Structures Details College DWG Detail for AutoCAD

Structures Details College DWG Detail for AutoCAD

Plane Structures Suruvara College, this comprehensive Foundation Pile and lightened.

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

view columns, slab, slab, n.f.p, n.f.p, column confinement, column of, alfeirzer beam, columneta, typical detail of beam alfeirzer columneta, scale, portico cºaº, column of, portico cºaº, columneta, threads, slab, slab, view columns, shoe width, cabbage, stuffed with techno, dilatation meeting, see column table, columneta steel, columneta, cabbage, npt, shoe, foundation, foundation, see column table, columneta steel, typical detail on the foundation, esc:, fc, levels, first floor, column table module, columneta, fc, fc, fc, scale, second floor, fc, fc, fc, fc, fc, fc, fc, fc, rto, rto, cuts foundation beams, scale, rto, rto, floor formwork, npt., rto, rto, rto, rto, tijeral, bolts, with nut. washer, locknut, of straps, scale, overlap detail, fixing screws, tijeral, wood strap, screw, of tijeral straps, scale, fixing detail, fixing screws, wood strap, screw, of straps, scale, clamping detail, elements of, samwiche type, bolts of interns, with nut washer, column, bolts of interns, with nut washer, steel sheet, cut in columns, scale, anchor detail in, andean roof cover, galvanized strip of, with lid base, elements of, samwiche type, steel square, typical section tijeral element, scale, glued tables, nailed to each other, straps, wood screw, andean roof cover, elements of, samwiche type, elements of, samwiche type, elements of, samwiche type, tijeral detail, scale, rto, rto, rto, rto, rto, foundation cuts, scale, compacted fill, with own material, foundation, armed uprising, partition, partition, compacted fill, with own material, detail of wall with shoe, see in plant, shoe, compacted fill, with own material, foundation, compacted fill, with own material, foundation, armed uprising, bearing, compacted fill, with own material, foundation, armed uprising, partition, fc, levels, first floor, column table module, columneta, fc, fc, fc, scale, second floor, fc, fc, fc, fc, fc, fc, fc, fc, inf., nfz, inf., nfz, inf., nfz, inf., nfz, inf., nfz, inf., nfz, inf., nfz, nfz, inf., nfz, nfz, nfz, nfz, nfz, nfz, inf., nfz, nfz, nfz, nfz, inf., inf., inf., inf., inf., inf., nfz, nfz, nfz, nfz, foundation, ladder is born, rto, rto, cuts foundation beams, scale, rto, rto, rto, inf., nfz, inf., nfz, nfz, nfz, inf., inf., nfz, nfz, nfz, nfz, nfz, inf., ladder is born, foundation, inf., inf., inf., nfz, inf., nfz, inf., nfz, nfz, inf., nfz, nfz, nfz, nfz, nfz, rto, rto, rto, foundation, inf., nfz, inf., nfz, inf., nfz, inf., nfz, nfz, nfz, nfz, nfz, nfz, nfz, nfz, nfz, foundation cuts, scale, compacted fill, with own material, foundation, armed uprising, partition, partition, compacted fill, with own material, detail of wall with shoe, see in plant, shoe, compacted fill, with own material, foundation, compacted fill, with own material, foundation, armed uprising, bearing, fc, levels, first floor, column table module, columneta, fc, fc, fc, scale, second floor, fc, fc, fc, fc, fc, fc, cuts foundation beams, scale, rto, foundation cuts, and

Raw text data extracted from CAD file:

0.30 1.10 1.80 V1 \W0.961755;\Q0;\T1;NPT. 5 5 0.2047672782618974 VP-101 (25X40) 0.6999784199954321 3.150021580216389 0.6999999992553967 3.274999999325245 0.9000000000230556 3.212500002351362 0.6999999992553967 3.212500002235174 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 0.7999999999999546 1d1/2" 1d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.8000000000001818 0.7999999999994998 0.7999999999999546 0.7999999999994998 0.8000000000006366 0.8000000000001818 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 5 5 0.2047672782618974 1.800019272632198 0.2000000000698492 1.799999998999055 0.2499999999752163 3.073589094196677 0.2499785855686696 6 7 1 1 1 1 1 1 0.8000000000006366 0.7999999999992724 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1d1/2" 1d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. AWLLGMLA-2007 AWLLGMLA-2007 dESP.@.10 5 \A1;RESTO VER COLUMNAS h. 5 H.=VIGA o LOSA 5 h./6 5 H.=VIGA o LOSA 5 5 5 5 5 5 5 5 5 5 5 5 5 N.F.P 5 5 5 .10 .05 N.F.P 5 5 5 5 CONFINAMIENTO DE COLUMNAS (S/E) (ELEVACION) .05 .05 .05 .05 .05 .05 .10 .10 \A1;.13 \A1;.17 \A1;.45 \A1;.45 Ø1/4" 1@0.05,Resto@0.15 c/ext. 1Ø3/8" 1Ø3/8" COLUMNA DE VIGA ALFEIRZER COLUMNETA C-6 DETALLE TIPICO DE VIGA ALFEIRZER Y COLUMNETA ESCALA : 1/25 PORTICO CºAº COLUMNA DE PORTICO CºAº COLUMNETA C-6 5 0.1698994860053062 0.13 X 0.17 0.4499999999534339 0.4499999999534339 2 Ø 6mm @ 3 hiladas \A1;dESP.@.10 \A1;dESP.@.10 \A1;h. \A1;0.50 \A1;H.=VIGA o LOSA \A1;0.50 \A1;h./6 \A1;2/3h \A1;H.=VIGA o LOSA \A1;0.30 \A1;0.30 \A1;Le \A1;h./6 \A1;Le \A1;h./6 \A1;2/3h \A1;Le \A1;h./6 \A1;Le \A1;RESTO VER COLUMNAS \A1;dESP.@.10 \A1;dESP.@.20 \A1;bxt \A1;0.30 \A1;bxt \A1;.10 \A1;.05 \A1;0.50 \A1;h=CIMIENTO \A1;0.30 \A1;0.30 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.10 \A1;.10 \A1;B = ANCHO ZAPATA \A1;B=SEGUN COL \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.60 \A1;.50 \A1;.20 \A1;.15 \A1;.15 NFZ.-1.30 5 RELLENO CON TECNOPOR JUNTA DE DILATACION e=1" VER CUADRO DE COLUMNAS ACERO DE COLUMNETA COLUMNETA COLUMNETA B=SEGUN COL NPT +0.15 0.1499999999068677 0.1500000000232831 d ZAPATA NFZ.-1.40 0.25 0.25 0.25 0.25 0.5999999996274711 5 0.2000000011175871 0.150000000372529 0.1499999985098839 Cimiento C:H::1:10+30%P.G. Cimiento C:H::1:10+30%P.G. VER CUADRO DE COLUMNAS ACERO DE COLUMNETA Sobre-Cimiento C:H::1:8+25%P.M. Sobre-Cimiento C:H::1:8+25%P.M. 1d3/8": 1@.05, 7@0.10,rto@.20 c/extr. 1d6mm: 1@.05, 7@0.10,rto@.15 c/extr. Detalle Tipico Columneta en Cimiento ESC: 1/25 \A1;.15 \A1;.15 \A1;.25 \A1;.70 \A1;.25 \A1;.90 \A1;.25 \A1;.40 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.90 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.80 \A1;.25 \A1;.50 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.15 \A1;.25 \A1;2.20 \A1;.25 \A1;.20 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 1 C2 C3 COLUMNETA 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.3999999999068677 0.25 C4 8Ø1/2" 4Ø3/4"+10Ø5/8" 0.6999869668438805 0.6999873992056109 0.250079233199358 0.2500359881669283 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.8999869668439259 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 2d3/4" 2d3/4" ESCALA 1/25 SEGUNDO PISO 14Ø5/8" 0.6999869668438805 0.6999873992056109 0.250079233199358 0.2500359881669283 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 0.6999869668438805 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 0.6999869668438805 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668438805 0.250079233199358 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668438805 0.250079233199358 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" 0.8999869668439259 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" C5 0.2502754155057119 1 d8mm: 1@.05, f'c = 210 Kg/cm² 8Ø1/2" rto@.125 c/extr. f'c = 210 Kg/cm² C6 0.25 2.199999997392751 0.2500000000002274 0.2000000000700766 4 Ø 1/2" 7 @ .10, Rto @ .20 c/ext 1 Ø 3/8": 1a.05, 4 Ø 1/2" 7 @ .10, Rto @ .20 c/ext 1 Ø 3/8": 1a.05, d3/8"@.20m d3/8"@.20m P1 CORTES VIGAS DE CIMENTACION ESCALA 1/25 10 Ø 5/8"+2 Ø 1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x80) 0.3000000000001819 0.7999999999997272 8 Ø 5/8" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-2 (25x50) 0.25 0.4999999999995453 VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-101 (25X40) VP-101 (25X40) VP-101 (25X40) VP-101 (25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-2(25X40) VS-2(25X40) VP-102 (25X60) VP-102 (25X60) VP-102 (25X60) VP-102 (25X60) VP (25X40) VP (25X40) VP (25X40) 1 1 1 1 1 1 1 1 C1 C1 C1 C1 C2 C2 C2 C2 C4 C4 C3 C3 C3 1d12mm 5 5 1d3/8" 1d3/8" 1d12mm 1d12mm 1d12mm 1d12mm 1d12mm 1d12mm 1d12mm 1d3/8" 1d3/8" 0.9999997620047906 -1.0 0.900000000000091 0.8999999999998635 -1.0 -1.0 1d12mm 5 5 1d3/8" 1d3/8" 2d3/8" 1d3/8" 0.9999997620047906 -1.0 0.900000000000091 0.8999999999998635 -1.0 -1.0 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 1 A 2 3 4 5 B C 4.200000000069621 4.074999998966176 4.012500001990246 4.262500001583703 3.150000000488944 0.699999999254942 3.274999999325018 0.9000000000230556 3.212500002351816 0.6999999992551694 3.212500002234946 0.699999999721058 3.649999957531463 3.650000045076467 1.950053747760421 0.699999999254942 2.59999995864905 0.699999999254942 2.60000004619428 0.699999999254942 ENCOFRADO DE TECHO 1° PISO NPT. +3.00 ESC:1/50 s/c = 250/400 kg/m2 1d12mm VP-101 (25X40) VP-101 (25X40) VP-101 (25X40) 1 1 1 1 3 3 3 3 4 4 C5 C5 C6 C6 P1 6 7 3.924995643905277 3.448589094647104 3.799995643890952 5 3.073589094638692 5 1d3/8" 1d3/8" 2d3/8" 2d3/8" 2d3/8" 1d3/8" 0.9999999999997726 -1.0 0.7999999999997272 0.8000000000133695 3 3 0.6999999997201485 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-100 (25X40) 5 5 5 5 5 5 5 5 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 1d1/2" 1d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 5 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-200 (25X40) 5 5 5 5 5 5 5 5 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" \W0.961755;\Q0;\T1;NPT. 5 5 5 5 A 3d5/8" 3d5/8" d3/8",1@.05,10@.10,4@.15RTO@.20 EN C/EXT. 1 1 C 5 5 5 d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. B 1d1/2" 3d5/8" 3d5/8" 1d5/8" 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 2d1/2" 2d1/2" 1 1 1 1 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-102 (25X60) 1d5/8" 5 1d1/2" \W0.961755;\Q0;\T1;NPT. 0.2047672782618974 0.2513622291326101 5 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 1-1 \W0.961755;\Q0;\T1;NPT. 0.2047672782618974 0.2513622291326101 6 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 2-2 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 4 Ø 5/8" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 3-3 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.1513622291329284 4 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 4-4 \A1;1-1/2" \A1;.25 \A1;1-1/2" \A1;2" \A1;5" \A1;.15 \A1;.15 \A1;1" \A1;1" \A1;1" \A1;6" \A1;1.09 \A1;1.03 \A1;1.03 \A1;1.03 \A1;1.03 \A1;.67 \A1;6.80 \A1;1.95 \A1;.50 \A1;6.30 \A1;.50 \A1;1.00 \A1;.33 \A1;.25 \A1;.15 \A1;.60 \A1;.30 \A1;.30 \A1;.32 \A1;.35 \A1;.31 \A1;.40 \A1;.31 \A1;.40 \A1;.40 \A1;.26 \A1;.15 \A1;.22 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.32 \A1;.60 \A1;.16 \A1;.62 \A1;1.09 \A1;1.03 \A1;1.03 \A1;1.03 \A1;.71 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 5 0.25 5 Tijeral Tijeral 2 Pernos de d1/2"x5" con tuerca. arandela y contratuerca DE CORREAS ESCALA 1:10 DETALLE DE TRASLAPE 5 5 4 Tornillos de Fijacion de d3/8" x 2" Tijeral Correa de madera Tornillo de 2" x 5" DE CORREAS A TIJERAL ESCALA 1:10 DETALLE DE FIJACION 0.1500000000000909 3"x6" 4 Tornillos de Fijacion de d 3/8" x 2" Correa de madera Tornillo de 2" x 5" DE CORREAS ESCALA 1:10 DETALLE DE SUJECION 0.1500000000000909 Elementos de 3"x6" Tipo Samwiche Pernos de 3/8"x4" pasantes con arandela y tuerca Columna VP-200(25X40) Pernos de 3/8"x4" pasantes con arandela y tuerca Plancha de Acero de 3/16" CORTE EN COLUMNAS ESCALA 1:10 DETALLE DE ANCLAJE EN Cobertura Teja Andina (1.14m x 0.72m) Tirafon Galvanizado de d 6mm x 5" con base y tapa Elementos de 3"x6" Tipo Samwiche escuadra de acero 3/16"x2"x4" Seccion tipica elemento Tijeral ESCALA 1:5 5 5 5 5 Tablas coladas y clavadas entre si 5 1.030001945253616 1.030001945254525 1.030001945254525 1.030001945254298 0.6677259485493324 Correas 2"x5" 1@ 1.03 Madera Tornillo Cobertura Teja Andina (1.14x0.72m) 6.800000000000181 1.94999999999959 0.5 6.300000000000181 0.5000000000004547 0.9999999999997726 0.3250000000000455 0.25 0.1500000000000909 0.599999999999909 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Elementos de 3"x6" Tipo Samwiche Elementos de 3"x6" Tipo Samwiche Elementos de 3"x6" Tipo Samwiche 1.09 5 5 5 0.7100866825069261 DETALLE TIJERAL ESCALA 1:25 1.042999999999892 1.042999999999892 1.038999999999987 1.038999999999987 1.042999999999892 1.042999999999892 \A1;1.00 \A1;1.00 \A1;.90 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 \A1;.90 \A1;1.00 \A1;1.00 \A1;4.20 \A1;4.07 \A1;4.01 \A1;4.26 \A1;3.15 \A1;.70 \A1;3.27 \A1;.90 \A1;3.21 \A1;.70 \A1;3.21 \A1;.70 \A1;3.65 \A1;3.65 \A1;1.95 \A1;.70 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;3.92 \A1;3.45 \A1;3.80 \A1;.25 \A1;3.07 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.70 \A1;.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.40 \A1;.25 \A1;.90 \A1;.40 \A1;.25 \A1;.20 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \A1;.40 \A1;.25 \A1;.70 \A1;.40 \A1;.25 \A1;.20 \A1;.70 \A1;3.15 \A1;.70 \A1;3.27 \A1;.90 \A1;3.21 \A1;.70 \A1;3.21 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;.40 \A1;.25 \A1;.70 \A1;.20 \A1;.70 \A1;3.15 \A1;.70 \A1;3.27 \A1;.90 \A1;3.21 \A1;.70 \A1;3.21 \A1;.20 \A1;.70 \A1;3.15 \A1;.70 \A1;3.27 \A1;.90 \A1;3.21 \A1;.70 \A1;3.21 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.80 \A1;.20 \A1;1.80 \A1;.25 \A1;3.07 \A1;.25 \A1;.80 \A1;.80 \A1;.40 \A1;.25 \A1;.70 \A1;.40 \A1;.