Royal Building System DWG Detail for AutoCAD

Royal Building System DWG Detail for AutoCAD

Block residential building in the RBS system; includes details

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

dm wall reinforcement, roof tile detail, mezzanine detail, detail wall anchor in underlayment slab, detail anchor wall in subfloor beams, voussoirs, anchor detail ridge, ridge, global, ae, bd, diameter, minimum overlap table, bar no._, frame of steels, diagram, quantity, product, weight, location, shoe frame, type, reinforcement, shoe steel frame, subfloor beams, Andean tile, ridge anchor, columns, pedestals, mezzanine and deck joists, typical detail for, doubles bars, not to scale, of the bar, length of, embedment, hook, stabdard, element, face of

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 \A1;2.91 \A1;0.28 \A1;0.28 \A1;2.91 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;3.46 \A1;1.38 \A1;3.23 \A1;1.70 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;1.70 \A1;3.23 \A1;1.38 \A1;3.46 \A1;2.41 \A1;2.41 \A1;T \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.95 \A1;2.10 \A1;1.70 \A1;1.70 \A1;3.40 \A1;0.12 \A1;0.12 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.65 \A1;1.65 \A1;1.65 \A1;1.65 \A1;1.65 \A1;1.65 \A1;1.65 \A1;1.65 \A1;1.65 \A1;3.05 \A1;3.05 \A1;1.65 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.85 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.85 \A1;1.85 \A1;3.25 \A1;1.85 \A1;3.25 \A1;1.85 \A1;3.25 \A1;1.85 \A1;2.15 \A1;2.15 \A1;1.85 \A1;1.85 \A1;2.15 \A1;2.15 \A1;2.15 \A1;2.15 \A1;2.15 \A1;1.85 \A1;1.85 \A1;2.15 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;2.91 \A1;0.28 \A1;0.28 \A1;2.91 \A1;3.46 \A1;1.38 \A1;3.23 \A1;1.70 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;1.70 \A1;3.23 \A1;1.38 \A1;3.46 \A1;2.41 \A1;2.41 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;2.91 \A1;0.28 \A1;0.28 \A1;2.91 \A1;3.46 \A1;1.38 \A1;3.23 \A1;1.70 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;1.70 \A1;3.23 \A1;1.38 \A1;3.46 \A1;2.41 \A1;2.41 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;2.91 \A1;0.28 \A1;0.28 \A1;2.91 \A1;0.70 \A1;3.46 \A1;1.38 \A1;3.23 \A1;1.70 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;1.70 \A1;3.23 \A1;1.38 \A1;3.46 \A1;2.41 \A1;2.41 \A1;3.78 \A1;3.30 \A1;3.30 \A1;3.78 \A1;0.36 \A1;0.64 \A1;1.00 \A1;0.30 \A1;75mm \A1;50mm \A1;0.10 \A1;0.04 \A1;0.04 \A1;0.10 \A1;0.10 \A1;0.60 \A1;1.00 \A1;0.45 \A1;2.65 \A1;2.50 \A1;2.50 \A1;2.50 DETALLE ANCLAJE AN-2 VIGA CUBIERTA 0.10X0.25 MURO RBS 100mm FUNDIDO EN CONCRETO 5 REFUERZO MURO DM VIGA CUBIERTA 0.10X0.25 TEJA CUBIERTA RBS 64mm \A1;ANCLAJE 1d\S5#16;"@25cm DETALLE ENTREPISO EL STEEL DECK DEBERA APOYARSE AL MENOS 4cm REFUERZO MURO DM 5 MURO RBS 100mm FUNDIDO EN CONCRETO \A1;LOSA SOBRE STEEL \A1;DECK 2" CAL.20 \A1;e:15cm-PARRILLA \A1;1#4@11cm \A1;LOSA SOBRE STEEL \W2.14286; \A1;DECK 2" CAL.20 \W1.23810; \A1;e:15cm-PARRILLA \W6.47619; \A1;1#4@11cm VIGA ENTREPISO 0.10X0.25 REFUERZO MURO DM MURO RBS 100mm FUNDIDO EN CONCRETO 5 5 5 DETALLE ANCLAJE AN-1 TEJA CUBIERTA RBS 64mm MURO RBS 100mm FUNDIDO EN CONCRETO REFUERZO CULATAS 1#4@1.00 \A1;ANCLAJE 1d\S5#16;"@25cm DETALLE ANCLAJE MURO EN LOSA CONTRAPISO DETALLE ANCLAJE MURO EN VIGAS CONTRAPISO \W7.91201; MURO RBS 100mm \W4.16680; FUNDIDO EN CONCRETO REFUERZO MURO DM DOVELAS 50mm \W7.91201; MURO RBS 100mm \W4.16680; FUNDIDO EN CONCRETO LOSA CONTRAPISO e:0.12 75mm 5 5 5 5 REFUERZO MURO DM DOVELAS VIGAS DE CONTRAPISO 0.45X0.45 DETALLE ANCLAJE CUMBRERA TEJA TEJA CUBIERTA RBS 64mm CUBIERTA RBS 64mm TORNILLO AUTOROSCANTE @25cm TORNILLO AUTOROSCANTE @25cm \A1;ANCLAJE 1d\S5#16;"@25cm \A1;1#4@1.00 MURO RBS 64mm FUNDIDO EN CONCRETO CUMBRERA GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1b(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-2(0.30X0.30) VC-5(0.30X0.30) \W0.7;VC-5(0.30X0.30) VC-5(0.30X0.30) VC-3(0.30X0.30) \W0.7;VC-3(0.30X0.30) VC-3(0.30X0.30) VC-4(0.30X0.30) \W0.7;VC-4(0.30X0.30) VC-4(0.30X0.30) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) COLUMNA CT-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1b(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-2(0.30X0.30) VC-3(0.30X0.30) \W0.7;VC-3(0.30X0.30) VC-3(0.30X0.30) VC-4(0.30X0.30) \W0.7;VC-4(0.30X0.30) VC-4(0.30X0.30) PLANTA ESTRUCTURAL DE CIMIENTOS \H0.72x;\lN.E-1.00 ESC_1:50 PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) VC-1(0.30X0.30) VC-1(0.30X0.30) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-5(0.30X0.30) VC-3(0.30X0.30) VC-4(0.30X0.30) VC-3(0.30X0.30) VC-4(0.30X0.30) A B C D