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101 V.P.-101 A B C D 0.599999999999909 1d1/2" 1d1/2" 0.599999999999909 1d1/2" 0.599999999999909 1d1/2" 1d1/2" 0.599999999999909 1d1/2" 1.300000000038835 1d1/2" 1d1/2" 5 1d1/2" 1.300000000000182 1d1/2" 1d1/2" 5 1d1/2" JUNTA SISMICA e= 0.03m. JUNTA SISMICA e= 0.03m. C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-2 C-2 C-1 C-1 C-1 ALIGERADO 2,3,4 PISO ESCALA 1/50 h=0.20m. S/C 200kg/m2 DETALLE DE ESCALERA VER LAMINA E-02 1d1/2" E F 5 1d1/2" 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.1999999999998181 5 5 5 0.1999999999998181 5 5 5 0.2999999999956344 5 0.2999999999960892 5 0.1500000000000909 5 0.1500000000000909 5 \A1;1.05 ver detalle V.A.(.25x.20) V.P.-101 V.P.-101 C-1 C-1 C-3 V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) PL-1 TANQUE ELEVADO 6 5 4 3 2 1' 1 A B C D 6 5' 4 3 2' 1' 1 A B C D JUNTA SISMICA e= 0.03m. JUNTA SISMICA e= 0.03m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-3 1.049999999994725 ALIGERADO PLANTA TECHO h=0.20m. S/C 200kg/m2 ESCALA 1/50 V.B. \A1;4.15 \A1;3.05 \A1;4.15 \A1;3.57 \A1;Junta císmica e=0.03m. \A1;1.18 \A1;3.53 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.25 \A1;.25 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;1.30 \A1;1.30 \A1;1.18 \A1;3.53 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.25 \A1;.25 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;1.18 \A1;3.53 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.20 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.75 \A1;0.60 \A1;0.50 \A1;0.75 \A1;0.50 \A1;0.50 \A1;1.00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.00 \A1;.20 \A1;.20 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.60 \A1;.60 \A1;.60 \A1;1.30 \A1;1.00 \A1;1.00 \A1;.20 \A1;.20 \A1;.30 \A1;.15 \A1;.15 ver detalle V.A.(.25x.20) V.P.-101 V.P.-101 C-1 C-1 C-3 V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) PL-1 TANQUE ELEVADO C-1 C-1 C-1 C-3 ALIGERADO PLANTA TECHO h=0.20m. S/C 200kg/m2 ESCALA 1/50 C-1 JUNTA SISMICA e= 0.03m. JUNTA SISMICA e= 0.03m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 4 3 2 1' 1 A B C D A B C D 6 5 4 3 2 1' 1 V.P.-101(.25x.50) A B C D V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.B.(.15x.20) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.E.(.25x.50) V.E.(.25x.50) V.A.(.25x.50) V.A.(.25x.50) V.A.(.25x.20) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101(.25x.50) V.P.-101(.25x.50) V.P.-101 V.P.-101 V.P.-101 V.P.-101 A B C D 0.6000000000003638 1d1/2" 1d1/2" 0.5999999999994543 1d1/2" 0.5999999999994543 1d1/2" 1d1/2" 0.6000000000003638 1d1/2" 1.300000000038835 1d1/2" 1d1/2" 5 1d1/2" 1.300000000000182 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-2 ALIGERADO 2,3,4 PISO ESCALA 1/50 h=0.20m. S/C 200kg/m2 DETALLE DE ESCALERA VER LAMINA E-02 1d1/2" E F 5 1d1/2" 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1.0 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.1999999999998181 5 5 5 0.1999999999998181 5 5 5 0.2999999999956344 5 0.2999999999999545 5 0.1500000000000909 5 0.1500000000000909 5 JUNTA SISMICA e= 0.03m. \A1;junta de dilatacion e=0.025m. JUNTA SISMICA e= 0.03m. C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-2 C-2 C-1 C-1 C-1 \A1;junta de dilatacion e=0.025m. A B C D 6 5 4 3 2 1' 1 6 5 4 3 2 1' 1 V.B.(.15x.20) 5 5 \A1;1.18 \A1;3.53 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 3.299999999998363 V.A.(.25x.50) A B 4 3 LOSA PARA TANQUE ELEVADO ESCALA 1/50 5.674912729592052 PL-1 C-1 V.P.-101 V.P.