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.40 \A1;.25 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.20 \A1;.60 \A1;.25 \A1;.25 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.20 \A1;6.80 \A1;.25 \A1;1.95 \A1;1.70 \A1;1.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.50 \A1;.60 \A1;.25 \A1;.25 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.20 \A1;6.80 \A1;.25 \A1;1.95 \A1;1.70 \A1;1.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.50 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-100 (25X40) 0.6999784199954321 3.212437036554774 0.7000087065400749 3.212575835702181 0.9000000000230556 3.274915373926887 0.7000087915353106 3.274999999207922 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 0.7999999999999546 1d1/2" 1d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.9000000001399256 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.8000000000001818 0.8024154563379396 0.7975758363768364 0.7999999999994998 0.8000000000006366 0.7975758361446879 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 3.16249992942653 0.7000000706200354 3.16250000114087 0.6999785861037254 6 7 0.7999999999997272 0.7999999999997272 0.7999999999997272 0.7999999999997272 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1 1 1 1 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-200 (25X40) 0.6999784199954321 3.212437036554774 0.7000087065400749 3.212575835702181 0.9000000000230556 3.274915373926887 0.7000087915353106 3.274999999207922 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.9000000001399256 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 3.16249992942653 0.7000000706200354 3.16250000114087 0.6999785861037254 6 7 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1 1 1 1 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 0.2499618448157435 A 3d5/8" 3d5/8" d3/8",1@.05,10@.10,4@.15RTO@.20 EN C/EXT. 1 1 C 6.799992773381745 0.2499912654504897 1.950141663313388 d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. B 1d1/2" 3d5/8" 3d5/8" 1d5/8" 1.699999999999818 1.200030704062783 1.19998539703397 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 2d1/2" 2d1/2" 1 1 1 1 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 VP-101 (25X60) 0.5000000000002274 1d5/8" 1d1/2" \A1;.20 \A1;.25 \A1;.40 \A1;.40 \A1;.25 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.70 \A1;.60 \A1;.30 \A1;.50 \A1;.60 \A1;.90 \A1;.15 \A1;.70 \A1;.60 \A1;.50 \A1;.70 \A1;.60 \A1;.30 \A1;.60 \A1;.70 \A1;.60 \A1;.30 \A1;.70 \A1;.25 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 6 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 4 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, VS-1 (25X40) VS-2 (25X40) 0.2513622291326101 \A1;.40 \A1;.40 \A1;.25 \A1;.25 \W0.961755;\Q0;\T1;NPT. 0.2047672782618974 0.2513622291326101 5 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 1-1 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 6 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 4 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, VS-1 (25X40) VS-2 (25X40) 0.2513622291326101 \A1;.70 \A1;3.92 \A1;3.45 \A1;.25 \A1;3.07 \A1;.25 \A1;.50 \A1;1.80 \A1;4.20 \A1;4.07 \A1;4.01 \A1;4.26 \A1;.00 \A1;3.15 \A1;3.27 \A1;.90 \A1;3.21 \A1;.70 \A1;3.21 \A1;.70 \A1;3.65 \A1;3.65 \A1;.70 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;1.10 \A1;1.70 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.25 \A1;1.25 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.00 \A1;3.30 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;bxt \A1;.30 \A1;.30 \A1;ESP.@.20 \A1;BxT (VER PLANTA) \A1;.10 \A1;0.60 \A1;0.10 \A1;ESP.@.10 \A1;.25 \A1;2.16 \A1;.25 \A1;.15 \A1;.30 \A1;.80 \A1;.25 \A1;.50 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.60 NFZ= -1.50 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.8999999999998635 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.6000000000001365 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 4-4 0.6999999999995908 0.1500000000000909 +0.15 0.1500000000000909 +0.15 5 5 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 2 C2 C3 COLUMNETA 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 5 5 C4 8Ø1/2" 4Ø3/4"+10Ø5/8" 5 5 5 5 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 5 5 5 5 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 2d3/4" 2d3/4" ESCALA 1/25 SEGUNDO PISO 14Ø5/8" 5 5 5 5 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 5 5 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 5 5 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 5 5 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 5 5 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" 5 5 5 5 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" C5 5 1 d8mm: 1@.05, f'c = 210 Kg/cm² 8Ø1/2" rto@.125 c/extr. f'c = 210 Kg/cm² C6 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C3 C3 C3 C4 C4 C4 C4 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 5 5 5 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 5 5 5 5 5 5 5 5 5 5 5 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 5 5 5 5 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-7 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-7 H=0.60 VC-1 (30X80) VC-1 (30X80) VC-1 (30X80) 2 2 1 1 2 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 A B C 5 5 5 5 5 5 5 5 Ø 1/2" @ .20 inf. 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. C5 C5 C5 C5 C6 1 1 1 1 1 1 5 5 5 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. C6 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. VC-2 (25X50) VC-2 (25X50) NFZ - 1.50 NFFZ-1.60 Z-C1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 3 2 1 5 5 CIMENTACION ESC:1/50 5 5 P1 NACE ESCALERA 5 5 5 5 0.25 2.159999997160412 0.254473629830045 0.1499999999998636 4 Ø 1/2" 7 @ .10, Rto @ .20 c/ext 1 Ø 3/8": 1a.05, 4 Ø 1/2" 7 @ .10, Rto @ .20 c/ext 1 Ø 3/8": 1a.05, d3/8"@.20m d3/8"@.20m P1 CORTES VIGAS DE CIMENTACION ESCALA 1/25 10 Ø 5/8"+2 Ø 1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x80) 0.3000000000001819 0.7999999999997272 8 Ø 5/8" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-2 (25x50) 0.25 0.4999999999995453 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.26 \A1;4.01 \A1;4.07 \A1;4.07 \A1;3.96 \A1;4.21 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.90 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \A1;1.00 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;1.00 \A1;1.00 \A1;.95 \A1;.95 \A1;.95 \A1;.55 \A1;.50 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.90 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \A1;4.26 \A1;4.01 \A1;4.07 \A1;4.07 \A1;3.96 \A1;4.21 \A1;1.09 \A1;4.06 \A1;3.94 \A1;4.00 \A1;4.00 \A1;3.89 \A1;4.01 \A1;1.09 \A1;3.65 \A1;3.65 \A1;.70 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;1.95 \A1;.25 \A1;.40 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 6 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 2-2 0.2513622291326101 \A1;1.30 \A1;1.35 \A1;1.35 \A1;2.00 \A1;1.60 \A1;2.00 \A1;2.00 \A1;1.60 \A1;1.35 \A1;1.35 \A1;1.10 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.10 \A1;1.10 \A1;.90 \A1;3.16 \A1;.70 \A1;3.16 \A1;2.00 \A1;1.40 \A1;2.00 \A1;1.40 \A1;1.35 \A1;1.35 \A1;1.35 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;1.05 \A1;1.05 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;4.26 \A1;4.01 \A1;4.07 \A1;4.07 \A1;3.96 \A1;4.21 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.70 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;1.10 \A1;1.10 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.20 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.00 \A1;3.65 \A1;3.65 \A1;.70 \A1;1.20 \A1;1.46 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;4.40 \A1;2.98 \A1;1.35 \A1;1.25 \A1;1.33 \A1;.50 \A1;1.20 \A1;1.20 \A1;1.00 \A1;1.20 C1 C1 C1 C1 C2 C2 C2 C2 C4 C4 C3 C3 C3 4.200000000069621 4.074999998966176 4.012500001990246 4.262500001583703 0.0 3.150000000488944 0.699999999254942 3.274999999325018 0.9000000000230556 3.212500002351816 0.6999999992551694 3.212500002234946 0.699999999721058 3.649999957531463 3.650000045076467 0.699999999254942 2.59999995864905 0.699999999254942 2.60000004619428 0.699999999254942 1 A 2 3 4 5 B C 1.100000000091995 1.699999999999818 1.199999957889531 0.9999999980491338 1.200000000000045 1.25 1.250000000000227 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 3 3 3 3 3 3 3 3 4 4 4 4 VC-1 (30X80) VC-1 (30X80) C5 C5 C6 C6 P1 6 7 -1.0 1.19999999999959 1.000000000000454 1.199999999999818 0.9999999999997726 3.299900742621048 -1.0 1.199999999999818 0.9999999999799912 1.199999999999818 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. NFZ - 1.50 NFFZ-1.60 Z-9 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-9 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-9 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-9 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-10 H=0.60 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. VC-2 (25X50) VC-2 (25X50) VC-2 (25X50) 1 1 1 1 VC-2 3.924995643905277 3.448589094646877 5 3.073589094638692 5 0.5000000000250111 1.79999999876577 NACE ESCALERA CIMENTACION ESC:1/50 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 1.299999958058833 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 1.349999998664088 1.353999876826264 2.0 1.599999886378327 2.0 2.0 1.600000003725199 1.350000000116779 1.353999949575154 1.104000000573705 1.699999999999818 1.199999957889531 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 1.699999999999818 1.199999957889531 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 1.104000000573705 1.100000004889352 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 0.9999999980491338 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 1.200000000000272 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-7 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 \A1;.40 \A1;.25 \A1;.50 \A1;.40 \A1;.25 \A1;.20 \A1;.50 \A1;3.40 \A1;.50 \A1;3.68 \A1;.70 \A1;3.15 \A1;.70 \A1;3.32 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;.40 \A1;.25 \A1;.50 \A1;.20 \A1;.50 \A1;3.40 \A1;.50 \A1;3.68 \A1;.70 \A1;3.15 \A1;.70 \A1;3.32 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.50 \A1;.60 \A1;.25 \A1;.20 \A1;.20 \A1;.50 \A1;.20 \A1;6.30 \A1;.50 \A1;1.95 \A1;1.60 \A1;1.20 \A1;1.20 \A1;.60 \A1;.25 \A1;.25 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.20 \A1;6.80 \A1;.25 \A1;1.95 \A1;1.70 \A1;1.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.50 \W0.961755;\Q0;\T1;NPT. 5 5 5 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 1-1 \W0.961755;\Q0;\T1;NPT. 5 5 4 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, VS-1 (25X40) \W0.961755;\Q0;\T1;NPT. 5 5 6 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, VS-2 (25X40) \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-100 (25X40) 0.4999784199953865 3.400021580216389 0.4999999992553513 3.678671414741757 0.7000087279332093 3.14814730721946 0.699999999371812 3.32314730435587 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 0.7993274481946174 1d1/2" 1d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.4999571717942218 B E 1 1 d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.8000000000001818 0.7999999999994998 0.900000000000091 0.9036714154158288 0.7963198566740175 0.8006725516891037 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 1d1/2" C D \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-200 (25X40) 0.4999784199953865 3.400021580216389 0.4999999992553513 3.678671414741757 0.7000087279332093 3.14814730721946 0.699999999371812 3.32314730435587 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.4999571717942218 B E 1 1 d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" C D \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 0.4999280676322542 1 3d5/8" 3d5/8" d3/8",1@.05,10@.10,4@.15RTO@.20 EN C/EXT. 1 1 3 6.299992773381745 0.4999912472840152 1.950141663313388 d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. 2 1d1/2" 3d5/8" 3d5/8" 1d5/8" 1.600007334322981 1.200030704062783 1.19998539703397 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 2d1/2" 2d1/2" 1 1 1 1 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 VP-101 (25X60) 0.5000000000002274 1d5/8" 1d1/2" \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 0.2499618448157435 1 3d5/8" 3d5/8" d3/8",1@.05,10@.10,4@.15RTO@.20 EN C/EXT. 1 1 3 6.799992773381745 0.2499912654504897 1.950141663313388 d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. 