Details Of Steel DWG Detail for AutoCAD

Details Of Steel DWG Detail for AutoCAD

Technical specifications of some steel accents, standard measures, and representation according to technical requirements

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

npt, hook, detail dimension, standard hook, detail dimension, hook, bedroom, receiver, dinning room, service yard, principal, bedroom, kitchen, s. h., living room, children, hall, ironing, women, H.H. H H., mens, H.H. H H., section C’, f.p., overcoming, Section A’, section B’, overcoming, f.p., section e ‘, section d ‘, section f ‘, overcoming, section g ‘, overcoming, section h ‘, link detail with:, Beam column, sole, shoe, esc., foundation, overcoming, column, beam, column, standard hook for stirrups, top, top, plant, cut, elevated tank, stair base, both senses, scale, foundation, bearing capacity of the terrain lt, see plan, kind, shoe box, see plan, see plan, see plan, see plan, see plan, see plan, rto., column table, kind, see plan, stirrups, fc, shoeing, footings footings walls of walls, elevated staircase tank, columnetas partition beams, shoe, cutting slabs slabs, foundation, pg. max., p.m. max. cm, pg. max., stairs, living place, the details indicated in the corresponding sheets, are built after emptying the roof beams columns, carrying capacity of the ground kg, mortar c: h, overcoming, elevated tank slabs, shoe casting on flooring, shoe cast on earth, columns, cantilevered beams, flat beams, rooftop, constructive process: the masonry walls will be built according to, It will be done with local k.k clay bricks, Joint thickness: cm, p.m. max., concrete, overloads, masonry, coatings, steel, cyclopean, Technical specifications, overcoming, section i, rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., first stretch, second tranche, section, third stretch, stairway detail, esc., detail of columns, esc., staircase, inf., anyone, sup, values ​​of m., slab beam, sup, splicing length for beams slabs, confinement zone., splice length in columns plates, of making the splices out of the, splice in different parts trying, splice length in columns, notes, plates, lightened, up and down, joist, vp al, vcha, up and down, up and down, up and down, apron beam, scale, lightened typical, fc, shoeing, footings footings walls of walls, elevated staircase tank, columnetas partition beams, shoe, cutting slabs slabs, foundation, pg. max., p.m. max. cm, pg. max., stairs, living place, the details indicated in the corresponding sheets, are built after emptying the roof beams columns, carrying capacity of the ground kg, mortar c: h, overcoming, elevated tank slabs, shoe casting on flooring, shoe cast on earth, columns, cantilevered beams, flat beams, rooftop, constructive process: the masonry walls will be built according to, It will be done with local k.k clay bricks, Joint thickness: cm, p.m. max., concrete, overloads, masonry, coatings, steel, cyclopean, Technical specifications, rto., rto., rto., secc. to’, secc. b ‘, secc. c ‘, rto., rto., rto., secc. to’, secc. b ‘, secc. c ‘, secc. d ‘, rto., rto., rto., secc. to’, secc. b ‘, secc. c ‘, secc. to’, secc. b ‘, secc. c ‘, rto., rto., secc. to’, secc. b ‘, secc. c ‘, rto.