E A B C D E 1 2 3 4 6 1 2 3 4 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 7 5 5 4' 5 5 4' 5 5 5 5 VC-1a(0.30X0.30) COLUMNA CT-1(0.35X0.35) *NOTA: -EL PLANO DE CIMENTACÓN DEBERÁ SER AVALADO POR EL ESPECIALISTA EN FUNDACIONES. -CAPACIDAD PORTANTE= 12 T/M2. -CONCRETOS f'c= 24.5 MPa -Z.A.S=ALTA VC-1 N.E-1.00 Son 5 ESC 1:50 30 x 30 ESC 1:20 A B C D E 2#5 3.2/3.4 2#5 5.8 2#5 3.9 2#5 3.2/3.4 2#5 5.05/5.25 2#5 5.5 2#5 5.05/5.25 16 7.5 16 160#3-79(16x16) 30 30 9E#3@5 24E#3@10 9E#3@5 9E#3@5 20E#3@10 9E#3@5 9E#3@5 20E#3@10 9E#3@5 9E#3@5 24E#3@10 9E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 .61 .59 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 .60 .55 .56 VC-1b N.E-1.00 Son 2 ESC 1:50 30 x 30 ESC 1:20 A-E B-D 2#5 3.95/4.34 2#5 3.95/4.35 16 7.5 16 42#3-79(16x16) 30 30 9E#3@5 24E#3@10 9E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 VC-1a N.E-1.00 Son 2 ESC 1:50 30 x 30 ESC 1:20 B-D C 2#5 3.6/4 2#5 3.6/4 16 7.5 16 38#3-79(16x16) 30 30 9E#3@5 20E#3@10 9E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 VC-2 N.E-1.00 Es 1 ESC 1:50 30 x 30 ESC 1:20 B C D 2#5 2.85/3.05 2#5 4.7/4.9 2#5 4.7/4.9 2#5 2.85/3.05 16 7.5 16 76#3-79(16x16) 30 30 9E#3@5 20E#3@10 9E#3@5 9E#3@5 20E#3@10 9E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 .57 1.00 2.00 3.00 1.00 2.00 3.00 .57 VC-4 N.E-1.00 Son 2 ESC 1:50 30 x 30 ESC 1:20 2 3 4 5 6 7 2#5 5.8/6 2#5 5.5 2#5 3.85/4.05 2#5 2.7/2.9 2#5 5.1 2#5 2.5 2#5 5.4/5.6 16 7.5 16 160#3-79(16x16) 30 30 9E#3@5 18E#3@10 9E#3@5 9E#3@5 9E#3@5 9E#3@5 18E#3@10 9E#3@5 9E#3@5 22E#3@10 9E#3@5 9E#3@5 12E#3@10 9E#3@5 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .58 .55 .55 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .55 .58 VC-3 N.E-1.00 Son 2 ESC 1:50 30 x 30 ESC 1:20 1 2 3 4 5 6 7 2#5 3.1/3.3 2#5 5 2#5 5.5 2#5 3.8/4 2#5 4.4/4.6 2#5 5.2 2#5 5.8 2#5 2/2.2 16 7.5 16 182#3-79(16x16) 30 30 9E#3@5 4E#3@10 9E#3@5 9E#3@5 18E#3@10 9E#3@5 9E#3@5 9E#3@5 9E#3@5 18E#3@10 9E#3@5 9E#3@5 22E#3@10 9E#3@5 9E#3@5 12E#3@10 9E#3@5 1.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .57 .57 .55 1.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .57 .57 .55 VC-5 N.E-1.00 Es 1 ESC 1:50 30 x 30 ESC 1:20 1 2 3 4 4' 6 7 2#5 3.1/3.3 2#5 5 2#5 5.5 2#5 3.8/4 2#5 4.4/4.6 2#5 4.9 2#5 6 2#5 2.1/2.3 16 7.5 16 182#3-79(16x16) 30 30 9E#3@5 4E#3@10 9E#3@5 9E#3@5 18E#3@10 9E#3@5 9E#3@5 9E#3@5 9E#3@5 16E#3@10 9E#3@5 9E#3@5 24E#3@10 9E#3@5 9E#3@5 12E#3@10 9E#3@5 1.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .55 .56 .58 1.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .55 .56 .57 GANCHO 180º DIAMETRO B(cm) C(cm) # 3 6 6 # 4 8 7 # 5 10 7 # 6 12 8 # 7 14 9 # 8 16 10 C B #_ GANCHO 90º DIAMETRO B(cm) # 3 12 # 4 15 # 5 20 # 6 24 # 7 27 # 8 30 B #_ T TABLA DE TRASLAPOS MINIMOS BARRA NO._ BARRA NO._ BARRA NO._ T (MM) 4 500 5 800 6 950 8 175 CUADRO DE ACEROS VIGAS DE CIMIENTOS N.E-1.00 DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.16 H=0.16 G=0.075 B H LISTA DE BARRAS #3 1902 #3 0.79 841.4 [800 EN VC-1/N.E-1.00].[84 EN VC-1B/N.E-1.0 0].[76 EN VC-1A/N.E-1.00].[76 EN VC-2/N.E-1 .00].[320 EN VC-4/N.E-1.00].[364 EN VC-3/N. E-1.00].[182 EN VC-5/N.E-1.00]. PESO TOTAL BARRAS #3 =841.4448 KG 5.80 0.20 LISTA DE BARRAS #5 4 #5 6.00 37.2 [4 EN VC-4/N.E-1.00]. 6.00 2 #5 6.00 18.6 [2 EN VC-5/N.E-1.00]. 5.80 14 #5 5.80 126.0 [10 EN VC-1/N.E-1.00].[4 EN VC-3/N.E-1.00]. 5.40 0.20 4 #5 5.60 34.8 [4 EN VC-4/N.E-1.00]. 5.50 20 #5 5.50 170.7 [10 EN VC-1/N.E-1.00].[4 EN VC-4/N.E-1.00]. [4 EN VC-3/N.E-1.00].[2 EN VC-5/N.E-1.00]. 5.05 0.20 20 #5 5.25 163.0 [20 EN VC-1/N.E-1.00]. 5.20 4 #5 5.20 32.3 [4 EN VC-3/N.E-1.00]. 5.10 4 #5 5.10 31.7 [4 EN VC-4/N.E-1.00]. 5.00 6 #5 5.00 46.6 [4 EN VC-3/N.E-1.00].[2 EN VC-5/N.E-1.00]. 4.90 2 #5 4.90 15.2 [2 EN VC-5/N.E-1.00]. 4.70 0.20 4 #5 4.90 30.4 [4 EN VC-2/N.E-1.00]. 4.40 0.20 6 #5 4.60 42.8 [4 EN VC-3/N.E-1.00].[2 EN VC-5/N.E-1.00]. 3.95 0.20 0.20 4 #5 4.35 27.0 [4 EN VC-1B/N.E-1.00]. 3.94 0.20 0.20 4 #5 4.34 26.9 [4 EN VC-1B/N.E-1.00]. 3.85 0.20 4 #5 4.05 25.1 [4 EN VC-4/N.E-1.00]. 3.60 0.20 0.20 8 #5 4.00 49.7 [8 EN VC-1A/N.E-1.00]. 3.80 0.20 6 #5 4.00 37.2 [4 EN VC-3/N.E-1.00].[2 EN VC-5/N.E-1.00]. 3.90 10 #5 3.90 60.5 [10 EN VC-1/N.E-1.00]. 3.20 0.20 20 #5 3.40 105.5 [20 EN VC-1/N.E-1.00]. 3.10 0.20 6 #5 3.30 30.7 [4 EN VC-3/N.E-1.00].[2 EN VC-5/N.E-1.00]. 2.85 0.20 4 #5 3.05 18.9 [4 EN VC-2/N.E-1.00]. 2.70 0.20 4 #5 2.90 18.0 [4 EN VC-4/N.E-1.00]. 2.50 4 #5 2.50 15.5 [4 EN VC-4/N.E-1.00]. 2.10 0.20 2 #5 2.30 7.1 [2 EN VC-5/N.E-1.00]. 