2 1d1/2" 3d5/8" 3d5/8" 1d1/2" 1.699999999999818 1.200030704062783 1.19998539703397 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 2d1/2" 2d1/2" 1 1 1 1 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 VP-102 (25X60) 0.5000000000002274 1d1/2" 1d1/2" 1d1/2" C1 C1 C1 C1 C4 C4 C3 C2 C3 C2 C4 C4 A B C D E 5 5 5 5 5 1 2 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 CIMENTACION ESC:1/50 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-6 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 VC-1 (25X80) VC-1 (25X80) VC-1 (25X80) 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.70 \A1;.60 \A1;.30 \A1;.50 \A1;.60 \A1;.90 \A1;.15 \A1;.70 \A1;.60 \A1;.50 \A1;.70 \A1;.60 \A1;.30 \A1;.60 \A1;.15 \A1;.15 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.80 \A1;.15 \A1;.15 \A1;.25 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.25 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.90 \A1;.25 \A1;.25 \A1;.70 \A1;.40 \A1;.70 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;3.32 \A1;.50 \A1;2.90 \A1;4.03 \A1;4.40 \A1;3.85 \A1;4.17 \A1;.50 \A1;3.65 \A1;3.65 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;3.40 \A1;.50 \A1;.50 \A1;.50 \A1;2.90 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.25 \A1;1.25 \A1;1.20 \A1;1.60 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.20 \A1;1.60 \A1;1.20 \A1;1.40 \A1;1.40 \A1;2.00 \A1;1.25 \A1;1.25 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.60 NFZ= -1.50 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.8999999999998635 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.6000000000001365 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 3 C2 C3 COLUMNETA 1d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.2499999999067768 0.25 C4 4Ø1/2" 10Ø5/8" 0.4999869668438351 0.4999873992055655 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668443353 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² ESCALA 1/25 SEGUNDO PISO 0.4999869668440624 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.4999869668440624 0.250079233199358 8Ø5/8" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 12Ø5/8" C5 10Ø5/8" 0.4999869668438351 0.4999873992055655 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 4d1/2" 4Ø5/8"+4Ø1/2" 0.4999869668440624 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 4d1/2" 4Ø5/8"+4Ø1/2" 0.4999869668440624 0.250079233199358 8Ø5/8" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668443353 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 12Ø5/8" CORTES VIGAS DE CIMENTACION ESCALA 1/25 10 Ø 5/8"+2 Ø 1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x80) 0.2500000000002274 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-100 (25X40) 5 5 5 5 5 5 5 5 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 1d1/2" 1d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 5 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 1d1/2" C D \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-101 (25X40) 5 5 5 5 5 5 5 5 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 1d1/2" 1d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 5 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 1d1/2" C D \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-200 (25X40) 5 5 5 5 5 5 5 5 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" C D \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-201 (25X40) 5 5 5 5 5 5 5 5 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" C D VP-102 (25X60) \W0.961755;\Q0;\T1;NPT. 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 5 5 5 1 2 3 5 5 1 1 1 1 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. 3d5/8" 3d5/8" 3d5/8" 3d5/8" 5 5 1d1/2" 3d5/8" 3d5/8" 1d1/2" VP-103 (25X60) \W0.961755;\Q0;\T1;NPT. 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 5 5 5 1 2 3 1 1 1 1 d3/8",1@.05,8@.10,4@.15,RTO@.20 EN C/EXT. d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. 3d5/8" 3d5/8" 5 5 1d5/8" 3d5/8" 3d5/8" 1d1/2" 1d1/2" 5 5 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" \A1;.60 \A1;.20 \A1;.60 \A1;.20 \A1;.25 \A1;6.55 \A1;.50 \A1;.60 \A1;.20 \A1;.60 \A1;.20 \A1;.25 \A1;3.15 \A1;.25 \A1;1.95 \A1;.50 \A1;3.15 \A1;.50 \A1;.80 \A1;1.95 \A1;.50 \A1;1.70 \A1;1.20 \A1;1.20 \A1;.80 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.50 \A1;.80 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.50 \A1;.50 \A1;.40 \A1;.25 \A1;.50 \A1;.20 \A1;.50 \A1;3.48 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.90 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.20 \A1;.20 \A1;.50 \A1;3.45 \A1;.50 \A1;3.38 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.90 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.20 \A1;.20 \A1;.50 \A1;3.48 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.20 \A1;.50 \A1;3.45 \A1;.50 \A1;3.38 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.20 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 5 5 5 d8mm@.25 5 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 5 5 NPT= +0.15 5 5 5 NFSZ= -1.60 NFZ= -1.50 Tabique 5 d3/8"@.25 5 d3/8"@.20 Relleno compactado con material propio 5 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 5 Zapata f'c= 210 Kg/cm2 5 NPT= +0.15 NPT= +0.15 NFSC= -1.30 5 5 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 5 5 NPT= +0.15 NFSC= -1.30 5 5 5 d8mm@.25 5 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 5 5 NPT= +0.15 5 NFSC= -1.30 5 5 5 d8mm@.25 5 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 4-4 5 5 +0.15 5 +0.15 NFSC= -1.30 5 5 5 d8mm@.25 5 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 5-5 5 5 +0.15 5 +0.15 Tabique \A1;.15 \A1;.15 \A1;.50 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;.50 \A1;.70 \A1;.25 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 4 C2 C3 COLUMNETA C4 10Ø5/8" 0.4999869668436077 0.4999873992055655 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668443353 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² ESCALA 1/25 SEGUNDO PISO 0.4999869668440624 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.4999869668440624 0.250079233199358 8Ø5/8" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 12Ø5/8" 10Ø5/8" 0.4999869668436077 0.4999873992055655 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 4d1/2" 4Ø5/8"+4Ø1/2" 0.4999869668440624 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 4d1/2" 4Ø5/8"+4Ø1/2" 0.4999869668440624 0.250079233199358 8Ø5/8" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668443353 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 12Ø5/8" \A1;.25 \A1;.80 CORTES VIGAS DE CIMENTACION ESCALA 1/25 10 Ø 5/8"+2 Ø 1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (25x80) 0.2500000000002274 0.7999999999997272 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.70 \A1;.60 \A1;.30 \A1;.50 \A1;.60 \A1;.90 \A1;.15 \A1;.70 \A1;.60 \A1;.50 \A1;.70 \A1;.60 \A1;.30 \A1;.60 \A1;.70 \A1;.60 \A1;.30 \A1;.70 \A1;.70 \A1;.60 \A1;.30 \A1;.50 \A1;4.21 \A1;4.26 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;3.65 \A1;3.65 \A1;1.95 \A1;1.00 \A1;1.05 \A1;1.00 \A1;.50 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;1.14 \A1;4.01 \A1;4.06 \A1;1.09 \A1;.50 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;1.00 \A1;1.00 \A1;.95 \A1;.95 \A1;.95 \A1;.55 \A1;3.52 \A1;3.77 \A1;4.29 \A1;2.64 \A1;1.03 \A1;1.03 \A1;1.00 \A1;1.95 \A1;.50 \A1;3.54 \A1;.50 \A1;2.14 \A1;.50 \A1;.50 \A1;2.90 \A1;.25 \A1;3.15 \A1;.50 \A1;1.00 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.25 \A1;.55 \A1;.95 \A1;.95 \A1;.95 \A1;1.00 \A1;1.11 \A1;4.22 \A1;2.31 \A1;1.11 \A1;.40 \A1;.25 \A1;.50 \A1;.80 \A1;.40 \A1;.25 \A1;.20 \A1;.50 \A1;3.32 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.90 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.20 \A1;.40 \A1;.25 \A1;.20 \A1;.25 \A1;3.15 \A1;.50 \A1;3.15 \A1;.25 \A1;.40 \A1;.25 \A1;.20 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-100 (25X40) 0.4999784199953865 3.323126224904627 0.700008706773815 3.148138584148455 0.7000087281651304 3.676852690057103 0.5000000000006822 3.401852685914491 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 0.9043276010386307 1d1/2" 1d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.4999912207413218 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 0.7962857461159274 0.7968188985714733 0.8031723939093353 0.7999661851902147 0.9000250866674832 0.7956723982163112 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 1d1/2" C D \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-101 (25X40) 0.24997475571422 3.149948405829491 0.5000000003722107 3.15005159452653 0.2499912076775672 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3 VP-102 (25X40) 0.4999784199953865 3.462496338471281 0.5000000003724381 3.512500000443878 0.4999999999995453 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 3 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 4 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, VS-1 (25X40) \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 6 Ø 1/2" 6 @ .10, Rto @ .25 c/ext 1 Ø 3/8": 1a.05, 1-1 0.2513622291326101 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.70 \A1;1.30 \A1;1.70 \A1;1.30 \A1;1.70 \A1;1.15 \A1;1.15 \A1;1.00 \A1;1.00 \A1;1.25 \A1;1.25 \A1;.50 \A1;3.32 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.50 \A1;4.17 \A1;3.85 \A1;4.15 \A1;4.28 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;3.65 \A1;3.65 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.30 \A1;.50 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;3.65 \A1;3.65 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;4.21 \A1;4.26 \A1;1.15 \A1;1.15 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.50 \A1;1.25 \A1;1.25 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.50 \A1;2.90 \A1;.25 \A1;3.15 \A1;3.52 \A1;3.77 \A1;.50 \A1;.50 \A1;.50 \A1;3.54 \A1;.50 \A1;4.54 \A1;2.39 \A1;.50 \A1;1.89 C1 C1 C1 C1 C2 C2 C3 C3 1.000000000308318 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.150000004284265 1.150000000291129 1.15000000000009 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.150000007874723 1.000000000308318 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.200000000000272 1.200000000000045 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.200000000000272 1.200000000000045 Ø 1/2" @ .20 inf. 1.500000014886381 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.300000000306681 1.500000014886381 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.300000000306681 1 1 2 2 1 1 1 1 3 3 3 3 3 3 3 3 VC-1 (25X80) NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 C B A 3.651232226496858 3.64876767923647 0.4999999993740403 2.899999952066763 0.5 2.899999952448069 0.4999999977553671 1 2 3 4.212498893646397 4.262499999720375 0.4999999981232577 3.462500004646699 0.500000000498858 3.512500000317004 0.5000000001261924 CIMENTACION ESC:1/50 C1 C1 C2 C2 C2 C2 C3 C3 C3 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.150000004284265 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 1.15000001388762 Ø 1/2" @ .20 inf. 1.300000000306681 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.300000000306681 Ø 1/2" @ .20 inf. 1.000000000308546 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.000000000308546 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.150000004284265 1.15000001388762 1.499999999999772 1.25 1.25 Ø 1/2" @ .20 inf. NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 Ø 1/2" @ .20 inf. 1.200000000000272 1.200000000000045 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.200000000000272 1.200000000000045 Ø 1/2" @ .20 inf. 1.5 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 4 4 4 4 2 2 4 4 4 4 2 2 A B C 3.524999998393695 3.774510689195493 0.5000000015888874 2.899999998992598 5 3.149755349241331 0.4999999958965873 1 3 2 4.537476327516742 2.393231464549671 0.4999999953595307 3.537477430241779 0.5000000006386927 1.893231462687026 0.5000000018626451 C1 C1 C1 C1 C2 C2 C3 C3 C4 C4 C4 C4 C3 1.000000000308546 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.15000000000009 1.15000000000009 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.000000000308546 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.200000000000045 1.400000006870868 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.200000000000045 1.400000006870868 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.200000000000045 1.400000006870868 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.000000000308318 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.300000010088979 1.700000087436592 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.300000010088979 1.700000087436592 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.300000010088979 1.700000087436592 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.15000000000009 1.15000000000009 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.000000000308546 -1.0 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 1.25 1.25 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. VC-1 (25X80) VC-1 (25X80) VC-2 (25X50) 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 3 3 3 3 3 3 3 3 4 4 E D C B A 4.173147304041777 3.848147306416649 4.151852691662725 4.276852697133791 0.4999999998738076 3.323147304356098 0.6999999993713573 3.148147307219915 0.6999999990221113 3.676852690288797 0.5000000001348326 3.401852697125377 0.4999999980111625 1 2 3 3.65000000689929 3.650001113303005 0.4999988935926467 2.900001113116786 0.5000000003724381 2.900001113116786 0.5 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-1 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-2 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-3 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-4 H=0.60 NFZ - 1.50 NFFZ-1.60 Z-5 H=0.60 4 4 CIMENTACION