Structural Reinforced Concrete Housing DWG Detail for AutoCAD

Structural Reinforced Concrete Housing DWG Detail for AutoCAD

Structural and housing in reinforced concrete details

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

number, hooks, characteristics of the mortar f’cr resistance last compression of mortar filling mortar type according to table mortar filling has maximum aggregate, wall screen, structural foundation plant n.e., start, follow, end, convention collapsed columns, structural foundation plant n.e., start, follow, end, convention collapsed columns, wall screen, underlay slab, wall screen, structural plant n.e., start, follow, end, convention collapsed columns, structural plant n.e., underlay slab, n.e, steel cutting plant horizontal wall screen, vertical cutting plant vertical wall panel, structural plant n.e., type step, type step, gualdera, detail anchorage ladder, type step, railing detail, type step, gualdera, type step, type step, type step, type step, type step, type step, type step, type step, type step, type step, n.e, gualdera, type step, detail top anchor staircase, foundation beam, structural floor plan, structural staircase profile, structural plant n.e., duct, duct, structural roofing plant, duct, belt, mooring beam, belt, windbreaks, belt, windbreaks, solid slab, mooring beam, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, row, esc, esc, row, esc, esc, row, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, column, esc, They are, esc, column, esc, column, esc, columns, They are, esc, columns, They are, esc, column, esc, columns, They are, esc, columns, They are, esc, ing. Felipe, diagram, quantity, product, long, weight, Location, bar list, total weight bars kg, bar list, en, in in, in in in in in, in in, in in in in in, en en en, en, in in, en en es en en es en es en es es en es es en es es en es es, in in, total weight bars kg, total weight kg, en en en, in in, underlay slab, air, underlay slab, n.e, foundation, I get packed, double mesh, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, anchorage, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, concrete column, guadua lower string, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, anchorage, n.e, structural shafts, paralyzed guadua, concrete column, anchorage, bar list, total weight bars kg, total weight kg, total weight bars kg, ing. Felipe, diagram, quantity, product, long, weight, Location, bar list, total weight bars kg, bar list, en, in in in in in in, in in in in in, in in in in in in, in en, en, in in, in in in in in in, en, en, en en es en es es en es es en es es en es es en es es en es es, in in, in in, in in, en, in in, total weight bars kg, bar list, total weight bars kg, bar list, total weight bars kg, total weight kg, ing. Felipe, diagram, quantity, product, long, weight, Location, bar list, total weight bars kg, bar list, in column, in columns, in column in colum, in column columns, Columns in Columns in Columns in Columns in Columns, in column columns, in columns in columns as, in column, in column in columns in column, in columns, in columns in columns, in columns in column in column, in columns column in column, in columns, in columns in column, columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns in columns, in columns, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, air, concrete column, anchorage, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, concrete column, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, anchorage, air, wedge washer, injected mortar cell, lower connection detail, the mortar will be injected into the guada cells after correctly setting up the connection with all its elements, beam column in concrete, guadua upper string, paralyzed guadua, anchor detail, guadua belts, guadua upper string, injected mortar cell, belt fastening detail, guadua lower string, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, anchorage, concrete column, guadua belts, diagonal guadua, paralyzed guadua, guadua upper string, They are, esc, esc, They are, esc

Raw text data extracted from CAD file:

NUMERO \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.90 \A1;1.78 \A1;2.00 \A1;2.00 \A1;2.706 \A1;7.12 \A1;1.775 \A1;2.706 \A1;7.11 \A1;1.775 \A1;1.524 \A1;1.524 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;7.11 \A1;1.775 \A1;1.775 \A1;3.80 \A1;3.73 \A1;3.24 \A1;3.39 \A1;2.706 \A1;1.524 \A1;7.11 \A1;1.775 \A1;1.775 \A1;3.80 \A1;1.52 \A1;2.71 \A1;3.39 \A1;3.24 \A1;3.73 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;7.11 \A1;1.775 \A1;1.775 \A1;3.80 \A1;3.73 \A1;3.24 \A1;3.39 \A1;2.71 \A1;1.52 \A1;7.11 \A1;1.775 \A1;1.775 \A1;3.80 \A1;1.524 \A1;2.706 \A1;3.39 \A1;3.24 \A1;3.73 \A1;1.524 \A1;2.706 \A1;7.11 \A1;1.775 \A1;7.11 \A1;1.775 \A1;1.524 \A1;2.706 \A1;7.32 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.07 \A1;1.13 \A1;1.01 \A1;1.40 \A1;0.93 \A1;2.23 \A1;1.06 \A1;4.14 \A1;3.57 \A1;0.07 \A1;3.00 \A1;0.07 \A1;4.12 \A1;1.20 \A1;2.10 \A1;1.20 \A1;1.40 \A1;0.93 \A1;1.67 \A1;0.07 \A1;0.30 \A1;1.10 \A1;0.35 \A1;0.30 \A1;0.35 \A1;2.40 \A1;212d5/8"@0.13MT L=2.28m + Ganchos \A1;0.15 \A1;0.15 \A1;3.55 \A1;3.55 \A1;4.20 \A1;1.50 \A1;1.50 \A1;3.00 \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;0.30 \A1;1.50 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.21 \A1;0.05 \A1;0.10 \A1;0.05 \A1;7.11 \A1;3.55 \A1;3.80 \A1;4.23 \A1;3.39 \A1;3.24 \A1;3.73 \A1;4.23 \A1;3.39 \A1;3.24 \A1;3.73 \A1;7.11 \A1;3.55 \A1;3.80 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.63 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.85 \A1;0.53 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 1. CARACTERISTICAS DEL MORTERO f'cr = 140 kg/cm2 (14 MPa) RESISTENCIA ÚLTIMA A LA COMPRESIÓN DEL MORTERO DE RELLENO MORTERO TIPO "S" SEGÚN TABLA D.3-1 NSR-98 EL MORTERO DE RELLENO LLEVA AGREGADO MAXIMO d 3/8" \A1;4.23 \A1;4.23 \A1;4.23 \A1;4.23 \A1;0.60 \A1;7.11 \A1;3.55 \A1;3.80 \A1;4.23 \A1;3.39 \A1;3.24 \A1;3.73 \A1;4.23 \A1;3.39 \A1;3.24 \A1;3.73 \A1;7.11 \A1;3.55 \A1;3.80 \A1;3.37 \A1;4.19 \A1;6.97 \A1;3.79 \A1;4.11 \A1;0.88 \A1;1.46 \A1;1.46 \A1;1.46 \A1;4.11 \A1;0.88 \A1;3.23 \A1;11.66 \A1;9.96 \A1;1.46 \A1;1.46 \A1;5.99 \A1;5.26 \A1;0.44 \A1;1.46 \A1;VARIABLE \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 A C E 1 2 3 4 B D A 1 2 B 1 2 A B 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' 2' 5 5 ZT-1 (2.00x2.00) ZT-2 (2.90x1.78) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) VC-6(0.30X0.35) VC-4(0.30X0.35) VC-2 (0.30X0.35) VC-3 (0.30X0.35) VC-5 (0.30X0.35) VC-1 (0.30X0.35) 5 5 5 5 MURO PANTALLA e:0.20 PLANTA ESTRUCTURAL DE CIMIENTOS N.E -2.40 \H0.75x;\lESC_1:75 5 5 B-1(0.25X0.25) B-2(0.25X0.25) A-1(0.25X0.25) A-2(0.25X0.25) A-2'(0.25X0.25) ARRANQUE SIGUE FIN CONVENCION ACHURADO COLUMNAS 2' A' A' 5 5 A'-2(0.25X0.25) A'-2' (0.25X0.25) A'-2 (0.25X0.25) A-2 (0.25X0.25) A' A-1 (0.25X0.25) VC-17(0.30X0.35) VC-17(0.30X0.35) A'-2' (0.25X0.25) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) 5 5 A-3 (0.25X0.25) A-4 (0.25X0.25) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) VC-15(0.30X0.35) VC-15(0.30X0.35) A C E B D A' B-4 (0.25X0.25) B-3 (0.25X0.25) B-1 (0.25X0.25) B-2 (0.25X0.25) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) C-4 (0.25X0.25) C-3 (0.25X0.25) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) C-1 (0.25X0.25) C-2 (0.25X0.25) 5 5 5 VC-14(0.30X0.35) VC-13(0.30X0.35) VC-12(0.30X0.35) VC-13 \W0.9;(0.30X0.35) 5 5 5 VC-14 \W0.9;(0.30X0.35) 5 5 ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) D-4 (0.25X0.25) D-3 (0.25X0.25) D-1 (0.25X0.25) D-2 (0.25X0.25) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) ZT-1 (2.00x2.00) E-1 (0.25X0.25) E-2 (0.25X0.25) 1 2 3 4 2' E-4 (0.25X0.25) E-3 (0.25X0.25) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRUCTURAL DE CIMIENTOS N.E -1.00 \H0.75x;\lESC_1:75 VC-11 \W0.9; (0.30X0.35) 5 VC-11 \W0.9; (0.30X0.35) VC-10 \W0.9; (0.30X0.35) 5 VC-10 \W0.9; (0.30X0.35) VC-6 \W0.9; (0.30X0.35) 5 5 VC-8 \W0.9; (0.30X0.35) VC-7 \W0.9; (0.30X0.35) VC-8 VC-8 \W0.9; (0.30X0.35) VC-7 VC-7 \W0.9; (0.30X0.35) ARRANQUE SIGUE FIN CONVENCION ACHURADO COLUMNAS MURO PANTALLA e:0.20 MURO PANTALLA e:0.20 LOSA DE CONTRAPISO E:0.12MT-MALLA 5mm@15cm MURO PANTALLA e:0.20 MURO PANTALLA e:0.20 MURO PANTALLA e:0.20 A'-2 (0.25X0.25) A-2 (0.25X0.25) A-1 (0.25X0.25) A-2' (0.25X0.25) A-3 (0.25X0.25) A-4 (0.25X0.25) B-4 (0.25X0.25) B-3 (0.25X0.25) B-1 (0.25X0.25) B-2 (0.25X0.25) C-4 (0.25X0.25) C-3 (0.25X0.25) C-1 (0.25X0.25) C-2 (0.25X0.25) D-4 (0.25X0.25) D-3 (0.25X0.25) D-1 (0.25X0.25) D-2 (0.25X0.25) E-1 (0.25X0.25) E-2 (0.25X0.25) E-4 (0.25X0.25) E-3 (0.25X0.25) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRUCTURAL N.E 0.0 \H0.75x;\lESC_1:75 ARRANQUE SIGUE FIN CONVENCION ACHURADO COLUMNAS 1 2 3 4 2' 1 2 3 4 2' A C E B D A' A C B D A' A 1 2 B 1 2 A B 2' 2' A' A' 5 5 5 5 5 5 5 5 A'-2 (0.25X0.25) A-2 (0.25X0.25) A-1 (0.25X0.25) A'-2' (0.25X0.25) A-2' (0.25X0.25) B-1 (0.25X0.25) B-2 (0.25X0.25) PLANTA ESTRUCTURAL N.E -1.40 \H0.75x;\lESC_1:75 VC-12 \W0.9;(0.30X0.35) VC-16 \W0.9;(0.30X0.35) VC-22(0.30X0.35) VC-20(0.30X0.35) VC-21 \W0.9;(0.30X0.35) VC-19 \W0.9;(0.30X0.35) VC-18 \W0.9;(0.30X0.35) LOSA DE CONTRAPISO E:0.12MT-MALLA 5mm@15cm E N 0.0 N-1.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 19d5/8"@0.13MT - L:3.07MT 19d5/8"@0.13MT - L:4.12MT 19d5/8"@0.13MT - L:3.30MT 19d5/8"@0.13MT - L:2.60MT 19d5/8"@0.13MT - L:2.67MT 19d5/8"@0.13MT - L:2.41MT 19d5/8"@0.13MT - L:1.20MT 19d5/8"@0.13MT - L:3.16MT 19d5/8"@0.13MT - L:5.20MT 19d5/8"@0.13MT - L:3.64MT N.E-2.40 N.E-1.00 N.E 0.0 5 5 5 5 5 5 5 5 5 PLANTA DESPIECE DE ACEROS HORIZONTALES MURO PANTALLA E:0.20MT \H0.75x;\lESC_1:40 PLANTA DESPIECE DE ACEROS VERTICALES MURO PANTALLA E:0.20MT \H0.75x;\lESC_1:40 C-3 (0.25X0.25) C-2 (0.25X0.25) VA-23(0.30X0.35) 2 3 2 3 C C 5 5 PLANTA ESTRUCTURAL N.E +1.50 \H0.75x;\lESC_1:75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 \W0.8;10 \W0.8;11 \W0.8;12 \W0.8;13 \W0.8;14 \W0.8;15 \W0.8;16 \W0.8;17 \W0.8;18 \W0.8;19 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 75X75X4 75X75X4 75X75X4 75X75X4 75X75X4 75X75X4 75X75X4 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -2 PASO TIPO -2 GUALDERA - 2 GUALDERA - 1 GUALDERA - 3 GUALDERA - 4 GUALDERA - 5 GUALDERA C 10X15.3 3d5/8" L2.5x1/4 DETALLE ANCLAJE ESCALERA PASO TIPO 1 C10X15.3 PL1/4" PL1/4" PL1/4" PL1/4" PL1/4" d2"X2.5 C10X15.3 PL1/4" PL1/4" PL1/4" d2"X2.5 d1"X2.5 d1"X2.5 d1"X2.5 PL1/4" DETALLE BARANDA PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 PASO TIPO -1 5 5 5 5 5 5 5 5 GUALDERA - 1 (C 10X15.3) GUALDERA - 2 (C 10X15.3) VA-20 (0.30X0.35) 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 5 PASO TIPO -1 VA-16 (0.30X0.35) PASO TIPO -2 75X75X4 75X75X4 75X75X4 N.E 0.0 N.E+3.50 N.E+1.50 N.E+1.75 75X75X4 75X75X4 GUALDERA C 10X15.3 PASO TIPO 1 VA-16 (0.30X0.35) 3d5/8" PLd1/2" PLd3/8" 4d1" DETALLE ANCLAJE SUPERIOR ESCALERA 5 VIGA CIMIENTO 0.30X0.35 A-2' (0.25X0.25) VC-9 \W0.9; (0.30X0.35) PLANTA ESTRUCTURAL ESCALERA \H0.75x;\lESC_1:25 PERFIL ESTRUCTURAL ESCALERA \H0.75x;\lESC_1:25 88 SEPARADORES@0.70MT L:0.20MT 0.05 0.10 0.05 A C E B D 1 2 3 4 A C E B D 1 2 3 4 B-4 (0.25X0.25) B-3 (0.25X0.25) D-4 (0.25X0.25) D-3 (0.25X0.25) D-2 (0.25X0.25) E-2 (0.25X0.25) E-4 (0.25X0.25) E-3 (0.25X0.25) VA-37(0.30X0.35) VA-37(0.30X0.35) VA-37(0.30X0.35) B-2 (0.25X0.25) VA-35(0.30X0.35) VA-34(0.30X0.35) VA-33(0.30X0.35) VA-32(0.30X0.35) VA-31(0.30X0.35) VA-29(0.30X0.35) VA-30(0.30X0.35) VA-28(0.30X0.35) VA-28(0.30X0.35) VA-28(0.30X0.35) VA-27(0.30X0.35) VA-27(0.30X0.35) VA-27(0.30X0.35) VA-27(0.30X0.35) VA-26(0.30X0.35) VA-26(0.30X0.35) VA-26(0.30X0.35) VA-26(0.30X0.35) VA-25(0.30X0.35) VA-25(0.30X0.35) VA-25(0.30X0.35) VA-25(0.30X0.35) VA-24(0.30X0.35) VA-24(0.30X0.35) VA-24(0.30X0.35) VA-24(0.30X0.35) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRUCTURAL N.E +3.50 \H0.75x;\lESC_1:75 VA-36(0.30X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-02(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-03(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-03(0.10X0.35) A-4 (0.25X0.25) A-3 (0.25X0.25) A-2 (0.25X0.25) A-1 (0.25X0.25) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) VT-01(0.10X0.35) RT-01(0.10X0.35) RT-01(0.10X0.35) RT-01(0.10X0.35) RT-01(0.10X0.35) 5 5 5 5 5 5 B-1 (0.25X0.25) 5 5 5 C-1 (0.25X0.25) 5 5 5 5 D-1 (0.25X0.25) 5 5 5 5 5 E-1 (0.25X0.25) 5 5 5 5 5 VT-02(0.10X0.35) 5 VT-02(0.10X0.35) C-2 (0.25X0.25) C-3 (0.25X0.25) VT-03(0.10X0.35) DUCTO (0.40X0.40) C-4 (0.25X0.25) DUCTO (0.40X0.40) A C E B D 1 2 3 4 A C E B D 1 2 3 4 B-4 B-3 D-4 D-3 D-2 E-2 VA-46(0.30X0.35) VA-46(0.30X0.35) VA-46(0.30X0.35) B-2 VA-30(0.30X0.35) VA-42(0.30X0.35) VA-42(0.30X0.35) VA-41(0.30X0.35) VA-41(0.30X0.35) VA-41\W0.8;(0.30X0.35) VA-41(0.30X0.35) VA-40(0.30X0.35) VA-40(0.30X0.35) VA-40(0.30X0.35) VA-40(0.30X0.35) VA-39(0.30X0.35) VA-39(0.30X0.35) VA-39(0.30X0.35) VA-39(0.30X0.35) VA-38(0.30X0.35) VA-38(0.30X0.35) VA-38(0.30X0.35) VA-38(0.30X0.35) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESTRUCTURAL DE CUBIERTA \H0.75x;\lESC_1:75 VA-43(0.20X0.35) A-4 A-3 A-2 A-1 C-1 D-1 E-1 C-2 C-3 DUCTO (0.40X0.40) C-4 E-3 E-4 CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" VIGA DE AMARRE 1 CERCHA-T3 CERCHA-T3 CERCHA-T3 CERCHA-T3 CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CORREA d2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" CONTRAVIENTOS d1/2" LOSA MACIZA VIGA DE AMARRE 2 CERCHA-T1 CERCHA-T1 CERCHA-T1 CERCHA-T6 CERCHA-T6 CERCHA-T6 VC01 N-2.4 Es 1 ESC 1:50 30 x 35 ESC 1:10 A' A 2#5 1.85 /2.25 2#5 1.85 /2.25 16 7.5 21 24 #3-89(16x21) 30 35 11E #3@5 2E #3@12.5 11E #3@5 1.00 1.00 VC02 N-2.4 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 4.45 /4.85 2#5 4.45 /4.85 16 7.5 21 54 #3-89(16x21) 30 35 11E #3@5 8E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 1.00 2.00 1.00 1.00 2.00 1.00 VC03 N-2.4 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 4.45 /4.85 2#5 4.45 /4.85 16 7.5 21 44 #3-89(16x21) 30 35 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 VC04 N-2.4 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2#5 7.3 /7.7 2#5 7.3 /7.7 16 7.5 21 66 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 4.00 5.00 6.00 VC05 N-2.4 Es 1 ESC 1:50 30 x 35 ESC 1:10 2 2' 2#5 2 /2.4 2#5 2 /2.4 16 7.5 21 24 #3-89(16x21) 30 35 11E #3@5 2E #3@12.5 11E #3@5 1.00 1.00 VC06 N-2.4 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 2#5 9.1 /9.5 2#5 9.1 /9.5 16 7.5 21 90 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 VC010 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 E D C B A' 2#5 10.8 /11 2#5 3.05 /3.25 2#5 3.05 /3.25 2#5 10.55 /10.75 16 7.5 21 142 #3-89(16x21) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 8E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 VC011 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 E D C B 2#5 10.55 /10.95 2#5 10.55 /10.95 16 7.5 21 112 #3-89(16x21) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 VC012 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.05 /4.25 2#5 11.3 /11.5 2#5 5.55 /5.75 2#5 9.55 /9.75 16 7.5 21 144 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 VC013 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.05 /4.25 2#5 11.3 /11.5 2#5 5.55 /5.75 2#5 9.55 /9.75 16 7.5 21 144 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 VC014 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.05 /4.25 2#5 11.3 /11.5 2#5 5.55 /5.75 2#5 9.55 /9.75 16 7.5 21 144 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 VC015 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.05 /4.25 2#5 11.3 /11.5 2#5 5.55 /5.75 2#5 9.55 /9.75 16 7.5 21 144 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 VC016 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 2 2' 2#5 2 /2.4 2#5 2 /2.4 16 7.5 21 24 #3-89(16x21) 30 35 11E #3@5 2E #3@12.5 11E #3@5 1.00 1.00 VC017 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.05 /4.25 2#5 11.3 /11.5 2#5 5.55 /5.75 2#5 9.8 /10 16 7.5 21 156 #3-89(16x21) 30 35 11E #3@5 46E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 1.