Raw text data extracted from CAD file:

± 0.00 NPT D A Ø L H D 135°0' -11.33131109476011 GANCHO 90° DIMENSION DE DETALLE -11.33131109476011 -11.33131109476011 GANCHO ESTANDAR A 90° -10.57371204218387 -10.57371204218387 DIMENSION DE DETALLE Ø -10.57371204218387 -10.57371204218387 GANCHO 135° \A1;3.500 \A1;.20 \A1;3.900 \A1;1.10 \A1;.30 \A1;.60 \A1;.40 \A1;.15 \A1;.10 \A1;.075 \A1;H = .60 \A1;.25 \A1;.25 \A1;1.20 \A1;.30 \A1;.50 \A1;.50 \A1;.30 \A1;.60 \A1;.25 \A1;.30 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;.45 \A1;.40 \A1;.50 \A1;.15 \A1;.30 \A1;.40 \A1;.40 \A1;.15 \A1;.25 \A1;.60 \A1;.30 \A1;.50 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;1.40 \A1;1.60 \A1;2.20 \A1;1.50 \A1;1.50 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.60 \A1;2.20 \A1;1.60 \A1;2.20 \A1;1.60 \A1;2.20 \A1;1.60 \A1;2.20 \A1;1.60 \A1;1.20 \A1;1.60 \A1;1.80 \A1;1.41 \A1;1.20 \A1;1.60 \A1;2.20 \A1;2.20 \A1;1.60 \A1;2.70 \A1;1.60 \A1;2.20 \A1;1.60 \A1;2.70 \A1;1.60 \A1;2.20 \A1;1.60 \A1;2.20 \A1;1.24 \A1;1.00 \A1;1.60 \A1;2.20 \A1;1.60 \A1;1.65 \A1;1.82 \A1;1.60 \A1;1.65 \A1;1.82 \A1;1.60 \A1;1.65 \A1;1.82 \A1;1.60 \A1;1.65 \A1;1.82 \A1;1.60 \A1;1.65 \A1;1.82 \A1;1.45 \A1;1.15 \A1;1.70 4,10 4,12 4,55 4,80 3,75 4,73 ,79 1,81 2,65 2,97 2,80 3,45 4,15 3,40 3,70 3,90 2,98 2,97 2,80 3,45 4,15 3,40 3,70 \A1;1.60 \A1;.30 \A1;.60 \A1;.15 \A1;.36 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.30 \A1;.30 \A1;.15 \A1;.35 \A1;.25 \A1;.25 \A1;.18 \A1;.25 \A1;.18 \A1;.25 \A1;.18 \A1;.25 \A1;.18 2,97 2,80 3,45 4,15 3,40 3,70 3,90 2,98 4,10 4,12 4,55 4,80 3,75 4,73 ,79 1,81 2,65 2,97 2,80 3,45 4,15 3,40 h L/4 L/3 L/4 L/3 L/4 m L L/3 m L/4 h le 2L/3 L/6 L/6 \A1;.10 \A1;.30 \A1;.10 \A1;.05 \A1;.15 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.90 \A1;.80 \A1;.90 \A1;.78 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;2.83 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;4.800 \A1;.50 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;.40 \A1;3.750 \A1;4.714 \A1;.50 \A1;1.20 \A1;.95 \A1;.95 \A1;.40 \A1;4.400 \A1;.40 \A1;3.350 \A1;.40 \A1;4.314 \A1;.40 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;5.950 \A1;.50 \A1;1.40 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;.40 \A1;2.600 \A1;.50 \A1;1.40 \A1;.55 \A1;.55 \A1;.40 \A1;5.550 \A1;.40 \A1;2.200 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;4.800 \A1;.50 \A1;1.20 \A1;.95 \A1;.95 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;.40 \A1;3.750 \A1;3.768 \A1;.50 \A1;1.20 \A1;.95 \A1;.95 \A1;.40 \A1;4.400 \A1;.40 \A1;3.350 \A1;.40 \A1;3.368 \A1;.40 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;.25 \A1;3.826 \A1;.50 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.50 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;.40 \A1;3.988 \A1;3.328 \A1;.50 \A1;1.20 \A1;.95 \A1;.95 \A1;.40 \A1;3.476 \A1;.30 \A1;3.688 \A1;.30 \A1;2.978 \A1;.40 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;4.800 \A1;.50 \A1;1.20 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;.40 \A1;3.978 \A1;.50 \A1;1.20 \A1;.95 \A1;.95 \A1;.40 \A1;4.400 \A1;.40 \A1;3.578 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;3.399 \A1;.85 \A1;.85 \A1;.02 \A1;.40 \A1;3.049 \A1;.30 \A1;.25 \A1;2.60 \A1;.50 \A1;3.65 \A1;.25 \A1;.25 \A1;3.45 \A1;.25 \A1;3.15 \A1;.25 \A1;3.90 \A1;3.20 \A1;.25 \A1;.65 \A1;.65 \A1;.95 \A1;.95 \A1;.90 \A1;.90 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;2.98 \A1;3.70 \A1;3.40 \A1;4.15 \A1;3.45 \A1;3.89 \A1;1.100 \A1;1.500 \A1;2.20 \A1;2.70 \A1;2.20 \A1;2.70 \A1;.40 \A1;.25 \A1;.70 \A1;.25 \A1;.15 \A1;.45 \A1;2.000 \A1;2.400 \A1;4.000 \A1;.20 \A1;4.400 \A1;1.50 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;1.80 \A1;.80 \A1;.20 \A1;.20 \A1;.80 \A1;.45 \A1;.75 \A1;.45 \A1;.45 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.45 \A1;.45 \A1;.25 \A1;.18 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.25 \A1;.18 \A1;.45 \A1;.45 \A1;.20 \A1;.20 \A1;.20 3,90 2,98 4,80 3,75 ,79 1,81 2,65 \A1;2.83 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;.90 \A1;.90 + 0.10 DORMITORIO RECIBIDOR COMEDOR PATIO DE SERVICIO PRINCIPAL DORMITORIO COCINA S. H. SALA HIJOS HALL LAVADO Y PLANCHADO MUJERES SS. HH. HOMBRES SS. HH. H' H H' H G' G H' H H' H G' G H' H H' H SECCION C - C' .50 F.P. SOBRECIMIENTO .50 .30 .60 SECCION A - A' SECCION B - B' .25 SOBRECIMIENTO .30 .40 .50 .50 F.P. F.P. .50 .45 .40 .50 SECCION E - E' SECCION D - D' .15 SECCION F - F' SOBRECIMIENTO .30 .40 .40 SECCION G - G' .15 .25 .60 .30 .50 SOBRECIMIENTO SOBRECIMIENTO .30 .60 .40 SECCION H - H' .15 .10 .075 H = .60 DETALLE DE ZAPATA, VINCULO CON: CIMIENTO, SOBRECIMIENTO, COLUMNA Y VIGA .25 .25 Solado Zapata Esc. 1/375 l Ø Cimiento ø 3/8" Sobrecimiento 5/8" 1/2" 3/8" Columna R @ .20 3 @ .15 11 @ .10 2 @ .05 .70 .55 .45 1.20 .30 ø 3/8" ø 3/8" Viga l Columna 4 @ .10 5 @ .05 3 @ .15 R @ .20 (cm) 1/4" 2 Ø # 10 4 90° A D 8 1" 3/4" 6 5 5/8" 1/2" 4 41 15 12 31 26 10 21 8 3 3/8" 16 6 (135°) L (cm) 4 7 A 1/4" 2 # (cm) D 4 Ø (aprox) H(cm) 5 GANCHO ESTANDAR A 135° PARA ESTRIBOS 13.5 17 10 8 5/8" 1/2" 5 4 10 8 10 12 10 6 3/8" 3 6 7 <> 5 5 5 5 5 5 5 5 5 \A1;Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Tapa Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Tapa Planta Corte TANQUE ELEVADO Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 G G' G G' B' B B' B I' I I' I D' D i' i D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D D' D C' C C' C C' C C' C E' E E' E E' E E' E E' E E' E E' E E' E E' E E' E E' E G G' G G' G G' G' G E' E E' E C' C Base de escalera ø 5/8" @ .175 ø 5/8" @ .15 5 5 ø 5/8" @ .125 ø 5/8" @ .125 5 Z-11 C-19 5 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-12 C-17 5 ø 5/8" @ .15 5 Z-12 C-17 5 ø 1/2" @ .125 ambos sentidos ø 5/8" @ .15 Z-13 C-4 ø 5/8" @ .175 ø 5/8" @ .15 5 5 ø 5/8" @ .175 ø 5/8" @ .15 5 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-7 