ESC:1/50 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.70 \A1;.60 \A1;.30 \A1;.50 \A1;.60 \A1;.90 \A1;.15 \A1;.70 \A1;.60 \A1;.50 \A1;.70 \A1;.60 \A1;.30 \A1;.60 \A1;.70 \A1;.60 \A1;.30 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;.80 CORTES VIGAS DE CIMENTACION ESCALA 1/25 10 Ø 5/8"+2 Ø 1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (25x80) 0.2500000000002274 0.7999999999997272 8 Ø 5/8" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-2 (25x50) 0.25 0.4999999999995453 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.60 NFZ= -1.50 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.8999999999998635 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.6000000000001365 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.6000000000001365 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 4-4 0.4999999999997727 0.1500000000000909 +0.15 0.1500000000000909 +0.15 Tabique \A1;.15 \A1;.15 \A1;.50 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 5,6 y 7 C2 C3 COLUMNETA C4 8Ø5/8" 0.4999869668436077 0.4999873992055655 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668443353 0.2500025728058972 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² ESCALA 1/25 0.4999869668440624 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.4999869668440624 0.250079233199358 8Ø5/8" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 4d1/2" 4Ø5/8"+4Ø1/2" \A1;2.58 \A1;4.96 \A1;4.80 \A1;1.13 \A1;4.30 \A1;.70 \A1;.20 \A1;.15 \A1;.15 \A1;.13 \A1;.80 \A1;.15 \A1;.20 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;2.31 \A1;2.31 \A1;2.37 \A1;2.37 \A1;2.26 \A1;2.26 \A1;1.86 \A1;1.96 \A1;2.07 \A1;2.07 \A1;2.01 \A1;1.91 \A1;1.95 \A1;1.70 \A1;1.82 \A1;1.63 \A1;1.95 \A1;1.70 \A1;6.80 \A1;4.50 \A1;2.54 \A1;.89 \A1;1.80 \A1;1.93 \A1;2.15 \A1;2.50 \A1;2.46 \A1;3.74 \A1;2.02 \A1;.75 \A1;.85 \A1;2.46 \A1;2.51 \A1;2.05 \A1;1.90 \A1;.81 \A1;2.29 \A1;1.90 \A1;2.05 \A1;1.75 \A1;4.50 \A1;6.80 \A1;3.11 \A1;.54 \A1;.83 \A1;3.22 \A1;.65 \A1;.79 \A1;3.16 \A1;.71 \A1;.70 \A1;2.80 \A1;2.80 \A1;2.60 \A1;2.60 \A1;3.65 \A1;2.65 \A1;3.49 \A1;1.10 \A1;1.35 \A1;.67 \A1;.90 \A1;2.90 \A1;3.84 \A1;3.71 \A1;3.82 \A1;3.82 \A1;3.89 \A1;3.76 \A1;3.15 \A1;2.65 \A1;3.15 \A1;3.40 \A1;3.15 \A1;24.60 \A1;7.30 \A1;10.25 \A1;.14 \A1;.10 \A1;2.40 \A1;2.75 \A1;.30 \A1;4.00 \A1;.30 \A1;.30 \A1;4.50 \A1;.30 \A1;4.66 \A1;.63 \A1;4.66 \A1;.30 \A1;28.30 \A1;6.80 \A1;2.35 \A1;26.60 \A1;8.98 \A1;10.53 \A1;PORTAL 1 \A1;11.554 \A1;135.00° \A1;135.00° \A1;3.005 \A1;3.005 \A1;.90 \A1;3.16 \A1;.70 \A1;3.16 \A1;2.00 \A1;1.40 \A1;2.00 \A1;1.40 \A1;1.35 \A1;1.35 \A1;1.35 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;4.26 \A1;4.01 \A1;4.07 \A1;4.07 \A1;3.96 \A1;4.21 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.70 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;1.10 \A1;1.10 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.20 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.00 \A1;3.65 \A1;3.65 \A1;.70 \A1;1.35 \A1;1.25 \A1;1.20 \A1;1.20 # NIV± \A1;0.60 \A1;1.60 \A1;1.20 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.45 \A1;0.50 \A1;3.41 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.90 \A1;.50 \A1;.15 \A1;.15 \A1;.25 \A1;.70 \A1;.25 \A1;.90 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.25 \A1;.25 \A1;.40 \A1;.70 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.13 \A1;1.60 \A1;1.60 \A1;.00 \A1;3.41 \A1;.90 \A1;3.16 \A1;.70 \A1;3.16 \A1;2.00 \A1;1.40 \A1;2.00 \A1;1.40 \A1;1.35 \A1;1.35 \A1;1.35 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;2.31 \A1;2.31 \A1;2.37 \A1;2.37 \A1;2.26 \A1;2.26 \A1;1.86 \A1;1.96 \A1;2.07 \A1;2.07 \A1;2.01 \A1;1.91 \A1;1.95 \A1;1.70 \A1;1.82 \A1;1.63 \A1;1.95 \A1;1.70 \A1;6.80 \A1;4.50 \A1;4.50 \A1;3.11 \A1;.54 \A1;.83 \A1;3.22 \A1;.65 \A1;.79 \A1;3.16 \A1;.71 \A1;.70 \A1;2.80 \A1;2.80 \A1;2.60 \A1;2.60 \A1;1.75 \A1;.00 \A1;1.60 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.90 \A1;.50 \A1;4.26 \A1;4.01 \A1;4.07 \A1;4.07 \A1;3.96 \A1;4.21 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.00 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;1.10 \A1;1.10 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.20 \A1;1.25 \A1;.00 \A1;1.25 \A1;1.00 \A1;3.65 \A1;3.65 \A1;.70 \A1;1.35 \A1;1.20 \A1;1.20 \A1;.50 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 2 C2 C3 COLUMNETA 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.3999999999068677 0.25 C4 8Ø1/2" 4Ø3/4"+10Ø5/8" 0.6999869668438805 0.6999873992056109 0.250079233199358 0.2500359881669283 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.8999869668441532 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 2d3/4" 2d3/4" ESCALA 1/25 SEGUNDO PISO 14Ø5/8" 0.6999869668438805 0.6999873992056109 0.250079233199358 0.2500359881669283 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 0.6999869668438805 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 0.6999869668438805 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668438805 0.250079233199358 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668438805 0.250079233199358 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" 0.8999869668436986 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" C5 CA-1 sd1/4":1@5 4@10,rto@25,c/ext 5 0.1300000000010186 2ø1/2" 2ø3/8" 2Ø1/2" 2Ø3/8" \A1;2.70 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.70 \A1;.30 \A1;.30 \A1;.50 \A1;.60 \A1;.60 \A1;.15 \A1;.70 \A1;.30 \A1;.50 \A1;.70 \A1;.30 \A1;.30 \A1;.60 \A1;.70 \A1;.30 \A1;.60 \A1;.70 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999999545 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.30 NFZ= -1.20 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.5999999999996817 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.3000000000001819 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.5999999999996817 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 4-4 0.6999999999995908 0.1500000000000909 +0.15 0.1500000000000909 +0.15 \A1;.30 \A1;.50 CORTES VIGAS DE CIMENTACION ESCALA 1/25 8 Ø 5/8" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x50) 0.29994934642923 0.4999999999995453 \A1;1.95 \A1;.95 \A1;.95 \A1;.95 \A1;.49 \A1;.95 \A1;.95 \A1;.59 \A1;3.34 \A1;.12 \A1;.51 \A1;.95 \A1;6.80 \A1;1.95 \A1;.50 \A1;6.30 \A1;.50 \A1;1.00 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.78 \A1;.63 \A1;.82 \A1;1.06 \A1;1.02 \A1;.84 \A1;.61 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.67 \A1;.63 \A1;.63 \A1;1.07 \A1;2.00 Cobertura Teja Andina (1.14x0.72m) 6.800000000000181 1.949999999999363 0.5 6.300000000000181 0.5000000000004547 -1.0 5 0.9985901004852166 0.9985905578107576 0.9985895799945864 0.7762268034264252 ESCALA 1:25 0.6306651870149836 0.8225302586786256 1.061376622424404 1.015445540854443 0.8408379626721398 0.6139247355592943 CORREA TUBO LAC 40 x 60 x2 mm 40x60x2 mm DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm TUBO LAC 2"x4"x2.5 mm BRIDA INFERIOR DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm 5 5 5 5 5 5 TIJERAL TM-4 0.632804554306631 0.6328045543061763 1.071987206608355 1.999999999999545 Cumbrera teja andina articulada \A1;40 mm \A1;60 mm \A1;4" 5 5 2 pernos de Fijacion de d3/8" x 2 1/2 " DE CORREAS A TIJERAL ESCALA 1:10 DETALLE DE FIJACION 5 Elemento Tijeral de Tubo LAC Pernos de 3/8"x3" pasantes con arandela y tuerca Columna Viga Pernos de 3/8"x4" pasantes con arandela y tuerca Plancha de Acero de 3/16" CORTE EN COLUMNAS ESCALA 1:10 DETALLE DE ANCLAJE EN escuadra de acero 3/16"x2"x4" union por soldadura 6011 CORREA TUBO LAC 40 x 60 x2 mm TUBO LAC 2"x4"x2.5 mm BRIDA SUPERIOR 2"x4"x2.5 mm \A1;1.80 \A1;1.80 \A1;4.50 \A1;2.70 \A1;0.15 \A1;4.50 \A1;0.15 \A1;1.95 \A1;1.53 \A1;1.53 \A1;0.25 \A1;0.20 \A1;1.80 \A1;0.50 \A1;0.20 \A1;.50 \A1;.20 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.70 \A1;.30 \A1;.30 \A1;.50 \A1;.60 \A1;.60 \A1;.15 \A1;.70 \A1;.30 \A1;.50 \A1;.70 \A1;.30 \A1;.30 \A1;.60 \A1;.70 \A1;.60 \A1;.70 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999999545 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.30 NFZ= -1.20 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.5999999999996817 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.3000000000001819 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.5999999999996817 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 4-4 0.6999999999995908 0.1500000000000909 +0.15 0.1500000000000909 +0.15 0.6000000000003638 ESC 1:25 5 5 0.5 PRIMER TRAMO 1d5/8"@0.30 m. 1d5/8"@0.30 m. 1d3/8"@0.20 m. 1d3/8"@0.30 m. 1d1/2"@0.40 m. 1d1/2"@0.40 m. 2d3/8"@0.40 m. 2-2(25x40) 5 ESC: 1/25 MOD. A-C y H 5 5 1.530000000000427 0.5 5 5 5 2d3/8"@0.40 m. 1d5/8"@0.30 m. 1d3/8"@0.30 m. 1d3/8"@0.40 m. 1d3/8"@0.30 m. 1d3/8"@0.20 m. 1d1/2"@0.40 m. 1d1/2"@0.40 m. 1-1(20x25) 2-2(25x40) 1d5/8"@0.30 m. NPT+2917.74 NPT+2919.30 ESC 1:25 SEGUNDO TRAMO 0.4999999999990905 1d5/8"@0.30 m. 1.799999999996998 5 4.499999999994543 0.1500000000000909 1.945966293651281 1.530000000000654 0.2499999999995452 0.2000000000002728 \A1;6.93 \A1;7.30 \A1;1.35 \A1;1.35 \A1;1.20 \A1;1.20 \A1;1.70 \A1;1.60 \A1;2.00 \A1;1.40 \A1;2.00 \A1;.70 \A1;3.13 \A1;.70 \A1;3.04 \A1;.90 \A1;3.58 \A1;.70 \A1;3.00 \A1;.70 \A1;1.83 \A1;1.84 \A1;1.70 \A1;4.70 \A1;1.83 \A1;2.10 \A1;2.08 \A1;3.58 \A1;1.90 \A1;1.95 \A1;4.50 \A1;2.68 \A1;1.06 \A1;3.13 \A1;1.20 \A1;1.00 \A1;1.25 \A1;4.17 \A1;3.85 \A1;4.15 \A1;4.28 \A1;1.42 \A1;2.35 \A1;8.48 \A1;7.30 \A1;1.15 \A1;1.50 \A1;1.50 \A1;.50 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.30 \A1;1.30 \A1;3.65 \A1;3.65 \A1;4.21 \A1;4.26 \A1;1.25 \A1;1.25 \A1;1.70 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.70 \A1;.30 \A1;.30 \A1;.50 \A1;.60 \A1;.60 \A1;.15 \A1;.70 \A1;.30 \A1;.50 \A1;.70 \A1;.30 \A1;.30 \A1;.60 \A1;.70 \A1;.30 \A1;.50 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999999545 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.30 NFZ= -1.20 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.5999999999996817 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.3000000000001819 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d8mm@.25 0.2999999999997271 d8mm@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 4-4 0.4999999999997727 0.1500000000000909 +0.15 0.1500000000000909 +0.15 \A1;bxt \A1;.30 \A1;.30 \A1;ESP.@.20 \A1;BxT (VER PLANTA) \A1;.10 \A1;0.60 \A1;0.10 \A1;ESP.@.10 \A1;.50 CORTES VIGAS DE CIMENTACION ESCALA 1/25 8 Ø 5/8"+2d1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x50) (25X50) 0.2999493464296847 0.5 2d1/2" \A1;1.15 \A1;1.15 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.30 \A1;1.70 \A1;1.30 \A1;1.70 \A1;1.15 \A1;1.15 \A1;.50 \A1;3.35 \A1;.70 \A1;3.37 \A1;.70 \A1;3.54 \A1;.50 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;2.50 \A1;2.20 \A1;2.15 \A1;2.00 \A1;6.30 \A1;2.70 \A1;1.80 \A1;2.00 \A1;2.15 \A1;2.67 \A1;2.90 \A1;2.90 \A1;bxt \A1;.30 \A1;.30 \A1;ESP.@.20 \A1;BxT (VER PLANTA) \A1;.10 \A1;0.60 \A1;0.10 \A1;ESP.@.10 \A1;.50 \A1;1.00 \A1;.50 \A1;3.32 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.50 \A1;.95 \A1;.95 \A1;1.00 \A1;1.00 \A1;.95 \A1;.95 \A1;.95 \A1;.55 \A1;18.66 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.07 \A1;4.39 \A1;3.65 \A1;3.65 \A1;.50 \A1;3.65 \A1;3.65 \A1;4.17 \A1;3.85 \A1;4.15 \A1;4.28 \A1;1.03 \A1;1.18 \A1;.55 \A1;.95 \A1;1.00 \A1;3.15 \A1;3.15 \A1;1.15 \A1;1.15 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.30 \A1;1.70 \A1;1.30 \A1;1.70 \A1;1.30 \A1;1.70 \A1;.50 \A1;3.46 \A1;.50 \A1;3.36 \A1;.70 \A1;3.47 \A1;.50 \A1;3.47 \A1;2.47 \A1;2.17 \A1;2.60 \A1;2.15 \A1;2.00 \A1;2.67 \A1;3.48 \A1;4.80 \A1;2.67 \A1;.64 \A1;3.46 \A1;2.90 \A1;2.90 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.25 \A1;4.21 \A1;3.96 \A1;4.07 \A1;4.20 \A1;12.66 \A1;4.20 \A1;0.15 \A1;4.05 \A1;4.07 \A1;4.24 \A1;0.15 \A1;1.95 \A1;1.80 \A1;12.66 \Q0;BIBLIOTECA \Q0;DEPOSITO DE LIBROS 1.00 2.92 1.50 V-2 1.00 2.80 1.50 V-4 0.50 2.80 1.00 V-15 0.50 2.90 2.00 V-16 0.50 2.86 2.00 V-17 1.00 1.11 1.50 V-5 -181.550030789389 -181.550030789389 -181.550030789389 -181.550030789389 -181.550030789389 -181.550030789389 -181.550030789389 -181.550030789389 \A1;2.37 \A1;2.39 \A1;2.59 \A1;2.29 \A1;1.74 \A1;3.37 \A1;3.35 \A1;1.15 \A1;1.15 \A1;.50 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;2.00 \A1;2.