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 1.00 1.00 2.00 3.00 VC07 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 E D C B A' A 2#5 5.8 /6 2#5 9.8 /10 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 16 7.5 21 156 #3-89(16x21) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 VC08 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 E D C B A' A 2#5 5.8 /6 2#5 9.8 /10 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 16 7.5 21 156 #3-89(16x21) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 VC09 N-1 Es 1 ESC 1:50 30 x 35 ESC 1:10 A' A 2#5 1.85 /2.25 2#5 1.85 /2.25 16 7.5 21 24 #3-89(16x21) 30 35 11E #3@5 2E #3@12.5 11E #3@5 1.00 1.00 VC018 N 0 Es 1 ESC 1:50 30 x 35 ESC 1:10 A' A 2#5 1.85 /2.25 2#5 1.85 /2.25 16 7.5 21 24 #3-89(16x21) 30 35 11E #3@5 2E #3@12.5 11E #3@5 1.00 1.00 VC019 N 0 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' 2#5 2.8 /3.2 2#5 2.8 /3.2 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 VC020 N 0 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2#5 7.3 /7.7 1#5 1.55 /1.75 1#5 1.55 /1.75 2#5 7.3 /7.7 16 7.5 21 66 #3-89(16x21) 30 35 11E #3@5 44E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 4.00 5.00 6.00 VC021 N 0 Es 1 ESC 1:50 30 x 35 ESC 1:10 2 2' 2#5 2 /2.4 2#5 2 /2.4 16 7.5 21 24 #3-89(16x21) 30 35 11E #3@5 2E #3@12.5 11E #3@5 1.00 1.00 VC022 N 0 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 2#5 9.05 /9.45 2#5 9.05 /9.45 16 7.5 21 92 #3-89(16x21) 30 35 11E #3@5 46E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 V023 N 1.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 2 2' 3 2#5 3.7 /4.1 1#5 1.3 /1.5 2#5 3.7 /4.1 18 7.5 23 38 #3-97(18x23) 30 35 11E #3@5 16E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 V024 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 2.3 /2.5 2#5 11.25 1#5 2.5 1#5 2.75 2#5 2.55 /2.75 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 18 7.5 23 156 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 V025 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 5.8 /6 2#5 2.25 2#5 9.8 /10 1#5 2.25 2#5 2.25 1#5 2.25 (2da fila) 1#5 2.05 /2.25 2#5 5.05 /5.25 1#5 4 2#5 10.3 /10.5 1#5 3.3 /3.5 18 7.5 23 170 #3-97(18x23) 30 35 6.5 1a fila 5.0 2a fila 11E #3@5 10E #3@12.5 11E #3@5 6E #3@5 6E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 8E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 1.00 2.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 V026 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#6 6 /6.25 2#6 2.25 2#6 9.75 /10 1#6 2.25 2#6 2.25 1#6 2.25 (2da fila) 1#6 2 /2.25 2#6 9.25 /9.5 1#6 4 2#6 6.25 /6.5 1#6 3.25 /3.5 18 7.5 23 170 #3-97(18x23) 30 35 6.5 1a fila 5.0 2a fila 11E #3@5 10E #3@12.5 11E #3@5 6E #3@5 6E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 8E #3@12.5 11E #3@5 11E #3@5 2E #3@12.5 11E #3@5 1.00 2.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 1.00 V027 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 2.05 /2.25 2#5 11.5 2#5 2.25 1#5 2.5 (2da fila) 2#5 2.5 2#5 2.55 /2.75 2#5 2.55 /2.75 2#5 10 3#5 3.55 /3.75 18 7.5 23 156 #3-97(18x23) 30 35 6.5 1a fila 5.0 2a fila 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 V028 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.3 /4.5 2#5 11.05 /11.25 2#5 5.55 /5.75 2#5 9.55 /9.75 18 7.5 23 144 #3-97(18x23) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 V029 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 2 2' 3 2#5 3.75 /4.15 2#5 3.75 /4.15 18 7.5 23 38 #3-97(18x23) 30 35 11E #3@5 16E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 V030 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 3 4 2#5 4 /4.4 2#5 4 /4.4 18 7.5 23 40 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 V031 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2#5 7.3 /7.7 2#5 7.3 /7.7 18 7.5 23 66 #3-97(18x23) 30 35 11E #3@5 44E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 4.00 5.00 6.00 V032 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 3 4 2#5 4 /4.4 2#5 4 /4.4 18 7.5 23 40 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 V033 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2#5 7.3 /7.7 2#5 7.3 /7.7 18 7.5 23 66 #3-97(18x23) 30 35 11E #3@5 44E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 4.00 5.00 6.00 V034 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 3 4 2#5 4 /4.4 2#5 4 /4.4 18 7.5 23 40 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 V035 