Building – Structures DWG Plan for AutoCAD

Building – Structures DWG Plan for AutoCAD

BUILDING MULTIFAMILY STRUCTURES; FOUNDATION PLANS; FLAT ROOFING LADDER AND DETAILS

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

standard hook, in plan, tank, entry, plant foundation, scale, date, flat, draft, sheet, multifamily housing, professional, owner, formwork roof third floor, n.f.p., vain, n.f.p., central, foundation, draft, multifamily housing, professional, semi-basement roof, sheet, scale, date, detail reinforcement in beam, drain pipes do not cross, including those on the roof of the, cuff, pvc pipe, beam, camber, beam thickness, beam, base, reinforcement detail for cases of, pvc pipe, your B. drain with joists, brick, the uprights fall into false columns without touching them., typical lightened detail, steel bend at ends, lightening blocks, ref. neg., ref. pos., scale, owner, flat roof, draft, multifamily housing, professional, roof, sheet, scale, date, owner, n.f.c., sep. seismic, side, nfp, nfp., sink sump well, top, cut, semisotano., section, each, each, each, scale, sep. seismic, sep. seismic, esc., sep. seismic, sep. seismic, sep. seismic, garden, semi-terraced roof formwork, of stairs, box of, slab, solid, stairs, ladder start, slab, solid, sep. seismic, born of the wall, sep. seismic, floor formwork, of stairs, box of, slab, solid, stairs, roofing form roof, of stairs, box of, slab, solid, stairs, slab, slab, the level of tube bottom, cross pipe enlightenment, but they are a sup. from, lower than beam bottom, so there are tubes hanging., the level of tube bottom, cross pipe enlightenment, but they are a sup. from, lower than beam bottom, so there are tubes hanging., the level of tube bottom, cross pipe enlightenment, but they are a sup. from, lower than beam bottom, so there are tubes hanging., scale, cut, scale, cut, cut, cut, mts values, note: do not splice more than the total area in the same section, lower reinforcement upper reinforcement, draft, multifamily housing, professional, sheet, scale, date, owner, main staircase beams, column table, semi-tank, floor, cut plant, steps, n.f.p., astm degree, mpa kg, techniques, mpa kg, sec., summary of soil conditions for foundations, mpa kg, size max. aggregate, with max., : sand gradient poorly graded, : insulated foundation foundation, below the nat. of the land, analysis parameters, horizontal seismic force, cm., foundation beams, cm., cm., not detected, overloads, masonry, structure empties against terrain, roofs indicated in plan, design standards earthquake resistant, national building regulations, building design rules, maximum joint cm., minimum joint cm., mortar type, mpa, compressive strength, cm. min., iv type units, columns, cantilevered beams, stairs, structural walls, type of foundation, foundation support layer, minimum depth of foundation, permissible ground pressure, cut-off factor, maximum allowable settlement, soil aggressiveness, Concrete cement in contact with subsoil, type of soil from the seismic point of view, coef. seismic, coefficient of