C-6 5 ø 5/8" @ .175 ø 5/8" @ .15 5 5 ø 5/8" @ .15 ø 5/8" @ .15 5 5 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-10 C-18 5 Z-7 C-6 Z-7 C-6 Z-7 C-6 Z-7 C-6 Z-4 C-3 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-1 C-1 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-7 C-16 5 ø 5/8" @ .175 ø 5/8" @ .15 Z-7 C-16 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-9 C-14 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-7 C-13 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-9 C-11 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-7 C-7 5 ø 5/8" @ .175 ø 5/8" @ .15 5 Z-7 C-8 5 ø 5/8" @ .175 ø 5/8" @ .15 Z-6 5 5 C-5 ø 5/8" @ .15 ø 5/8" @ .15 ø 5/8" @ .10 ø 5/8" @ .125 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-5 C-5 5 ø 5/8" @ .15 ø 5/8" @ .15 5 5 5 5 Z-8 5 C-9 5 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-8 5 C-10 5 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-8 5 C-12 5 ø 5/8" @ .15 ø 5/8" @ .15 5 Z-8 5 C-15 5 C-2 C-20 Z-2 5 5 5 Z-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/75 CIMENTACION 1.40 x 1.20 1.20 x 1.60 s\fArial|b0|i0|c0|p34;t\fMT Extra|b0|i0|c2|p18; Z4 Capacidad Portante del Terrreno \H1.154x;s\fArial|b0|i0|c0|p34;t\fMT Extra|b0|i0|c2|p18; \fBankGothic Lt BT|b0|i0|c0|p34;= \H0.8666x;1.25 Kg./cm2 (asumida) 1.20 x 1.40 Ver plano Z3 Z2 Z1 TIPO 1.80 0.80 h A x B CUADRO DE ZAPATAS 5/8" @ .15 Ø H 1.60 x 2.20 Ver Plano Z8 1.10 x 1.50 Z7 Z6 Z5 1.60 x 2.70 2.00 x 2.00 Z12 1.50 x 1.50 1.0 x 1.80 Z11 Z10 Z9 1.00 x 1.10 Z13 1.80 0.80 5/8" @ .15 1.80 0.80 Ver Plano 1.80 0.80 5/8" @ .15 1.80 0.80 5/8" @ .15 1.80 0.80 Ver Plano 1.80 0.80 1.80 0.80 5/8" @ .15 1.80 0.80 Ver Plano 1.80 0.80 5/8" @ .15 1.80 0.80 5/8" @ .125 1.80 0.80 5/8" @ .15 1.80 0.80 5/8" @ .15 5 1.60 x 2.20 Ver Plano C5 Ver Plano ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 CUADRO DE COLUMNAS C4 .15 x .30 TIPO C1 C2 C3 A x B Ø Ver Plano .25 x .40 .25 x .35 ESTRIBOS \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;6 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" C10 .25 x .15 C9 .25 x .40 C6 C7 C8 .25 x .40 .25 x .40 .25 x .40 \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;6 Ø \S5#8;\H1.429x;" + 6 Ø \H0.7x;\S1#2;\H1.429x;" \A1;6 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" C15 .25 x .15 C14 .25 x .40 C11 C12 C13 .25 x .40 .25 x .40 .25 x .40 \A1;6 Ø \S5#8;\H1.429x;" + 6 Ø \H0.7x;\S1#2;\H1.429x;" \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;10 Ø \S5#8;\H1.429x;" + 2 Ø \H0.7x;\S1#2;\H1.429x;" C20 .25 x .15 C19 .25 x .40 C16 C17 C18 .25 x .40 Ø = 0.30 .25 x .40 \A1;4 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" f'c = 125 kg/cm2 f'c = 210 kg/cm2 SOLADO DE ZAPATA ZAPATAS AISLADAS, ZAPATAS CORRIDAS, MUROS DE CONTENCION, MUROS CISTERNA, TANQUE ELEVADO Y ESCALERA COLUMNETAS Y VIGAS DE TABIQUERIA ZAPATA DE CORTE (PLACAS), VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, CIMIENTO