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2#5 7.3 /7.7 2#5 7.3 /7.7 18 7.5 23 66 #3-97(18x23) 30 35 11E #3@5 44E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 4.00 5.00 6.00 V036 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 2 2' 3 2#5 3.75 /4.15 2#5 3.75 /4.15 18 7.5 23 38 #3-97(18x23) 30 35 11E #3@5 16E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 V037 N 3.5 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 4.3 /4.5 2#5 11.05 /11.25 2#5 5.55 /5.75 2#5 9.55 /9.75 18 7.5 23 144 #3-97(18x23) 30 35 11E #3@5 44E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 4.00 5.00 6.00 1.00 2.00 3.00 1.00 2.00 3.00 V038 N 6.3 Es 1 ESC 1:50 30 x 35 ESC 1:10 E D C B A' A 2#5 5.8 /6 2#5 9.8 /10 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 18 7.5 23 156 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 V039 N 6.3 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 5.8 /6 2#5 9.8 /10 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 18 7.5 23 156 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 V040 N 6.3 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 9.55 /9.75 2#5 6.05 /6.25 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 18 7.5 23 156 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 V041 N 6.3 Es 1 ESC 1:50 30 x 35 ESC 1:10 B A' A 2#5 5.8 /6 2#5 9.8 /10 1#5 11.8 /12 1#5 9.55 /9.75 1#5 5.55 /5.75 1#5 3.55 /3.75 18 7.5 23 156 #3-97(18x23) 30 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 V042 N 6.3 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 5.05 /5.25 2#5 10.3 /10.5 1#5 2.5 2#5 9.3 /9.5 2#5 3 2#5 5.8 /6 18 7.5 23 144 #3-97(18x23) 30 35 11E #3@5 22E #3@12.5 22E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #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 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 V046 N 6.3 Es 1 ESC 1:50 30 x 35 ESC 1:10 1 2 2' 3 4 2#5 5.05 /5.25 2#5 10.3 /10.5 1#5 2.5 2#5 9.3 /9.5 1#5 3.25 1#5 2.25 2#5 5.8 /6 18 7.5 23 144 #3-97(18x23) 30 35 11E #3@5 22E #3@12.5 22E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #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 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 E D C E D C E D C E D C E D C E D C E D C Columna B-1 Es 1 ESC 1:50 0.35 (25 x 25) 1.05 0.35 (25 x 25) 0.65 0.35 (25 x 25) 3.15 0.35 (25 x 25) 2.45 0.35 N-2.40 N-1.00 N.00 N3.50 N6.30 N-2.4 N-1 N 0 N 3.5 N 6.3 f'c=245 f'c=245 f'c=245 f'c=245 15 1#4L=4.60/4.75 15 7#4L=4.60/4.75 4#4L=3.75 15 4#4L=4.85/5.00 25 4#6L=1.75/2.00 0.25x0.25 100 #3-75(15x15) 15 7.5 15 7E #3C/7 8E #3C/7 4E #3C/7 4E #3C/7 5E #3C/7 4E #3C/7 8E #3C/7 8E #3C/7 15E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.39 .53 .99 .67 D-3, D-4, B-3, B-4 Son 10 ESC 1:50 0.35 (25 x 25) 4.15 0.35 (25 x 25) 2.45 0.35 N-1.00 N3.50 N6.30 N-1 N 3.5 N 6.3 f'c=245 f'c=245 15 4#4L=2.60/2.75 15 4#4L=5.60/5.75 3#4L=4.25 1#4L=4.25 15 4#4L=1.85/2.00 15 4#4L=1.85/2.00 0.25x0.25 77 #3-75(15x15) 15 7.5 15 10E #3C/7 10E #3C/7 20E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.82 .50 .82 .75 Columna D-1 Es 1 ESC 1:50 0.35 (25 x 25) 4.15 0.35 (25 x 25) 2.45 0.35 N-1.00 N3.50 N6.30 N-1 N 3.5 N 6.3 f'c=245 f'c=245 20 4#5L=2.80/3.00 15 4#4L=5.60/5.75 3#4L=4.00 1#4L=4.00 15 4#4L=1.85/2.00 15 4#4L=1.85/2.00 0.25x0.25 77 #3-75(15x15) 15 7.5 15 10E #3C/7 10E #3C/7 20E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.84 .68 .82 .52 Columna A-2 Es 1 ESC 1:50 0.35 (25 x 25) 1.05 0.35 (25 x 25) 0.65 0.35 (25 x 25) 3.15 0.35 (25 x 25) 2.45 0.35 N-2.40 N-1.00 N.00 N3.50 N6.30 N-2.4 N-1 N 0 N 3.5 N 6.3 f'c=245 f'c=245 f'c=245 f'c=245 15 1#4L=4.60/4.75 15 7#4L=4.60/4.75 4#5L=3.75 15 4#4L=4.85/5.00 15 4#4L=1.85/2.00 0.25x0.25 100 #3-75(15x15) 15 7.5 15 7E #3C/7 8E #3C/7 4E #3C/7 4E #3C/7 5E #3C/7 4E #3C/7 8E #3C/7 8E #3C/7 15E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.31 .61 .89 .67 Columnas E-2, A-3 Son 2 ESC 1:50 0.35 (25 x 25) 4.15 0.35 (25 x 25) 2.45 0.35 N-1.00 N3.50 N6.30 N-1 N 3.5 N 6.3 f'c=245 f'c=245 15 4#4L=2.60/2.75 20 4#5L=6.05/6.25 4#4L=4.00 15 4#4L=2.10/2.25 15 4#4L=1.85/2.00 0.25x0.25 77 #3-75(15x15) 15 7.5 15 10E #3C/7 10E #3C/7 20E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.81 .51 .64 .25 .38 Columnas C-3, C-2 Son 2 ESC 1:50 0.35 (25 x 25) 2.15 0.35 (25 x 25) 1.65 0.35 (25 x 25) 2.45 0.35 N-1.00 N1.50 N3.50 N6.30 N-1 N 1.5 N 3.5 N 6.3 f'c=245 f'c=245 f'c=245 15 4#4L=1.60/1.75 15 4#4L=4.10/4.25 4#4L=5.25 15 4#4L=4.10/4.25 15 4#4L=1.85/2.00 0.25x0.25 83 #3-75(15x15) 15 7.5 15 7E #3C/7 7E #3C/7 9E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 5E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 .77 .55 .64 .68 .89 .63 Columna D-2 Es 1 ESC 1:50 0.35 (25 x 25) 4.15 0.35 (25 x 25) 2.45 0.35 N-1.00 N3.50 N6.30 N-1 N 3.5 N 6.3 f'c=245 f'c=245 20 4#5L=2.80/3.00 20 4#5L=6.05/6.25 4#4L=4.00 15 4#4L=2.10/2.25 15 4#4L=1.85/2.00 0.25x0.25 77 #3-75(15x15) 15 7.5 15 10E #3C/7 10E #3C/7 20E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.83 .69 .64 .25 .38 Columnas A-2', A'-2', A'-2 Son 3 ESC 1:50 0.35 (25 x 25) 0.65 0.35 (25 x 25) 1.05 0.35 N-3.40 N-2.40 N-1.00 N-2.4 N-2.4 N-1 f'c=245 f'c=245 15 15 