-101 C-1 C-2 C-2 \A1;0.25 \A1;0.25 \A1;Junta císmica e=0.03m. \A1;0.50 \A1;0.20 \A1;0.20 \A1;5.55 \A1;2.31 \A1;2.14 \A1;2.14 \A1;5.55 \A1;2.31 \A1;1.18 \A1;3.53 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.25 \A1;.25 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;0.50 \A1;0.25 \A1;5.17 \A1;0.25 \A1;2.06 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.76 \A1;3.15 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;3.40 \A1;1.27 \A1;1.28 \A1;3.40 \A1;3.15 \A1;1.05 \A1;0.25 \A1;5.17 \A1;0.25 \A1;2.06 \A1;0.25 \A1;0.25 \A1;1.76 \A1;0.20 \A1;0.75 \A1;0.75 \A1;0.50 \A1;0.50 \A1;1.20 \A1;1.20 \A1;0.75 \A1;0.75 \A1;1.00 \A2;4.15 \A2;4.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;.15 \A2;3.35 \A2;.15 \A2;3.95 \A2;.15 \A2;1.38 \A2;.15 \A2;.15 \A2;1.86 \A2;.15 \A2;1.91 \A2;.15 \A2;.35 \A2;.60 \A2;.15 \A2;1.30 \A2;.10 \A2;3.12 \A2;.15 \A2;19.45 \A2;10.00 \A2;4.15 \A2;4.15 \A2;.15 \A2;4.30 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;3.28 \A2;.15 \A2;4.05 \A2;.15 \A2;1.38 \A2;.15 \A2;19.45 \A2;1.91 \A2;.15 \A2;.35 \A2;5.27 \A2;.15 \A2;10.00 \A2;.15 \A2;1.86 \A2;.15 \A2;.15 \A2;1.18 \A2;3.40 \A2;3.05 \A2;3.40 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A2;1.18 \A2;3.40 \A2;3.05 \A2;3.40 \A2;3.25 \A2;2.50 \A2;2.06 \A2;2.01 \A1;45° \A1;RECUBRIMIENTO ESPECIFICADO \A1;r \A1;45° \A1;a \A1;1" \A1;.10 \A1;2/3H \A1;H/6 \A1;H/6 \A1;\Fsimplex.shx;G \A1;0.40 \A1;0.10 \A1;0.60 \A1;.07 \A1;.07 \A1;0.30 \A1;COLUMNA \A1;0.05 \A1;VER MEDIDAS EN PLANTA \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.50 \A1;0.15 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.50 \A1;0.15 \A1;@.15 \A1;1@.05 \A1;5@.10 \A1;5@.10 \A1;1@.05 \A1;0.30 \A1;0.30 \A1;5@.10 \A1;@.15 \A1;0.05 \A1;0.20 \A1;0.80 \A1;0.50 \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.80 \A1;0.50 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.60 \A1;1.35 \A1;0.80 \A1;0.30 \A1;0.20 \A1;1.65 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;45° \A1;45° \A1;0.15 \A1;1.90 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.80 \A1;0.50 \A1;0.25 \A1;3.41 \A1;0.15 \A1;0.25 \A1;3.41 \A1;1.15 \A1;.95 \A1;RECUBRIMIENTO ESPECIFICADO \A1;0.05 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.30 \A1;0.30 \A1;0.00 \A1;1.18 \A1;3.53 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 \A1;0.15 \A1;0.25 \A1;.95 \A1;1.40 \A1;.70 \A1;.95 \A1;.95 \A1;1.40 \A1;1.15 \A1;.95 \A1;1.30 \A1;1.30 \A1;4.55 \A1;4.60 \A1;1.10 \A1;1.05 \A1;1.05 \A1;1.10 \A1;1.05 \A1;1.10 \A1;1.30 \A1;1.05 \A1;1.90 \A1;.95 \A1;1.20 \A1;1.90 \A1;1.90 \A1;1.90 \A1;.65 \A1;1.00 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.55 \A1;.85 \A1;1.30 \A1;1.05 \A1;.65 \A1;1.00 \A1;1.20 \A1;.60 Dormitorio Ppal SS-HH SS-HH Sala Comedor Dormitorio Dormitorio Cocina Lavanderia Lavadero Hall CICTERNA Estacionamientos Cuarto de Bombas A B C D E 1.175000000004729 3.399999999999636 4.150000000000546 3.049999999988358 4.150000000001455 3.399999999999636 0.1499999999996362 4.299999999998363 0.1499999999950887 4.049999999998363 0.1500000000014552 1.375000000002728 0.1500000000014552 0.1500000000005457 3.35000000000764 0.1509207777562551 3.949999999988904 0.1500000000014552 1.375000000001819 0.1500000000005457 0.1500000000000909 1.862543635203565 0.1499999999996362 1.912543635211478 0.1499983170006089 0.3500000000049113 0.599999999999909 0.1500000000010004 1.299999999999727 0.1000000000012733 3.124912729592324 0.1499999999996362 3.249912728554136 2.499999166769612 2.062544566875658 2.012543627593004 19.45000000000437 5 1 2 3 4 5 1.175000000004729 3.399999999999636 4.150000000000546 3.049999999988358 4.150000000001455 3.399999999999636 0.1499999999996362 4.299999999998363 0.1499999999950887 4.049999999998363 0.1500000000014552 1.375000000002728 0.1500000000014552 3.274999999985994 0.1499999999950887 4.049999999999272 0.1500000000014552 1.375000000001819 0.1500000000005457 19.45000000000437 1.912543635211478 0.1499983170006089 0.3500000000049113 5.274912729587868 0.1499999999996362 