Structural Plan Multifamily Building DWG Plan for AutoCAD

Structural Plan Multifamily Building DWG Plan for AutoCAD

BUILDING STRUCTURE WITH SEMI BASEMENT AND 04 LEVELS

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

column box, first, detail, rest esc., values ​​of, for, the percentages increase the length of, in case of not splicing in the areas indicated with, do not splice more than the area of ​​the same section, splice equal cm. for iron of cm., splice on the supports being the length of, for lightened flat beams the lower steel is, splice in a, notes, lightened semi basement, rest esc., rest esc., overlapping splices for lightened beams, vertical splice, lower reinforcement, superior reinforcement, anyone, esc, lightweight detail, scale, steel of temperature m., ceramic hollow brick, rest esc., rest esc., columneta detail isolated, esc, beam, rest esc., together with tecnoport, beam, spun wires, see detail, fill with sand before emptying concrete, beam, sleeve, together with tecnoport, detail, esc, lightweight detail, scale, steel of temperature m., ceramic hollow brick, empty, expansion joint ml., cut, rest esc., cut, rest esc., cut, rest esc., esc, variable, see column table, lightened first floor, esc, empty, expansion joint ml., esc, empty, expansion joint ml., lightened second floor, esc, empty, expansion joint ml., lightened third floor, empty, expansion joint ml., protection wall ml., empty, expansion joint ml., terrace, npt., tendal laundry, npt., esc, rooftop, rest esc., section, n.p.t., esc, Staircase detail, esc, Staircase detail, esc, Staircase detail, of stairs arrives, of stairs goes up, of stairs arrives, of stairs goes up, of stairs arrives, of stairs goes up, of stairs arrives, of stairs goes up, of stairs arrives, of stairs arrives, of stairs goes up, of stairs arrives, of stairs goes up, see detail columneta, see detail income ladder, of stairs arrives, of stairs goes up, of stairs arrives, of stairs goes up, cut, rest esc., cut, rest esc., cut, rest esc., no more than the bars, must be spliced ​​in, the same section., splices will be made in the third, central height of the column., will not be connected more than the total area, It will not be exceeded in the specified percentage., Stirrups will be placed in the same section, when splicing more than the total area, spliced ​​light, the positive bars are, they spliced ​​light., the negative bars are, counting from the support., closed a maximum spacing, in a section, of cms., notes:, diameter, overlap splice, compression, columns walls, flexo, compression, joists, diameter, ldg, anchor with standard hook, ldg, first, esc, axis, esc

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.25 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/4 \A1;m \A1;L/4 \A1;L/4 \A1;L/4 \A1;h \A1;m \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;2/3H \A1;H/6 \A1;H/6 \A1;0.25 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.50 \A1;0.65 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.25(h ALIGERADO) \A1;0.25(h ALIGERADO) \A1;0.43 \A1;0.65 \A1;0.25) \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.15 \A1;0.05 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;5.72 \A1;3.23 \A1;3.47 \A1;4.60 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;2.74 \A1;2.63 \A1;2.90 \A1;2.03 \A1;3.92 \A1;2.75 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.60 (Traslape) \A1;0.50 \A1;0.50 \A1;1.60 \A1;1.60 \A1;VARIABLE 5.00-6.00 \A1;VER CUADRO DE COLUMNAS \A1;VER CUADRO DE COLUMNAS \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;5.72 \A1;3.23 \A1;3.47 \A1;4.60 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;2.74 \A1;2.63 \A1;2.90 \A1;2.03 \A1;3.92 \A1;2.75 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;5.72 \A1;3.23 \A1;3.47 \A1;4.60 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;2.74 \A1;2.63 \A1;2.90 \A1;2.03 \A1;3.92 \A1;2.75 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;5.72 \A1;3.23 \A1;3.47 \A1;4.60 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;2.74 \A1;2.63 \A1;2.90 \A1;2.03 \A1;3.92 \A1;2.75 \A1;.50 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;5.72 \A1;3.23 \A1;3.47 \A1;4.60 \A1;2.95 \A1;5.95 \A1;5.00 \A1;4.07 \A1;2.18 \A1;2.70 \A1;2.74 \A1;2.63 \A1;2.90 \A1;2.03 \A1;3.92 \A1;2.75 \A1;5.00 \A1;0.15 \A1;0.20 \A1;3.47 \A1;4.60 \A1;5.00 \A1;.62 \A1;.50 \A1;3.47 \A1;4.60 \A1;5.00 \A1;.62 \A1;.50 \A1;3.47 \A1;4.60 \A1;5.00 \A1;.62 \A1;.50 \A1;3.47 \A1;4.60 \A1;5.00 \A1;.62 \A1;3.47 \A1;4.60 \A1;2.00 \A1;2.00 \A1;.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.50 \A1;0.25 \A1;0.15 \A1;0.50 \A1;0.25 \A1;h/3 \A1;h/3 \A1;h/3 \A1;L \A1;Ld \A1;Ldg \A1;.05 PRIMER \A1;0.60 (Traslape) \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.46 \A1;0.50 \A1;3.77 \A1;2.25 \A1;0.15 \A1;0.50 \A1;X DETALLE "L" DETALLE "T" \A1;X \A1;X \A1;X 5/8" 0.30 3/8" 1/2" Ø 0.20 0.25 X 4 Ø 3/8" Ø 1/4" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-C 5 5 5/8" 1/2" 1" 3/4" 1.30 0.60 0.50 0.75 0.45 0.40 0.50 0.40 1.00 0.55 1.15 0.60 L/3 L/3 L/3 L/4 m 3/8" d L/4 L/4 L/4 VALORES DE m 0.45 0.40 0.40 h m PARA 1/2" O 5/8" LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALME EN UN 70 % . NOTAS ALIGERADO SEMI SOTANO 4 Ø 1/2" Ø 1/4" 1 @ 0.05, 5 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-B 5 5 6 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-CH 5 5 5 S/C = 300 Kg/m2 2/3H 0.60 3/4" \A1;X H/6 0.40 0.40 X 0.50 d 3/8" 5/8" 1/2" H/6 TRASLAPES Y EMPALMES PARA VIGAS Y ALIGERADOS EMPALME VERTICAL REFUERZO INFERIOR REFUERZO SUPERIOR h CUALQUIERA h < 0.30 h > 0.30 ESC. 1 / 50 (H=0.25) 5 5 5 5 5 5 5 5 5 5 DETALLE DE ALIGERADO H=0.25 (SEMI SOTANO, 1°, 2° Y 3° PISO) ESCALA : 1/20 ACERO DE TEMPERATURA d 1/4" @ 0.25 m. LADRILLO HUECO DE CERAMICA DE 0.20 x 0.30 x 0.30 5 5 4 Ø 5/8" Ø 3/8" 1 @ 0.05, 5 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-A 5 5 5 V-A 5 5 4 Ø 3/8" V-A Ø 1/4" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 5 5 DETALLE N°1: COLUMNETA AISLADA ESC. 1/25 VIGA 4 Ø 3/8" C-11 Ø 1/4" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 1 Ø 5/8" JUNTA CON TECNOPORT E=1" VIGA 2 ALAMBRES #8 @ 3 HILADAS 0.25(h ALIGERADO) 0.25(h ALIGERADO) VER DETALLE N° 2 5 LLENAR CON ARENA ANTES DE VACIAR CONCRETO <> V-A VIGA 0.25) MANGUITO PVC-SAL Ø 2" x 60Cm. 0.40 JUNTA CON TECNOPORT E=1" 1 Ø 5/8" DETALLE N°2 ESC. 1/10 5 5 DETALLE DE ALIGERADO H=0.20 (AZOTEA) ESCALA : 1/20 5 5 5 5 5 5 5 5 5 5 ACERO DE TEMPERATURA d 1/4" @ 0.25 m. LADRILLO HUECO DE CERAMICA DE 0.15 x 0.30 x 0.30 5 5 VACIO Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. A D