4#4L=2.62/2.92 15 15 4#4L=2.62/2.92 0.25x0.25 36 #3-75(15x15) 15 7.5 15 4E #3C/7 5E #3C/7 4E #3C/7 7E #3C/7 8E #3C/7 4E #3C/7 4E #3C/7 Columnas C-1, E-1, E-3, E-4, A-4, C-4, Columnas A-1, B-2 Son 2 ESC 1:50 0.35 (25 x 25) 1.05 0.35 (25 x 25) 0.65 0.35 (25 x 25) 3.15 0.35 (25 x 25) 2.45 0.35 N-2.40 N-1.00 N.00 N3.50 N6.30 N-2.4 N-1 N 0 N 3.5 N 6.3 f'c=245 f'c=245 f'c=245 f'c=245 15 1#4L=4.60/4.75 15 7#4L=4.60/4.75 15 8#4L=4.85/5.00 0.25x0.25 100 #3-75(15x15) 15 7.5 15 7E #3C/7 8E #3C/7 4E #3C/7 4E #3C/7 5E #3C/7 4E #3C/7 8E #3C/7 8E #3C/7 15E #3C/14 4E #3C/7 7E #3C/7 7E #3C/7 11E #3C/14 4E #3C/7 4E #3C/7 1.39 .53 CERCHA-T2 CERCHA-T2 CERCHA-T4 VC-ARBELAEZ ING. FELIPE VERA-CALCULISTA DIAGRAMA CANTIDAD PRODUCTO LONG. (m) PESO UBICACION b=0.16 h=0.21 g=0.075 b h LISTA DE BARRAS #3 1884 #3 0.89 939.0 PESO TOTAL BARRAS #3 =938.9856 KG 11.80 0.20 LISTA DE BARRAS #5 2 #5 12.00 37.2 11.30 0.20 10 #5 11.50 178.5 10.80 0.20 2 #5 11.00 34.1 [ 2 EN VC010/N-1 ]. 10.55 0.20 0.20 4 #5 10.95 68.0 10.55 0.20 2 #5 10.75 33.4 9.80 0.20 6 #5 10.00 93.1 9.55 0.20 10 #5 9.75 151.3 9.10 0.20 0.20 4 #5 9.50 59.0 9.05 0.20 0.20 4 #5 9.45 58.7 7.30 0.20 0.20 4 #5 7.70 47.8 7.30 0.20 0.20 4 #5 7.70 47.8 5.80 0.20 4 #5 6.00 37.2 5.55 0.20 2 #5 5.75 17.8 5.55 0.20 10 #5 5.75 89.2 4.45 0.20 0.20 8 #5 4.85 60.2 4.05 0.20 8 #5 4.25 52.8 [2 EN VC012/N-1].[2 EN VC013/ N-1].[2 EN V C014/N-1].[2 EN VC015/N-1 ]. [ 4 EN VC02/N-2.4 ].[ 4 EN VC03/N-2.4 ]. \W0.9;[2 EN VC012/N-1].[2 EN VC013/N-1 ].[2 EN V C014/N-1].[2 EN VC015/ N-1].[1 EN VC07/N-1].[1 EN VC08/N-1]. [ 2 EN VC017/N-1 ]. [ 2 EN VC07/N-1 ].[ 2 EN VC08/N-1 ]. [ 4 EN VC04/N-2.4 ]. [ 4 EN VC020/N 0 ]. [ 4 EN VC022/N 0 ]. [ 4 EN VC06/N-2.4 ]. \W0.9;[2 EN VC012/N-1].[2 EN VC013/N-1 ].[ 2 EN V C014/N-1].[2 EN VC015 /N-1].[1 EN VC07/N-1].[1 EN VC08/ N-1]. [ 2 EN VC017/N-1 ].[ 2 EN VC07/N-1 ].[ 2 EN VC 08/N-1 ]. [ 2 EN VC010/N-1 ]. [ 4 EN VC011/N-1 ]. [ 2 EN VC012/N-1 ].[ 2 EN VC013/N-1 ].[ 2 EN V C014/N-1 ].[ 2 EN VC015/N-1 ].[ 2 EN VC017/N- 1 ]. [ 1 EN VC07/N-1 ].[ 1 EN VC08/N-1 ]. \W0.85;[24 EN VC01/N-2.4].[54 EN VC02/N-2.4 ].[44 EN VC03/N-2.4].[66 EN VC04/ N-2.4].[24 EN V C05/N-2.4].[90 EN VC06/N-2.4].[142 EN VC01 0/N-1].[112 EN VC011/N-1].[144 EN VC012/N -1]. [144 EN VC013/N-1].[144 EN VC014/N-1 ].[144 EN VC015/N-1].[24 EN VC016/N-1 ].[156 EN VC017/ N-1].[156 EN VC07/N-1 ].[156 EN VC08/ N-1]. [24 EN VC09/N-1].[24 EN VC018/N 0].[30 EN VC019/N 0].[66 EN VC020/N 0].[24 EN VC021/N 0 ].[92 EN VC022/N 0]. 4.05 0.20 2 #5 4.25 13.2 [ 2 En VC017/N-1 ]. 3.55 0.20 2 #5 3.75 11.6 [ 1 En VC07/N-1 ].[ 1 En VC08/N-1 ]. 3.05 0.20 4 #5 3.25 20.2 [ 4 En VC010/N-1 ]. 2.80 0.20 0.20 4 #5 3.20 19.9 [ 4 En VC019/N 0 ]. 2.00 0.20 0.20 12 #5 2.40 44.7 1.85 0.20 0.20 12 #5 2.25 41.9 1.55 0.20 1 #5 1.75 2.7 [ 1 En VC020/N 0 ]. 1.55 0.20 1 #5 1.75 2.7 [ 1 En VC020/N 0 ]. PESO TOTAL BARRAS #5 =1223.131 KG PESO TOTAL = 2162.117 KG [ 4 En VC01/N-2.4 ].[ 4 En VC09/N-1 ].[ 4 En VC 018/N 0 ]. [ 4 En VC05/N-2.4 ].[ 4 En VC016/N-1 ].[ 4 En V C021/N 0 ]. CERCHA-T1 CERCHA-T6 CERCHA-T5 CERCHA-T7 LOSA DE CONTRAPISO E:0.12MT-MALLA 5MM@15CM LOSA DE CONTRAPISO E:0.12MT-MALLA 5MM@15CM \W0.9;VIGA AEREA 0.30X0.35 \W0.9;VIGA AEREA 0.30X0.35 LOSA DE CONTRAPISO E:0.15MT-MALLA 5MM@15CM N.E 0.0 N.E+3.50 N.E+3.50 \W0.98;VIGA CIMIENTO 0.30X0.35 \W0.98;VIGA CIMIENTO 0.30X0.35 RECEBO COMPACTADO B-200 RECEBO COMPACTADO B-200 RECEBO COMPACTADO B-200 ZT-1 (2.00x2.00) DOBLE MALLA 1#4@0.20MT ZT-1 (2.00x2.00) DOBLE MALLA 1#4@0.20MT ZT-1 (2.00x2.00) DOBLE MALLA 1#4@0.20MT ZT-1 (2.00x2.00) DOBLE MALLA 1#4@0.20MT N.E-0.15 CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" ANCLAJE AT-1 ANCLAJE AT-1 CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) CORDON INFERIOR GUADUA 4" CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" ANCLAJE AT-1 N.E-1.00 N.E 0.0 N.E-2.40 N.E-1.40 CORTE ESTRUCTURAL EJE B \H0.75x;\lESC_1:50 PARAL GUADUA 4" COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) ANCLAJE AT-1 9.75 0.25 LISTA DE BARRAS #6 2 #6 10.00 44.7 9.25 0.25 2 #6 9.50 42.5 6.25 0.25 2 #6 6.50 29.1 6.00 0.25 2 #6 6.25 27.9 4.00 1 #6 4.00 8.9 3.25 0.25 1 #6 3.50 7.8 2.00 0.25 1 #6 2.25 5.0 2.25 6 #6 2.25 30.2 PESO TOTAL BARRAS #6 =196.1212 KG PESO TOTAL = 3519.186 KG 5.55 0.20 9 #5 5.75 80.3 5.05 0.20 10 #5 5.25 81.5 4.30 0.20 4 #5 4.50 27.9 4.00 0.20 0.20 12 #5 4.40 81.9 3.75 0.20 0.20 8 #5 4.15 51.5 3.70 0.20 0.20 4 #5 4.10 25.5 4.00 1 #5 4.00 6.2 3.55 0.20 8 #5 3.75 46.6 3.30 0.20 1 #5 3.50 5.4 3.25 2 #5 3.25 10.1 3.00 4 #5 3.00 18.6 2.75 1 #5 2.75 4.3 2.55 0.20 6 #5 2.75 25.6 2.30 0.20 2 #5 2.50 7.8 2.50 11 #5 2.50 42.7 2.25 13 #5 2.25 45.4 2.05 0.20 3 #5 2.25 10.5 1.30 0.20 1 #5 1.50 2.3 1.30 0.20 1 #5 1.50 2.3 PESO TOTAL BARRAS #5 =1847.734 KG VA-ARBELAEZ ING. FELIPE VERA-CALCULISTA DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.18 H=0.23 G=0.075 B H LISTA DE BARRAS #3 2716 #3 0.97 1,475.3 PESO TOTAL BARRAS #3 =1475.331 KG 11.80 0.20 LISTA DE BARRAS #5 5 #5 12.00 93.1 11.50 2 #5 11.50 35.7 11.25 2 #5 11.25 34.9 11.05 0.20 4 #5 11.25 69.8 10.30 0.20 10 #5 10.50 163.0 10.00 2 #5 10.00 31.0 9.80 0.20 8 #5 10.00 124.2 9.55 0.20 13 #5 9.75 196.7 9.30 0.20 10 #5 9.50 147.4 3 ]. 