3.249912728554136 2.499999166769612 2.062544566875658 2.012543627593004 5 0.1500000000000909 1.862543635203565 0.1499999999996362 6 0.1499999999996362 A B C D E 1 2 3 4 5 6 SS-HH Guardian A' A Dormitorio Ppal SS-HH SS-HH Comedor Dormitorio Dormitorio Dormitorio Ppal SS-HH SS-HH Comedor Dormitorio Dormitorio Cocina Cocina Lavanderia Lavanderia Hall Sala Sala 1.17500000000382 3.399999999999636 4.150000000001455 3.049999999988358 4.150000000000546 3.399999999999636 1.175000000008367 0.1499999999996362 4.400000000008731 0.1499999999950887 3.949999999994361 0.1500000000005457 1.375000000003638 0.1500000000014552 0.1499999999996362 4.40000000001146 0.1499999999950887 3.949999999991633 0.1500000000023647 1.375000000001819 0.1499999999996362 0.1500000000000909 1.86254363520402 0.1500000000000909 1.912543635210568 0.1499983170001542 0.3500000000040018 0.599999999999909 0.1500000000005457 1.300000000000182 0.1000000000008185 3.124912729593234 0.1499999999987267 3.249912728554136 2.499999166770067 2.062544566875658 2.012543627593004 20.50000000000182 5 1.17500000000382 3.399999999999636 4.150000000001455 3.049999999988358 4.150000000000546 3.399999999999636 0.1499999999996362 4.299999999998363 0.1499999999950887 4.049999999999272 0.1500000000005457 1.375000000003638 0.1500000000014552 4.299999999999272 0.1499999999950887 4.049999999999272 0.1500000000023647 1.375000000001819 0.1499999999996362 20.50000000000182 1.912543635210568 0.1499983170001542 0.3500000000040018 0.599999999999909 0.1500000000005457 1.300000000000182 0.1000000000008185 3.124912729593234 0.1499999999987267 3.249912728554136 2.499999166770067 2.062544566875658 2.012543627593004 5 0.1500000000000909 1.86254363520402 0.1500000000000909 1.024732176079851 0.1499999999996362 A B C D E 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 A' A SS-HH SS-HH TENDAL bbq Y terraza común TANQUE ELEVADO 1.17500000000382 3.399999999999636 4.150000000001455 3.049999999988358 4.150000000000546 3.399999999999636 1.175000000008367 3.249912728554591 2.499999166770067 2.062544566874749 2.012543627593004 20.50000000000182 5 1.17500000000382 3.399999999999636 4.150000000001455 3.049999999988358 4.150000000000546 3.399999999999636 0.1499999999996362 4.299999999998363 0.1499999999959982 4.049999999998363 0.1500000000014552 1.375000000003638 0.1500000000005457 4.299999999998363 0.1499999999959982 4.049999999999272 0.1500000000005457 1.375000000003638 0.1499999999996362 20.50000000000182 3.249912728554591 2.499999166770067 2.062544566874749 2.012543627593004 5 1.024732176078942 0.1499999999996362 0.1500000000000909 5.62491272959187 0.1499999999932697 3.925087270414679 0.1500000000000909 0.1500000000000909 5.62491272959187 0.1499999999932697 3.925087270414679 0.1500000000000909 0.1499999999996362 4.299999999998363 0.1499999999959982 4.049999999998363 0.1500000000014552 1.375000000003638 0.1500000000005457 4.299999999998363 0.1499999999959982 4.049999999999272 0.1500000000005457 1.375000000003638 0.1499999999996362 0.1499999999996362 A B C D E 1 2 3 4 5 6 A B C D E 1 2 3 4 5 6 A' A INDICADAS VIVIENDA MULTIFAMILIAR ARQUITECTURA OCTUBRE 2013 DOCENTE: A-01 FECHA : LAMINA : ESPECIALIDAD : PLANO : ESCALA : PLANTA CIMENTACION 1 de 2 ADRIAN CONDOR NEYRA M.MAGUIÑA.M. CURSO: ESTRUCTURAS III UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO Jr Julio Morales 619 Urb Apolo - La Victoria INDICADAS VIVIENDA MULTIFAMILIAR ARQUITECTURA OCTUBRE 2013 DOCENTE: A-02 FECHA : LAMINA : ESPECIALIDAD : PLANO : ESCALA : CORTE Y ELEVACIÓN 2 de 2 ADRIAN CONDOR NEYRA M.MAGUIÑA.M. CURSO: ESTRUCTURAS III UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO Jr Julio Morales 619 Urb Apolo - La Victoria \A1;0.70 \A1;0.70 \A1;0.25 \A1;0.16 \A1;0.15 \A1;1.75 \A1;1.00 