B C1 5 2 1 1 2 3 4' 4 5' 3 7 6 7' 8 8 A D C 5 5 5 5 5 5 5 5 V-101 (.25 x .50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-CH (.40 x .25) 5 CORTE 2-2 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 ESC. 1:25 5 1 Ø 1/2" 5 CORTE 3-3 5 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 ESC. 1:25 5 1 Ø 1/2" 5 CORTE 1-1 5 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 ESC. 1:25 5 1 Ø 1/2" 1 Ø 1/2" ESC. 1:25 V-101 (0.25 x 0.50) 2 Ø 5/8" 0.60 (Traslape) 2 Ø 3/8" @ 0.15 (Tipico) 2 Ø 3/8" @ 0.15 (Tipico) 5 5 2 Ø 5/8" Ø 3/8",2@ 0.05, 4@ 0.10, Rto.@ 0.20 en c/extremo 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" VARIABLE 5.00-6.00 VER CUADRO DE COLUMNAS VER CUADRO DE COLUMNAS 2 2 3 3 1 1 1 1 E V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-CH (.40 x .25) V-101 (.25 x .50) V-B (.25 x .25) V-C (.15 x .25) V-C (.15 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) ALIGERADO PRIMER PISO S/C = 300 Kg/m2 ESC. 1 / 50 (H=0.25) VACIO Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. A D B C1 2 1 1 2 A D C 5 5 5 5 5 5 5 5 V-101 (.25 x .50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-CH (.40 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-CH (.40 x .25) V-101 (.25 x .50) V-B (.25 x .25) V-C (.15 x .25) V-C (.15 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) C-1 C-3 C-4 C-4 PL-1 PL-2 PL-4 PL-3 PL-5 PL-7 PL-6 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-1 C-2 C-3 C-4 C-4 PL-1 PL-2 PL-4 PL-3 PL-5 PL-7 PL-6 C-5 C-5 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-2 S/C = 300 Kg/m2 ESC. 1 / 50 (H=0.25) VACIO Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. A D B C1 2 1 1 2 3 A D C 5 5 5 5 5 5 5 5 V-101 (.25 x .50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-CH (.40 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-CH (.40 x .25) V-101 (.25 x .50) V-B (.25 x .25) V-C (.15 x .25) V-C (.15 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) C-1 C-2 C-3 C-4 C-4 PL-1 PL-2 PL-4 PL-3 PL-5 PL-7 PL-6 C-7 C-7 C-7 ALIGERADO SEGUNDO PISO V-CH (.40 x .25) S/C = 300 Kg/m2 ESC. 1 / 50 (H=0.25) VACIO Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. A D B C1 2 1 1 2 A D C 5 5 5 5 5 5 5 5 V-101 (.25 x .50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-101 (.25 x .50) V-CH (.40 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-CH (.40 x .25) V-101 (.25 x .50) V-B (.25 x .25) V-C (.15 x .25) V-C (.15 x .25) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) V-A (.15 x .50) C-1 C-2 C-3 C-4 C-4 PL-1 PL-2 PL-4 PL-3 PL-5 PL-7 PL-6 C-7 C-7 C-7 ALIGERADO TERCER PISO V-CH (.40 x .25) V-CH (.40 x .25) V-CH (.40 x .25) VACIO VACIO Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. Muro de Proteción - h = 2.00 ml. Muro de Proteción - h = 1.10 ml. Muro de Proteción - h = 1.80 ml. Muro de Proteción - h = 1.80 ml. Muro de Proteción - h = 1.10 ml. Muro de Proteción - h = 1.80 ml. Muro de Proteción - h = 1.10 ml. Muro de Proteción - h = 1.10 ml. VACIO Junta de Dilatacion 0.03 ml. Junta de Dilatacion 0.03 ml. TERRAZA NPT. + 10.05 LAVANDERIA / TENDAL NPT. + 10.05 A D B C1 2 1 2 A D C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S/C = 200 Kg/m2 ESC. 1 / 50 (H=0.20) AZOTEA C-8 C-8 C-8 C-8 C-9 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-10 C-11 C-11 