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;3.65 \A1;3.65 \A1;.50 \A1;.92 \A1;2.67 \A1;1.80 \A1;.50 \A1;1.25 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.30 \A1;1.70 \A1;1.30 \A1;1.70 \A1;.70 \A1;3.36 \A1;.50 \A1;1.73 \A1;3.39 \A1;2.61 \A1;1.25 \A1;1.25 \A1;4.01 \A1;1.80 \A1;1.80 \A1;1.20 \A1;1.40 \A1;1.30 \A1;1.70 \A1;.70 \A1;1.73 \A1;1.25 \A1;1.25 \A1;3.66 \A1;4.26 \A1;3.76 \A1;4.61 \A1;2.30 \A1;2.37 \A1;2.37 \A1;2.31 \A1;2.56 \A1;2.61 \A1;.50 \A1;.81 \A1;.75 \A1;1.95 \A1;1.95 \A1;2.90 \A1;.50 \A1;2.90 \A1;.50 \A1;1.00 \A1;3.65 \A1;3.65 \A1;.50 \A1;1.95 \A1;2.90 \A1;2.90 CORTES VIGAS DE CIMENTACION ESCALA 1/25 8 Ø 5/8"+2d1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x50) 0.2999493464296847 0.5 2d1/2" \A1;1.00 \A1;.50 \A1;3.54 \A1;.70 \A1;.70 \A1;4.05 \A1;1.03 \A1;.50 \A1;.95 \A1;.95 \A1;1.00 \A1;1.00 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.50 \A1;1.27 \A1;14.87 \A1;3.65 \A1;3.65 \A1;3.82 \A1;3.37 \A1;1.18 \A1;.55 \A1;.95 \A1;4.19 \A1;4.00 \A1;3.64 \A1;.29 \A1;1.12 \A1;1.95 \A1;1.95 \A1;1.00 \A1;1.70 \A1;1.10 \A1;1.10 \A1;1.35 \A1;1.35 \A1;1.20 \A1;1.00 \A1;1.70 \A1;1.20 \A1;4.50 \A1;.70 \A1;1.80 \A1;.93 \A1;.70 \A1;2.00 \A1;1.60 \A1;1.10 \A1;1.10 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;3.65 \A1;3.65 \A1;.70 \A1;3.41 \A1;2.70 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.90 \A1;.50 \A1;1.00 \A1;2.90 \A1;1.60 \A1;1.60 \A1;.15 \A1;4.50 \A1;1.80 \A1;.50 \A1;.20 \A1;R1.96 \A1;2.23 \A1;2.45 \A1;R2.53 \A1;1.91 \A1;2.56 \A1;1.00 \A1;1.15 \A1;1.15 \A1;1.20 \A1;1.20 \A1;.50 \A1;2.90 \A1;.25 \A1;3.15 \A1;.50 \A1;.50 \A1;3.54 \A1;.50 \A1;1.15 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.50 \A1;1.25 \A1;1.25 \A1;1.20 \A1;1.20 \A1;1.50 \A1;3.52 \A1;3.77 \A1;4.54 \A1;2.39 \A1;.50 \A1;1.89 \A1;1.50 \A1;1.15 \A1;4.22 \A1;3.24 \A1;3.78 \A1;.00 \A1;1.78 \A1;1.13 \A1;.80 \A1;1.79 \A1;.88 \A1;1.00 \A1;1.08 \A1;.95 \A1;3.78 \A1;3.35 \A1;1.78 \A1;3.54 \A1;1.36 \A1;5.84 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.09 \A1;1.00 \A1;.89 Cobertura Teja Andina (1.14x0.72m) 5 0.9985901004853304 0.9985905578104166 CORREA TUBO LAC 40 x 60 x2 mm 40x60x2 mm DIAGONAL TUBO LAC 2"x2"x2.5 mm TUBO LAC 2"x4"x2.5 mm BRIDA INFERIOR DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm 5 5 5 TIJERAL TM-4 Cumbrera teja andina articulada \A1;.70 E.A.U.V \A1;.15 \A1;.15 \A1;.50 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.50 \A1;.50 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 5,6 y 7 C2 C3 COLUMNETA C4 8Ø5/8" 0.4999869668436077 0.4999873992055655 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668443353 0.2500025728058972 0.250079233199358 0.2500359881669283 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² ESCALA 1/25 0.4999869668440624 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.4999869668440624 0.250079233199358 8Ø5/8" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 4d1/2" 4Ø5/8"+4Ø1/2" \A1;.15 \A1;.15 \A1;.25 \A1;.70 \A1;.25 \A1;.90 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.25 \A1;.25 \A1;.25 \A1;.13 \A1;.40 \A1;.70 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 0.1499999999068677 0.1502195280045271 1d1/4": 1@.05, 6@0.10,rto@.15 c/extr. f'c = 175 Kg/cm² 4Ø3/8" C1 NIVELES PRIMER PISO CUADRO DE COLUMNAS MODULO 2 C2 C3 COLUMNETA 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.3999999999068677 0.25 C4 8Ø1/2" 4Ø3/4"+10Ø5/8" 0.6999869668438805 0.6999873992056109 0.250079233199358 0.2500359881669283 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.8999869668441532 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 2d3/4" 2d3/4" ESCALA 1/25 SEGUNDO PISO 14Ø5/8" 0.6999869668438805 0.6999873992056109 0.250079233199358 0.2500359881669283 4d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 0.6999869668438805 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 10Ø5/8" 0.6999869668438805 0.250079233199358 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668438805 0.250079233199358 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 0.6999869668438805 0.250079233199358 1d1/2" 1d1/2" 8Ø5/8"+2Ø1/2" 2d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" 0.8999869668436986 0.2500025728056698 0.250079233199358 0.2500359881669283 3d3/8": 1@.05, 7@0.10,rto@.20 c/extr. f'c = 210 Kg/cm² 1d1/2" 1d1/2" 14Ø5/8"+2Ø1/2" C5 CA-1 sd1/4":1@5 4@10,rto@25,c/ext 5 0.1300000000010186 2ø1/2" 2ø3/8" 2Ø1/2" 2Ø3/8" \A1;1.70 \A1;1.25 \A1;.50 \A1;2.14 \A1;2.23 \A1;1.70 \A1;2.38 \A1;.60 \A1;1.82 \A1;1.63 \A1;1.25 \A1;2.60 \A1;.50 \A1;.38 \A1;.50 \A1;.50 \A1;2.39 \A1;.74 \A1;.72 \A1;1.85 \A1;.90 \A1;.50 \A1;.55 \A1;.44 \A1;2.17 \A1;2.86 \A1;2.37 \A1;1.83 \A1;4.80 \A1;1.83 \A1;1.73 \A1;1.83 \A1;1.00 \A1;.50 \A1;1.76 \A1;.70 \A1;.50 \A1;1.66 \A1;.31 \A1;.25 \A1;.65 \A1;.00 \A1;1.80 \A1;.60 \A1;.50 \A1;1.95 \A1;4.70 \A1;1.24 \A1;1.15 \A1;4.80 \A1;4.80 \A1;.60 \A1;.70 \A1;.15 \A1;6.80 \A1;6.80 \A1;3.14 \A1;6.30 \A1;4.05 \A1;2.85 \A1;2.91 \A1;2.90 \A1;2.90 \A1;.00 \A1;1.13 \A1;.65 \A1;2.90 \A1;3.20 \A1;2.60 \A1;2.60 \A1;3.05 \A1;3.05 \A1;.25 \A1;.50 \A1;.81 \A1;3.21 \A1;3.16 \A1;2.60 \A1;2.60 \A1;2.80 \A1;3.05 \A1;2.80 \A1;3.05 \A1;6.80 \A1;1.70 \A1;4.05 \A1;3.21 \A1;3.16 \A1;3.79 \A1;2.14 \A1;3.54 \A1;1.89 \A1;3.46 \A1;3.36 \A1;3.48 \A1;3.47 \A1;3.41 \A1;3.66 \A1;.00 \A1;.00 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.04 \A1;3.46 \A1;3.51 \A1;3.32 \A1;.00 \A1;3.68 \A1;3.40 \A1;2.90 \A1;2.90 \A1;2.90 \A1;.00 \A1;6.30 \A1;2.90 \A1;2.90 \A1;7.30 \A1;7.30 \A1;2.20 \A1;1.25 \A1;2.40 \A1;2.30 \A1;1.25 \A1;29.21 \A1;10.61 \A1;16.45 \A1;12.66 \A1;1.38 \A1;3.41 \A1;1.00 \A1;1.74 \A1;3.48 \A1;2.85 \A1;8.48 \A1;.00 \A1;5.13 \A1;5.86 \A1;4.96 \A1;.46 \A1;.65 \A1;.85 \A1;1.10 \A1;1.40 \A1;1.04 \A1;.74 \A1;.50 \A1;.28 \A1;.91 \A1;1.18 \A1;1.52 \A1;1.46 \A1;1.10 \A1;.82 \A1;.67 \A1;31.39 \A1;1.00 \A1;2.92 \A1;4.14 \A1;2.97 \A1;3.08 \A1;.00 \A1;.00 \A1;.00 \A1;.00 \A1;.00 \A1;.50 \A1;.28 \A1;.00 \A1;.50 \A1;.85 \A1;.60 \A1;.50 \A1;.55 \A1;.60 \A1;.50 \A1;.90 \A1;3.16 \A1;.70 \A1;3.16 \A1;2.00 \A1;1.40 \A1;2.00 \A1;1.40 \A1;1.35 \A1;1.35 \A1;1.35 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;2.31 \A1;2.31 \A1;2.37 \A1;2.37 \A1;2.26 \A1;2.26 \A1;1.86 \A1;1.96 \A1;2.07 \A1;2.07 \A1;2.01 \A1;1.91 \A1;1.70 \A1;1.82 \A1;1.63 \A1;1.95 \A1;1.70 \A1;6.80 \A1;4.50 \A1;4.50 \A1;3.11 \A1;.54 \A1;.83 \A1;3.22 \A1;.65 \A1;.79 \A1;3.16 \A1;.71 \A1;.70 \A1;2.80 \A1;2.80 \A1;2.60 \A1;2.60 \A1;.60 \A1;.70 \A1;6.80 \A1;.25 \A1;4.26 \A1;4.07 \A1;3.96 \A1;.70 \A1;.00 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;1.20 \A1;1.70 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.10 \A1;1.10 \A1;1.00 \A1;1.20 \A1;1.25 \A1;.00 \A1;1.25 \A1;1.00 \A1;3.65 \A1;.70 \A1;1.35 \A1;1.20 \A1;1.20 \A1;.00 \A1;1.70 \A1;1.70 \A1;1.25 \A1;1.82 \A1;1.63 \A1;.70 \A1;.25 \A1;.90 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.90 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.90 \A1;.90 \A1;.70 \A1;.25 \A1;.25 \A1;.25 \A1;.70 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;4.21 \A1;3.96 \A1;4.13 \A1;4.02 \A1;4.01 \A1;4.26 \A1;3.65 \A1;3.65 \A1;2.54 \A1;.89 \A1;1.80 \A1;1.93 \A1;2.15 \A1;2.50 \A1;2.46 \A1;3.74 \A1;2.02 \A1;.75 \A1;.85 \A1;3.65 \A1;2.65 \A1;3.49 \A1;1.10 \A1;1.35 \A1;.67 \A1;2.35 \A1;1.15 \A1;1.15 \A1;1.20 \A1;1.20 \A1;.50 \A1;2.90 \A1;.25 \A1;3.15 \A1;.50 \A1;.50 \A1;3.54 \A1;.50 \A1;1.15 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.15 \A1;1.50 \A1;1.25 \A1;1.25 \A1;1.20 \A1;1.20 \A1;1.50 \A1;3.52 \A1;3.77 \A1;4.54 \A1;2.39 \A1;.50 \A1;1.89 \A1;.50 \A1;2.39 \A1;.74 \A1;.72 \A1;1.85 \A1;.50 \A1;.25 \A1;.25 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;.25 \A1;1.35 \A1;1.35 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.70 \A1;1.60 \A1;2.00 \A1;1.40 \A1;2.00 \A1;1.00 \A1;1.25 \A1;.70 \A1;3.13 \A1;.70 \A1;3.04 \A1;.90 \A1;3.58 \A1;.70 \A1;3.00 \A1;.70 \A1;1.83 \A1;1.84 \A1;1.70 \A1;4.70 \A1;1.83 \A1;2.10 \A1;2.08 \A1;3.58 \A1;1.90 \A1;1.95 \A1;4.50 \A1;2.68 \A1;1.06 \A1;3.13 \A1;1.42 \A1;2.35 \A1;1.35 \A1;4.50 \A1;1.80 \A1;2.60 \A1;.70 \A1;2.60 \A1;.70 \A1;4.17 \A1;3.85 \A1;1.10 \A1;1.10 \A1;1.35 \A1;1.20 \A1;1.00 \A1;1.70 \A1;1.20 \A1;.93 \A1;2.00 \A1;1.60 \A1;1.10 \A1;1.10 \A1;3.65 \A1;.70 \A1;.50 \A1;2.14 \A1;2.23 \A1;1.70 \A1;2.38 \A1;1.95 \A1;4.70 \A1;6.30 \A1;2.60 \A1;2.60 \A1;3.05 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.90 \A1;.25 \A1;.70 \A1;4.05 \A1;4.38 \A1;3.84 \A1;4.18 \A1;3.65 \A1;3.65 \A1;4.29 \A1;2.64 \A1;3.77 \A1;3.52 \A1;3.65 \A1;3.65 \A1;4.61 \A1;4.26 \A1;4.01 \A1;4.07 \A1;4.08 \A1;4.00 \A1;4.17 \A1;3.65 \A1;3.65 \A1;4.39 \A1;4.07 \A1;4.20 \A1;.13 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.13 \A1;.30 \A1;.15 \A1;.15 \A1;.70 \A1;.30 \A1;.30 \A1;.50 \A1;.60 \A1;.60 \A1;.15 \A1;.70 \A1;.30 \A1;.50 \A1;.70 \A1;.30 \A1;.30 \A1;.60 \A1;.70 \A1;.60 \A1;.70 CORTES DE CIMENTACION ESCALA 1/25 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d3/8"@.20 0.2999999999999545 d3/8"@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 1-1 0.5 0.1500000000000909 NPT= +0.15 0.1499999999998636 5 0.599999999999909 NFSZ= -1.30 NFZ= -1.20 Tabique 0.1300000000001091 d3/8"@.25 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio 0.5999999999996817 C:H::1:10+30%P.G. TM 6" DETALLE DE MURO CON ZAPATA Ver en planta 0.1500000000000909 Zapata f'c= 210 Kg/cm2 0.1500000000000909 NPT= +0.15 NPT= +0.15 NFSC= -1.30 0.6999999999998181 0.3000000000001819 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" 2-2 0.5 0.1500000000000909 NPT= +0.15 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d3/8"@.20 0.2999999999997271 d3/8"@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Portante 3-3 0.5999999999996817 0.1500000000000909 NPT= +0.15 0.1499999999998636 NFSC= -1.30 0.1300000000001091 0.6999999999998181 0.3000000000001819 d3/8"mm@.20 0.5999999999996817 d3/8"@.20 Relleno compactado con material propio Cimiento Corrido C:H::1:10+30%P.G. TM 6" Sobrecimiento Armado f'c= 175 Kg/cm2 Tabique 4-4 0.6999999999995908 0.1500000000000909 +0.15 0.1500000000000909 +0.15 \A1;.35 \A1;2.00 \A1;.35 \A1;.20 \A1;1.00 \A1;2.90 \A1;2.70 \A1;1.00 \A1;2.90 0.3499999999999091 1.999999997160557 0.354473629829954 0.1999999999998181 6 Ø 5/8" Rto @ .20 c/ext 1 Ø 3/8": 1a.05, d3/8"@.20m P1 6 Ø 5/8" Rto @ .20 c/ext 1 Ø 3/8": 1a.05, d3/8"@.20m d3/8"1@.05, Rto@ .20 c/ext. \A1;1.00 \A1;1.00 \A1;0.50 \A1;4.50 \A1;1.95 \A1;1.80 \A1;0.15 \A1;0.15 \A1;1.53 \A1;0.25 \A1;0.20 5 5 2d3/8"@0.20 m. 1d1/2"@0.20 m. 1d3/8"@0.20 m. 1d3/8"@0.20 m. 1d3/8"@0.20 m. 1d3/8"@0.20 m. 1d1/2"@0.20 m. 1d1/2"@0.20 m. 1-1(20x25) 2-2(25x40) 1d1/2"@0.20 m. NPT+2917.74 NPT+2919.30 ESC 1:25 SEGUNDO TRAMO 0.4999999999990905 1d1/2"@0.20 m. 1.799999999996998 5 4.499999999994543 0.1500000000000909 1.945966293651281 1.530000000000654 0.2499999999995452 0.2000000000002728 \A1;0.60 \A1;1.30 \A1;1.00 \A1;0.50 \A1;0.45 \A1;1.80 \A1;2.70 \A1;1.53 \A1;0.50 \A1;0.20 0.6000000000003638 ESC 1:25 5 5 0.5 PRIMER TRAMO 1d1/2"@0.20 m. 1d1/2"@0.20 m. 1d3/8"@0.20 m. 1d3/8"@0.20 m. 1d1/2"@0.20 m. 1d1/2"@0.20 m. 2d3/8"@0.20 m. 2-2(25x40) 5 ESC: 1/25 MOD. A-C y H 5 5 1.530000000000427 0.5 5 \A1;.30 \A1;.50 CORTES VIGAS DE CIMENTACION ESCALA 1/25 10 Ø 5/8" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x50) 0.29994934642923 0.4999999999995453 \A1;.40 \A1;.25 \A1;.90 \A1;.80 \A1;.40 \A1;.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-100 (25X40) 0.6999784199954321 3.212437036554774 0.7000087065400749 3.212575835702181 0.9000000000230556 3.274915373926887 0.7000087915353106 3.274999999207922 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 0.7999999999999546 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.9000000001399256 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 0.8000000000001818 0.8024154563379396 0.7975758363768364 0.7999999999994998 0.8000000000006366 0.7975758361446879 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 3.16249992942653 0.7000000706200354 3.16250000114087 0.6999785861037254 6 7 0.7999999999997272 0.7999999999997272 0.7999999999997272 0.7999999999997272 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1-1 2-2 \A1;.40 \A1;.25 \A1;.90 \A1;.20 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-200 (25X40) 0.6999784199954321 3.212437036554774 0.7000087065400749 3.212575835702181 0.9000000000230556 3.274915373926887 0.7000087915353106 3.274999999207922 1 3d1/2" 3d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.9000000001399256 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3.16249992942653 0.7000000706200354 3.16250000114087 0.6999785861037254 6 7 1 1 1 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" \A1;.60 \A1;.25 \A1;.25 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.20 \A1;6.80 \A1;.25 \A1;1.95 \A1;1.70 \A1;1.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.50 \A1;1.70 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 0.2499618448157435 A 3d5/8" 3d5/8" d3/8",1@.05,10@.10,4@.15RTO@.20 EN C/EXT. 1 1 C 6.799992773381745 0.2499912654504897 1.950141663313388 d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. B 2d5/8" 3d5/8" 3d5/8" 2d5/8" 1.699999999999818 1.200030704062783 1.19998539703397 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 2d3/8" 2d3/8" 2 2 3 3 \W0.961755;\Q0;\T1;NPT. 0.6047672782617611 0.2513622291326101 0.2047672782618974 VP-101 (25X60) 0.5000000000002274 2d5/8" 1.699654118194985 2d5/8" 2 2 1-1 2-2 3-3 \A1;.40 \A1;.25 \A1;.50 \A1;.80 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.20 \A1;.50 \A1;3.32 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.90 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.20 \A1;.20 \A1;.25 \A1;3.15 \A1;.50 \A1;3.15 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;.20 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-100 (25X40) 0.4999784199953865 3.323126224904627 0.700008706773815 3.148138584148455 0.7000087281651304 3.676852690057103 0.5000000000006822 3.401852685914491 A 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 0.9043276010386307 2d1/2" 2d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 0.4999912207413218 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 0.7962857461159274 0.7968188985714733 0.8031723939093353 0.7999661851902147 0.9000250866674832 0.7956723982163112 0.7999999999997272 \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 2d1/2" C D \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 VP-101 (25X40) 0.24997475571422 3.149948405829491 0.5000000003722107 3.15005159452653 0.2499912076775672 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3 VP-102 (25X40) 0.4999784199953865 3.462496338471281 0.5000000003724381 3.512500000443878 0.4999999999995453 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. \W0.961755;\Q0;\T1;NPT. 0.4047672782617156 0.2513622291326101 0.2047672782618974 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1-1 2-2 \A1;.30 \A1;.50 CORTES VIGAS DE CIMENTACION ESCALA 1/25 6 Ø 5/8"+2d1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x50) 0.29994934642923 0.4999999999995453 2d1/2" \A1;.25 \A1;.50 CORTES VIGAS DE CIMENTACION ESCALA 1/25 6 Ø 5/8"+2d1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (25x50) 0.25 0.4999999999995453 2d1/2" \A1;.30 \A1;.50 CORTES VIGAS DE CIMENTACION ESCALA 1/25 5 Ø 5/8"+2d1/2" 7 @ .10, Rto @ .30 c/ext 1 Ø 3/8": 1a.05, VC-1 (30x50) 0.29994934642923 0.4999999999995453 2d1/2" \A1;.40 \A1;.