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.25 \A1;0.16 \A1;0.20 \A1;0.15 \A1;0.29 \A1;0.62 \A1;0.72 \A1;0.20 \A1;0.15 \A1;0.29 \A1;0.37 \A1;0.29 V.1. TRAMO 3- 5 - 7 S/C. 250 Kg/m2 V.P. 6d3/8" d3/8"@.20 d3/8"@.20 6d3/8" ALIGERADO 6d3/8" 6d3/8" e=0.15 6d1/2" 5 5 5 5 5 5 5 5 V.1. V.P. TRAMO 2- 4 - 6 - 8 S/C. 250 Kg/m2 d3/8"@.20 6d3/8" 5 5 5 d3/8"@.20 5 5 5 5 5 6d3/8" 6d3/8" 6d1/2" e=0.15 d3/8"@.20 6d3/8" ALIGERADO 5 5 V.1. TRAMO 1 S/C. 250 Kg/m2 N.F.P. - 0.05 N.F.P. + 0.10 6d3/8" 5 5 5 5 5 5 d3/8"@.20 d3/8"@.20 6d3/8" 6d3/8" e=0.15 6d1/2" 5 1.75 5 \A1;0.30 \A1;0.30 5 5 5 5@.10 5 RTO.S/CUADRO RTO.S/CUADRO REFUERZO TRANSVERSAL DE COLUMNAS 0.3000000000001819 0.2999999999999545 REMATE DE COLUMNAS 5@.10 RTO.S/CUADRO 5 0.0499998813291995 PL-1 PLACA ESCALA 1/25 e=0.15 d3/8"@.20 horiz. y vertical 4d3/4"+4d5/8" d3/8":@.20 5 0.2500000000004547 5 0.4999999999986358 4d5/8" 4d5/8" 0.25 5 P-1 d3/8":@.20 4d1/2" d3/8"@.20 horiz. y vertical 4d3/4"+4d5/8" d3/8":@.20 0.1499999999996362 0.25 5 P-1 d3/8":@.20 4d1/2" d3/8"@.20 horiz. y vertical d3/8"@.20 horiz. y vertical e=0.15 e=0.15 \A1;0.10 \A1;0.80 \A1;0.30 \A1;2.10 \A1;1.30 0.6000000008885991 1.350000000000023 0.7999999999999545 5 1 Ø 1/2" DE MARCO Ø3/8" 0.2000000000000455 1.649999999999864 0.599999999999909 5 0.2000000000000455 MALLA Ø3/8"@0.20 5 CISTERNA CORTE: C - C 0.4000000000000909 0.4000000000000909 0.3048185050677148 0.2999999999999545 0.2999999999999545 0.2999999999999545 MALLA Ø3/8"@0.20 MALLA Ø3/8"@0.20 5 5 0.1500000000000909 1.903488209736338 0.1999999999999318 0.2465117902635257 0.2999999999999545 0.2999999999999545 REFUERZO TIPICO 4\U+22051/2" N.T.Cist. - 0.05 0.2950000000000728 REFUERZO TIPICO 4\U+22051/2" REFUERZO TIPICO 4\U+22051/2" 0.2999999999999545 MALLA Ø3/8"@0.25 MALLA Ø3/8"@0.25 MALLA Ø3/8"@0.25 MALLA Ø3/8"@0.25 0.1000000000000227 SOLADO 1:12 RECUBRIMIENTO Exterior:7.5cm Interior:2.5cm ESCALA 1/25 N.T.N. ± 0.00 0.1500000000000909 ZAPATA MALLA Ø3/8"@0.20 SUB-ZAPATA CONCRETO CICLOPEO F'c=60 Kg/Cm2 CON 30%DE P.G. ALIGERADO \A1;0.70 \A1;0.30 \A1;0.80 \A1;2.10 \A1;1.30 \A1;0.80 \A1;0.34 \A1;0.30 V.1. N.F.P. + 0.10 5 .075 .075 5 SOLADO 1:10 5 0.1000000000000227 5 5 5 5d3/8" 5 5 5d3/8" d3/8"@.20 5d1/2" 5d3/8" 5d3/8" d3/8"@.20 5 5 5 e=0.15 5 5 5 2.099999999906231 5 9 10 11 12 13 14 15 16 e=0.15 5 5 V.P. 5 5 V.1. 5 d3/8"@.20 5d3/8" d3/8"@.20 6d3/8" d3/8"@.20 6d1/2" 6d3/8" 6d3/8" 5 5 5 5 5 5 5 5 5 5 \A1;0.18 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;1.15 \A1;2.10 \A1;2.10 V.1. 5 5 5d3/8" d3/8"@.20 5d1/2" 5d3/8" 5d3/8" d3/8"@.20 5 5 e=0.15 5 5 2.099999999906231 5 V.P. 5 5 5 6d3/8" d3/8"@.20 6d1/2" 5 5 5 \A1;0.15 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.20 \A1;1.35 \A1;0.15 \A1;0.60 \A1;0.80 \A1;0.30 \A1;0.20 \A1;1.65 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;45° \A1;45° \A1;0.15 \A1;1.90 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.20 \A1;.075 \A1;.075 \A1;0.50 \A1;0.20 \A1;0.80 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.18 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;1.15 \A1;2.10 \A1;2.10 \A1;0.70 \A1;0.30 \A1;0.80 5 5 5 5 1/2" 5/8" 3/8" 3/4" 1" d 1.30 1.00 1.15 0.50 0.60 h > 0.30 0.45 0.75 VALORES DE m 0.40 0.45 0.40 h < 0.30 0.40 0.50 0.40 REFUERZO SUPERIOR 0.55 0.60 REFUERZO INFERIOR h CUALQUIERA NOTAS EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. PARA 1/2" O 5/8" 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE EMPALME EN UN 70 % . 