V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) V-D (.15 x .20) 4 Ø 3/8" Ø 1/4" 1 @ 0.05, 3 @ 0.10, Resto @ 0.20 (Confinar extremos) ESC. 1.25 V-D 5 5 .15 .25 .175 .50 .10 .50 2 1 6 0 de 3/8" 6 0 de 3/8" 8 7 6 3 5 4 0 de 3/8" @ .30 .15 0 de 3/8" @ .30 .30 .30 6 0 de 3/8" 6 0 de 3/8" .90 .15 2º, 4º y 6º TRAMO 0 de 3/8" @ .30 6 0 de 1/2" 6 0 de 3/8" 6 0 de 3/8" .30 .20 .30 .30 .30 .90 .25 .175 6 0 de 3/8" .15 6 0 de 3/8" .30 .30 .15 6 0 de 3/8" 0 de 3/8" @ .30 0 de 3/8" @ .30 .175 .25 6 0 de 3/8" N.P.T. .30 .14 .14 .14 S/C = 200 Kg/m2 ESC : 1 / 25 DETALLE DE ESCALERA 3º y 5º TRAMO S/C = 200 Kg/m2 ESC : 1 / 25 DETALLE DE ESCALERA 2º, 4º y 6º TRAMO S/C = 200 Kg/m2 ESC : 1 / 25 DETALLE DE ESCALERA 1º TRAMO Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 VER DETALLE COLUMNETA 1Ø 3/8" 1Ø 3/8" VER DETALLE ESCALERA INGRESO 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 5 5 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 2 Ø 1/2" @ 0.15 2 Ø 1/2" @ 0.15 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 2 Ø 1/2" @ 0.15 Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 2 Ø 1/2" @ 0.15 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" Ø DE ESCALERA LLEGA 1Ø 1/2" @ 0.25 Ø DE ESCALERA SUBE 1Ø 1/2" @ 0.25 2 Ø 1/2" @ 0.15 2 Ø 1/2" @ 0.15 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" 1Ø 1/2" 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" V-102 (0.15 x 0.50) 5 CORTE 2-2 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 ESC. 1:25 5 1 Ø 1/2" 5 CORTE 3-3 5 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 ESC. 1:25 5 1 Ø 1/2" 5 CORTE 1-1 5 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 2 @ 0.05, 4 @ 0.10, Resto @ 0.20 ESC. 1:25 5 1 Ø 1/2" 1 Ø 1/2" NO MAS DE 50% DE LAS BARRAS DEBE DE EMPALMARSE EN UNA MISMA SECCION. 1. Se realizara los empalmes en el tercio central de la altura de la columna. 2. No se empalmará más de 50 % del area total 3. No se excederá en el porcentaje especificado. de una misma sección se colocará estribos 4. Al empalmar mas del 30 % de área total EMPALMARAN A 1/3 DE LA LUZ LAS BARRAS POSITIVAS SE EMPALMARAN A 1/2 DE LA LUZ. LAS BARRAS NEGATIVAS SE CONTANDO DESDE EL APOYO. cerrados a un espaciamiento máximo en una sección de 10 cms. 3/8" 3/4" 1" 5/8" NOTAS: 1/2" h/3 h/3 h/3 L d L 30 60 90 50 40 DIAMETRO EMPALME Y TRASLAPE (cm) COMPRESION COLUMNAS PLACAS, MUROS VIGAS, LOSAS, FLEXO COMPRESION 3/8" 3/4" 1" 5/8" 1/2" 30 60 75 50 40 35 70 120 55 45 40 90 160 70 55 VIGUETAS 1/2" 5/8" 3/4" 0.30 0.35 0.42 0.15 0.20 0.25 DIAMETRO Ldg (m) Ld (m) ANCLAJE CON GANCHO ESTANDAR Ld Ldg .05 PRIMER ESC. S/E 2 Ø 5/8" 0.60 (Traslape) 2 Ø 3/8" @ 0.15 (Tipico) 2 Ø 3/8" @ 0.15 (Tipico) 5 2 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 1 1 5 Ø 3/8",2@ 0.05, 4@ 0.10, Rto.@ 0.20 en c/extremo 5 A B V-101 (0.25 x 0.50) EJE 7' 5 4' 4 5' 7 6 7' 8 8 5 4' 4 5' 7 6 7' 8 8 3 3 5 4' 4 5' 7 6 7' 8 8 3 3 5 4' 4 5' 7 6 7' 8 8 3 3 3 5 5 5 2 2 1 1 3 3 C1 C1 Ø 3/8",2@ 0.05, 4@ 0.10, Rto.@ 0.20 en c/extremo ESC. 1:25

Language	Spanish
Drawing Type	Plan
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	apartment, autocad, basement, building, condo, constructive details, DWG, eigenverantwortung, Family, group home, grup, levels, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, plan, semi, structural, structure