Raw text data extracted from CAD file:

O \LDETALLE DE GANCHO ESTANDAR \A1;.60 \A1;1.00 \A1;.90 \A1;.90 \A1;1.50 \A1;.60 \A1;1.70 \A1;1.70 \A1;.25 \A1;.50 \A1;.30 \A1;.20 \A1;1.35 \A1;1.00 \A1;1.70 \A1;1.50 \A1;.30 \A1;.50 \A1;.30 \A1;.20 \A1;1.70 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.175 \A1;0.20 \A1;.175 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.20 \A1;0.20 \A1;.15 \A1;.15 \A1;.50 \A1;.20 \A1;0.875 \A1;0.875 \A1;1.68 \A1;3.16 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;.60 \A1;.60 \A1;.60 \A1;.15 \A1;.40 \A1;.20 \A1;.50 \A1;.50 \A1;5.24 \A1;5.89 \A1;.50 \A1;.50 \A1;2.13 \A1;3.30 \A1;3.30 \A1;6.00 \A1;2.87 \A1;2.87 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;.50 \A1;5.24 \A1;5.89 \A1;.50 \A1;4.21 \A1;.50 \A1;2.13 \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.15 \A1;2.00 \A1;1.20 \A1;0.90 \A1;0.90 \A1;1.65 \A1;2.00 \A1;2.00 \A1;1.20 \A1;2.00 \A1;1.20 \A1;2.00 \A1;1.20 \A1;2.00 \A1;1.20 \A1;1.00 \A1;.90 \A1;.90 \A1;.60 \A1;2.00 \A1;1.20 \A1;0.20 \A1;1.65 \A1;0.20 \A1;1.30 .04 .03 0.60 .10 0.15 \A1;.50 \A1;.50 \A1;.80 \A1;1.00 \A1;.80 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.10 \A1;1.10 \A1;1.70 \A1;.60 \A1;.60 \A1;2.87 \A1;2.87 \A1;0.90 \A1;3.80 \A1;0.90 \A1;3.80 1.25 2.37 .25 \A1;0.40 \A1;0.05 \A1;0.15 \A1;3.30 \A1;3.30 \A1;6.00 \A1;2.87 \A1;2.87 \A1;6.00 \A1;3.00 \A1;1.68 \A1;3.16 \A1;.25 \A1;.25 0.87 \A1;4.21 \A1;0.50 \A1;0.50 \A1;3.29 \A1;1.42 \A1;0.15 \A1;1.94 \A1;0.15 \A1;1.25 2.00 .15 0.60 .10 0.15 1.68 .25 .30 .25 \A1;.50 \A1;.50 \A1;.50 \A1;0.20 \A1;5.24 \A1;5.89 \A1;.50 \A1;4.21 \A1;.50 \A1;2.13 \A1;INDICADA EN PLANTA \A1;3.30 \A1;3.30 \A1;6.00 \A1;.50 \A1;.50 \A1;.50 \A1;.95 \A1;.95 \A1;.50 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;.50 \A1;5.24 \A1;5.89 \A1;5.70 \A1;.50 \A1;3.95 \A1;.50 \A1;2.13 \A1;5.24 \A1;6.00 \A1;.50 \A1;1.42 \A1;7.60 \A1;5.70 \A1;.50 \A1;3.66 \A1;.50 \A1;3.25 \A1;3.30 \A1;5.15 \A1;2.60 \A1;3.30 \A1;2.87 \A1;2.87 \A1;.50 \A1;.50 \A1;.50 \A1;.95 \A1;.95 \A1;.50 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;0.40 \A1;0.15 \A1;.60 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;.50 \A1;5.24 \A1;5.89 \A1;.50 \A1;4.21 \A1;.50 \A1;2.13 \A1;2.87 \A1;2.87 \A1;.50 \A1;.50 \A1;.50 \A1;.95 \A1;.95 \A1;.50 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;1.00 \A1;1.00 \A1;.50 \A1;.50 \A1;.60 \A1;.60 \A1;1.00 \A1;1.70 \A1;1.50 \A1;1.20 \A1;1.90 \A1;1.90 \A1;.30 \A1;.20 \A1;.20 \A1;1.70 \A1;1.25 \A1;.60 \A1;.60 \A1;1.35 \A1;.30 \A1;1.35 \A1;.30 \A1;1.25 \A1;.60 \A1;.60 \A1;.25 \A1;.50 \A1;.30 \A1;.20 \A1;.25 \A1;.20 \A1;1.65 \A1;2.00 \A1;4.34 \A1;4.25 \A1;1.65 \A1;2.00 \A1;2.00 \A1;1.20 \A1;0.70 \A1;.25 \A1;.50 \A1;.60 \A1;.60 \A1;.60 \A1;.75 \A1;.60 \A1;1.35 \A1;.60 \A1;.20 \A1;.60 \A1;.40 \A1;.45 \A1;.60 \A1;.60 \A1;0.70 \A1;3.30 \A1;3.30 \A1;6.00 5 <> 5 5 5 5 5 5 6.00 5 5 5 5 5 5 5 5 5 5 5 cisterna 5 1 1 1 INGRESO 6.00 5 PLANTA CIMENTACION ESCALA 1/50 FECHA PLANO PROYECTO LAMINA VIVIENDA MULTIFAMILIAR PROFESIONAL PROPIETARIO ENCOFRADO TECHO TERCER PISO S/C: 250Kg/m2 H=0.20m. N.ENCOF.:+9.025 .50 N.F.P. .30 .10 .25 \LCIMENT. VANOS .50 N.F.P. .30 .10 .10 .15 \LCIMENT. CENTRAL E-1 CIMENTACION de 4 1/50 PROYECTO VIVIENDA MULTIFAMILIAR PROFESIONAL E-2 TECHO SEMISOTANO de 4 LAMINA ESCALA FECHA N.F.P..