2.00 0.20 4 #5 2.20 13.7 [4 EN VC-3/N.E-1.00]. PESO TOTAL BARRAS #5 =1185.356 KG PESO TOTAL = 2026.8 KG 1 V-ARRANQUE 3 (0.30X0.35) 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 10 11 12 13 14 15 16 17 \Q13.00000;ANCLAJE AN-1 GUALDERA C8X13.75 \Q13.00000;ANCLAJE AN-1 \Q13.00000;ANCLAJE AN-2 \Q13.00000;ANCLAJE AN-2 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 GUALDERA C8X13.75 PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-2 PL 3/16" GUALDERA C8X13.75 PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" PASO T-1 PL 3/16" V-ARRANQUE 3 (0.30X0.35) Vta-15 (0.25X0.25) \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm \A1;BASTON CONECTOR #6 @0.61Mt \Q13.00000;ANCLAJE AN-1 \Q13.00000;ANCLAJE \Q13.00000;AN-2 \Q13;N.E 0.00 \Q13;N.E+3.40 5 5 C8X13.75 C8X13.75 5 V-ARRANQUE 3 (0.30X0.35) \A1;L2\S1#2;X1/4 \A1;2d1/2(B7) \A1;GUALDERA C8X13.75 \W0.75;PASO PT-1 EN LÁMINA 3/16 \A1;DETALLE ANCLAJE AN-1 0.12 VISTA SUPERIOR ESCALERA \H0.75x;\lESC_1:20 PERFIL ESCALERA \H0.75x;\lESC_1:20 0.12 4d3/4" PL1/2" \A1;GUALDERA C8X13.75 PASO T-1 PL 3/16" \A1;DETALLE ANCLAJE AN-2 VC-1a(0.30X0.30) PEDESTAL PD-1(0.35X0.35) 1.25m CUADRO DE ZAPATAS ACERO DE REFUERZO: FY=42_K/MM2. CONCRETO DE 3000PSI, RECUBRIMIENTO= 7.5CM ZT-1 TIPO L2 1.25m L1 L1 REFUERZO L2 0.30m P CANTIDAD 9 P REFUERZO 1#4@10cm (EN LOS 2 SENTIDOS) GANCHO ESTANDAR A 180° GANCHO ESTANDAR A 180° 1.65m ZT-2 1.65m 0.30m 4 1#4@14cm (EN LOS 2 SENTIDOS) 1.85m ZT-3 1.85m 0.30m 6 1#4@12cm (EN LOS 2 SENTIDOS) 2.15m ZT-4 2.15m 0.30m 4 1#4@10cm (EN LOS 2 SENTIDOS) 1.65m ZT-5 3.05m 0.30m 2 1#4@14cm (EN LOS 2 SENTIDOS) 1.85m ZT-6 3.25m 0.30m 3 1#4@12cm (EN LOS 2 SENTIDOS) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) 5 5 5 ZT-1 (1.25X1.25X0.3) ZT-1 (1.25X1.25X0.3) 5 5 5 ZT-1 (1.25X1.25X0.3) 5 5 5 ZT-1 (1.25X1.25X0.3) ZT-1 (1.25X1.25X0.3) 5 5 5 ZT-1 (1.25X1.25X0.3) 5 ZT-2 (1.65X1.65X0.3) 5 ZT-2 (1.65X1.65X0.3) 5 5 PEDESTAL PD-1(0.35X0.35) 5 ZT-2 (1.65X1.65X0.3) 5 ZT-2 (1.65X1.65X0.3) 5 5 5 ZT-5 (3.05X1.65X0.3) 5 5 ZT-5 (3.05X1.65X0.3) 5 5 ZT-3 (1.85X1.85X0.3) 5 5 ZT-3 (1.85X1.85X0.3) 5 5 ZT-3 (1.85X1.85X0.3) 5 5 ZT-1 (1.25X1.25X0.3) 5 ZT-1 (1.25X1.25X0.3) 5 COLUMNA CT-1(0.35X0.35) 5 5 ZT-1 (1.25X1.25X0.3) 5 5 ZT-3 (1.85X1.85X0.3) 5 ZT-6 (1.85X3.25X0.3) 5 PEDESTAL PD-1(0.35X0.35) 5 PEDESTAL PD-1(0.35X0.35) ZT-6 (1.85X3.25X0.3) 5 PEDESTAL PD-1(0.35X0.35) 5 PEDESTAL PD-1(0.35X0.35) ZT-6 (1.85X3.25X0.3) 5 PEDESTAL PD-1(0.35X0.35) 5 PEDESTAL PD-1(0.35X0.35) 5 5 ZT-4 (2.15X2.15X0.3) 5 5 ZT-3 (1.85X1.85X0.3) 5 5 5 5 5 ZT-4 (2.15X2.15X0.3) ZT-4 (2.15X2.15X0.3) 5 ZT-3 (1.85X1.85X0.3) 5 5 ZT-4 (2.15X2.15X0.3) CUADRO DE ACEROS ZAPATAS DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION 3.10 0.15 0.15 LISTA DE BARRAS #4 45 #4 3.40 152.1 2.90 0.15 0.15 24 #4 3.20 76.3 2.00 0.15 0.15 168 #4 2.30 384.1 1.70 0.15 0.15 261 #4 2.00 518.9 1.50 0.15 0.15 140 #4 1.80 250.5 1.10 0.15 0.15 216 #4 1.40 300.6 PESO TOTAL BARRAS #4 =1682.444 KG PESO TOTAL = 1682.444 KG [45 EN 45 EN ZAPATA ZT-6/15 EN CADA UNA, SON:3 ZT-6]. [24 EN 24 EN ZAPATA ZT-5/12 EN CADA UNA, SON:2 ZT-5]. [168 EN 168 EN ZAPATA ZT-4/42 EN CADA UNA , SON: 4 ZT-4]. [180 EN 180 EN ZAPATA ZT-3/ 30 EN CADA UN A, SON: 6 ZT-3].[81 EN 81 EN ZAPATA ZT-6/27 EN CADA UNA, SON:3 ZT-6]. [96 EN 96 EN ZAPATA ZT-2/24 EN CADA UNA, S ON: 4 ZT-2].[44 EN 44 EN ZAPATA ZT-5/22 EN CADA UNA, SON:2ZT5]. [216 EN 216 EN ZAPATA ZT-1/24 EN CADA UNA , SON:9 ZT-1]. PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) COLUMNA CT-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PLANTA ESTRUCTURAL CONTRAPISO \H0.72x;\lN.E+0.45 ESC_1:50 PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) A B C D E A B C D E 1 2 3 4 6 1 2 3 4 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 7 5 5 4' 5 5 4' 5 5 5 5 PEDESTAL PD-1(0.35X0.35) PEDESTAL \W0.7;PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) COLUMNA CT-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-2(0.45X0.45) VCP-2(0.45X0.45) VCP-2(0.45X0.45) VCP-2(0.45X0.45) VCP-3(0.45X0.45) VCP-4(0.45X0.45) VCP-4(0.45X0.45) VCP-3(0.45X0.45) VCP-5(0.45X0.45) VCP-5(0.45X0.45) VCP-5(0.45X0.45) VCP-5(0.45X0.45) VCP-6(0.30X0.45) VCP-6(0.30X0.45) VCP-7(0.45X0.45) VCP-7(0.45X0.45) VCP-7(0.45X0.45) VCP-7(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) \W3.00000; VCP-11 (0.15X0.60) 1 2 3 4 5 6 7 8 9 V-ARRANQUE 2 (0.30X0.35) 10 11 12 13 14 15 16 17 COLUMNA CT-1(0.35X0.35) VCP-8(0.45X0.45) VCP-7(0.45X0.45) VCP-7(0.45X0.45) VCP-7(0.45X0.45) VCP-7(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-9(0.30X0.45) VCP-9(0.30X0.45) VCP-10(0.30X0.45) VCP-10(0.30X0.45) V-ARRANQUE 1 (0.30X0.35) \W3.00000; VCP-11 (0.15X0.60) \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm \W5.83333; LOSA L1 e:12cm \W8.88095; REFUERZO EN PARRILLA \W5.04762; SENCILLA 1#3@14cm LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm PEDESTAL PD-1(0.35X0.35) 5 5 5 5 5 5 ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm VCP-1 N+0.45 Son 3 ESC 1:50 30 x 45 ESC 1:25 A B C D E 2#5 6/6.2 2#5 4 2#5 6/6.2 2#5 3/3.2 2#5 10 2#5 3/3.2 16 7.5 31 116#3-109(16x31) 30 45 10E#3@7.5 10E#3@17.5 10E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 10E#3@7.5 10E#3@17.5 10E#3@7.5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 1.00 2.00 3.00 .80 .80 1.00 2.00 3.00 1.00 2.00 1.00 2.00 1.00 2.00 3.00 .80 .80 VCP-2 N+0.45 Es 1 ESC 1:50 45 x 45 ESC 1:25 A B C D E 3#5 2.4/2.6 3#5 11.2 3#5 2.4/2.6 3#5 6.65/6.85 3#5 2.7 3#5 6.65/6.85 31 7.5 31 124#3-139(31x31) 45 45 10E#3@7.5 10E#3@17.5 10E#3@7.5 6E#3@7.5 6E#3@7.5 20E#3@7.5 20E#3@7.5 6E#3@7.5 6E#3@7.5 10E#3@7.5 10E#3@17.5 10E#3@7.5 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00 2.00 3.00 .81 .79 1.00 2.00 3.00 1.00 1.00 1.00 1.00 1.00 2.00 3.00 .80 .81 VCP-3 N+0.45 Son 2 ESC 1:50 45 x 45 ESC 1:25 A-E B-D 3#5 4/4.42 3#5 4/4.42 31 7.5 31 30#3-139(31x31) 45 45 10E#3@7.5 10E#3@17.5 10E#3@7.5 1.00 2.00 3.00 1.00 2.00 3.00 VCP-4 N+0.45 Es 1 ESC 1:50 45 x 45 ESC 1:25 B C D 3#5 6.85/7.25 3#5 6.85/7.25 31 7.5 31 64#3-139(31x31) 45 45 6E#3@7.5 6E#3@7.5 20E#3@7.5 20E#3@7.5 6E#3@7.5 6E#3@7.5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 VCP-6 N+0.45 Es 1 ESC 1:50 30 x 45 ESC 1:25 B C D 2#5 6.85/7.25 2#5 6.85/7.25 16 7.5 31 56#3-109(16x31) 30 45 10E#3@7.5 8E#3@17.5 10E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 1.00 2.00 1.00 2.00 1.00 2.00 1.00 2.00 VCP-5 N+0.45 Es 1 ESC 1:50 45 x 45 ESC 1:25 A B C D E 3#5 6/6.2 3#5 4 3#5 6/6.2 3#5 3/3.2 3#5 10 3#5 3/3.2 31 7.5 31 116#3-139(31x31) 45 45 10E#3@7.5 10E#3@17.5 10E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 10E#3@7.5 10E#3@17.5 10E#3@7.5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 1.00 2.00 3.00 .80 .81 1.00 2.00 3.00 1.00 2.00 1.00 2.00 1.00 2.00 3.00 .81 .79 VCP-10 N+0.45 Es 1 ESC 1:50 30 x 45 ESC 1:25 B C D 2#5 6.85/7.25 2#5 6.85/7.25 16 7.5 31 64#3-109(16x31) 30 45 6E#3@7.5 6E#3@7.5 20E#3@7.5 20E#3@7.5 6E#3@7.5 6E#3@7.5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 VCP-7 N+0.45 Son 2 ESC 1:50 45 x 45 ESC 1:25 2 3 4 5 6 7 3#5 6.75/6.95 3#5 7 3#5 1.8/2 3#5 2.3/2.5 3#5 8.2 3#5 5/5.2 31 7.5 31 116#3-139(31x31) 45 45 10E#3@7.5 8E#3@17.5 10E#3@7.5 6E#3@7.5 6E#3@7.5 10E#3@7.5 6E#3@17.5 10E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 10E#3@7.5 2E#3@17.5 10E#3@7.5 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .80 .81 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 .81 .84 VCP-8 N+0.45 Son 3 ESC 1:50 45 x 45 ESC 1:25 1 2 3 4 5 6 7 3#5 8.45/8.65 3#5 8/8.2 3#5 4.1/4.3 3#5 9 3#5 4.15/4.35 31 7.5 31 134#3-139(31x31) 45 45 8E#3@7.5 8E#3@7.5 10E#3@7.5 8E#3@17.5 10E#3@7.5 6E#3@7.5 6E#3@7.5 10E#3@7.5 6E#3@17.5 10E#3@7.5 4E#3@7.5 4E#3@7.5 10E#3@7.5 2E#3@17.5 10E#3@7.5 10E#3@7.5 2E#3@17.5 10E#3@7.5 1.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 2.00 .81 .82 1.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 2.00 .83 VCP-9 N+0.45 Son 2 ESC 1:50 30 x 45 ESC 1:25 5 6 2#5 3.7/4.1 2#5 3.7/4.1 16 7.5 31 30#3-109(16x31) 30 45 4E#3@7.5 4E#3@7.5 10E#3@7.5 2E#3@17.5 10E#3@7.5 1.00 2.00 1.00 2.00 VCP-11 N+0.45 Son 2 ESC 1:50 15 x 60 ESC 1:25 1 2#4 .85/1.14 2#4 .85/1.14 7.5 7.5 46 4#3-61 (46) 15 60 2E#3@12.5 2E#3@12.5 V-ARRANQUE1 N 0.00 Es 1 ESC 1:50 30 x 35 ESC 1:25 3#4 2.4/2.69 3#4 2.4/2.69 16 7.5 21 30#3-89(16x21) 30 35 11E#3@5 8E#3@12.5 11E#3@5 1.00 2.00 1.00 2.00 V-ARRANQUE 2 N 0.00 Es 1 ESC 1:50 30 x 35 ESC 1:25 3#4 .95/1.27 3#4 .95/1.27 16 7.5 21 18#3-89(16x21) 30 35 9E#3@5 9E#3@5 1.00 1.00 CUADRO DE ACEROS VIGAS CONTRAPISO DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.31 H=0.31 G=0.075 B H LISTA DE BARRAS #3 998 #3 1.39 776.8 [124 EN VCP-2/N+0.45].[60 EN VCP-3/N+0.45 ].[64 EN VCP-4/N+0.45].[116 EN VCP-5/N+0.4 5].[232 EN VCP-7/N+0.45].[402 EN VCP-8/N+ 0.45]. B=0.16 H=0.31 G=0.075 B H 528 #3 1.09 322.3 [348 EN VCP-1/N+0.45].[56 EN VCP-6/N+0.45 ].[64 EN VCP-10/N+0.45].[60 EN VCP-9/N+0.4 5]. B=0.16 H=0.21 G=0.075 B H 48 #3 0.89 23.9 [30 EN V-ARRANQUE1/N 0.00].[18 EN V-ARRA NQUE 2/N 0.00]. H=0.46 G=0.075 H 8 #3 0.61 2.7 [8 EN VCP-11/N+0.45]. PESO TOTAL BARRAS #3 =1125.79 KG 2.39 0.15 0.15 LISTA DE BARRAS #4 6 #4 2.69 16.0 [6 EN V-ARRANQUE1/N 0.00]. 0.97 0.15 0.15 6 #4 1.27 7.6 [6 EN V-ARRANQUE 2/N 0.00]. 0.84 0.15 0.15 8 #4 1.14 9.1 [8 EN VCP-11/N+0.45]. PESO TOTAL BARRAS #4 =32.68272 KG 11.20 LISTA DE BARRAS #5 3 #5 11.20 52.1 [3 EN VCP-2/N+0.45]. 