5 5 h 5 5 5 TRASLAPES Y EMPALMES PARA VIGAS Y ALIGERADOS \A1;0.15 \A1;0.30 \A1;4.06 \A1;2.90 \A1;3.04 \A1;3.08 \A1;3.875 \A1;5.595 \A1;5.20 \A1;2.25 \A1;3.08 \A1;3.875 \A1;2.92 \A1;4.925 \A1;5.20 \A1;4.06 \A1;5.94 A 6 B B' C 5 4 3' 2 1 5 4 3 2 1 A B C 6 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 -653.8876392606055 A 6 B B' C 5 4 3' 2 1 5 4 3 2 1 A B C 6 4.055000000004156 2.900000000003615 5 3.080000000412383 5 5 5.200000000001411 2.25000000000307 3.080000000004929 5 2.920000000002688 5 5.20000000000141 4.05500000000427 5.944999999991865 \A1;4.06 \A1;2.90 \A1;3.04 \A1;3.08 \A1;3.875 \A1;5.595 \A1;5.20 \A1;2.25 \A1;3.08 \A1;3.875 \A1;2.92 \A1;4.925 \A1;5.20 \A1;4.06 \A1;5.94 \A1;2.40 \A1;.20 \A1;2.40 \A1;.20 \A1;2.40 \A1;.20 \A1;2.40 \A1;.20 \A1;.90 \A1;1.55 \A1;.20 \A1;.25 \A1;.20 \A1;1.30 \A1;1.30 \A1;3.90 \A1;3.30 \A1;3.90 \A1;3.65 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.18 \A1;3.40 \A1;11.35 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.14 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.25 \A1;.25 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;3.90 \A1;3.65 \A1;0.25 \A1;2.80 \A1;0.50 \A1;0.25 \A1;3.41 \A1;0.15 \A1;0.25 \A1;3.41 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 PUERTA DE REJA SECCIONABLE \A1;2.40 \A1;.20 \A1;2.40 \A1;.20 \A1;.90 \A1;2.40 \A1;2.40 \A1;.20 \A1;2.40 \A1;.20 \A1;.20 \A1;1.21 \A1;3.40 \A1;4.15 \A1;3.05 \A1;4.15 \A1;3.53 \A1;.15 \A1;4.30 \A1;.15 \A1;4.05 \A1;.15 \A1;1.38 \A1;.15 \A1;.15 \A1;3.35 \A1;.15 \A1;3.95 \A1;.15 \A1;1.38 \A1;.15 \A1;.15 \A1;1.86 \A1;.15 \A1;1.91 \A1;.15 \A1;.35 \A1;.60 \A1;.15 \A1;1.30 \A1;.10 \A1;3.12 \A1;.15 \A1;1.21 \A1;3.40 \A1;4.15 \A1;3.05 \A1;3.53 \A1;.15 \A1;4.30 \A1;.15 \A1;4.05 \A1;.15 \A1;1.38 \A1;.15 \A1;3.28 \A1;.15 \A1;4.05 \A1;.15 \A1;1.38 \A1;.15 \A1;1.91 \A1;.50 \A1;5.27 \A1;.15 \A1;5.67 \A1;2.19 \A1;2.17 \A1;.15 \A1;1.86 \A1;.15 \A1;.15 \A1;4.40 \A1;.15 \A1;3.95 \A1;.15 \A1;1.38 \A1;.15 \A1;.15 \A1;4.40 \A1;.15 \A1;3.95 \A1;.15 \A1;1.38 \A1;.15 \A1;1.86 \A1;.15 \A1;1.91 \A1;.35 \A1;.60 \A1;.15 \A1;1.30 \A1;.10 \A1;3.12 \A1;1.20 \A1;.15 \A1;4.10 \A1;.15 \A1;3.25 \A1;.15 \A1;4.10 \A1;.15 \A1;2.80 \A1;1.91 \A1;.15 \A1;.35 \A1;.60 \A1;.15 \A1;1.30 \A1;.10 \A1;3.12 \A1;.15 \A1;.15 \A1;1.86 \A1;.15 \A1;.15 \A1;.15 \A1;3.35 \A1;.15 \A1;3.90 \A1;.15 \A1;3.35 \A1;.15 \A1;3.90 \A1;.15 \A1;3.00 \A1;5.62 \A1;.15 \A1;3.93 \A1;.15 \A1;.15 \A1;5.62 \A1;.15 \A1;3.93 \A1;.15 \A1;.15 \A1;4.30 \A1;.15 \A1;4.05 \A1;.15 \A1;1.38 \A1;.15 \A1;4.30 \A1;.15 \A1;4.05 \A1;.15 \A1;1.38 \A1;.15 \A1;.15 \A1;10.00 mL. \A1;20.00 ml. \A1;10.00 ml. \A1;20.00 ml. \A1;5.67 \A1;2.19 \A1;2.17 \A1;4.15 \A1;1.21 \A1;3.40 \A1;4.15 \A1;3.05 \A1;4.15 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.17 \A1;.15 \A1;.93 \A1;.15 \A1;5.67 \A1;2.19 \A1;2.17 \A1;1.21 \A1;3.40 \A1;4.15 \A1;3.05 \A1;4.15 \A1;3.53 \A1;1.21 \A1;3.40 \A1;4.15 \A1;3.05 \A1;4.15 \A1;3.53 \A1;5.67 \A1;2.19 \A1;2.17 \A1;5.67 \A1;2.19 \A1;2.17 \A1;1.21 \A1;3.40 \A1;4.15 \A1;3.05 \A1;4.15 \A1;3.53 \A1;2.05 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.05 SS-HH SS-HH Sala Comedor Dormitorio Dormitorio Cocina Lavadero Hall Estacionamientos Cuarto de Bombas -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 SS-HH Guardian Comedor Dormitorio^JPrincipal SS-HH SS-HH Comedor Dormitorio Dormitorio Cocina Cocina Lavanderia Lavanderia Hall Sala Sala -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 SS-HH SS-HH TENDAL bbq Y terraza común TANQUE ELEVADO -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 PLANTA PRIMER PISO ESCALA 1/50 PLANTA PRIMER PISO ESCALA 1/50 PLANTA PRIMER PISO ESCALA 1/50 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 proy. techo Junta de separacion Sismica e=0.03m. Junta de separacion Sismica e=0.03m. Junta de separacion Sismica e=0.03m. Junta de separacion Sismica e=0.03m. Junta de separacion Sismica e=0.03m. -1277.782766850944 -1277.782766850944 -1277.782766850944 Dormitorio^JPrincipal SS-HH SS-HH Dormitorio Dormitorio Lavanderia Dormitorio^JPrincipal A B C D A B C D -1277.782766850944 Junta de separacion Sismica e=0.03m. Junta de separacion