= -1.60 X X DETALLE REFUERZO EN VIGA (ELEVACION) NOTA.- LAS TUBERIAS DE DESAGUE DE 4" NO CRUZAN VIGAS, INCLUIDAS LAS DEL TECHO DEL MANGUITO DE F°G° d3" TUBERIA DE PVC d2" DE VIGA PERALTE ESPESOR DE VIGA DE VIGA BASE DETALLE DE REFUERZO PARA CASOS DE 0.05 0.15 4d3/8" Sd1/4": @ .10 Tuberia de pvc TUB. DESAGUE CON VIGUETAS LADRILLO LAS MONTANTES BAJAN EN FALSAS COLUMNAS SIN TOCARLAS. .05 DETALLE TIPICO ALIGERADO h = 20 .15 .10 .30 .10 .20 ACERO TEMPERATURA d1/4"@.25 DOBLAN .15 EN EXTREMOS BLOQUES ALIGERADORES REF. NEG. REF. POS. Escala 1/25 .80 .80 PROPIETARIO TECHO 1ER. Y 2DO. PISO 1/50 PROYECTO VIVIENDA MULTIFAMILIAR PROFESIONAL E-3 TECHO 3ER. PISO Y AZOTEA de 4 LAMINA ESCALA FECHA PROPIETARIO N.F.C. -1.25 JUNTA SEP. SISMICA .05 .10 .10 \LCIMENT. LATERAL .80 .30 .60 NFP -0.05 .15 NFP. -1.40 .20 .15 1.45 1.00 d3/8" a.25 .30 (TIP.) d3/8" a.25 d3/8" a.25 POZO SUMIDERO escala :1/25 .15 .15 TAPA MET.65x.65 CORTE W-W SEMISOTANO. 5 5 Z-1 VC-2 d5/8" @.20 d5/8" @.20 C-1 N.F.P..= -1.60 N.F.P..= -1.60 N.F.P..= -1.45 N.F.P..= -1.45 N.F.P..= -1.45 N.F.P..= -0.05 N.F.P..= -0.05 VC-1 VC-1 1 1 C-2 Z-4 5 d5/8" @.20 d5/8" @.20 1 1 1 1 C-2 Z-3 5 d5/8" @.20 d5/8" @.20 h=.60 N.C.-2.80 1 1 h=.60 N.C.-2.80 h=.60 N.C.-2.80 5 5 Z-1 VC-2 d5/8" @.20 d5/8" @.20 C-1 VC-1 VC-1 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 1 1 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 h=.60 N.C.-2.80 1 1 h=.60 N.C.-2.80 h=.60 N.C.-2.80 <> <> 5 5 Z-1 VC-2 d5/8" @.20 d5/8" @.20 C-1 VC-1 VC-1 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 1 1 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 h=.60 N.C.-2.80 1 1 h=.60 N.C.-2.80 h=.60 N.C.-2.80 VC-1 VC-1 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 h=.60 N.C.-2.80 h=.60 N.C.-2.80 C-2 C-2 Z-2 5 1.20 d5/8" @.20 d5/8" @.20 h=.60 N.C.-2.80 seccion MC-3 y MC-4 0.20 1.65 0.20 1.30 C-4 C-3 d1/2" cada 0.15 c/c d1/2" cada 0.15 c/c 4d3/4" d3/8"@.175 d1/2" cada 0.15 c/c d1/2" cada 0.15 c/c 4d3/4" d3/8"@.175 d1/2" cada 0.15 c/c d1/2" cada 0.15 c/c Escala 1/25 C-4 C-3 JUNTA SEP. SISMICA .05 JUNTA SEP. SISMICA .05 14 C-2 C-2 MC-1 MC-2 JUNTA SEP. SISMICA .05 JUNTA SEP. SISMICA .05 14 14 14 C-2 MC-1 C-2 MC-2 14 2.87 14 2.87 Z-3 d5/8" @.20 d5/8" @.20 0.90 5 d5/8" @.20 d5/8" @.20 0.90 5 h=.60 N.C.-2.80 Z-4 h=.60 N.C.-2.80 N.F.P..= -1.60 N.F.P..= -1.60 N.F.P..= -1.60 N.F.P..= -1.60 2 2 1.25 2.37 5 2d1/2" 2d1/2" d3/8", 1@0.05; 4@0.10; 2@0.15; Resto@ 0.25 ESC. 1/25 C-3 C-3 MC-3 MC-3 MC-4 5 1 1 3/8" @.30 5 5 Z-5 h=.60 N.C.-4.15 MC-5 MC-6 MC-5 MC-6 3 3 3 3 JUNTA SEP. SISMICA .05 JUNTA SEP. SISMICA .03 C-5 C-5 C-5 JUNTA SEP. SISMICA .05 C-5 JUNTA SEP. SISMICA .03 C-5 C-5 C-5 C-5 C-5 C-5 N.F.P..