8.30 0.20 2 #5 8.50 26.4 7.30 0.20 0.20 12 #5 7.70 143.4 6.05 0.20 2 #5 6.25 19.4 5.80 0.20 20 #5 6.00 186.2 [ 6 EN V026/N 3.5 ]. [ 1 EN V026/N 3.5 ]. [ 1 EN V026/N 3.5 ]. [ 1 EN V026/N 3.5 ]. [ 2 EN V026/N 3.5 ]. [ 2 EN V026/N 3.5 ]. [ 2 EN V026/N 3.5 ]. [ 2 EN V026/N 3.5 ]. [ 1 EN V023/N 1.5 ]. [ 1 EN V045/N 6.3 ]. [ 2 EN V024/N 3.5 ]. [ 1 EN V024/N 3.5 ]. [ 1 EN V025/N 3.5 ]. [ 1 EN V025/N 3.5 ]. [ 4 EN V023/N 1.5 ]. [ 2 EN V040/N 6.3 ]. [ 2 EN V045/N 6.3 ]. [ 2 EN V027/N 3.5 ]. [ 2 EN V024/N 3.5 ]. [ 2 EN V027/N 3.5 ]. [6 EN V025/N 3.5].[2 EN V027/N 3.5].[1 EN V 044/N 6.3].[3 EN V045/N 6.3].[1 EN V046/N 6.3]. \W0.9;[1 EN V024/N 3.5].[3 EN V027/N 3.5].[1 EN V 042/N 6.3].[1 EN V043/N 6.3].[1 EN V044/N 6.3].[3 EN V045/N 6.3].[1 EN V046/N 6.3]. \W0.9;[1 EN V024/N 3.5].[3 EN V027/N 3.5].[1 EN V 038/N 6.3].[1 EN V039/N 6.3].[1 EN V040/N 6.3].[1 EN V041/N 6.3]. \W0.9;[1 EN V024/N 3.5].[2 EN V028/N 3.5].[2 EN V 037/N 3.5].[1 EN V038/N 6.3].[1 EN V039/N 6.3].[1 EN V040/N 6.3].[1 EN V041/N 6.3]. \W0.85;[2 EN V025/N 3.5].[2 EN V038/N 6.3].[2 EN V039/N 6.3].[2 EN V041/N 6.3].[2 EN V042 /N 6.3].[4 EN V043/N 6.3].[2 EN V044/N 6.3].[2 EN V045/N 6.3].[2 EN V046/N6.3]. [2 EN V042/N 6.3].[2 EN V043/N 6.3].[2 EN V 044/N 6.3].[2 EN V045/N 6.3].[2 EN V046/N 6. [ 4 EN V031/N 3.5 ].[ 4 EN V033/N 3.5 ].[ 4 EN V 035/N 3.5 ]. \W0.95;[1 EN V024/N 3.5].[2 EN V028/N 3.5]. [2 EN V 037/N 3.5].[1 EN V038/N 6.3]. [1 EN V039/N 6.3].[3 EN V040/N 6.3].[1 EN V041/N 6.3].[2 E N V043/N 6.3]. [ 2 EN V025/N 3.5 ].[ 2 EN V038/N 6.3 ].[ 2 EN V 039/N 6.3 ].[ 2 EN V041/N 6.3 ]. [2 EN V025/N 3.5 ].[2 EN V042/N 6.3].[2 EN V044/N 6.3].[2 EN V045/N 6.3 ].[2 EN V046/N 6.3]. [1 EN V024/N 3.5].[1 EN V038/N 6.3 ].[1 EN V 039/N 6.3].[1 EN V040/N 6.3].[1 EN V041/N 6.3]. \W0.85;[38 EN V023/N1.5].[156 EN V024/ N3.5].[17 0 EN V025/N 3.5]. [170 EN V026/N 3.5].[156 EN V027/N 3.5]. [144 EN V028/N 3.5].[38 EN V029/N 3.5].[40 EN V030/N 3.5].[66 EN V031 /N 3.5].[40 EN V032/N 3.5].[66 EN V033/N 3.5].[40 EN V034/N 3.5].[66 EN V035/N 3.5]. [38 EN V036/N 3.5]. [144 EN V037/N 3.5]. [156 EN V038/N 6.3].[156 EN V039/N 6.3].[156 EN V040/N 6.3].[156 EN V041/N 6.3].[144 EN V042/N 6.3].[144 EN V043/N 6.3]. [144 EN V044/N 6.3].[144 EN V045/N 6.3].[144 EN V046/N 6.3]. [ 1 EN V025/N 3.5 ].[ 2 EN V027/N 3.5 ]. [ 2 EN V024/N 3.5 ].[ 4 EN V027/N 3.5 ]. [ 2 EN V042/N 6.3 ].[ 2 EN V043/N 6.3 ]. [ 1 EN V044/N 6.3 ].[ 1 EN V046/N 6.3 ]. [ 4 EN V029/N 3.5 ].[ 4 EN V036/N 3.5 ]. [ 4 EN V030/N 3.5 ].[ 4 EN V032/N 3.5 ].[ 4 EN V 034/N 3.5 ]. [ 2 EN V028/N 3.5 ].[ 2 EN V037/N 3.5 ]. [2 EN V025/N 3.5].[2 EN V042/N 6.3].[2 EN V 044/N 6.3].[2 EN V045/N 6.3].[2 EN V046/N 6.3]. [ 2 EN V028/N 3.5 ].[ 2 EN V037/N 3.5 ]. 2.10 0.15 12 #4 2.25 26.8 1.85 0.15 112 #4 2.00 222.7 1.60 0.15 8 #4 1.75 13.9 PESO TOTAL BARRAS #4 =1342.974 KG 6.05 0.20 LISTA DE BARRAS #5 12 #5 6.25 116.4 3.75 4 #5 3.75 23.3 2.80 0.20 8 #5 3.00 37.2 PESO TOTAL BARRAS #5 =176.928 KG 1.75 0.25 LISTA DE BARRAS #6 4 #6 2.00 17.9 PESO TOTAL BARRAS #6 =17.88 KG PESO TOTAL = 2273.622 KG COLUMNAS-ARBELAEZ ING. FELIPE VERA-CALCULISTA DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION B=0.15 H=0.15 G=0.075 B H LISTA DE BARRAS #3 1752 #3 0.75 735.8 PESO TOTAL BARRAS #3 =735.84 KG 5.60 0.15 LISTA DE BARRAS #4 44 #4 5.75 251.5 5.25 8 #4 5.25 41.7 4.85 0.15 24 #4 5.00 119.3 4.60 0.15 32 #4 4.75 151.1 4.10 0.15 16 #4 4.25 67.6 4.25 40 #4 4.25 169.0 4.00 16 #4 4.00 63.6 3.75 4 #4 3.75 14.9 2.62 0.15 0.15 24 #4 2.92 69.7 2.60 0.15 48 #4 2.75 131.2 [4 EN COLUMNA B-1-N 3.5]. [4 EN COLUMNA A-2-N 0 ]. [8 EN COLUMNAS C-3, C-2-N-1]. [4 EN COLUMNA D-1-N-1].[4 EN COLUM NA D-2-N-1]. [8 EN COLUMNAS E-2, A-3-N-1].[4 EN COLUMNA D-2-N-1]. [80 EN COLUMNAS C-1, E-1, E-3, E-4, A-4, C-4, D-3, D-4, B-3, B-4-N 3.5].[8 EN COLUMN A D-1-N 3.5].[4 EN COLUMNA A-2-N 3.5].[8 EN COLUMNAS E-2, A-3-N 3.5].[8 EN COLUMNAS C-3, C-2-N 3.5].[4 EN COLUMNA D-2-N 3.5]. [8 EN COLUMNAS E-2, A-3-N 3.5].[4 EN COLUMNA D-2-N 3.5]. [40 EN COLUMNAS C-1, E-1, E-3, E-4, A-4, C-4, D-3, D-4, B-3, B-4-N-1].[8 EN COLUMN AS E-2, A-3-N-1]. [4 EN COLUMNA B-1-N 0]. [4 EN COLUMNA D-1-N-1].[8 EN COLUMNAS E-2, A-3-N-1]. [4 EN COLUMNA D- 2-N-1]. [40 EN COLUMNAS C-1, E-1, E-3, E-4, A-4, C-4, D-3, D-4, B-3, B-4-N-1]. [8 EN COLUMNAS C-3, C-2-N-1].[8 EN COLUMNAS C-3, C-2-N 1.5]. [16 EN COLUMNAS A-1, B-2-N-2.4].[8 EN COLUMNA B-1-N-2.4].[8 EN COLUMNA A-2-N-2.4]. [16 EN COLUMNAS A-1, B-2-N 0].[4 E N COLUMNA B-1-N 0]. [4 EN COLUMNA A -2-N 0]. [8 EN COLUMNAS C-3, C-2-N-1 ]. [40 EN COLUMNAS C-1, E-1, E-3, E-4, A-4, C-4, D-3, D-4, B-3, B-4-N-1].[4 EN COLUMN A D-1-N-1]. \W0.87;[46 EN COLUMNAS A-1, B-2-N-2.4].[26 EN COLUMNAS A-1, B-2-N-1].[70 EN D OLUMNAS A-1, B-2-N 0].[58 EN COLUMNAS A-1, B-2-N 3.5].[23 EN COLUMNA B-1 -N-2.4].[13 EN COLUMNA B-1-N-1].[35 EN COLUMNA B-1-N 0].[29 EN COLUMNA B-1-N 3.5].[480 EN COLUMNAS C-1, E-1, E-3, E-4, A-4, C-4, D-3, D-4, B-3, B-4-N-1].[290 EN COLUMNAS C-1, E-1 , E-3, E-4, A-4, C-4, D-3, D-4, B-3, B-4-N 3.5].[48 EN COLUMNA D-1-N-1]. [29 EN COLUMNA D-1-N 3.5].[23 EN COLUMNA A-2-N-2.4] .[13 EN COLUMNA A-2-N-1]. [35 EN COLUMNA A-2-N 0].[29 EN COLUMNA A-2-N 3.5].