Sismica e=0.03m. -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 INDICADAS VIVIENDA MULTIFAMILIAR ARQUITECTURA OCTUBRE 2013 DOCENTE: A-01 FECHA : LAMINA : ESPECIALIDAD : PLANO : ESCALA : PLANTAS ARQUITECTÓNICA 1 de 2 ADRIAN CONDOR NEYRA M.MAGUIÑA.M. CURSO: ESTRUCTURAS III UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO Jr Julio Morales 619 Urb Apolo - La Victoria -1277.782766850944 -1277.782766850944 -1277.782766850944 A B C D -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 A B C D -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 A B C D -1277.782766850944 -1277.782766850944 -1277.782766850944 A B C D -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 -1277.782766850944 A A A A DPTO. 101 DPTO. 201-301-401 DPTO. 202-302-402 B B B B 6 5 4 3 2 1' 1 6 5 4 3 2 1' 1 6 5 4 3 2 1' 1 6 5 4 3 2 1' 1 6 5 4 3 2 1' 1 6 5 4 3 2 1' 1 h (m.) 0.20 0.20 0.10 h 5 CORTE: Q-Q ESCALA 1/25 DETALLE DE DINTEL (TIPICO) 5 5 d 1/4"@15 Diametro (ver cuadro) Ø 2 Ø1/2" 1Ø1/2"+2Ø3/8" 2 Ø3/8" LUZ (m) 2.00 1.50 1.00 LUZ 5 5 TEMPERATURA d1/4"@.25 DETALLE TIPICO ALIGERADO ESCALA 1/10 0.20 0.15 0.05 0.10 0.30 0.10 0.30 0.10 Q Q 5 5 h. NACE COLUMNA Variable ESCALA 1/25 ALIGERADO O VIGA DETALLE DE ANCLAJE DE COLUMNETA EN VIGA O TECHO ESCALA 1/25 DETALLE DE ESCALERA DETALLE "L" DETALLE "T" \A1;X \A1;X 0.30 0.25 0.20 \A1;X Ø \A1;X 5/8" 1/2" 3/8" X ENCUENTRO DE VIGAS 5 5 5Ø1/2" V.A. (.25x.20) s d3/8":1@0.05, 5@0.10, Rto. @0.20 C/E ESC. 1/25 5 4Ø3/8": V.B. (.15x.20) ESC. 1/25 d1/4":1@ 0.05, Rto. @ 0.25 C/E s 5 5 5 4Ø5/8" V.A. (.25x.40) d3/8":1@0.05, 5@0.10, Rto. @0.20 C/E ESC. 1/25 4Ø5/8": V.T. (.15x.40) s d3/8":1@0.05, 5@0.10, Rto. @0.20 C/E ESC. 1/25 5 5 5 MALLA d3/8"@0.20 LOSA MACIZA ARRIBA Y ABAJO 0.25 4d3/4"+2d5/8"+2d3/8" CORTE: A - A 5 CORTE: B - B 5 4d3/4"+2d5/8"+2d3/8" 5 5 2d5/8" 2d3/8" 2d3/8" 2d5/8" CORTE: C - C 4d3/4"+2d3/8" 5 5 2d3/8" CORTE: D - D 5 2d3/4"+2d3/8" 5 2d3/4" 5 4d5/8"+2d1/2" CORTE: A - A 5 CORTE: B - B 5 5 5 5 2d1/2" 4d5/8"+2d1/2" 2d1/2" Junta císmica e=0.03m. 1 5 P-1 5 C ESCALA 1/25 V.E.(.30x.50) 2 3 4 5 6 5 5 5 5 Junta císmica e=0.03m. V.B. V.P. V.B. V.A. 5 5 2Ø1/2" 5 0.50 5 5 5 5 3Ø3/4" 2Ø3/4" 2Ø3/4" 3Ø3/4" 3Ø3/4" 2Ø3/4" 2Ø5/8" 2Ø3/4" 0.50 2Ø3/4" 2Ø3/4" 5 5 3Ø3/4" 2Ø3/4" 2Ø5/8" 2Ø3/4" 3Ø3/4" 2Ø3/4" d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s 0.25 0.25 d3/8": 1@0.05 s Rto.@0.10 C/E d3/8": 1@0.05 s Rto.@0.10 C/E 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) Junta císmica e=0.03m. 5 3Ø3/4" 2Ø3/4" 2Ø3/4" 3Ø3/4" 2Ø3/4" d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s d3/8": 1@0.05, 5@0.10, Rto.@0.25 C/E s 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) 2Ø5/8"(Montaje) A A B B A A B B B B A A A A A A d3/8": 1@0.10 s D D d3/8": 1@0.10 s D D B B B B C C C C C C C C A 1 B C D 5 5 5 5 5 A 1 B D 5 5 5 V.P. V.P. V.A. V.A. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 45° EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS RECUBRIMIENTO ESPECIFICADO dde columna,placa o viga RECUBRIMIENTO ESPECIFICADO r 45° a DETALLE DE LOSA DE PISO LOSA f'c= 175kg/cm2 SUELO NATURAL 1" .10 COMPACTADO 2/3H 0.50 5/8" 3/4" \A1;X H/6 0.70 d 1/2" 3/8" X EMPALME VERTICAL H/6 0.45 0.40 1" 1.20 3 15 3/8" r(cm.) 2 10 a(cm.) 1/4" d 1/4" 15 3/8" 20 3/4" 45 5/8" 35 1/2" 25 ø G(cm) \Fsimplex.shx;G NOTA: EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS LAS DIMENSIONES ESPECIFICADAS EN Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON Y LOSA DE CIMENTACION, COLUMNA EL ACERO DE REFUERZO UTILIZADO DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD EN VARILLAS PARRILLA d5/8"@.20 5 5 ESCALA 1/25 DETALLE DE ZAPATA 5 ADICIONALES .07 .07 0.30 COLUMNA RTO.S/CUADRO 0.05 VER MEDIDAS EN PLANTA 0.30 N.F.Z. - 1.50 \A1;0.90 \A1;@0.10 5 Junta de separacion sismica e=3.0 cm. 5 5 5 CORTE: 1 - 1 5 5 ESC. 1/25 N.F.C. - 1.25 5 N.T.N. ± 0.00 5 5 5 5 5 5 5 CORTE: 2 - 2 ESC. 1/25 N.F.C. - 1.90 afirmado y compactado afirmado y compactado 5.