= -0.05 14 14 14 14 14 14 5 5 5 JARDIN 0.20 5 <> 5 5 5 5 5 5 6.00 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-3 14 C-2 C-2 MC-1 MC-2 14 14 14 C-2 MC-1 C-2 MC-2 14 2.87 14 2.87 C-3 C-3 MC-3 MC-3 MC-4 MC-5 MC-5 14 14 14 14 14 5 5 5 ENCOFRADO TECHO SEMISOTANO S/C: 250Kg/m2 H=0.20m. N.ENCOFRADO:+1.15 V-001(30x50) V-001(30x50) V-004(25x50) V-004(25x50) V-002(25x50) V-002(25x50) V-005(25x50) V-005(25x50) VA(25x20) VA(25x20) V.INV-003(20x60) 1d1/2" 5 5 5 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" 5 5 5 1d3/8" 1d3/8" 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" VA(25x20) VA(25x20) V-002(25x50) V-002(25x50) V-002(25x50) V-002(25x50) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" V.T.15 1d3/8" 1d3/8" V.T.15 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" 1d1/2" d DE ESCALERA d DE ESCALERA CAJA DE LOSA MACIZA e=.12 ESCALERA d 3/8" @.20 SUP./INF. B B B V-005 ARRANQUE ESCALERA .25 .50 .30 .20 V-A (25x20) .25 .20 6d1/2", d1/4"@.20 LOSA MACIZA e=.12 d 3/8" @.20 SUP./INF. JUNTA SEP. SISMICA .03 nace C-5 del muro JUNTA SEP. SISMICA .03 5 <> 5 5 5 5 5 6.00 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-3 14 14 14 14 2.87 14 2.87 C-3 C-3 MC-3 MC-3 MC-4 MC-5 MC-5 14 14 14 14 14 5 5 5 ENCOFRADO TECHO 1ER. Y 2DO. PISO V-001(30x50) V-101(30x50) V-104(25x50) V-104(25x50) V-102(25x50) V-102(25x50) V-105(25x50) V-105(25x50) V-103(25x50) 1d3/8" 1d3/8" 5 VA(25x20) VA(25x20) 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" V.T.15 1d3/8" 1d3/8" V.T.15 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" d DE ESCALERA d DE ESCALERA CAJA DE LOSA MACIZA e=.12 ESCALERA d 3/8" @.20 SUP./INF. B B B B V-105 S/C: 250Kg/m2 H=0.20m. N.ENCOFRADO:+3.775 Y N.+6.40 V-106(25x50) V-106(25x50) V-106(25x50) V-106(25x50) V-106(25x50) V-106(25x50) V-106(25x50) V-106(25x50) V-101(30x50) V-101(30x50) V-102(25x50) V-102(25x50) V-102(25x50) V-102(25x50) V-103(25x50) 1d3/8" 1d3/8" 5 5 <> 5 5 5 5 5 5 6.00 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-3 14 C-2 C-2 MC-1 MC-2 14 14 14 C-2 MC-1 C-2 MC-2 14 2.87 14 2.87 C-3 C-3 MC-3 MC-3 MC-4 MC-5 MC-5 14 14 14 14 14 5 5 5 ENCOFRADO TECHO AZOTEA V-205(25x50) V-205(25x50) VA(25x20) VA(25x20) V-203(25x50) 1d1/2" 5 5 5 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" 5 5 5 1d3/8" 1d3/8" 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" VA(25x20) VA(25x20) 1d3/8" 1d3/8" 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" 1d1/2" d DE ESCALERA d DE ESCALERA CAJA DE LOSA MACIZA e=.12 ESCALERA d 3/8" @.20 SUP./INF. B B B B V-205 S/C: 150Kg/m2 H=0.20m. N.ENCOF.:+11.65 V-202(25x50) V-202(25x50) V-203(25x50) 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" V-204(25x50) V-201(30x50) V-206(25x50) V-206(25x50) V.T.15 V.T.15 V.T.15 V.T.15 LOSA e=.20 LOSA e=.20 V.T.15 V.T.15 5 <> 5 5 5 5 5 5 6.00 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-4 C-3 14 C-2 C-2 MC-1 MC-2 14 14 14 C-2 MC-1 C-2 MC-2 14 2.87 14 2.87 MC-3 MC-3 MC-4 14 14 14 14 14 5 5 5 V-304(25x50) V-305(25x50) V-305(25x50) 1d1/2" 5 5 5 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" VA(25x20) VA(25x20) 1d3/8" 1d3/8" 1d1/2" 5 1d1/2" 