10.00 9 #5 10.00 139.7 [6 EN VCP-1/N+0.45].[3 EN VCP-5/N+0.45]. 9.00 9 #5 9.00 125.7 [9 EN VCP-8/N+0.45]. 8.45 0.20 9 #5 8.65 120.8 [9 EN VCP-8/N+0.45]. 8.20 6 #5 8.20 76.4 [6 EN VCP-7/N+0.45]. 8.00 0.20 9 #5 8.20 114.5 [9 EN VCP-8/N+0.45]. 6.85 0.20 0.20 14 #5 7.25 157.5 [6 EN VCP-4/N+0.45].[4 EN VCP-6/N+0.45].[ 4 EN VCP-10/N+0.45]. 7.00 6 #5 7.00 65.2 [6 EN VCP-7/N+0.45]. 6.75 0.20 6 #5 6.95 64.7 [6 EN VCP-7/N+0.45]. 6.65 0.20 6 #5 6.85 63.8 [6 EN VCP-2/N+0.45]. 6.00 0.20 18 #5 6.20 173.2 [12 EN VCP-1/N+0.45].[6 EN VCP-5/N+0.45]. 5.00 0.20 6 #5 5.20 48.4 [6 EN VCP-7/N+0.45]. 4.02 0.20 0.20 12 #5 4.42 82.3 [12 EN VCP-3/N+0.45]. 4.15 0.20 9 #5 4.35 60.8 [9 EN VCP-8/N+0.45]. 4.10 0.20 9 #5 4.30 60.1 [9 EN VCP-8/N+0.45]. 3.70 0.20 0.20 8 #5 4.10 50.9 [8 EN VCP-9/N+0.45]. 4.00 9 #5 4.00 55.9 [6 EN VCP-1/N+0.45].[3 EN VCP-5/N+0.45]. 3.00 0.20 18 #5 3.20 89.4 [12 EN VCP-1/N+0.45].[6 EN VCP-5/N+0.45]. 2.70 3 #5 2.70 12.6 [3 EN VCP-2/N+0.45]. 2.40 0.20 6 #5 2.60 24.2 [6 EN VCP-2/N+0.45]. 2.30 0.20 6 #5 2.50 23.3 [6 EN VCP-7/N+0.45]. 1.80 0.20 6 #5 2.00 18.6 [6 EN VCP-7/N+0.45]. PESO TOTAL BARRAS #5 =1680.102 KG PESO TOTAL = 2838.575 KG PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL \W0.7;PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) PEDESTAL PD-1(0.35X0.35) DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-2 1#4@1.0 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-3 1#4@1.0 DM-2 1#4@1.0 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 PLANTA ESTRUCTURAL ENTREPISO \H0.72x;\lN.E+3.10 ESC_1:50 A B C D E A B C D E 1 2 3 4 6 1 2 3 4 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 7 5 5 4' 5 5 4' 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-11#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-4 1#7 DM-4 1#7 DM-4 1#7 DM-4 1#7 COLUMNA CT-1(0.35X0.35) COLUMNA CT-1(0.35X0.35) COLUMNA CT-1(0.35X0.35) Vta-1(0.1X0.25) Vta-1(0.1X0.25) Vta-2(0.1X0.25) Vta-2(0.1X0.25) Vta-2(0.1X0.25) Vta-2(0.1X0.25) Vta-3 (0.1X0.25) Vta-3 (0.1X0.25) Vta-3 (0.1X0.25) Vta-3 (0.1X0.25) Vta-4(0.1X0.25) Vta-5(0.1X0.25) Vta-6(0.1X0.25) Vta-7(0.1X0.25) Vta-4(0.1X0.25) Vta-5(0.1X0.25) Vta-6(0.1X0.25) Vta-7(0.1X0.25) Vta-8(0.1X0.25) Vta-9(0.1X0.25) Vta-8(0.1X0.25) Vta-9(0.1X0.25) Vta-8(0.1X0.25) Vta-8(0.1X0.25) Vta-9(0.1X0.25) Vta-9(0.1X0.25) Vta-10(0.1X0.25) Vta-10(0.1X0.25) Vta-10(0.1X0.25) Vta-10(0.1X0.25) Vta-11(0.25X0.25) Vta-11(0.25X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) \W4.92857; Vta-13 \W3.61905; (0.1X0.25) \W4.90476; Vta-14 \W3.61905; (0.1X0.25) Vta-14(0.1X0.25) \W4.90476; Vta-14 \W3.61905; (0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) Vta-13 (0.1X0.25) Vta-14 (0.1X0.25) Vta-14(0.1X0.25) Vta-14 (0.1X0.25) Vta-16(0.1X0.25) Vta-17(0.1X0.25) Vta-16(0.1X0.25) Vta-17(0.1X0.25) Vta-18 (0.1X0.25) Vta-18 (0.1X0.25) Vta-19(0.1X0.25) Vta-19(0.1X0.25) Vta-19(0.1X0.25) Vta-19(0.1X0.25) Vta-15(0.25X0.25) Vta-15(0.25X0.25) Vta-19(0.25X0.25) \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm \W0.48650; LOSA SOBRE STEEL \W0.48650; DECK 2" CAL.20 \W0.48650; e:15cm-PARRILLA \W0.48650; 1#4@11cm \W6.96429; \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \W8.41667; \A1;e:15cm-PARRILLA 1#4@11cm \W6.96429; \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \W8.41667; \A1;e:15cm-PARRILLA 1#4@11cm \W6.96429; \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \W8.41667; \A1;e:15cm-PARRILLA 1#4@11cm \W6.96429; \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \W8.41667; \A1;e:15cm-PARRILLA 1#4@11cm LOSA SOBRE STEEL DECK 2" CAL.20 e:15cm-PARRILLA 1#4@11cm \W0.48650; LOSA SOBRE STEEL \W0.48650; DECK 2" CAL.20 \W0.48650; e:15cm-PARRILLA \W0.48650; 1#4@11cm \W0.48650; LOSA SOBRE STEEL \W0.48650; DECK 2" CAL.20 \W0.48650; e:15cm-PARRILLA \W0.48650; 1#4@11cm \W6.96429; \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \W8.41667; \A1;e:15cm-PARRILLA 1#4@11cm ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm 5 ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm 5 5 ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm 5 ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm 5 5 ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm PLANTA ESTRUCTURAL CUBIERTA \H0.72x;\lESC_1:50 A B C D E A B C D E 1 2 3 4 6 1 2 3 4 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 7 5 5 4' 5 5 4' 5 5 5 5 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-11#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1/1#7 DM-1/1#7 DM-1/1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-4 1#7 DM-4 1#7 DM-4 1#7 DM-4 1#7 