- El concreto de las columnas de confinamiento se vaciara empezara del borde superior de la losa de cimentación. posterior a la construccion del muro de albañileria; este concreto 6.- curar los elementos de concreto armado por lo menos los primeros siete dias. NOTAS GENERALES de la unidad saliente no excederá de 5cm. En el caso de emplearse una conexión dentada, la longitud 1.- Para el trazo de cimentación verificar cotas y medidas 2.- Los tabiques y parapetos seran independizado de la aproximadamente, tendran columnas de amarre (0.15x0.25) 3.- En ningun caso se soldarán las varrillas de acero corrugado solo se traslaparán o formarán ganchos, las longitudes minimas 4.- La conexión columna-albañileria podra ser dentada o a ras. de traslape se expresan en la tabla respectiva. estos muros en sus extremos y como maxima cada 3.00 mt. "chicotes" o "mechas" de anclaje con varillas de d6 mm que penetren por lo menos 40cm al interior de la albañileria y 15cm al interior de la columna mas un doblez vertical de 10cm. En el caso de emplearse una conexión a ras, debera adicionar con planos de arquitectura. estructura construyendo juntas de 0.025 m. 150 kg/m2 CEMENTO PORTLAND ITINTEC 334-009 NORMAS DE CONCRETO ARMADO(E-060) NORMAS DE SUELOS Y CIMENTACIONES(E-050) REGLAMENTO NACIONAL DE EDIFICACIONES NORMAS DE DISEÑO SISMORRESISTENTE(E-030) TABIQUERIA NORMAS ARENA PARA MORTERO ASTM C-144 SOBRECARGA (S/C) TECHO 2°PISO NORMAS DE ALBAÑILERIA(E-070) NORMAS DE CARGAS(E-020) 200 Kg/m2 2.5 cm VIGA CHATA, PLACA LADRILLO TIPO V, SOLIDO DE ARCILLA MAX. 25% DE PERFORACIONES ENLUCIDO CIELORASO Y PISO TERMINADO f'm = 55 Kg/cm2 ESPESOR MINIMO 13 CM. TIPO P1 CEMENTO : ARENA 1:4 MIN. 1 cm MAX. 1.5 cm UNIDAD: MORTERO: JUNTAS: ALIGERADO h=20cm CARGA MUERTA: ALBAÑILERIA: 300Kg/m2 100 kg/m2 VIGAS PERALTADAS RECUBRIMIENTOS 4.0 cm ESPECIFICACIONES GENERALES COLUMNAS ZAPATAS 4.0 cm 7.5 cm 2.0 cm ALIGERADO, ESCALERA 150 Kg/m2 PROFUNDIDAD DE DESPLANTE = -1.25 m. TIPO DE SUELO = GRAVA LIMOSA (GM) TECHO 1°PISO 200 Kg/m2 CONCRETO SIMPLE: f'c=100kg/cm2+30%P.G.(6" max) f'c=210 Kg/cm2 f'c=100kg/cm2+25%P.M.(3" max) f'y=4,200 Kg/cm2 SOBRECMTO SIMPLE CIMIENTO CORRIDO RESTO ELEMENTOS CONCRETO ARMADO: ACERO: TERRENO: PRESION ADMISIBLE DEL TERRENO t=2.50 Kg/cm2 AZOTEA SUB-ZAPATA CONCRETO CICLOPEO F'c=60 Kg/Cm2 CON 30%DE P.G. N.F.P. + 0.10 Junta de separacion sismica e=3.0 cm. 5 5 CORTE: 1a - 1a 5 5 ESC. 1/25 5 5 afirmado y compactado N.F.P. + 0.10 N.F.C. - 1.25 N.T.N. ± 0.00 N.F.C. - 1.25 N.F.P. + 0.10 5 5 5 5 5 CORTE: 2a - 2a ESC. 1/25 afirmado y compactado N.F.C. - 1.25 5 5 5 N.F.P. + 0.10 N.F.Z. - 1.50\H1.7x; N.F.C. - 2.85 Rto.@.25 C/E 3@.10 + 3@.15 4d1/2" 1 3/8"d1@.05 3@.10 + 3@.15 .25x.50 1 3/8"d1@.05 Rto.@.25 C/E 4° NIVEL C-1 COLUMNA PISO C-2 C-3 1° NIVEL 2° NIVEL 3° NIVEL .25x.25 C-2 3@.10 + 3@.15 .50x.50 6d1"+4d3/4" 1 3/8"d1@.05 Rto.@.25 C/E Rto.@.25 C/E 3@.10 + 3@.15 1 3/8"d1@.05 3@.10 + 3@.15 1 3/8"d1@.05 Rto.@.25 C/E Rto.@.25 C/E 3@.10 + 3@.15 1 3/8"d1@.05 3@.10 + 3@.15 1 3/8"d1@.05 Rto.@.25 C/E Rto.@.25 C/E 3@.10 + 3@.15 1 3/8"d1@.05 3@.10 + 3@.15 1 3/8"d1@.05 Rto.@.25 C/E SECCIÓN 4d3/4"+4d5/8" 4d1/2" .25x.50 .25x.25 4d3/4"+2d5/8" 4d1/2" .25x.50 .25x.25 4d3/4"+2d5/8" 4d1/2" .25x.50 .25x.25 4d3/4"+2d5/8" C-1 3@.10 + 3@.15 .50x.50 6d1"+2d3/4" 1 3/8"d1@.05 Rto.@.25 C/E 3@.10 + 3@.15 .50x.50 6d1"+2d3/4" 1 3/8"d1@.05 Rto.@.25 C/E 3@.10 + 3@.15 .50x.50 6d1"+2d3/4" 1 3/8"d1@.05 Rto.