1d3/8" 5 5 V.T.10 1d3/8" 5 1d1/2" 5 5 5 5 1d1/2" 1d3/8" 5 5 V.T.10 1d1/2" 1d1/2" V-305 V-306(25x50) V-306(25x50) V-302(25x50) V-302(25x50) 5 1d3/8" 1d3/8" V-304(25x50) V-302(25x50) V-302(25x50) V-302(25x50) V-302(25x50) V-301(30x50) V-301(30x50) V-306(25x50) V-306(25x50) V-306(25x50) V-306(25x50) V-301(30x50) V-204(25x50) V-206(25x50) V-206(25x50) V-206(25x50) V-206(25x50) V-206(25x50) V-206(25x50) V-202(25x50) V-202(25x50) V-202(25x50) V-202(25x50) V-201(30x50) V-201(30x50) V-304(25x50) V-304(25x50) 1d1/2" 5 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 1d1/2" 5 5 1d1/2" 5 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 5 5 1d1/2" VA(25x20) VA(25x20) V.T.15 V.T.15 V.T.15 V.T.15 V.T.15 V.T.15 V.T.15 V.T.15 EL NIVEL DE FONDO DE TUBO N.F.T=+0.70 ACLARACION CRUCE CON TUBOS 4" MAS LAS 4" RESULTAN UN NIVEL SUP. DE +0.80 MENOR AL DE FONDO DE VIGA POR TANTO QUEDAN TUBOS COLGADOS. EL NIVEL DE FONDO DE TUBO 4" N.F.T=+0.84 ACLARACION CRUCE CON TUBOS 4" MAS LAS 4" RESULTAN UN NIVEL SUP. DE +0.94 MENOR AL DE FONDO DE VIGA POR TANTO QUEDAN TUBOS COLGADOS. EL NIVEL DE FONDO DE TUBO 4" N.F.T=+0.75 ACLARACION CRUCE CON TUBOS 4" MAS LAS 4" RESULTAN UN NIVEL SUP. DE +0.85 MENOR AL DE FONDO DE VIGA POR TANTO QUEDAN TUBOS COLGADOS. 1.70 3d3/4" .60 .60 C L 1.00 1@.05, 8@.10, R@.20 d3/8": 1@.05, 8@.10, R@.15 d3/8": 1@.05, 8@.10, R@.15 d3/8": 3 1.70 1.50 2d5/8" 2d5/8" 3d3/4" 3 3 3 .30 .50 .30 .20 Escala 1/25 V-001(30x50), V-101(30x50), V-301(30x50) 3d3/4" 3d3/4" CORTE 3-3 V-201(30x50), 3 3 1.70 2d5/8" .60 2d5/8" 1@.05, 8@.10, R@.20 d3/8": 1@.05, 8@.10, R@.20 d3/8": 5 5 1.00 .90 .90 1.50 .60 C L 2d3/4" 2d3/4" Escala 1/25 1.70 1.70 V-102(25x50), V-002(25x50), V-202(25x50), V-302(25x50) 2d3/4" 2d3/4" .25 .50 .30 .20 1 1 CORTE 2-2 CORTE 5-5 1.35 .60 1@.05, 8@.10, R@.20 d3/8": 1@.05, 8@.10, R@.20 d3/8": .75 .60 C L 2d3/4" 1@.05, 8@.10, R@.20 d3/8": 1.35 .60 C L 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" V-205(25x50), V-305(25x50) V-005(25x50), V-105(25x50), 5 5 5 5 d3/8": 1@.05, 6@.10, 2@.15, R@.25 4 2d3/4" 2d3/4" 4 .20 .60 .40 .025 CORTE 4-4 .45 2d5/8" .60 .60 0.70 1@.05, 8@.10, R@.20 d3/8": 2d5/8" 2d5/8" 2d5/8" 0.70 1@.05, 8@.10, R@.20 d3/8": 1 1 0.20 4d1/2", d1/4"@.20 0.15 V.T.15 V.INV-003(20x60) .25 .50 .025 V-103(25x50), V-203(25x50) 2d3/4" 2d3/4" 2d5/8" .60 .60 V-104(25x50), V-004(25x50), V-204(25x50), V-002(25x50) 1 1 .30 .20 CORTE 1-1 .20 V-304(25x50) V-002(25x50) L L .05 1 " .40 3 / 4 " .30 5 / 8 " .25 1 / 2 " .20 3 / 8 " .15 L ( m ) O VALORES DE a ( mts ) NOTA: ( a ) .- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION REFUERZO INFERIOR REFUERZO SUPERIOR 3 / 8 " .40 .55 1 / 2 " .40 .60 5 / 8 " .50 .70 3 / 4 " .65 .90 1 " 1.15 1.60 H L / 3 L / 3 L / 3 a L / 4 L / 4 L / 4 L / 4 a 1.70 .60 .60 C L 1.00 1@.05, 8@.10, R@.20 d3/8": 1@.05, 8@.10, R@.15 d3/8": 1@.05, 8@.10, R@.15 d3/8": 1.70 1.50 3d5/8" 2d5/8" 2 V-106(25x50), V-306(25x50), 4d5/8" 1@.05, 8@.10, R@.15 d3/8": 4d5/8" 4d5/8" 4d5/8" 1.20 V-206(25x50) 1.90 1.90 2d5/8" 2 2 2 2 2 1/50 PROYECTO VIVIENDA MULTIFAMILIAR