CORRIDO 1 : 12 + 30% PG. 6" max. 1 : 12 + 25% PM. 3" max. e=5 cm 1 : 10 + 30% PG. 6" max. 7.5 cm 5.0 cm 4.0 cm 4.0 cm 2.0 cm 2.0 cm ESCALERA = 200 kg/m2 VIVIENDA = 200 kg/m2 LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES - SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS Capacidad Portante del Terreno = 1.25 kg / cm2 (asumida) MORTERO 1:5 C:H SOBRECIMIENTO ALIGERADOS, LOSAS MACIZAS, TANQUE ELEVADO ZAPATA VACIADO SOBRE SOLADO ZAPATA VACIADO SOBRE TIERRA COLUMNAS VIGAS PERALTADAS VIGAS CHATAS Fy = 4200 kg/cm2 AZOTEA = 100 kg/m2 - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN SE REALIZARA CON LADRILLOS K.K DE ARCILLA DE LA ZONA ESPESOR DE JUNTAS: e = 1.5 cm (maximo) 1 : 8 + 25% PM. 3" max. CONCRETO CONCRETO SOBRECARGAS ALBAÑILERIA RECUBRIMIENTOS ACERO CICLOPEO ESPECIFICACIONES TECNICAS SOBRECIMIENTO .30 .60 SECCION I - I' .15 .50 C-1 \A1;6 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" C-2 \A1;6 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" C-3 6 Ø 1/2" C-4 \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;6 Ø \S5#8;\H1.333x;" \A1;2 Ø \S1/2;\H1.429x;" C-5 \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;6 Ø \S5#8;\H1.333x;" \A1;6 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo C-6 \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo C-7 \A1;6 Ø \S5#8;\H1.333x;" \A1;6 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo C-8 \A1;10 Ø \S5#8;\H1.333x;" \A1;2 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;6 Ø \S5#8;\H1.333x;" \A1;6 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo C-11 C-12 \A1;6 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" C-9 \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;6 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" C-10 \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo C-15 C-16 C-13 C-14 @/Extremo \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;10 Ø \S5#8;\H1.333x;" \A1;2 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo C-19 C-20 C-17 C-18 \A1;4 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;8 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo \A1;6 Ø \S5#8;\H1.333x;" \A1;4 Ø \S1/2;\H1.429x;" \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;6 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 6 Ø1/2" \A1;6 Ø \S5#8;\H1.429x;" + 2 Ø \H0.7x;\S1#2;\H1.429x;" \A1;6 Ø \S5#8;\H1.429x;" + 6 Ø \H0.7x;\S1#2;\H1.429x;" \A1;6 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;10 Ø \S5#8;\H1.429x;" + 2 Ø \H0.7x;\S1#2;\H1.429x;" \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;8 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" \A1;6 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" 4 @ .10 5 @ .05 3 @ .15 R @ .20 ø 3/8" 4 @ .10 5 @ .05 3 @ .15 R @ .20 Ø 3/8" @ .25 e = .15 5 .18 Ø 3/8" @ .25 Ø 1/2" @ .20 Ø 1/2" @ .20 PRIMER TRAMO Ø 3/8" @ .25 e = .15 5 .18 Ø 1/2" @ .20 Ø 3/8" @ .25 Ø 3/8" @ .25 Ø 