COLUMNA CT-1(0.35X0.35) COLUMNA CT-1(0.35X0.35) Vta-1(0.1X0.25) Vta-1(0.1X0.25) Vta-2(0.1X0.25) Vta-2(0.1X0.25) Vta-2(0.1X0.25) Vta-2(0.1X0.25) Vta-3 (0.1X0.25) Vta-3 (0.1X0.25) Vta-3 (0.1X0.25) Vta-3 (0.1X0.25) Vta-4(0.1X0.25) Vta-5(0.1X0.25) Vta-6(0.1X0.25) Vta-7(0.1X0.25) Vta-4(0.1X0.25) Vta-5(0.1X0.25) Vta-6(0.1X0.25) Vta-7(0.1X0.25) Vta-8(0.1X0.25) Vta-9(0.1X0.25) Vta-8(0.1X0.25) Vta-9(0.1X0.25) Vta-8(0.1X0.25) Vta-8(0.1X0.25) Vta-9(0.1X0.25) Vta-9(0.1X0.25) Vta-10(0.1X0.25) Vta-10(0.1X0.25) Vta-10(0.1X0.25) Vta-10(0.1X0.25) Vta-11(0.25X0.25) Vta-11(0.25X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) \W4.92857; Vta-13 \W3.61905; (0.1X0.25) \W4.90476; Vta-14 \W3.61905; (0.1X0.25) Vta-14(0.1X0.25) \W4.90476; Vta-14 \W3.61905; (0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-15(0.1X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) Vta-12(0.1X0.25) Vta-13 (0.1X0.25) Vta-14 (0.1X0.25) Vta-14(0.1X0.25) Vta-14 (0.1X0.25) Vta-16(0.1X0.25) Vta-17(0.1X0.25) Vta-16(0.1X0.25) Vta-17(0.1X0.25) Vta-18 (0.1X0.25) Vta-18 (0.1X0.25) Vta-19(0.1X0.25) Vta-19(0.1X0.25) Vta-19(0.1X0.25) Vta-19(0.1X0.25) Vta-15(0.25X0.25) Vta-15(0.25X0.25) Vta-19(0.25X0.25) \A1;LOSA SOBRE STEEL DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm 5 COLUMNA CT-1(0.35X0.35) \W1.20000x;CICLOPEO \W1.20000x;CICLOPEO \W1.20000x;CICLOPEO \W1.20000x;CICLOPEO \W1.20000x;CICLOPEO \W1.2;RECEBO COMPACTADO B200; PRÓCTOR ESTÁNDAR >95% \W1.2;RECEBO COMPACTADO B200; PRÓCTOR ESTÁNDAR >95% \W1.2;RECEBO COMPACTADO B200; PRÓCTOR ESTÁNDAR >95% \W1.2;RECEBO COMPACTADO B200; PRÓCTOR ESTÁNDAR >95% VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VC-1(0.30X0.30) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) VCP-1(0.30X0.45) LOSA L1 e:12cm REFUERZO EN PARRILLA SENCILLA 1#3@14cm VCP-7(0.45X0.45) VCP-8(0.45X0.45) VCP-8(0.45X0.45) VCP-7(0.45X0.45) VCP-8(0.45X0.45) VC-4(0.30X0.30) VC-3(0.30X0.30) VC-4(0.30X0.30) VC-3(0.30X0.30) VC-3(0.30X0.30) ZT-5 (3.05X1.65X0.3) ZT-6 (1.85X3.25X0.3) ZT-5 (3.05X1.65X0.3) ZT-6 (1.85X3.25X0.3) ZT-6 (1.85X3.25X0.3) PD-1 (0.35X0.35) PD-1 (0.35X0.35) PD-1 (0.35X0.35) PD-1 (0.35X0.35) PD-1 (0.35X0.35) \W5.38095; LOSA L1 e:12cm REFUERZO EN PARRILLA \W2.19048; SENCILLA 1#3@14cm Vta-9(0.1X0.25) Vta-9(0.1X0.25) Vta-15 (0.10x0.25) Vta-14 (0.10x0.25) Vta-12 (0.10x0.45) DM-1 1#7 DM-1 1#7 MURO RBS 100mm FUNDIDO EN CONCRETO MURO RBS 100mm FUNDIDO EN CONCRETO DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 MURO RBS 100mm FUNDIDO EN CONCRETO Vta-15 (0.10x0.25) Vta-14 (0.10x0.25) Vta-12 (0.10x0.45) \W7.66667; \A1;LOSA SOBRE STEEL \W10.00000; \A1;DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm Vta-19 (0.10x0.25) DM-2 1#4@1.0 DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 MURO RBS 100mm FUNDIDO EN CONCRETO MURO RBS 100mm FUNDIDO EN CONCRETO ACERO ADICIONAL VOLADIZO \W6.04762; 1 BARRA #4@15cm ACERO ADICIONAL VOLADIZO \W6.04762; 1 BARRA #4@15cm Vta-15 (0.10x0.25) Vta-14 (0.10x0.25) Vta-12 (0.10x0.45) DM-1 1#7 DM-1 1#7 MURO RBS 100mm FUNDIDO EN CONCRETO DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 MURO RBS 100mm FUNDIDO EN CONCRETO Vta-15 (0.10x0.25) Vta-14 (0.10x0.25) Vta-12 (0.10x0.45) DM-2 1#4@1.0 DM-2 1#4@1.0 DM-1 1#7 DM-1 1#7 DM-1 1#7 MURO RBS 100mm FUNDIDO EN CONCRETO MURO RBS 100mm FUNDIDO EN CONCRETO ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm ACERO ADICIONAL VOLADIZO 1 BARRA #4@15cm A B C D E 5 5 5 5 TEJA ANDINA CUBIERTA RBS 64mm AN-1 AN-1 AN-1 AN-1 AN-2 Vta-9(0.1X0.25) Vta-9(0.1X0.25) Vta-19 (0.10x0.25) CUMBRERA ANCLAJE CUMBRERA TEJA ANDINA CUBIERTA RBS 64mm AN-1 AN-1 AN-1 AN-1 AN-2 PERFIL ESTRUCTURAL EJE 3 \H0.72x;\lESC_1:30 5 5 5 5 5 N.E-1.60 N.E-1.00 N.E 0.00 N.E+0.45 N.E+3.10 5 N.E+5.60 5 \A1;LOSA SOBRE STEEL \A1;DECK 2" CAL.20 \A1;e:15cm-PARRILLA 1#4@11cm Columna CT-1 Son 3 ESC 1:25 0.30 (35 x 35) 0.70 0.45 (35 x 35) 2.40 0.25 (35 x 35) 2.25 0.25 -0.70 .45 3.10 5.60 N-0.70 N.E+0.45 N.E+3.10 N.E+5.60 f'c=245 f'c=245 f'c=245 25 4#6L=3.05/3.30 25 4#6L=5.65/5.90 25 4#6L=4.35/4.60 25 4#6L=1.75/2.00 0.35x0.35 68#3-115(25x25) 25 7.5 25 4E#3C/8 5E#3C/8 3E#3C/8 7E#3C/8 7E#3C/8 9E#3C/15 5E#3C/8 7E#3C/8 7E#3C/8 8E#3C/15 3E#3C/8 3E#3C/8 .75 .90 .70 .90 CUADRO DE ACEROS COLUMNAS DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.25 H=0.25 G=0.075 B H LISTA DE BARRAS #3 204 #3 1.15 131.4 [ 204 EN COLUMNA CT-1 ]. PESO TOTAL BARRAS #3 =131.376 KG 5.65 0.25 LISTA DE BARRAS #6 12 #6 5.90 158.2 [ 12 EN COLUMNA CT-1 ]. 4.35 0.25 12 #6 4.60 123.4 [ 12 EN COLUMNA CT-1 ]. 3.05 0.25 12 #6 3.30 88.5 [ 12 EN COLUMNA CT-1 ]. 