[96 EN COLUMNAS E-2, A-3-N-1].[58 EN COLU MNAS E-2, A-3-N 3.5].[62 EN COLUMNA S C-3, C-2-N-1].[46 EN COLUMNAS C- 3, C-2-N 1.5].[58 EN COLUMNAS C-3, B '-2-N 3.5]. [48 EN COLUMNA D-2-N-1].[29 EN COLUMNA D-2-N 3.5].[51 EN COLUMNAS A-2', A'-2', A'-2-N-2.4]. [57 EN COLUMNAS A-2', A'-2', A'-2-N-2.4]. [24 EN COLUMNAS A-2', A'-2', A'-2-N-2.4]. CERCHA-T7 ESC_1:40 CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" \W0.9;VIGA AEREA (0.30X0.35) 5 5 COLUMNA CONCRETO (0.25X0.25) COLUMNA CONCRETO (0.25X0.25) ANCLAJE AT-1 ANCLAJE AT-1 ANCLAJE AT-1 5 5 5 5 5 5 5 CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" CERCHA-T3 ESC_1:40 COLUMNA CONCRETO (0.25X0.25) 5 5 CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" CERCHA-T4 ESC_1:40 ANCLAJE AT-1 \W0.9;VIGA AEREA (0.30X0.35) 5 ARANDELA EN CUÑA ARANDELA EN CUÑA 3d3/4" (B7) CELDA INYECTADA DE MORTERO PL1/4" PL1/4" PL1/4" DETALLE CONEXION \W0.9;PARAL-DIAGONAL-DIAGONAL-CORDON INFERIOR \W0.9;NOTA: EL MORTERO SE INYECTARA EN LAS CELDAS DE GUADAS LUEGO DE CONFIGURAR CORRECTAMENTE LA CONEXION CON TODOS SUS ELEMENTOS COLUMNA O VIGA EN CONCRETO 3d1/2" CORDON SUPERIOR GUADUA 4" PARAL GUADUA 4" 3d7/8" (GR5) PL3/8" PL1/2" DETALLE ANCLAJE AT-1 CORREAS GUADUA 2"@0.40M CORDON SUPERIOR GUADUA 4" d1/2" CELDA INYECTADA DE MORTERO DETALLE FIJACION DE CORREA 5 5 5 CORDON INFERIOR GUADUA 4" CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" ANCLAJE AT-1 COLUMNA CONCRETO (0.25X0.25) CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" 5 CERCHA-T2 ESC_1:40 N.E+3.50 N.E+6.48 Vt-01 Son 5 ESC 1:50 10 x 35 ESC 1:15 1#4 5.6 /5.75 1#4 11.85 /12 1#4 2.25 1#4 10.85 /11 1#4 4.1 /4.25 7.5 7.5 23 156 #3-38 (23) 10 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #3@5 11E #3@5 18E #3@12.5 11E #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 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 Vt-02 Son 11 ESC 1:50 10 x 35 ESC 1:15 1#4 7.25 /7.55 1#4 2 1#4 7.25 /7.55 7.5 7.5 23 78 #3-38 (23) 10 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 16E #3@12.5 11E #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 Vt-03 Son 11 ESC 1:50 10 x 35 ESC 1:15 1#4 4 /4.3 1#4 4 /4.3 1#4 3.5 7.5 7.5 23 40 #3-38 (23) 10 35 11E #3@5 18E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00 R-01 Es 1 ESC 1:50 10 x 35 ESC 1:15 1#4 6.1 /6.25 1#4 9.35 /9.5 1#4 2.5 1#4 10.6 /10.75 1#4 4.6 /4.75 1#4 2.5 7.5 7.5 23 156 #3-38 (23) 10 35 11E #3@5 18E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 14E #3@12.5 11E #3@5 11E #3@5 22E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 5 5 5 ANCLAJE AT-1 COLUMNA CONCRETO (0.25X0.25) \W0.9;VIGA AEREA (0.30X0.35) ANCLAJE AT-1 CORDON INFERIOR GUADUA 4" CORREAS GUADUA 2"@0.40M DIAGONAL GUADUA 4" PARAL GUADUA 4" CORDON SUPERIOR GUADUA 4" CERCHA-T5 ESC_1:40 5 VIGUETAS - ARBELAEZ ING. FELIPE VERA-CALCULISTA DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION H=0.23 G=0.075 H LISTA DE BARRAS #3 2121 #3 0.38 451.3 PESO TOTAL BARRAS #3 =451.3488 KG 11.85 0.15 LISTA DE BARRAS #4 5 #4 12.00 59.6 [ 5 EN VT-01/ ]. 10.85 0.15 5 #4 11.00 54.7 [ 5 EN VT-01/ ]. 10.60 0.15 1 #4 10.75 10.7 [ 1 EN R-01/ ]. 9.35 0.15 1 #4 9.50 9.4 [ 1 EN R-01/ ]. 7.25 0.15 0.15 10 #4 7.55 75.0 [ 10 EN VT-02/ ]. 7.25 0.15 0.15 10 #4 7.55 75.0 [ 10 EN VT-02/ ]. 6.10 0.15 1 #4 6.25 6.2 [ 1 EN R-01/ ]. 5.60 0.15 5 #4 5.75 28.6 [ 5 EN VT-01/ ]. 4.60 0.15 1 #4 4.75 4.7 [ 1 EN R-01/ ]. 4.00 0.15 0.15 10 #4 4.30 42.7 [ 10 EN VT-03/ ]. 4.00 0.15 0.15 10 #4 4.30 42.7 [ 10 EN VT-03/ ]. 4.10 0.15 5 #4 4.25 21.1 [ 5 EN VT-01/ ]. 3.50 10 #4 3.50 34.8 [ 10 EN VT-03/ ]. 2.50 2 #4 2.50 5.0 [ 2 EN R-01/ ]. 2.25 5 #4 2.25 11.2 [ 5 EN VT-01/ ]. 2.00 10 #4 2.00 19.9 [ 10 EN VT-02/ ]. 0.50 0.15 0.15 1 #4 0.80 0.8 [ 1 EN R-02/ ]. 0.50 0.15 0.15 1 #4 0.80 0.8 [ 1 EN R-02/ ]. PESO TOTAL BARRAS #4 =503.0634 KG PESO TOTAL = 954.4122 KG [ 780 EN VT-01/ ].[ 780 EN VT-02/ ].[ 400 EN VT-0 3/ ].[ 156 EN R-01/ ].[ 5 EN R-02/ ]. MORTERO BARRA ROSCADA d3/4"(B7) CORTE EXTERIOR PL 1/4" GUADUA d4" CORTE EXTERIOR BARRA ROSCADA d3/4"(B7) PL 1/4" GUADUA d4" MORTERO DETALLE ANCLAJE PERNO - GUADUA *NOTA: EL CONSTRUCTOR DEBERA REVISAR CUIDADOSAMENTE EL CUADRO DE FLEJADO DE ACERO ANTES DE CONFIRMAR CUALQUIER PEDIDO *NOTA: EL CONSTRUCTOR DEBERA REVISAR CUIDADOSAMENTE EL CUADRO DE FLEJADO DE ACERO ANTES DE CONFIRMAR CUALQUIER PEDIDO *NOTA: EL CONSTRUCTOR DEBERA REVISAR CUIDADOSAMENTE EL CUADRO DE FLEJADO DE ACERO ANTES DE CONFIRMAR CUALQUIER PEDIDO *NOTA: EL CONSTRUCTOR DEBERA REVISAR CUIDADOSAMENTE EL CUADRO DE FLEJADO DE ACERO ANTES DE CONFIRMAR CUALQUIER PEDIDO VIGA DE AMARRE 3 VIGA DE AMARRE 4 VIGA DE AMARRE 5 VIGA DE AMARRE 6 CORDON INFERIOR GUADUA 4" CORDON SUPERIOR GUADUA 4" DIAGONAL GUADUA 4" VARIABLE DIAGONAL GUADUA 4" SECCI\LÓ\LN TIPO VIGA DE AMARRETIPO VIGA DE AMARRE ESC_1:40 5 5 5 5 CERCHA CERCHA V043 N 6.3 Es 1 ESC 1:50 20 x 35 ESC 1:10 2 2' 3 2#5 3.75 /4.15 2#5 3.75 /4.15 10 7.5 23 38 #3-97(18x23) 20 35 11E #3@5 16E #3@12.5 11E #3@5 1.00 2.00 3.00 1.00 2.00 3.00

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DETAIL, details, DWG, formwork, Housing, reinforced, reinforced concrete, schalung, stahlbeton, structural