1/2" @ .20 SEGUNDO TRAMO Ø 3/8" @ .25 e = .15 5 .18 Ø 1/2" @ .20 4º, 7º Y 10º TRAMO Ø 3/8" @ .25 Ø 1/2" @ .20 Ø 1/2" @ .20 Ø 3/8" @ .25 Ø 3/8" @ .25 Ø 1/2" @ .20 e = .15 5 .18 TERCER TRAMO DETALLE DE ESCALERA Esc. 1/375 DETALLE DE COLUMNAS Esc. 1/375 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Caja de Escalera Ø INF. n = CUALQUIERA f'c=210 kg/cm2 fy = 4200 kg/cm2 3/8" 1/2" 5/8" 3/4" 1" Ø 3 4 5 6 8 # Ø f'c=210 f'c=210 kg/cm2 0.50 0.80 0.95 1.20 2.15 0.50 0.55 0.70 0.85 1.50 kg/cm2 0.50 0.55 0.70 0.85 1.50 h > 0.30 Ø SUP. VALORES DE m. h < 0.30 h VIGA Y/O LOSA L/4 L/3 Ø sup. L/4 L/3 L/4 m L LONGITUD DE EMPALME PARA VIGAS Y LOSAS L/3 m L/4 ZONA DE CONFINAMIENTO. LONGITUD DE EMPALME EN COLUMNAS Y PLACAS DE HACER LOS EMPALMES FUERA DE LA EMPALMAR EN DIFERENTES PARTES TRATANDO LONGITUD DE EMPALME (le) EN COLUMNAS h le 3/4" 2L/3 L/6 - 1" NOTAS : L/6 5/8" 1/2" 3/8" Ø 1.50 0.85 0.70 0.55 0.50 Y PLACAS f' = 210 kg/cm2 \LTECHO ALIGERADO h = .20 m .10 Ø 1/4" @ .20 .30 .10 .05 .15 1 Ø 1/2\H0.9999x;\C256;" arriba + 1 Ø \C7;1/2\H0.9999x;\C256;" Abajo \LDoble Vigueta VP - 103 al 403 (.25 X .40) VP - 102 al 402 (.25 X .40) VP - 101 al 401 (.25 X .40) VP - 101 al 401 VP - 102 al 402 (.25 X .40) VP - 102 al 402 (.25 X .40) VP - 103 al 403 (.25 X .20) VP - 103 al 403 (.25 X .20) VP - 103 al 403 (.25 X .20) VP - 103 al 403 (.25 X .20) VP - 103 al 403 (.25 X .40) VP - 103 al 403 (.25 X .40) VP - 103 al 403 (.25 X .20) VP - 103 al 403 (.25 X .20) VP - 104 al 404 (.25 X .40) VP - 104 al 404 (.25 X .40) VP - 104 al 404 (.25 X .40) VP - 105 al 405 (.25 X .40) VP - 106 al 406 (.25 X .40) VP - 106 al 406 (.25 X .40) VP - 106 al 406 (.25 X .40) VP - 106 al 406 (.25 X .40) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) VChA 101 - 401 VChA 101 - 401 VChA 101 - 401 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 1 Ø 1/2" arriba + Ø 1/2" abajo 1 Ø 1/2" arriba + Ø 1/2" abajo 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 1 Ø 1/2" arriba + Ø 1/2" abajo 1 Ø 1/2" arriba + Ø 1/2" abajo \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 1 Ø 1/2" arriba + Ø 1/2" abajo Viga mandil 0.15 x 0.40 4 Ø 5/8" + 2 Ø 1/2" (refuerzo = L / 4) 01 02 03 04 05 ESCALA : 1/75 ALIGERADO TIPICO f'c = 125 kg/cm2 f'c = 210 kg/cm2 SOLADO DE ZAPATA ZAPATAS AISLADAS, ZAPATAS CORRIDAS, MUROS DE CONTENCION, MUROS CISTERNA, TANQUE ELEVADO Y ESCALERA COLUMNETAS Y VIGAS DE TABIQUERIA ZAPATA DE CORTE (PLACAS), VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, CIMIENTO CORRIDO 1 : 12 + 30% PG. 6" max. 1 : 12 + 25% PM. 3" max. e=5 cm 1 : 10 + 30% PG. 6" max. 7.5 cm 5.0 cm 4.0 cm 4.0 cm 2.0 cm 2.0 cm ESCALERA = 200 kg/m2 VIVIENDA = 200 kg/m2 LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES - SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS Capacidad Portante del Terreno = 1.25 kg / cm2 (asumida) MORTERO 1:5 C:H SOBRECIMIENTO ALIGERADOS, LOSAS MACIZAS, TANQUE ELEVADO ZAPATA VACIADO SOBRE SOLADO