PROFESIONAL E-4 de 4 LAMINA ESCALA FECHA PROPIETARIO VIGAS , Y ESCALERA PRINCIPAL C-3 C-1 C-2 4d3/4" +2d5/8" CUADRO DE COLUMNAS SEMISOTANO 2° , 3° Y Y 1° PISO C O R T E Y - Y CORTE Z-Z (VER PLANTA TECHOS) .20 .15 1.30 .15 1.30 e=.175 \LSECC. GRADAS .40 .15 .20 .20 N.F.P. .10 .15 .50 .50 C O R T E 4 - 4 C O R T E 3 - 3 3/8" @.30 O 2d5/8" 3/8" @.30 O 2d5/8" C O R T E 2 - 2 C O R T E 1 - 1 2d1" 0.30 0.60 0.30 0.60 3d1" C-4 d3/8"@.15 c/c ASTM A 615 GRADO 60 : 412 MPa (4,200 Kg / cm2) \fGeometr231 BT|b0|i0|c0|p34;ESPECIFICACIONES TECNICAS : 0.40 MPa (4.00 Kg / cm2) : 20.6 MPa (210 Kg / cm2) : cemento-hormigón 1: 8 : cemento-hormigón 1:10 : S=1.0 , Tp=0.4 seg. U=1.0 , Z=0.4 RESUMEN DE CONDICIONES DEL SUELO PARA CIMENTACION : 9.8 MPa (100 Kg / cm2) TAMAÑO MAX. AGREGADO GRUESO:20mm. CON 15% DE PIEDRAS(TAMAÑO MAX. .08m) CON 25% DE PIEDRAS(TAMAÑO MAX. .20m) :GRAVA ARENOSA MAL GRADUADA MEDIANAMENTE :ZAPATAS AISLADAS Y CIMIENTOS CORRIDOS : -1.00 POR DEBAJO DEL NIVEL NAT. DEL TERRENO PARAMETROS ANALISIS FUERZA SISMICA HORIZONTAL : 5.0 cm. Vigas de cimentacion : 4.0 cm. : 4.0 cm. : 4.0 cm. : 2.5 cm. : 7.5 cm. : 3 : 0.5 cm. : NO DETECTADA SOBRECARGAS ALBAÑILERIA Estruc. vaciadas contra terreno (Zapatas) Techos : indicada en planta Normas de diseño sismo Resistente E-030 Reglamento Nacional de construccion NORMAS DE DISEÑO Y CONSTRUCCION -Estesor maximo de junta 1.5 cm. -Espesor minimo de junta 1 cm. - Mortero tipo P-1 - f´m=4.5 MPa (45 kg/cm2) - Resistencia a la compresion f'b= 95 kg/cm2 - t= 13 cm. min. - Unidades : TIPO IV Columnas Vigas peraltadas Escaleras Muros Estructurales TIPO DE CIMENTACION ESTRATO DE APOYO DE CIMENTACION PROFUNDIDAD MINIMA DE CIMENTACION PRESION ADMISIBLE DEL TERRENO FACTOR DE SEGURIDAD POR CORTE ASENTAMIENTO MAXIMO PERMISIBLE AGRESIVIDAD DEL SUELO CEMENTO DE CONCRETO EN CONTACTO CON SUBSUELO TIPO DE SUELOS DESDE EL PUNTO DE VISTA SISMICO COEF. SISMICO COEFICIENTE DE REDUCCION : SUELO USO ZONA SISMO RESISTENTE x ZxUxSxC Rd P = C : S U Z : : : : Rd CONCRETO: ACERO : 2.0 cm. Losas RECUBRIMIENTOS Concreto Estructural Reforzado Sobrecimiento Cimiento Concreto simple 7 : PORTLAND TIPO I 2.5 1.0 1.0 0.4 (Tp=0.4) CONFINAMIENTO DE COLUMNAS .05 .05 .05 .05 .05 .05 ESP. a .10 O O ESP. a .10 h/6 min. 3 / 8 " a .10 VER "Lt" EN TRAS LAPES .50 .30 .30 b x 1 .30 .30 .30 ESP. a .20 O .50 .10 .50 H= VIGA o LOSA H= VIGA o LOSA H= CIMIENTO 3 / 4 " 18 65 Lt Lt h/6 min. 3 / 8 " a .10 3 / 8 " a .10 \fGeometr231 BT|b0|i0|c0|p34;LONGITUDES DE TRASLAPE DIAMETRO EQUIVAL. mm 1 / 2 " 12 40 5 / 8 " 15 50 Lt b x 1 dx= 9.1 mm dy= 7.2 mm MAXIMO DESPLAZAMIENTO RELATIVO DE ENTREPISO Otros : 200 Kg / m2 Escalera : 200 Kg / m2 Dx= 13.1 mm Dy= 10.7 mm DESPLAZAMIENTO CALCULADO MAXIMO DEL ULTIMO NIVEL DESPLAZAMIENTO HORIZONTAL: = 0.007 h = 0.007x 2.375 = 16.6 mm. 0.25 0.15 4d1/2" d1/4" @.15 solo 1er. piso C-5 1/4" a.25 4 3/8" .60 .50 2.75 .45 O 3/8".20 .20 O O \A1;2.10 SOLADO SOLADO SOLADO 1@.05, 8@.20, R@.40 c/c. 1 1 VC-1(.30x60) SECCION 2-2 VC-2(.30x60) .10 .10 SECCION 1-1 d3/8": 2 2 .10 .10 ELEVACION INDICADA