1.75 0.25 12 #6 2.00 53.6 [ 12 EN COLUMNA CT-1 ]. PESO TOTAL BARRAS #6 =423.756 KG PESO TOTAL = 555.132 KG Columna PD-1 Son 30 ESC 1:25 0.30 (35 x 35) 0.70 0.45 -0.70 .45 N-0.70 N.E+0.45 f'c=245 25 25 4#6L=1.35/1.85 25 25 4#6L=1.35/1.85 0.35x0.35 17#3-115(25x25) 25 7.5 25 4E#3C/8 5E#3C/8 3E#3C/8 5E#3C/8 CUADRO DE ACEROS PEDESTALES DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.25 H=0.25 G=0.075 B H LISTA DE BARRAS #3 510 #3 1.15 328.4 [ 510 EN COLUMNA PD-1 ]. PESO TOTAL BARRAS #3 =328.44 KG 1.35 0.25 0.25 LISTA DE BARRAS #6 240 #6 1.85 992.3 [ 240 EN COLUMNA PD-1 ]. PESO TOTAL BARRAS #6 =992.34 KG PESO TOTAL = 1320.78 KG Vta-1 N+3.1 y +5.6 Son 2 ESC 1:50 10 x 25 ESC 1:10 B C D 1#5 5/5.2 1#5 2/2.2 1#5 2.6/2.8 1#5 4.4/4.6 7.5 7.5 19 76#3-34 (19) 10 25 8E#3@5 22E#3@10 8E#3@5 8E#3@5 22E#3@10 8E#3@5 1.00 2.00 1.00 2.00 .80 1.00 2.00 1.00 2.00 .80 Vta-2 N+3.1 y +5.6 Son 2 ESC 1:50 10 x 25 ESC 1:10 A B C D E 1#5 8.6/8.8 1#5 6.6/6.8 1#5 6.6/6.8 1#5 8.6/8.8 7.5 7.5 19 178#3-34 (19) 10 25 8E#3@5 28E#3@10 8E#3@5 8E#3@5 2E#3@10 7E#3@5 8E#3@5 12E#3@10 8E#3@5 8E#3@5 12E#3@10 8E#3@5 8E#3@5 2E#3@10 7E#3@5 8E#3@5 28E#3@10 8E#3@5 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 2.00 3.00 .82 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 2.00 3.00 .81 Vta-3 N+3.1 y +5.6 Son 8 ESC 1:50 10 x 25 ESC 1:10 1#5 .3/.7 1#5 .3/.7 7.5 7.5 19 2#3-34 (19) 10 25 2E#3@5 Vta-4 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 B C 1#5 1.4/1.82 1#5 1.4/1.82 7.5 7.5 19 20#3-34 (19) 10 25 8E#3@5 4E#3@10 8E#3@5 1.00 1.00 Vta-5 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 1#5 2.85/3.26 1#5 2.85/3.26 7.5 7.5 19 34#3-34 (19) 10 25 8E#3@5 18E#3@10 8E#3@5 1.00 2.00 1.00 2.00 Vta-6 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 A B 1#5 3.85/4.26 1#5 3.85/4.26 7.5 7.5 19 44#3-34 (19) 10 25 8E#3@5 28E#3@10 8E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 Vta-7 N+3.1 y +5.6 Son 2 ESC 1:50 10 x 25 ESC 1:10 C 1#5 4.75/5.17 1#5 4.75/5.17 7.5 7.5 19 60#3-34 (19) 10 25 2E#3@5 2E#3@5 8E#3@5 10E#3@10 8E#3@5 8E#3@5 10E#3@10 8E#3@5 2E#3@5 2E#3@5 1.00 1.00 1.00 1.00 Vta-8 N+3.1 y +5.6 Son 8 ESC 1:50 10 x 25 ESC 1:10 1#5 2.8/3.2 1#5 2.8/3.2 7.5 7.5 19 34#3-34 (19) 10 25 8E#3@5 18E#3@10 8E#3@5 1.00 2.00 1.00 2.00 Vta-9 N+3.1 y +5.6 Son 8 ESC 1:50 10 x 25 ESC 1:10 D 1#5 3.85/4.26 1#5 3.85/4.26 7.5 7.5 19 47#3-34 (19) 10 25 5E#3@10 8E#3@5 8E#3@5 18E#3@10 8E#3@5 1.00 2.00 1.00 2.00 Vta-10 N+3.1 y +5.6 Son 2 ESC 1:50 10 x 25 ESC 1:10 A B C D E 1#5 2.3/2.5 1#5 4.4 1#5 7.8 1#5 2.3/2.5 1#5 5.1/5.3 1#5 5.7 1#5 5.2/5.4 7.5 7.5 19 165#3-34 (19) 10 25 33E#3@10 8E#3@5 8E#3@5 24E#3@10 8E#3@5 8E#3@5 24E#3@10 8E#3@5 8E#3@5 28E#3@10 8E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 .80 .82 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 .82 .80 .80 Vta-11 N+3.1 y +5.6 Son 2 ESC 1:50 25 x 25 ESC 1:10 B C D 2#5 5.8/6 2#5 2.4/2.6 2#5 3/3.2 2#5 5.2/5.4 19 7.5 19 80#3-91(19x19) 25 25 8E#3@5 24E#3@10 8E#3@5 8E#3@5 24E#3@10 8E#3@5 1.00 2.00 3.00 1.00 2.00 3.00 .79 1.00 2.00 3.00 1.00 2.00 3.00 .81 Vta-12 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 2 3 4 5 6 1#5 1.8/2 1#5 10.5/10.7 1#5 7.4/7.6 1#5 4.9/5.1 7.5 7.5 19 142#3-34 (19) 10 25 8E#3@5 16E#3@10 8E#3@5 4E#3@5 4E#3@5 8E#3@5 4E#3@10 8E#3@5 4E#3@5 4E#3@5 8E#3@5 16E#3@10 8E#3@5 4E#3@5 4E#3@5 8E#3@5 18E#3@10 8E#3@5 1.00 2.00 1.00 1.00 2.00 1.00 2.00 .84 1.00 2.00 1.00 1.00 2.00 1.00 2.00 .84 Vta-13 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 5 1#5 .65/1.05 1#5 .65/1.05 7.5 7.5 19 8#3-34 (19) 10 25 4E#3@5 4E#3@5 Vta-14 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 3 4 1#5 2.75/3.15 1#5 2.75/3.15 7.5 7.5 19 36#3-34 (19) 10 25 4E#3@5 4E#3@5 8E#3@5 4E#3@10 8E#3@5 4E#3@5 4E#3@5 1.00 1.00 Vta-16 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 1#5 1.35/1.73 1#5 1.35/1.73 7.5 7.5 19 20#3-34 (19) 10 25 8E#3@5 4E#3@10 8E#3@5 1.00 1.00 Vta-17 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 1#5 3.8/4.2 1#5 3.8/4.2 7.5 7.5 19 56#3-34 (19) 10 25 8E#3@5 4E#3@10 8E#3@5 8E#3@5 4E#3@10 8E#3@5 7E#3@5 2E#3@10 7E#3@5 1.00 1.00 1.00 1.00 Vta-18 N+3.1 y +5.6 Son 4 ESC 1:50 10 x 25 ESC 1:10 1#5 1/1.4 1#5 1/1.4 7.5 7.5 19 16#3-34 (19) 10 25 7E#3@5 2E#3@10 7E#3@5 Vta-15 N+3.1 y +5.6 Son 4 ESC 1:50 25 x 25 10 x 25 ESC 1:10 0.25x0.25 0.10x0.25 2 3 4 5 6 7 1 1#5 7.5/7.7 2#5 1.75/2.15 1#5 7.9/8.1 1#6 1.1/1.6 1#5 3.6/3.8 2#5 1.75/2.15 1#5 8.3 1#6 1.1/1.6 1#5 4.3/4.5 19 7.5 19 7.5 7.5 19 22#3-91(19x19) 164#3-34 (19) 25 25 10 25 8E#3@5 6E#3@10 8E#3@5 8E#3@5 14E#3@10 8E#3@5 8E#3@5 4E#3@10 8E#3@5 8E#3@5 22E#3@10 8E#3@5 8E#3@5 8E#3@5 8E#3@5 14E#3@10 8E#3@5 8E#3@5 14E#3@10 8E#3@5 1.00 1.00 2.00 1.