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.40 \A1;.25 \A1;.90 \A1;.80 \A1;.20 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \A1;.20 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.40 \A1;.25 \A1;.90 \A1;.20 \A1;.70 \A1;3.21 \A1;.70 \A1;3.21 \A1;.90 \A1;3.27 \A1;.70 \A1;3.27 \A1;3.16 \A1;.70 \A1;3.16 \A1;.70 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;1.70 \A1;.60 \A1;.25 \A1;.25 \A1;1.70 \A1;1.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.50 \A1;.20 \A1;6.80 \A1;.25 \A1;1.95 \A1;1.95 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.63 \A1;1.06 \A1;1.02 \A1;.84 \A1;.61 \A1;.63 \A1;6.80 \A1;.50 \A1;6.30 \A1;.50 \A1;1.00 \A1;.78 \A1;.82 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.67 \A1;.63 \A1;1.07 \A1;2.00 \A1;.78 \A1;40 mm \A1;60 mm \A1;4" \A1;.50 \A1;.80 \A1;.25 \A1;.50 \A1;3.32 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.90 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.25 \A1;3.15 \A1;.50 \A1;3.15 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;.40 \A1;.25 \A1;.20 \A1;.40 \A1;.25 \A1;.20 \A1;.40 \A1;.25 \A1;.20 \A1;.40 \A1;.25 \A1;.20 \A1;1.95 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.63 \A1;1.06 \A1;1.02 \A1;.84 \A1;.61 \A1;.63 \A1;6.80 \A1;.50 \A1;6.30 \A1;.50 \A1;1.00 \A1;.78 \A1;.82 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.67 \A1;.63 \A1;1.07 \A1;2.00 \A1;1.09 \A1;1.00 \A1;1.00 \A1;1.09 \A1;1.00 \A1;.89 \A1;.40 \A1;.25 \A1;.50 \A1;.40 \A1;.25 \A1;.80 \A1;.40 \A1;.25 \A1;.25 \A1;.20 \A1;.50 \A1;3.32 \A1;.70 \A1;3.15 \A1;.70 \A1;3.68 \A1;.50 \A1;3.40 \A1;.90 \A1;.80 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.20 \A1;.25 \A1;3.15 \A1;.50 \A1;3.15 \A1;.50 \A1;3.46 \A1;.50 \A1;3.51 \A1;.50 \A1;.40 \A1;.25 \A1;.20 \A1;.30 \A1;.50 \A1;6.80 \A1;3.20 \A1;6.30 \A1;7.30 \A1;.30 \A1;.50 \A1;24.50 \A1;.15 \A1;1.40 \A1;2.30 \A1;2.50 \A1;2.30 \A1;2.50 \A1;2.30 \A1;1.40 \A1;1.83 \A1;.42 \A1;2.45 \A1;4.40 \A1;9.15 \A1;24.60 \A1;16.45 \A1;16.35 \A1;1.20 \A1;2.30 \A1;2.40 \A1;2.20 \A1;1.20 \A1;7.15 \A1;7.20 \A1;8.38 \A1;7.30 \A1;4.71 \A1;1.95 \A1;20.25 \A1;7.30 \A1;8.48 \A1;6.93 \A1;12.66 \A1;29.21 V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/50 ENERO 2012 DISEÑO: LAMINA: E-03 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: ENCOFRADO DE TECHOS MODULO A- C y H Y ESPECIFICACIONES TECNICAS GENERALES As =1/4@.20m DETALLE DE ALIGERADO TIPICO t ESC 1/10 .05 .15 .10 .30 .10 .10 .30 70 40 RI y RS 60 50 (cm) RI = REFUERZO INFERIOR VALORES DE "E" EN VIGAS 3/4" 1" 120 70 8mm y 3/8" Refuerzo d 5/8" 1/2" 40 RI (cm) 60 50 3/4" 5/8" 1/2" 170 95 55 RS 75 60 d VALORES DE "E" EN LOSAS Y ESCALERA Refuerzo VIGAS, LOSAS Y ESCALERAS 8mm y 3/8" UBICACION DE EMPALMES POR TRASLAPE PARA RS = REFUERZO SUPERIOR Nota: · Tener en cuenta que los detalles de anclaje de los tijerales son típicos, teniendo que acondicionarlos de acuerdo a cada tijeral, pero si considerar el mismo espesor de platina 3/8", números de pernos. · El Traslape de las planchas de teja andina debe ser de 0.14 m. · Para la fijación de las planchas de teja andina se recomienda usar tirafón TIPO GANCHO de 12", \U+03A6 = 6mm. · La perforación se hará con broca de acción manual o eléctrica de baja velocidad. · No clavar la plancha de teja andina. RS RI VIGA \A1;L/4 \A1;E ZONA DE EMPALME E \A1;L/3 \A1;L ZONA DE EMPALME 2 NOTAS: \A1;L/4 \A1;L/4 indicadas o con los porcentajes especifi- en un 30% o consultar al Proyectista. cados, aumentar la longitud de empalme En caso de no empalmarse en las zonas 1 No empalmar más del 50% del área total en una sección. \A1;L/4 EMPALMES POR TRASLAPE r r 12db 2.9 r (cm) 3/8" 0.21 Ø long.(m) 0.12 12db (m) RADIO MÍNIMO DE DOBLADO PARA BARRAS LONGITUD DE DESARROLLO PARA GANCHO ESTANDAR, EXTENSIÓN MÍNIMA. 5.7 4.8 5/8" 3/4" 0.35 0.42 0.23 0.20 0.15 1/2" 0.28 3.8 DESARROLLO LONGITUD DE a 45° RECUBRIMIENTO ESPECIFICADO r r 45° EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 1/4" d 6.5 1.3 a(cm.) r(cm.) 3/8" 1/2" 10.0 13.0 2.0 2.5 d DE COLUMNA, PLACA ó VIGA r r d DE COLUMNA, o PLACA 5/8" 16.0 3.2 f'c=210 kg/cm2 DESARROLLO CON GANCHO ESTANDAR DETALLE PARA ESTRIBOS Varilla a empalmar Varilla a empalmar 1" 1" Distancia libre mínima entre varillas rec rec y recubrimiento NOTA: La separación libre de refuerzo longitudinal entre 2 capas es de 1" La tolerancia máxima admisible en la colocación del refuerzo en capas será 0.5 cm estribo CONSIDERACIONES SISMORRESISTENTES MODULO A DESCRIPCION -NÚMERO DE PISOS DE DISEÑO: -SISTEMA ESTRUCTURAL XX: -SISTEMA ESTRUCTURAL YY: -PARAMETROS DE FUERZA SISMICA: -FACTOR DE ZONA (Z): -FACTOR DE USO (U): -FACTOR DE SUELO (S): -PERIODO (Tp): -COEFICIENTE DE REDUCCION (Rx): -COEFICIENTE DE REDUCCION (Ry): -MAXIMO DESPLAZAMIENTO (Dx): -MAXIMO DESPLAZAMIENTO (Dy): 2 Pisos 0.40 1.50 1.40 0.90 8.00 -JUNTAS SISMICAS (cm): 2.22cm 0.56cm 2.50cm Aporticado ESTIMACION DE LAS CONDICIONES DE CIMENTACION NO DETECTADA (USAR CEMENTO TIPO I) A LA CIMENTACIÓN : -TIPO DE CIMENTACIÓN: -PROFUNDIDAD DE CIMENTACIÓN: -PARÁMETROS DE DISEÑO DE CIMENTACIÓN: -ESTRATO DE APOYO DE CIMENTACIÓN -PRESIÓN ADMISIBLE: -FACTOR DE SEGURIDAD : 4.00 -ASENTAMIENTO DIFERENCIAL -AGRESIVIDAD DEL SUELO -1.30 m mínimo respecto al nivel de Falso Piso SC ZAPATAS AISLADAS, COMBINADAS, ZAPATAS AISLADAS CIMIENTOS CORRIDOS CONECTADAS Y CIMIENTOS CORRIDOS : 0.89 Kg/cm2 (-1.30m respecto al NFP.) : 0.74 Kg/cm2 (-1.10m respecto al NFP.) : 0.76 cm -PESO ESPECIFICO DEL SUELO : 1.59 gr/cm3 -ANGULO DE FRICCION INTERNO : 0° -COHESION DEL SUELO : 0.50 kg/cm2 Ing. José Huertas Polo Responsable: CIP: 34570 -S/C Pisos= 250 - 400 KG./m2. 6.SOBRECARGAS 3.RECUBRIMIENTOS f'c=210 Kg/cm2 1.CONCRETO ARMADO ESPECIFICACIONES GENERALES - CONCRETO - ACERO fy=4200 Kg/cm2 - MUROS EN CONTACTO CON AGUA O TERRENO 7.0 cm. - VIGAS PERALTADAS 4.0 cm. - COLUMNAS DE CONFINAMIENTO Y DE CERCO 2.5 cm. - ALIGERADOS, ESCALERAS Y VIGAS CHATAS 2.0 cm. 7.TERRENO CEMENTO:HORMIGON : : 1:10+30% P.G. 2.CONCRETO SIMPLE - CIMIENTO CORRIDO CEMENTO:HORMIGON : : 1:8+25% P.M. - SOBRECIMIENTO USAR CEMENTO TIPO I EN ESTRUCTURAS EN CONTACTO CON EL TERRENO. - SOLADO - ZAPATAS 7.5 cm. - VIGAS DE CIMENTACION 7.5 cm. -S/C Cobertura= 50 KG./m2. -Otras Cargas: Conforme a la Norma E020 y E030 del RNE - LADRILLO DE FABRICACION INDUSTRIAL 8.BLOQUE DE TECHO 30x30x15 -ACERO A-36 fy=2520 kg/cm2 -SOLDADURA : E-60XX 5.ACERO ESTRUCTURAL -PERNOS ASTM A307 4.ALBAÑILERIA 24cm x 13cm x 9cm Ladrillo Pandereta -TABIQUES, CERCOS CEMENTO:CAL:ARENA :: 1:0.5:4 -MORTERO EL CONSTRUCTOR DEBERA GARANTIZAR LA ESTABILIDAD DE LAS CONSTRUCCIONES ADYACENTES YA SEA POR MEDIO DE APUNTALAMIENTO U OTROS SISTEMAS ESPECIALMETE DISEÑADOS PARA TAL FIN. - COLUMNAS DE PORTICO 4.0 cm. USAR CEMENTO TIPO I EN ESTRUCTURAS DE 1º AL 2º PISO. NFP bxt d DE COL. (ELEVACION) (S/E) f'c=100 Kg/cm2. .30 .30 ESP.@.20 d ESPECIF. BxT (VER PLANTA) DETALLE DE ZAPATA TIPICA .10 0.60 0.10 ESP.@.10 Sub-Zapata NFP NTN NTN VARIABLE VARIABLE Le(m) 1.20 .65 .45 .55 .40 Le Le H/6 H 2H/3 H/6 1" 3/4" 1/2" 5/8" 3/8" d EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL COMO MAXIMO 50% DEL REFUERZO DIFERENTES PISOS Y EMPALMAR NOTA.- ALTERNAR LOS EMPALMES EN LEYENDA DE ELEMENTOS ESTRUCTURALES COLUMNA TABIQUE VIGAS DE CIMENTACION ZAPATAS Albañileria 6.00 f'c=100 Kg/cm2 24cm x 13cm x 9cm Ladrillo King Kong Industrial-f'm= 45kg/cm2 -MUROS PORTANTES f'b= 55kg/cm2 v'm=5.1kg/cm2. V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/50 ENERO-2012 DISEÑO: LAMINA: E-01 UBICACION: PROYECTO: DIBUJO: DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO PLANO: ESTRUCTURAS: CIMENTACION MODULO A, MODULO C MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES Y ESPECIFICACIONES TECNICAS GENERALES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/25 DISEÑO: LAMINA: E-02 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: DETALLES DE COLUMNAS, PLACAS CIMIENTOS CORRIDOS, V. CIMENTACION Y TIPICOS VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-2(25X40) VS-2(25X40) VS-2(25X40) VS-2(25X40) VP-101 (25X60) VP-101 (25X60) VP-101 (25X60) VP-101 (25X60) VP-101 (25X60) VP-101 (25X60) VP (25X40) VP (25X40) VP (25X40) VP (25X40) C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C4 C4 C4 C4 1d1/2" 5 5 1d3/8" 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ENCOFRADO DE TECHO 1° PISO ESC:1/50 s/c = 250/400 kg/m2 VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VP-200 (25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-2(25X40) VS-2(25X40) VS-2(25X40) VS-2(25X40) C1 C1 C1 C2 C2 C2 C2 C2 C3 C3 C3 C3 C4 C4 C4 C4 VP-200 (25X40) 5 5 5 5 5 5 5 5 5 5 5 1 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COBERTURA LIVIANA NPT. +5.50/+7.35 ESC:1/50 s/c = 50 kg/m2 TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL A B C 5 5 5 5 5 5 5 5 2 2 2 3 VS-1(25X40) VP-102 (25X40) VP-102 (25X40) VP-102 (25X40) VP-102 (25X40) C1 C1 C1 C1 C2 C2 C3 C3 VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) C 1 B A 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) 1 1 1 1 1 1 1 1 C1 C1 C2 C2 C2 C2 C3 C3 C3 1 1 1 1 A B C 1 3 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 5 5 5 5 COBERTURA LIVIANA COMEDOR COCINA NPT. +3.00/+4.40 ESC:1/50 s/c = 50 kg/m2 COBERTURA LIVIANA SSHH y DIRECCION NPT. +3.00/+4.40 ESC:1/50 s/c = 50 kg/m2 V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/50 DISEÑO: LAMINA: E-03 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: ENCOFRADO DE TECHOS MODULO F-B-I-G Y ESPECIFICACIONES TECNICAS GENERALES 70 40 RI y RS 60 50 (cm) RI = REFUERZO INFERIOR VALORES DE "E" EN VIGAS 3/4" 1" 120 70 8mm y 3/8" Refuerzo d 5/8" 1/2" 40 RI (cm) 60 50 3/4" 5/8" 1/2" 170 95 55 RS 75 60 d VALORES DE "E" EN LOSAS Y ESCALERA Refuerzo VIGAS, LOSAS Y ESCALERAS 8mm y 3/8" UBICACION DE EMPALMES POR TRASLAPE PARA RS = REFUERZO SUPERIOR V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: INDICADA DISEÑO: LAMINA: E-04 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: DETALLE LONGITUDINAL DE VIGAS CORTES TIPICOS Y DETALLE DE TIJERAL MODULO F, B, G, I, E RS RI VIGA \A1;L/4 \A1;E ZONA DE EMPALME E \A1;L/3 \A1;L ZONA DE EMPALME 2 NOTAS: \A1;L/4 \A1;L/4 indicadas o con los porcentajes especifi- en un 30% o consultar al Proyectista. cados, aumentar la longitud de empalme En caso de no empalmarse en las zonas 1 No empalmar más del 50% del área total en una sección. \A1;L/4 EMPALMES POR TRASLAPE r r 12db 2.9 r (cm) 3/8" 0.21 Ø long.(m) 0.12 12db (m) RADIO MÍNIMO DE DOBLADO PARA BARRAS LONGITUD DE DESARROLLO PARA GANCHO ESTANDAR, EXTENSIÓN MÍNIMA. 5.7 4.8 5/8" 3/4" 0.35 0.42 0.23 0.20 0.15 1/2" 0.28 3.8 DESARROLLO LONGITUD DE a 45° RECUBRIMIENTO ESPECIFICADO r r 45° EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 1/4" d 6.5 1.3 a(cm.) r(cm.) 3/8" 1/2" 10.0 13.0 2.0 2.5 d DE COLUMNA, PLACA ó VIGA r r d DE COLUMNA, o PLACA 5/8" 16.0 3.2 f'c=210 kg/cm2 DESARROLLO CON GANCHO ESTANDAR DETALLE PARA ESTRIBOS Varilla a empalmar Varilla a empalmar 1" 1" Distancia libre mínima entre varillas rec rec y recubrimiento NOTA: La separación libre de refuerzo longitudinal entre 2 capas es de 1" La tolerancia máxima admisible en la colocación del refuerzo en capas será 0.5 cm estribo CONSIDERACIONES SISMORRESISTENTES MODULO F DESCRIPCION -NÚMERO DE PISOS DE DISEÑO: -SISTEMA ESTRUCTURAL XX: -SISTEMA ESTRUCTURAL YY: -PARAMETROS DE FUERZA SISMICA: -FACTOR DE ZONA (Z): -FACTOR DE USO (U): -FACTOR DE SUELO (S): -PERIODO (Tp): -COEFICIENTE DE REDUCCION (Rx): -COEFICIENTE DE REDUCCION (Ry): -MAXIMO DESPLAZAMIENTO (Dx): -MAXIMO DESPLAZAMIENTO (Dy): 1 Piso 0.40 1.50 1.40 0.90 8.00 -JUNTAS SISMICAS (cm): 2.22 0.56 2.50cm -S/C Pisos= 250 - 400 KG./m2. 