EN PLANTA SOLADO .075 .30 cada.15 viga .10 .10 .10 .10 .10 .10 .05 viga RESTO ver cuadro .05 .10 .10 .10 .10 .10 .10 .15 .15 .15 .10 .10 .10 .10 .10 .15 .10 .05 cada.10 cada.10 .45 .15 .05 .10 .15 .10 .10 .10 .10 .10 .15 .15 .15 RESTO ver cuadro N.C. cada.10 .30 .10 .60 DETALLE DE ZAPATAS INDICADA EN PLANTA CORTE DE CORTE INDICADA EN PLANTA INDICADA EN PLANTA INDICADA EN PLANTA INDICADA EN PLANTA INDICADA EN PLANTA CORTE INDICADA EN PLANTA SOLADO .10 .60 INDICADA EN PLANTA INDICADA EN PLANTA 8d3/4" d3/8" @.20 N.F.P.= -1.55 DENSA CON PIEDRAS SUBREDONDEADAS DE 5" DE TAM. MAX. SUCS= G P \A1;1.20 1@.05, 8@.20, R@.40 c/c. d3/8": seccion MC-1 seccion MC-2 C-2 C-2 INDICADA EN PLANTA 2.31 d3/8" cada 0.275 c/c d3/8" cada 0.275 c/c 0.20 0.20 Escala 1/25 Escala 1/25 Escala 1/25 SISTEMA ESTRUCTURAL SISMORESISTENTE : MUROS DE CORTE DE DUCTILIDAD LIMITADA (REGULAR EN ALTURA Y PLANTA) .60 .30 .30 .10 SOLADO INDICADA EN PLANTA .10 N.F.P.= -1.60 .45 .15 .45 .15 N.C. -2.80 N.T.C -2.20 S=.05 d5/8 @.175 .15 N. -1.45 .40 .60 VAR. .90 .15 .10 .10 .20 2d3/8" d1/2"@.25 SOLADO SOLADO d3/8"@.225 RAMPA d DE RAMPA N.F.P.=-1.275 .60 N.F.P.-0.05 VAR. .60 .15 .10 .10 .20 2d3/8" SOLADO SOLADO d3/8"@.225 RAMPA d DE RAMPA d1/2"@.25 NTC.+0.60 d3/8"@.25 d3/8"@.225 2d3/8" SOLADO .10 .60 .15 N.C.-1.20 NTC.VAR. 0.80 NTC.+0.20 d3/8" cada 0.175 c/c d3/8" cada 0.175 c/c 1.2 TABIQUES DE ALBANILERIA 1.1 MUROS PORTANTES - Podra utilizarse unidades huecas con 60% de huecos o unidades tubulares (tipo pandereta) _ Peso de la edificacion : P.permanente + 25% Sobrecarga DETALLE: DINTEL TIPICO d1/4"@.10 d1/4"@.10 2d1/2" 2d1/2" 4d1/2" 0.25 LUZ 0.25 Z Z 1 4 7 2 5 8 3 6 9 1.00 .90 \A1;MAXIMO CALZADURA POR FRANJAS HORIZONTALES EN LIMITES CON CONSTRUCCION EXISTENTE REALIZAR LA EXCAVACION Y LLENAR 1 2 3 LUEGO, EXCAVAR Y LLENAR 4 5 6 , LUEGO EXCAVAR Y LLENAR 7 8 9 , ASI SUCESIVAMENTE CADA ETAPA. 1.-CONSTRUIR LA CALZADURA POR FRANJAS HORIZONTALES ACUÑADO CON MEZCLA MUY SECA CADA NIVEL DE LLENADO 2.-ESPERA UN MINIMO DE 5 DIAS ENTRE LA CONSTRUCCION DE PAÑOS ALTERNADOS DE UNA MISMA FRANJA(LUEGO DEL VACIADO Y PARA EXCAVAR) 3.-LA CALZADURA SE EJECUTARA EN LOS 2 LINDEROS COLINDANTES CON VIVIENDAS VECINAS , A LA DERECHA CON EDIFICIO DE 3 NIVELES Y AL FONDO CON CERCO DE JARDIN. EL LINDERO IZQUIERDO COLINDA CON PASAJE PEATONAL .90 N.C. -1.85 CIMENTACION EXISTENTE VECINA JUNTA O O O COL. o VIGA E S P. a E S P. 45° 45° r O O a r O 1 / 4" 2 cm. 10 cm. 3 / 8" 3 cm. 15 cm. 0.30 0.15 d1/4",1@.05, 1@.10, 1@.15, RESTO@.25 C/EXT. CORTE Z-Z Escala 1/25 0.25 COLUMNETA CA1 []d1/4" 1@0.05,6@.10 R@.20 4d3/8" .05 sep. .10 Relleno premoldeado e=.10mm poliestireno expandido tubo 1-1/2 PVC CON TAPA H= VIGA o LOSA H= VIGA o LOSA 1 / 4 " a .10 0.40 anclajes 4 3 / 8 " 0.30 0.15 1 3 / 8 " 0.40 0.15 2 alambres n.8 cada 3 hiladas ELEVACION TIPICA DE COLUMNA DE AMARRE CA-1 1 / 4 " a .10 AMARRE SOLADO 3d3/4" 3d1" 2d1" Z-1, Z-5 N. -2.90 N.C. -2.80 N.T.C -2.20 N.C. -2.75 N.T.C -2.15 C-2 \A1;.30 .60 d3/4" d3/4" 6d3/4" 0.50 0.25 d3/8" @.20 0.50 0.25 d3/8" @.20 