@.25 C/E C-3 5 5 2d3/4" 2d3/4" 2d5/8" 2d5/8" 5 5 2d5/8" 2d5/8" ESCALA 1/25 CUADRO DE COLUMNAS NOTA: LAS BARRAS SE EMPALMARAN DENTRO DEL TERCIO CENTRAL NO MAS DEL 50% DE LAS BARRAS, DEBEN EMPALMARSE EN UNA MISMA DIRECCION. UNIVERSIDAD NACIONAL FEDERICO VILLARREAL FACULTAD DE ARQUITECTURA Y URBANISMO h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 d5/8"@.20 PL-1 JUNTA SISMICA e= 0.03m. 6 5 4 3 2 1' 1 CIMIENTO DE ESCALERA JUNTA SISMICA e= 0.03m. A B C D 6 5' 4 3 2' 1' 1 A B C D N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.15 JUNTA DE LOSA DE PISO e= 1" N.T.N. + 0.00 h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. d5/8"@.20 h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. h=0.60m. V.C. (0.25x0.50) V.C. (0.25x0.50) V.C. (0.25x0.50) V.C. (0.25x0.50) V.C. (0.25x0.50) V.C. (0.25x0.50) V.C. (0.25x0.50) h=0.60m. CISTERNA C N.T.Cist. + 0.15 N.F.Cist. - 1.90 C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1a 1a 1a 1a 1a 1a 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2a 2a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2a 2a 2a 2a 2a 2a 2 2 2 2 C-4 C-4 C-4 C-4 CIMIENTO (SUB-ZAPATA) LA CIMENTACION ADYACENTE A LA CISTERNA BAJAR CON FALSO HASTA N.F.C. DE LA CISTERNA C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-4 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-2 C-2 C-2 C-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CIMENTACION ESCALA 1/50 LEYENDA MUROS PORTANTES ESCALERA C-4 5 5 d1/4" :1@0.05, Rto.@ .20 a.c.e. 4d3/8" 0.15x0.25 d1/4" :1@0.05, Rto.@ .20 a.c.e. 4d3/8" 0.15x0.25 d1/4" :1@0.05, Rto.@ .20 a.c.e. 4d3/8" 0.15x0.25 d1/4" :1@0.05, Rto.@ .20 a.c.e. 4d3/8" 0.15x0.25 C-4 2d3/8" 2d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 4.55 5 5 5 5 5 5 5 5 5 1.90 5 5 5 5 5 5 1.00 5 .85 5 .85 5 .85 5 .85 5 5 5 5 5 5 d5/8"@.20 d5/8"@.20 8.4 m3 TRAMO 1 S/C. 200 Kg/m2 TRAMO 2 - 4 - 6 - 8 S/C. 250 Kg/m2 TRAMO 3 - 5 - 7 S/C. 200 Kg/m2 5 5 5 1 Ø 1/2" DE MARCO Ø3/8" 5 5 5 5 5 MALLA Ø3/8"@0.20 5 CISTERNA CORTE: C - C 5 5 5 5 5 5 MALLA Ø3/8"@0.20 MALLA Ø3/8"@0.20 5 5 5 5 5 5 5 5 REFUERZO TIPICO 4\U+22051/2" N.T.Cist. - 0.05 5 REFUERZO TIPICO 4\U+22051/2" REFUERZO TIPICO 4\U+22051/2" 5 MALLA Ø3/8"@0.25 MALLA Ø3/8"@0.25 MALLA Ø3/8"@0.25 MALLA Ø3/8"@0.25 5 SOLADO 1:12 RECUBRIMIENTO Exterior:7.5cm Interior:2.5cm ESCALA 1/25 N.T.N. ± 0.00 5 ZAPATA MALLA Ø3/8"@0.20 e=0.15 5 5 V.P. 5 5 V.1. 5 d3/8"@.20 5d3/8" d3/8"@.20 6d3/8" d3/8"@.20 6d1/2" 6d3/8" 6d3/8" 5 5 5 5 5 5 5 5 5 5 N.T.N. ± 0.00 N.F.Z. - 1.50\H1.7x; N.F.C. - 2.85 5 5 V1(0.15x0.30) ESCALA. 1/25 4d1/2" d1/4" :1@0.05, Rto.@ .20 a.c.e. TANQUE ELEVADO ( Capacidad 2.5m3.) ELEVACION FRONTAL ESCALA 1/50 NPT. + 0.00 NPT. + 2.60 NPT. + 5.20 NPT. + 7.80 NPT. + 10.40 NPT. + 13.00 NPT. + 13.50 NPT. + 0.00 NPT. + 2.60 NPT. + 5.20 NPT. + 7.80 NPT. + 10.40 NPT. + 13.05 NPT. + 13.50 NPT. + 0.00 NPT. + 2.60 NPT. + 5.20 NPT. + 7.80 NPT. + 10.40 NPT. + 13.50 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE: A - A ESCALA 1/50 PL-1 PLACA ESCALA 1/25 e=0.15 d3/8"@.20 horiz. y vertical 4d3/4"+4d5/8" d3/8":@.20 5 5 2.80 5 4d5/8" 5 3.41 P-1 d3/8":@.20 4d1/2" d3/8"@.20 horiz. y vertical 4d3/4"+4d5/8" d3/8":@.20 5 5 3.41 P-1 d3/8":@.20 4d1/2" d3/8"@.20 horiz. y vertical d3/8"@.20 horiz. y vertical e=0.15 e=0.15 5 5 5 4d3/4" 5 2d3/4" 2d3/4" 5 ELEVACION LATERAL ESCALA 1/50 CORTE: B - B ESCALA 1/50 NPT. + 7.80 NPT. + 10.40 5 5 5 5 5 NPT. + 0.00 NPT. + 2.60 NPT. + 5.20 5 5 5 5 5 5 NPT. + 11.30 Hall Dormitorio^JPrincipal DORMITORIO SS.HH. SS.HH. Dormitorio Dormitorio Dormitorio^JPrincipal SS.HH. SS.HH. Dormitorio Dormitorio Dormitorio^JPrincipal SS.HH. SS.HH. 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Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	autocad, beams, block, building, calculations, columns, constructive details, designed, drawings, DWG, earthquake resistant structure, erdbebensicher strukturen, FOUNDATION, lightened, multifamily, seismic structures, structural, structures, strukturen