6.SOBRECARGAS 3.RECUBRIMIENTOS f'c=210 Kg/cm2 1.CONCRETO ARMADO ESPECIFICACIONES GENERALES - CONCRETO - ACERO fy=4200 Kg/cm2 - MUROS EN CONTACTO CON AGUA O TERRENO 7.0 cm. - VIGAS PERALTADAS 4.0 cm. - COLUMNAS DE CONFINAMIENTO Y DE CERCO 2.5 cm. - ALIGERADOS, ESCALERAS Y VIGAS CHATAS 2.0 cm. 7.TERRENO CEMENTO:HORMIGON : : 1:10+30% P.G. 2.CONCRETO SIMPLE - CIMIENTO CORRIDO CEMENTO:HORMIGON : : 1:8+25% P.M. - SOBRECIMIENTO USAR CEMENTO TIPO I EN ESTRUCTURAS EN CONTACTO CON EL TERRENO. - SOLADO - ZAPATAS 7.5 cm. - VIGAS DE CIMENTACION 7.5 cm. -S/C Cobertura= 50 KG./m2. -Otras Cargas: Conforme a la Norma E020 y E030 del RNE - LADRILLO DE FABRICACION INDUSTRIAL 8.BLOQUE DE TECHO 30x30x15 -ACERO A-36 fy=2520 kg/cm2 -SOLDADURA : E-60XX 5.ACERO ESTRUCTURAL -PERNOS ASTM A307 4.ALBAÑILERIA 24cm x 13cm x 9cm Ladrillo Pandereta -TABIQUES, CERCOS CEMENTO:CAL:ARENA :: 1:0.5:4 -MORTERO EL CONSTRUCTOR DEBERA GARANTIZAR LA ESTABILIDAD DE LAS CONSTRUCCIONES ADYACENTES YA SEA POR MEDIO DE APUNTALAMIENTO U OTROS SISTEMAS ESPECIALMETE DISEÑADOS PARA TAL FIN. - COLUMNAS DE PORTICO 4.0 cm. USAR CEMENTO TIPO I EN ESTRUCTURAS DE 1º AL 2º PISO. Le(m) 1.20 .65 .45 .55 .40 Le Le H/6 H 2H/3 H/6 1" 3/4" 1/2" 5/8" 3/8" d EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL COMO MAXIMO 50% DEL REFUERZO DIFERENTES PISOS Y EMPALMAR NOTA.- ALTERNAR LOS EMPALMES EN LEYENDA DE ELEMENTOS ESTRUCTURALES COLUMNA TABIQUE VIGAS DE CIMENTACION ZAPATAS 6.00 f'c=100 Kg/cm2 24cm x 13cm x 9cm Ladrillo King Kong Industrial-f'm= 45kg/cm2 -MUROS PORTANTES f'b= 55kg/cm2 v'm=5.1kg/cm2. V°B°: JEFE UNIDAD: REVISADO: ESCALA: 1/50 DISEÑO: LAMINA: E-01 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: CIMENTACION MODULO F - B, G, I , E Y ESPECIFICACIONES TECNICAS GENERALES Albañileria Aporticado MODULO B-G-I 1 Piso 0.40 1.50 1.40 0.90 2.20 0.89cm 2.50cm 6.00 Aporticado 8.00 Albañileria V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/25 DISEÑO: LAMINA: E-02 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: DETALLES DE COLUMNAS, PLACAS CIMIENTOS CORRIDOS, V. CIMENTACION Y TIPICOS MODULO F-B,G,I,E ESPECIFICACIONES TECNICAS PARA CERCO PERIMETRICO NOTAS 1.- Cuando el muro del cerco exceda de 2.40 de altura libre se debera colocar su respectiva viga de borde a ese nivel, y luego a la altura dada segun la pendiente del terreno. 3.RECUBRIMIENTOS f'c=175 Kg/cm2 1.CONCRETO ARMADO - CONCRETO - ACERO fy=4200 Kg/cm2 - COLUMNAS DE CONFINAMIENTO Y DE CERCO 2.0 cm. - VIGAS CHATAS 2.0 cm. CEMENTO:HORMIGON : : 1:10+30% P.G. 2.CONCRETO SIMPLE - CIMIENTO CORRIDO CEMENTO:HORMIGON : : 1:8+25% P.M. - SOBRECIMIENTO - SOLADO 4.ALBAÑILERIA CEMENTO:HORMIGON : : f'c= 100 kg/cm2 Ladrillo King Kong Industrial-f'm=65kg/cm2 f'b=145kg/cm2 v'm=8.1kg/cm2 24cm x 13cm x 9cm A A A A A A A A A A C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 NPT=+0.15 <> Cimiento C:H::1:10+30%P.G. Sobre-Cimiento C:H::1:8+25%P.M. 5 1-1 5 5 NFC - 1.00 tabique de 5 5 cerco perim. 5 4 Ø 3/8" 1 Ø 8mm: 1a.05, V-CP 5 6 @ .10, Rto @ .25 c/ext CUADRO DE COLUMNAS ESC 1/25 4Ø12mm d8mm: 1@.05, 6@0.10,rto@.25 c/extr. f'c = 175 Kg/cm² 5 5 C1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Piso Cemento Pulido Bruñado @ 1.00 N.V.T. Pend. % VEREDA DE CIRCULACION Junta Tipica Libre e=1" PORTAL 1 5 Junta Tipica Libre e=1" C2 C2 1 1 5 5 5 5 1 1 P1 P2 P1 2 2 3 3 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C3 C3 C3 C4 C4 C4 C4 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-2 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-2 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-2 H=0.60 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-1 H=0.60 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-1 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-3 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-3 H=0.60 5 5 5 Z-4 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-4 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 5 5 5 5 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-6 H=0.60 Z-6 H=0.60 Z-7 H=0.60 Z-7 H=0.60 VC-1 (30X50) VC-1 (30X50) VC-1 (30X50) 2 2 1 1 2 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 A B C 5 5 5 5 5 5 5 CIMENTACION MODULO C ESC:1/50 5 5 5 5 C-5 C-5 C-5 C-5 Z-1 Z-1 Z-2 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 Z-2 5 5 5 5 5 1d5/8"@0.20 1d5/8"@0.20 1 1 1 1 1 1 5 NACE ESCALERA P1 CA-1 9 8 D A 5 5 5 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C3 C3 C3 C4 C4 C4 C4 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 5/8" @ .15 inf. Ø 5/8" @ .18 inf. Z-2 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-2 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-2 H=0.60 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-1 H=0.60 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-1 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-3 H=0.60 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Z-3 H=0.60 5 5 5 Z-4 H=0.60 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 5 5 5 5 5 5 5 5 Z-4 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 5 5 5 5 5 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-6 H=0.60 Z-6 H=0.60 Z-7 H=0.60 Z-7 H=0.60 VC-1 (30X50) VC-1 (30X50) VC-1 (30X50) 2 2 1 1 2 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 A B C 5 5 5 5 5 5 5 CIMENTACION MODULO A ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-5 C-5 C-5 C-5 Z-1 Z-1 Z-2 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 Z-2 5 5 5 5 5 1d5/8"@0.20 1d5/8"@0.20 1 1 1 1 1 1 5 NACE ESCALERA P1 CA-1 9 8 D A 5 5 5 .50 5 5 FECHA: ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD FECHA: DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD 2 2 2 2 1 1 2 2 2 2 2 2 1d1/2" 1d1/2" C5 C5 C5 C5 P1 2 3 5 CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm TIJERAL PRINCIPAL TIJERAL PRINCIPAL 5 5 5 5 5 5 5 5 5 NPT. +6.05 5 5 CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm LEYENDA DE NIVELES : NPT = NIVEL DE PISO TERMINADO NV = NIVEL DE VEREDA NFSZ = NIVEL DE FONDO DE SUBZAPATA NFSC = NIVEL DE FONDO DE CIMIENTO NFFC = NIVEL DE FONDO DE FALSO CIMIENTO 5 5 5 5 DETALLE DE ESCALERA TIPICA 5 5 DIRECCION - SSHH PRIMARIA Y SECUNDARIA 5 5 5 5 5 5 5 5 5 5 5 5 VC-1 (25X50) 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 3 3 3 3 3 3 E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 CIMENTACION MODULO H ESC:1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 5 5 5 5 C1 C1 C1 C1 C2 C2 C3 C3 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Z-1 H=0.60 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 1 1 2 2 1 1 1 1 3 3 3 3 3 3 3 3 VC-1 (25X50) Z-1 H=0.60 Z-2 H=0.60 Z-2 H=0.60 Z-2 H=0.60 Z-2 H=0.60 Z-3 H=0.60 Z-3 H=0.60 C B A 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 CIMENTACION MODULO F ESC:1/50 2 2 4 4 5 5 Z-5 H=0.60 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. ESTIMACION DE LAS CONDICIONES DE CIMENTACION NO DETECTADA (USAR CEMENTO TIPO I) A LA CIMENTACIÓN : -TIPO DE CIMENTACIÓN: -PROFUNDIDAD DE CIMENTACIÓN: -PARÁMETROS DE DISEÑO DE CIMENTACIÓN: -ESTRATO DE APOYO DE CIMENTACIÓN -PRESIÓN ADMISIBLE: -FACTOR DE SEGURIDAD : 4.00 -ASENTAMIENTO DIFERENCIAL -AGRESIVIDAD DEL SUELO -1.30 m mínimo respecto al nivel de Falso Piso SC ZAPATAS AISLADAS, COMBINADAS, ZAPATAS AHISLADAS CIMIENTOS CORRIDOS CONECTADAS Y CIMIENTOS CORRIDOS : 0.89 Kg/cm2 (-1.30m respecto al NFP.) : 0.74 Kg/cm2 (-1.10m respecto al NFP.) : 0.76 cm -PESO ESPECIFICO DEL SUELO : 1.59 gr/cm3 -ANGULO DE FRICCION INTERNO : 0° -COHESION DEL SUELO : 0.50 kg/cm2 Ing. José Huertas Polo Responsable: CIP: 34570 MODULO C 2 Pisos 0.40 1.50 1.40 0.90 8.00 2.22cm 0.56cm 2.50cm Aporticado Albañileria 6.00 ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD NFP bxt d DE COL. (ELEVACION) (S/E) f'c=100 Kg/cm2. .30 .30 ESP.@.20 d ESPECIF. BxT (VER PLANTA) DETALLE DE ZAPATA TIPICA .10 0.60 0.10 ESP.@.10 Sub-Zapata NFP NTN NTN VARIABLE VARIABLE .50 VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) VP-101 (25X40) VP-101 (25X40) C1 C1 C1 C1 C2 C2 C3 C3 C4 C4 C4 C4 E 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL 5 5 5 5 5 5 5 5 5 5 C3 5 COBERTURA LIVIANA MODULO H NPT. +3.00/+4.40 ESC:1/50 s/c = 50 kg/m2 V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/50 DISEÑO: LAMINA: E-03 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: ENCOFRADO DE TECHOS MODULO D y J Y ESPECIFICACIONES TECNICAS GENERALES 70 40 RI y RS 60 50 (cm) RI = REFUERZO INFERIOR VALORES DE "E" EN VIGAS 3/4" 1" 120 70 8mm y 3/8" Refuerzo d 5/8" 1/2" 40 RI (cm) 60 50 3/4" 5/8" 1/2" 170 95 55 RS 75 60 d VALORES DE "E" EN LOSAS Y ESCALERA Refuerzo VIGAS, LOSAS Y ESCALERAS 8mm y 3/8" UBICACION DE EMPALMES POR TRASLAPE PARA RS = REFUERZO SUPERIOR RS RI VIGA \A1;L/4 \A1;E ZONA DE EMPALME E \A1;L/3 \A1;L ZONA DE EMPALME 2 NOTAS: \A1;L/4 \A1;L/4 indicadas o con los porcentajes especifi- en un 30% o consultar al Proyectista. cados, aumentar la longitud de empalme En caso de no empalmarse en las zonas 1 No empalmar más del 50% del área total en una sección. \A1;L/4 EMPALMES POR TRASLAPE r r 12db 2.9 r (cm) 3/8" 0.21 Ø long.(m) 0.12 12db (m) RADIO MÍNIMO DE DOBLADO PARA BARRAS LONGITUD DE DESARROLLO PARA GANCHO ESTANDAR, EXTENSIÓN MÍNIMA. 5.7 4.8 5/8" 3/4" 0.35 0.42 0.23 0.20 0.15 1/2" 0.28 3.8 DESARROLLO LONGITUD DE a 45° RECUBRIMIENTO ESPECIFICADO r r 45° EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 1/4" d 6.5 1.3 a(cm.) r(cm.) 3/8" 1/2" 10.0 13.0 2.0 2.5 d DE COLUMNA, PLACA ó VIGA r r d DE COLUMNA, o PLACA 5/8" 16.0 3.2 f'c=210 kg/cm2 DESARROLLO CON GANCHO ESTANDAR DETALLE PARA ESTRIBOS Varilla a empalmar Varilla a empalmar 1" 1" Distancia libre mínima entre varillas rec rec y recubrimiento NOTA: La separación libre de refuerzo longitudinal entre 2 capas es de 1" La tolerancia máxima admisible en la colocación del refuerzo en capas será 0.5 cm estribo CONSIDERACIONES SISMORRESISTENTES MODULO F DESCRIPCION -NÚMERO DE PISOS DE DISEÑO: -SISTEMA ESTRUCTURAL XX: -SISTEMA ESTRUCTURAL YY: -PARAMETROS DE FUERZA SISMICA: -FACTOR DE ZONA (Z): -FACTOR DE USO (U): -FACTOR DE SUELO (S): -PERIODO (Tp): -COEFICIENTE DE REDUCCION (Rx): -COEFICIENTE DE REDUCCION (Ry): -MAXIMO DESPLAZAMIENTO (Dx): -MAXIMO DESPLAZAMIENTO (Dy): 1 Piso 0.40 1.50 1.40 0.90 8.00 -JUNTAS SISMICAS (cm): 2.22 0.56 2.50cm -S/C Pisos= 250 - 400 KG./m2. 6.SOBRECARGAS 3.RECUBRIMIENTOS f'c=210 Kg/cm2 1.CONCRETO ARMADO ESPECIFICACIONES GENERALES - CONCRETO - ACERO fy=4200 Kg/cm2 - MUROS EN CONTACTO CON AGUA O TERRENO 7.0 cm. - VIGAS PERALTADAS 4.0 cm. - COLUMNAS DE CONFINAMIENTO Y DE CERCO 2.5 cm. - ALIGERADOS, ESCALERAS Y VIGAS CHATAS 2.0 cm. 7.TERRENO CEMENTO:HORMIGON : : 1:10+30% P.G. 2.CONCRETO SIMPLE - CIMIENTO CORRIDO CEMENTO:HORMIGON : : 1:8+25% P.M. - SOBRECIMIENTO USAR CEMENTO TIPO I EN ESTRUCTURAS EN CONTACTO CON EL TERRENO. - SOLADO - ZAPATAS 7.5 cm. - VIGAS DE CIMENTACION 7.5 cm. -S/C Cobertura= 50 KG./m2. -Otras Cargas: Conforme a la Norma E020 y E030 del RNE - LADRILLO DE FABRICACION INDUSTRIAL 8.BLOQUE DE TECHO 30x30x15 -ACERO A-36 fy=2520 kg/cm2 -SOLDADURA : E-60XX 5.ACERO ESTRUCTURAL -PERNOS ASTM A307 4.ALBAÑILERIA 24cm x 13cm x 9cm Ladrillo Pandereta -TABIQUES, CERCOS CEMENTO:CAL:ARENA :: 1:0.5:4 -MORTERO EL CONSTRUCTOR DEBERA GARANTIZAR LA ESTABILIDAD DE LAS CONSTRUCCIONES ADYACENTES YA SEA POR MEDIO DE APUNTALAMIENTO U OTROS SISTEMAS ESPECIALMETE DISEÑADOS PARA TAL FIN. - COLUMNAS DE PORTICO 4.0 cm. USAR CEMENTO TIPO I EN ESTRUCTURAS DE 1º AL 2º PISO. Le(m) 1.20 .65 .45 .55 .40 Le Le H/6 H 2H/3 H/6 1" 3/4" 1/2" 5/8" 3/8" d EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL COMO MAXIMO 50% DEL REFUERZO DIFERENTES PISOS Y EMPALMAR NOTA.- ALTERNAR LOS EMPALMES EN LEYENDA DE ELEMENTOS ESTRUCTURALES COLUMNA TABIQUE VIGAS DE CIMENTACION ZAPATAS 6.00 f'c=100 Kg/cm2 24cm x 13cm x 9cm Ladrillo King Kong Industrial-f'm= 45kg/cm2 -MUROS PORTANTES f'b= 55kg/cm2 v'm=5.1kg/cm2. V°B°: JEFE UNIDAD: REVISADO: ESCALA: 1/50 DISEÑO: LAMINA: E-01 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: CIMENTACION MODULO D - J Y ESPECIFICACIONES TECNICAS GENERALES Albañileria Aporticado MODULO B-G-I 1 Piso 0.40 1.50 1.40 0.90 2.20 0.89cm 2.50cm 6.00 Aporticado MODULO H 1 Piso 0.40 1.50 1.40 0.90 8.00 2.22 0.93cm 2.50cm Albañileria Aporticado Albañileria 8.00 6.00 V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/25 DISEÑO: LAMINA: E-02 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: DETALLES DE COLUMNAS, PLACAS CIMIENTOS CORRIDOS, V. CIMENTACION Y TIPICOS MODULO D y J 5 5 5 C1 C1 C1 C1 C2 C2 C4 C4 C4 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. VC-1 (25X50) 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 D C B A 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.60 Z-3 H=0.60 Z-3 H=0.60 Z-4 H=0.60 Z-4 H=0.60 5 5 5 5 5 5 5 5 5 5 5 5 ESTIMACION DE LAS CONDICIONES DE CIMENTACION NO DETECTADA (USAR CEMENTO TIPO I) A LA CIMENTACIÓN : -TIPO DE CIMENTACIÓN: -PROFUNDIDAD DE CIMENTACIÓN: -PARÁMETROS DE DISEÑO DE CIMENTACIÓN: -ESTRATO DE APOYO DE CIMENTACIÓN -PRESIÓN ADMISIBLE: -FACTOR DE SEGURIDAD : 4.00 -ASENTAMIENTO DIFERENCIAL -AGRESIVIDAD DEL SUELO -1.30 m mínimo respecto al nivel de Falso Piso SC ZAPATAS AISLADAS, COMBINADAS, ZAPATAS AHISLADAS CIMIENTOS CORRIDOS CONECTADAS Y CIMIENTOS CORRIDOS : 0.89 Kg/cm2 (-1.30m respecto al NFP.) : 0.74 Kg/cm2 (-1.10m respecto al NFP.) : 0.76 cm -PESO ESPECIFICO DEL SUELO : 1.59 gr/cm3 -ANGULO DE FRICCION INTERNO : 0° -COHESION DEL SUELO : 0.50 kg/cm2 Ing. José Huertas Polo Responsable: CIP: 34570 ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD NFP bxt d DE COL. (ELEVACION) (S/E) f'c=100 Kg/cm2. .30 .30 ESP.