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 .80 .80 1.00 1.00 2.00 1.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 .80 Vta-19 N+3.1 y +5.6 Son 2 ESC 1:50 25 x 25 10 x 25 ESC 1:10 0.25x0.25 0.10x0.25 1 2 4 6 7 1#5 1.75/2.15 1#5 5.9/6.1 1#5 9.2/9.4 1#5 3/3.2 2#5 1.75/2.15 1#5 8.5 1#5 4.4/4.6 19 7.5 19 7.5 7.5 19 22#3-91(19x19) 142#3-34 (19) 25 25 10 25 8E#3@5 6E#3@10 8E#3@5 8E#3@5 67E#3@10 7E#3@5 8E#3@5 14E#3@10 8E#3@5 8E#3@5 14E#3@10 8E#3@5 1.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 1.00 2.00 1.00 2.00 .80 .83 1.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 1.00 2.00 1.00 2.00 .84 CUADRO DE ACEROS VIGUETAS ENTREPISO Y CUBIERTA DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.19 H=0.19 G=0.075 B H LISTA DE BARRAS #3 292 #3 0.91 148.8 H=0.19 G=0.075 H 4066 #3 0.34 774.2 PESO TOTAL BARRAS #3 =922.9697 KG 10.50 0.20 LISTA DE BARRAS #5 4 #5 10.70 66.4 [4 EN VTA-12/N+3.1 Y +5.6]. 9.20 0.20 2 #5 9.40 29.2 [2 EN VTA-19/N+3.1 Y +5.6]. 8.60 0.20 4 #5 8.80 54.6 [4 EN VTA-2/N+3.1 Y +5.6]. 8.50 2 #5 8.50 26.4 [2 EN VTA-19/N+3.1 Y +5.6]. 8.30 4 #5 8.30 51.5 [4 EN VTA-15/N+3.1 Y +5.6]. 7.90 0.20 4 #5 8.10 50.3 [4 EN VTA-15/N+3.1 Y +5.6]. 7.80 2 #5 7.80 24.2 [2 EN VTA-10/N+3.1 Y +5.6]. 7.50 0.20 4 #5 7.70 47.8 [4 EN VTA-15/N+3.1 Y +5.6]. 7.40 0.20 4 #5 7.60 47.2 [4 EN VTA-12/N+3.1 Y +5.6]. 6.60 0.20 4 #5 6.80 42.2 [4 EN VTA-2/N+3.1 Y +5.6]. 5.90 0.20 2 #5 6.10 18.9 [2 EN VTA-19/N+3.1 Y +5.6]. 5.80 0.20 4 #5 6.00 37.2 [4 EN VTA-11/N+3.1 Y +5.6]. 5.70 2 #5 5.70 17.7 [2 EN VTA-10/N+3.1 Y +5.6]. 5.20 0.20 6 #5 5.40 50.3 5.10 0.20 2 #5 5.30 16.5 [2 EN VTA-10/N+3.1 Y +5.6]. 5.00 0.20 2 #5 5.20 16.1 [2 EN VTA-1/N+3.1 Y +5.6]. 4.77 0.20 0.20 4 #5 5.17 32.1 [4 EN VTA-7/N+3.1 Y +5.6]. 4.90 0.20 4 #5 5.10 31.7 [4 EN VTA-12/N+3.1 Y +5.6]. 4.40 0.20 4 #5 4.60 28.6 4.30 0.20 4 #5 4.50 27.9 [4 EN VTA-15/N+3.1 Y +5.6]. 4.40 2 #5 4.40 13.7 [2 EN VTA-10/N+3.1 Y +5.6]. 3.86 0.20 0.20 24 #5 4.26 158.7 3.80 0.20 0.20 8 #5 4.20 52.1 [8 EN VTA-17/N+3.1 Y +5.6]. 3.60 0.20 4 #5 3.80 23.6 [4 EN VTA-15/N+3.1 Y +5.6]. 2.86 0.20 0.20 8 #5 3.26 40.5 [8 EN VTA-5/N+3.1 Y +5.6]. 3.00 0.20 6 #5 3.20 29.8 2.80 0.20 0.20 16 #5 3.20 79.5 [16 EN VTA-8/N+3.1 Y +5.6]. 2.75 0.20 0.20 8 #5 3.15 39.1 [8 EN VTA-14/N+3.1 Y +5.6]. 2.60 0.20 2 #5 2.80 8.7 [2 EN VTA-1/N+3.1 Y +5.6]. 2.40 0.20 4 #5 2.60 16.1 [4 EN VTA-11/N+3.1 Y +5.6]. 2.30 0.20 4 #5 2.50 15.5 [4 EN VTA-10/N+3.1 Y +5.6]. 2.00 0.20 2 #5 2.20 6.8 [2 EN VTA-1/N+3.1 Y +5.6]. 1.75 0.20 0.20 22 #5 2.15 73.4 1.80 0.20 4 #5 2.00 12.4 [4 EN VTA-12/N+3.1 Y +5.6]. 1.42 0.20 0.20 8 #5 1.82 22.6 [8 EN VTA-4/N+3.1 Y +5.6]. 1.33 0.20 0.20 4 #5 1.73 10.7 [4 EN VTA-16/N+3.1 Y +5.6]. 1.33 0.20 0.20 4 #5 1.73 10.7 [4 EN VTA-16/N+3.1 Y +5.6]. 1.00 0.20 0.20 8 #5 1.40 17.4 [8 EN VTA-18/N+3.1 Y +5.6]. 0.65 0.20 0.20 8 #5 1.05 13.0 [8 EN VTA-13/N+3.1 Y +5.6]. 0.30 0.20 0.20 16 #5 0.70 17.4 [16 EN VTA-3/N+3.1 Y +5.6]. PESO TOTAL BARRAS #5 =1378.642 KG 1.10 0.25 0.25 LISTA DE BARRAS #6 8 #6 1.60 28.6 [8 EN VTA-15/N+3.1 Y +5.6]. PESO TOTAL BARRAS #6 =28.608 KG PESO TOTAL = 2330.219 KG \W0.7;[152 EN VTA-1/N+3.1 Y +5.6].[356 EN VTA-2/N+3 .1 Y +5.6].[16 EN VTA-3/N+3.1 Y +5.6].[80 EN V TA-4/N+3.1 Y +5.6].[136 EN VTA-5/N+3.1 Y +5.6] .[176 EN VTA-6/N+3.1 Y +5.6].[120 EN VTA-7/N+ 3.1 Y +5.6].[272 EN VTA-8/N+3.1 Y +5.6].[376 EN VTA-9/N+3.1 Y +5.6].[330 EN VTA-10/N+3.1 Y +5.6].[568 EN VTA-12/N+3.1 Y +5.6].[32 EN VTA -13/N+3.1 Y +5.6].[144 EN VTA-14/N+3.1 Y +5.6 ].[80 EN VTA-16/N+3.1 Y +5.6].[224 EN VTA-17/N +3.1 Y +5.6].[64 EN VTA-18/N+3.1 Y +5.6].[656EN VTA-15/N+3.1 Y +5.6].[284 EN VTA-19/N+3.1 Y +5.6]. [160 EN VTA-11/N+3.1 Y +5.6].[88 EN VTA-15/N+ 3.1 Y +5.6].[44 EN VTA-19/N+3.1 Y +5.6]. [4 EN VTA-11/N+3.1 Y +5.6].[2 EN VTA-19/N+3.1 Y +5.6]. [8 EN VTA-6/N+3.1 Y +5.6].[16 EN VTA-9/N+3.1 Y +5.6]. [2 EN VTA-1/N+3.1 Y +5.6].[2 EN VTA-19/N+3.1 Y +5.6]. [2 EN VTA-10/N+3.1 Y +5.6].[4 EN VTA-11/N+3.1 Y +5.6]. [16 EN VTA-15/N+3.1 Y +5.6].[6 EN VTA-19/N+3. 1 Y +5.6]. DETALLE TIPICO PARA DOBLES DE BARRAS CON ANGULO DE 45 GRADOS 45 d 4 d 8 d d 4 d 12 d NO A ESCALA DETALLE TIPICO PARA DOBLES DE BARRAS CON ANGULO DE 90 GRADOS NO A ESCALA 12 DIAMETROS DE LA BARRA LONGITUD DE EMPOTRAMIENTO GANCHO STABDARD ELEMENTO CARA DEL

Language	Spanish
Drawing Type	Detail
Category	Office
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, banco, bank, block, building, bureau, buro, bürogebäude, business center, centre d'affaires, centro de negócios, DETAIL, details, DWG, escritório, immeuble de bureaux, includes, la banque, office, office building, prédio de escritórios, residential, royal, system