4d3/4" +4d5/8" d3/8" @.20 d3/4" d3/4" 6d3/4" 0.65 0.25 d3/8" @.20 0.65 0.25 4d3/4" +2d5/8" d3/8" @.20 d3/4" d3/4" 8d3/4" d3/8" @.20 .50 4d3/4" +4d5/8" d3/8" @.20 .50 N.C -2.80 1/4" a.25 4 3/8" .60 .50 2.75 .45 .15 O 3/8".20 O O S=.05 d5/8 @.175 .15 CORTE 5 - 5 0.15 3d3/4" : 20.6 MPa (210 Kg / cm2) Concreto en cisterna : 4.0 cm. cisterna \A1;.30 .60 d3/4" d3/4" ADMISIBLE dx= 16.6 mm. dy= 16.6 mm. SISTEMA DE TRANSFERENCIA A NIVEL DEL SEMISOTANO AZOTEA 0.25 0.25 nace C-5 del muro nace C-5 del muro CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 CA1 N.F.P..= -1.60 N.F.P..= -1.60 .15 N.C -2.80 4 4 N.C. -2.80 N.T.C -2.20 N. -2.90 N.C. -2.80 N.T.C -2.20 5 5 Pozo sumidero N.F.P..= -3.00 N.F.P..= -3.55 NFP. -3.00 5 5 0.87 seccion MC-5 seccion MC-6 d3/8"@.15 c/c 2 2 CIMENT. LATERAL CIM. CENT. CIM. CENT. CIM. VANOS 5 0.50 5 5 5 5 5 5 5 W W 2.00 5 0.60 5 SOLADO f'c=100kg/m2 0.15 1.68 SECCION X-X ESC 1/25 5 5 5 d5/8"@0.175 N.-3.55 -1.40 5 5 d3/8"@0.20 d3/8"@0.20 0.60 5 0.15 Z-5 cisterna Y V \LELEVACION PLACA ASCENSOR O 1/2" a.15 1/2" a.15 O .20 2.45 .20 Escala 1/50 N.F.P. -1.45 MC-4 CORTE V-V Z-5 2.00 .15 .60 N.-3.55 d5/8 @.175 N.F.P. -1.45 V d5/8 @.175 Y ESCALERA PRINCIPAL TRAMO 2 TRAMO DE ARRANQUE e=.15 2 3 4 d3/8" @ .30 d1/2" @.15 5 0.25 6 7 8 0.25 0.25 0.25 0.25 0.25 NFP -0.05 0.25 N.F.P.+1.35 3 O 1/2" @.15 O 3/8" @.30 1 2 e=.15 0.25 0.25 0.25 4 .30 .40 NFP.-0.05 .15 MURO SOTANO 7 6 5 0.25 0.25 0.25 0.20 O 1/2" @.15 d3/8" @.20 0.25 TRAMOS PARES Y DE LLEGADA 0.25 1/2" @ .15 3/8" @.20 .40 e=.15 0.25 0.25 0.25 1/2" @ .20 O O O .30 TIPICO .175 d3/8" @.20 N.F.P.+1.35 0.20 3 1 2 4 7 6 5 TRAMOS IMPARES .175 .30 1/2" @ .20 .40 3/8" @.20 0.25 0.25 e=.15 3/8" @.20 0.25 0.25 0.25 0.25 1/2" @ .20 O O O O O O 1/2" @ .20 1/2" @ .20 1.20 5 1 2 3 4 6 7 8 O 3/8" @.30 O 3/8" @.30 N.F.P. +3.975 N.F.P. +6.60 0.20 Escala 1/25 .15 d3/8" @ .30 d1/2"@0.20 8 .50 .10 .80 .10 N.F.P. -1.40 1 MURO SOTANO N.F.P. +3.975 N.F.P. +6.60 N.F.P. +9.225 0.20 2d3/8", d1/4"@.20 0.10 VT.10 Z Z Z Z Z Z Z Z MC-6 MC-6 .15 CORTE B-B 4d5/8" .50 3/8 @.10 .20 Z-2,Z-3,Z-4 (PLANTA) CORTE DE Z-1 C-3 (PLANTA) d d d d TIPICA DE COLUMNA Z-2,Z-3,Z-4 CORTE DE Z-5 VER SECCION X-X C-1 C-1 C-1 C-1 C-1 0.875 C-1 0.875 5 5 5 5 registro cisterna de agua 5 5 Losa Maciza h=15cm. ENCOFRADO DEL TECHO CISTERNA (S/C 300 Kg/m2) .60 .60 1d1/2" ARRIBA Y ABAJO .60 d3/8" @.20 ABAJO d3/8" @.20 ARRIBA Escala 1/50 N.ENCOFRADO:+1.15 Retirar ladrillo Retirar ladrillo Retirar ladrillo Retirar ladrillo Retirar ladrillo Retirar ladrillo 1d3/8" 1d3/8" VA(25x20) VA(25x20) VA(25x20) VA(25x20) 1d3/8" 1d3/8" VA(25x20) VA(25x20) VA(25x20) VA(25x20) 1d3/8" 1d3/8" 1d3/8" 1d3/8" .15 CORTE C-C 4d1/2" .40 3/8 @.10 .20 C C LOSA MACIZA d 3/8" @.20 SUP./ INF. e=.20 C LOSA MACIZA d 3/8" @.20 SUP./ INF. e=.20 C 5 d 3/8" @.20 INF. d 3/8" @.20 SUP. 5 d 3/8" @.20 INF. d 3/8" @.20 SUP.

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, building, details, DWG, erdbebensicher strukturen, flat, FOUNDATION, ladder, multifamily, plan, plans, roofing, seismic structures, structures, strukturen