@.20 d ESPECIF. BxT (VER PLANTA) DETALLE DE ZAPATA TIPICA .10 0.60 0.10 ESP.@.10 Sub-Zapata NFP NTN NTN VARIABLE VARIABLE .50 COMEDOR COCINA SALA DE COMPUTO CIMENTACION TIPICA MODULO B-G-I C1 C1 C2 C3 C4 C4 C3 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. VC-1 (25X50) 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 3 3 3 3 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.60 Z-3 H=0.60 Z-3 H=0.60 Z-3 H=0.60 Z-4 H=0.60 Z-4 H=0.60 Z-4 H=0.60 Z-5 H=0.60 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 5 5 C4 1 1 5 5 VC-1 (25X50) 5 5 Nota: · Tener en cuenta que los detalles de anclaje de los tijerales son típicos, teniendo que acondicionarlos de acuerdo a cada tijeral, pero si considerar el mismo espesor de platina 3/8", números de pernos. · El Traslape de las planchas de teja andina debe ser de 0.14 m. · Para la fijación de las planchas de teja andina se recomienda usar tirafón TIPO GANCHO de 12", \U+03A6 = 6mm. · La perforación se hará con broca de acción manual o eléctrica de baja velocidad. · No clavar la plancha de teja andina. Nota: · Tener en cuenta que los detalles de anclaje de los tijerales son típicos, teniendo que acondicionarlos de acuerdo a cada tijeral, pero si considerar el mismo espesor de platina 3/8", números de pernos. · El Traslape de las planchas de teja andina debe ser de 0.14 m. · Para la fijación de las planchas de teja andina se recomienda usar tirafón TIPO GANCHO de 12", \U+03A6 = 6mm. · La perforación se hará con broca de acción manual o eléctrica de baja velocidad. · No clavar la plancha de teja andina. 5 5 5 MODULO E C1 C1 C2 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 3 3 3 3 H 5 1 2 5 5 5 5 5 5 5 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.60 5 5 G 5 5 1 1 1 1 5 5 C3 5 C3 C4 C4 C3 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 1 1 1 1 F E 5 5 5 5 Z-3 H=0.60 Z-3 H=0.60 Z-4 H=0.60 Z-4 H=0.60 Z-5 H=0.60 4 4 5 5 5 4 4 5 VC-1 (25X50) VC-1 (25X50) 5 5 C4 C4 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 Z-3 H=0.60 Z-4 H=0.60 Z-5 H=0.60 4 4 5 4 4 5 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VS-1(25X40) VS-1(25X40) VP-101 (25X40) VP-101 (25X40) C3 C3 C1 C1 C2 C4 C3 C3 C4 E 1 2 3 5 5 5 5 5 5 5 5 D C B A TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL 5 COBERTURA LIVIANA MODULO D ESC:1/50 s/c = 50 kg/m2 5 5 CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm C4 C4 C3 C4 C4 VP-101 (25X40) VP-101 (25X40) VP-101 (25X40) VP-101 (25X40) VS-1(25X40) VS-1(25X40) TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) H G F CIMENTACION MODULO D ESC:1/50 AULAS DE INICIAL CIMENTACION MODULO J ESC:1/50 BIBLIOTECA VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VP-100 (25X40) VS-1(25X40) VS-1(25X40) VS-1(25X40) C1 C1 C1 C1 C2 C2 C4 C4 C4 C4 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COBERTURA LIVIANA MODULO J ESC:1/50 s/c = 50 kg/m2 5 CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm D C B A 5 5 1 2 3 CORREA TUBO LAC 40 x 60 x2 mm 5 C1 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 5 C1 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 C1 C1 C3 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. C4 C4 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 C2 C2 Ø 5/8" @ .15 inf. Ø 5/8" @ .15 inf. 5 C2 Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. C2 Ø 5/8" @ .15 inf. Ø 5/8" @ .15 inf. Ø 5/8" @ .18 inf. Ø 5/8" @ .18 inf. 5 C3 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 5 5 VC-1 (25X50) Z-1 H=0.60 NFZ - 1.20 NFFZ-1.30 Z-4 H=0.60 Z-6 H=0.60 Z-3 H=0.60 Z-5 H=0.60 Z-7 H=0.60 5 5 Z-2 H=0.60 Z-5 H=0.60 Z-2 H=0.60 Z-5 H=0.60 Z-1 H=0.60 Z-4 H=0.60 Z-6 H=0.60 5 5 1 2 3 5 5 5 5 5 5 5 3 C-5 C-5 C-5 C-5 Z-1 Z-1 Z-2 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 Z-2 5 5 5 5 5 1d5/8"@0.20 1d5/8"@0.20 1 1 1 1 1 5 NACE ESCALERA P1 CA-1 5 5 G F 4 3 5 5 5 5 5 5 5 5 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 Y MODULO H 5 5 5 5 5 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. C1 C1 C2 C2 C2 C2 C3 C3 C3 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 Z-4 H=0.60 5 Ø 1/2" @ .18 inf. 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 5 5 5 Ø 1/2" @ .18 inf. Z-5 H=0.60 Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .18 inf. Ø 1/2" @ .18 inf. 5 5 Ø 1/2" @ .18 inf. 5 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.60 Z-2 H=0.60 Z-4 H=0.60 Z-3 H=0.60 Z-3 H=0.60 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 4 4 4 4 2 2 4 4 4 4 2 2 A B C 5 5 5 5 5 5 5 1 3 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL 5 5 5 COBERTURA LIVIANA SSHH INICIAL ESC:1/50 s/c = 50 kg/m2 SSHH INICIAL (IX) (X) (XI) (I) (II) (III) (V) (VI) (VII) (VIII) C1 C1 C1 C1 C2 C2 C2 C2 CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm CORREA TUBO LAC 40 x 60 x2 mm TIJERAL PRINCIPAL TIJERAL PRINCIPAL TIJERAL PRINCIPAL V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: 1/25 DISEÑO: LAMINA: E-04 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: DETALLE LONGITUDINAL DE VIGAS CORTES TIPICOS Y DETALLE DE TIJERAL MODULO D - J ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD (XII) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 5 5 2 2 5 5 2 2 5 5 5 5 5 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 Z-1 H=0.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C3 C3 5 C2 C3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C3 C3 C3 C4 C4 C4 C4 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-2 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-2 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-2 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-1 H=0.60 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-1 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-3 H=0.60 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-3 H=0.60 5 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 5 5 5 5 5 Z-4 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 Z-5 H=0.60 5 5 5 5 5 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Z-6 H=0.60 Z-6 H=0.60 Z-7 H=0.60 Z-7 H=0.60 VC-1 (30X50) VC-1 (30X50) VC-1 (30X50) 2 2 1 1 2 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 4 4 4 4 4 4 4 4 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 5 5 5 5 5 5 5 5 C1 C1 C2 C2 C2 C2 C3 C3 C3 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 Z-4 H=0.60 5 Ø 1/2" @ .20 inf. 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 5 5 5 5 Ø 1/2" @ .20 inf. Z-5 H=0.60 Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .20 inf. Ø 1/2" @ .20 inf. 5 5 Ø 1/2" @ .20 inf. 5 Z-1 H=0.60 Z-1 H=0.60 Z-2 H=0.60 Z-2 H=0.60 Z-4 H=0.60 Z-3 H=0.60 Z-3 H=0.60 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 4 4 4 4 2 2 4 4 4 4 2 2 A B C 5 5 5 5 5 5 5 1 3 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 5 5 5 5 5 5 5 5 5 CIMENTACION MODULO AyC 5 5 5 5 5 5 5 5 5 5 5 5 VC-1 (25X50) 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 3 3 3 3 3 3 E D C B A 5 5 5 5 5 5 5 5 5 5 5 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 5 5 C1 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 C1 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 C1 C1 C3 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. C4 C4 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 C2 C2 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 C2 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. C2 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 C3 Ø 1/2" @ .15 inf. Ø 1/2" @ .15 inf. 5 5 VC-1 (25X50) Z-1 H=0.60 NFZ - 1.20 NFFZ-1.30 Z-4 H=0.60 Z-6 H=0.60 Z-3 H=0.60 Z-5 H=0.60 Z-7 H=0.60 5 5 Z-2 H=0.60 Z-5 H=0.60 Z-2 H=0.60 Z-5 H=0.60 Z-1 H=0.60 Z-4 H=0.60 Z-6 H=0.60 5 5 1 2 3 5 5 5 5 5 5 3 C-5 C-5 Z-1 Z-2 1d5/8"@0.20 1d5/8"@0.225 1 F NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 NFZ - 1.20 NFFZ-1.30 5 5 5 5 5 5 5 5 5 5 5 C2 C3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION MODULO H 2 NIVELES 5 5 5 5 CIMENTACION MODULO B,G,IyF CIMENTACION MODULO D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION MODULO J 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 1d5/8"@0.20 5 5 1d5/8"@0.20 1d5/8"@0.20 5 1d5/8"@0.20 5 5 1d5/8"@0.20 1d5/8"@0.20 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d5/8" 1d3/8" 1d3/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-100 (25X40) 5 5 5 5 5 5 5 5 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 5 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 5 5 5 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 5 5 5 5 6 7 5 5 5 5 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1-1 2-2 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-200 (25X40) 5 5 5 5 5 5 5 5 1 3d1/2" 3d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 2 3 4 5 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 5 5 5 5 6 7 1 1 1 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" \W0.961755;\Q0;\T1;NPT. 5 5 5 5 A 3d5/8" 3d5/8" d3/8",1@.05,10@.10,4@.15RTO@.20 EN C/EXT. 1 1 C 5 5 5 d3/8",1@.05,5@.10,RTO@.20 EN C/EXT. B 2d5/8" 3d5/8" 3d5/8" 2d5/8" 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 2d3/8" 2d3/8" 1 1 3 3 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-101 (25X60) 5 2d5/8" 5 2d5/8" 2 2 1-1 2-2 3-3 3d1/2" 3d1/2" 3d1/2" 3d1/2" 2d1/2" 3d1/2" 3d1/2" 3d5/8" 2d3/8" 3d5/8" 2d3/8" 3d5/8" 3d5/8" 2d3/8" 3d5/8" 3d5/8" 2d5/8" 2d5/8" Cobertura Teja Andina (1.14x0.72m) 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:25 5 5 5 5 5 5 CORREA TUBO LAC 40 x 60 x2 mm 40x60x2 mm DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm TUBO LAC 2"x4"x2.5 mm BRIDA INFERIOR DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm 5 5 5 5 5 5 TIJERAL TM-4 5 5 5 5 Cumbrera teja andina articulada 5 40 mm 60 mm 2 pernos de Fijacion de d3/8" x 2 1/2 " DE CORREAS A TIJERAL ESCALA 1:10 DETALLE DE FIJACION 4" Elemento Tijeral de Tubo LAC Pernos de 3/8"x3" pasantes con arandela y tuerca Columna Viga Pernos de 3/8"x4" pasantes con arandela y tuerca Plancha de Acero de 3/16" CORTE EN COLUMNAS ESCALA 1:10 DETALLE DE ANCLAJE EN escuadra de acero 3/16"x2"x4" union por soldadura 6011 CORREA TUBO LAC 40 x 60 x2 mm TUBO LAC 2"x4"x2.5 mm BRIDA SUPERIOR 2"x4"x2.5 mm V°B°: JEFE UNIDAD: REVISADO: ESCALA: FECHA: INDICADA DISEÑO: LAMINA: E-04 UBICACION: PROYECTO: DIBUJO: PLANO: ESTRUCTURAS: DETALLE LONGITUDINAL DE VIGAS CORTES TIPICOS Y DETALLE DE TIJERAL FECHA: ENERO-2012 DISTRITO: PROVINCIA: REGION: CASERIO: SURUVARA SANTIAGO DE CHUCO SANTIAGO DE CHUCO LA LIBERTAD MUNICIPALIDAD PROVINCIAL DE SANTIAGO DE CHUCO MEJORAMIENTO DEL SERVICIO EDUCATIVO EN LOS NIVELES INICIAL, PRIMARIA Y SECUNDARIA DE LA I.E. 80528 SURUVARA DISTRITO Y PROVINCIA DE SANTIAGO DE CHUCO REGION LA LIBERTAD (IV) VP-100 (25X40) 5 5 5 5 5 5 5 5 A 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 3d1/2" 5 2d1/2" 2d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 B E 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 5 5 5 5 5 5 2d1/2" C D VP-101 (25X40) 5 5 5 5 5 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3 VP-102 (25X40) 5 5 5 5 5 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1-1 \W0.961755;\Q0;\T1;NPT. 5 5 5 3d1/2" 3d1/2" \W0.961755;\Q0;\T1;NPT. 5 5 5 2-2 3d1/2" 3d1/2" 2d1/2" 1-1 \W0.961755;\Q0;\T1;NPT. 5 5 5 3d1/2" 3d1/2" 1-1 \W0.961755;\Q0;\T1;NPT. 5 5 5 3d1/2" 3d1/2" Cobertura Teja Andina (1.14x0.72m) 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:25 5 5 5 5 5 5 CORREA TUBO LAC 40 x 60 x2 mm 40x60x2 mm DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm TUBO LAC 2"x4"x2.5 mm BRIDA INFERIOR DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm 5 5 5 5 5 5 TIJERAL TM-4 5 5 5 5 Cumbrera teja andina articulada Cobertura Teja Andina (1.14x0.72m) 5 5 5 CORREA TUBO LAC 40 x 60 x2 mm 40x60x2 mm DIAGONAL TUBO LAC 2"x2"x2.5 mm TUBO LAC 2"x4"x2.5 mm BRIDA INFERIOR DIAGONAL TUBO LAC 2"x2"x2.5 mm MONTANTE TUBO LAC 2"x4"x2.5 mm 5 5 5 TIJERAL TM-4 Cumbrera teja andina articulada 1-1 \W0.961755;\Q0;\T1;NPT. 5 5 5 VP-100 (25X40) 5 5 5 5 5 5 5 5 A 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 5 1d1/2" 1d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 1 1 5 B H 1 1 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 5 5 5 5 \W0.961755;\Q0;\T1;NPT. 5 5 5 1d1/2" F G VP-101 (25X40) 5 5 5 5 5 1 2d1/2" 2d1/2" 2d1/2" 2d1/2" d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,8@.10,RTO@.20 EN C/EXT. 3 VP-102 (25X40) 5 5 5 5 5 1 3d1/2" 3d1/2" 3d1/2" 3d1/2" d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. 1 1 1 1 2 d3/8",1@.05,9@.10,RTO@.20 EN C/EXT. \W0.961755;\Q0;\T1;NPT. 5 5 5 3 C,D,E... 2d1/2" 2d1/2" 2 2 1-1 2-2 2d1/2" 3d1/2" \W0.961755;\Q0;\T1;NPT. 5 5 5 2d1/2" 2d1/2" 1-1 3d1/2" 3d1/2" 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 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Wood, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, beams, cimentacion, College, comprehensive, DETAIL, details, DWG, FOUNDATION, foundations, fundament, lightened, pile, plane, structures