ZAPATA VACIADO SOBRE TIERRA COLUMNAS VIGAS PERALTADAS VIGAS CHATAS Fy = 4200 kg/cm2 AZOTEA = 100 kg/m2 - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN SE REALIZARA CON LADRILLOS K.K DE ARCILLA DE LA ZONA ESPESOR DE JUNTAS: e = 1.5 cm (maximo) 1 : 8 + 25% PM. 3" max. CONCRETO CONCRETO SOBRECARGAS ALBAÑILERIA RECUBRIMIENTOS ACERO CICLOPEO ESPECIFICACIONES TECNICAS \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 06 5 A B VP - 102 - 202 - 302 - 402 (.25 X .40) C D 5 5 \A1;2 Ø \S1#2;" b' b a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 a a' a a' a a' b' b c c' \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 2 Ø 5/8" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 5 \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" a a' \A1;2 Ø \S1#2;" ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 b' b c' c 5 5 b' b b' b c c' 5 Secc. A - A' \A1;2 Ø \S5#8;\H1.333x;" + \A1;ø \S3#8;\H1.429x;" \A1;2 Ø \S5#8;\H1.333x;" 5 Secc. B - B' \A1;ø \S3#8;\H1.429x;" 5 Secc. C - C' \A1;ø \S3#8;\H1.429x;" 5 5 5 \A1;2 Ø \S1#2;\H1.443x;" \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.443x;" \LEJES 1, 2, 3, 4 y 5 VP - 102 - 202 - 302 - 402 (.25 X .40) VP - 102 - 202 - 302 - 402 (.25 X .40) 5 A B VP - 101 - 201 - 301 - 401 (.25 X .40) C 5 \A1;2 Ø \S1#2;" a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 a a' a a' a a' d d' \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 b' b c' c 5 Secc. A - A' \A1;2 Ø \S5#8;\H1.333x;" + \A1;ø \S3#8;\H1.429x;" \A1;2 Ø \S5#8;\H1.333x;" 5 Secc. B - B' \A1;ø \S3#8;\H1.429x;" 5 Secc. C - C' \A1;ø \S3#8;\H1.429x;" 5 5 5 \A1;2 Ø \S1#2;\H1.443x;" \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.443x;" \LEJES 1, 2, 3, 4 y 5 b' b \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + 5 \A1;ø \S3#8;\H1.429x;" Secc. D - D' 5 \LEJES 1, 2, 3, 4 y 5 5 A B VP - 102 - 202 - 302 - 402 (.25 X .40) C D 5 5 \A1;2 Ø \S1#2;" b' b a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 a a' a a' a a' b' b c c' \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 5 \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" a a' \A1;2 Ø \S1#2;" ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 b' b c' c 5 5 b' b b' b c c' 5 Secc. A - A' \A1;2 Ø \S5#8;\H1.333x;" + \A1;ø \S3#8;\H1.429x;" \A1;2 Ø \S5#8;\H1.333x;" 5 Secc. B - B' \A1;ø \S3#8;\H1.429x;" 5 Secc. C - C' \A1;ø \S3#8;\H1.429x;" 5 5 5 \A1;2 Ø \S1#2;\H1.443x;" \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.443x;" VP - 103 - 203 - 303 - 403 (.25 X .20) 2 Ø 1/2" 2 Ø 1/2" VP - 103 - 203 - 303 - 403 (.25 X .20) 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 Secc. A - A' \A1;2 Ø \S5#8;\H1.333x;" + \A1;ø \S3#8;\H1.429x;" \A1;2 Ø \S5#8;\H1.333x;" 5 Secc. B - B' \A1;ø \S3#8;\H1.429x;" 5 Secc. C - C' \A1;ø \S3#8;\H1.429x;" 5 5 5 \A1;2 Ø \S1#2;\H1.443x;" \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.443x;" VP - 101 - 201 - 301 - 401 (.25 X .40) \LEJES 1, 2, 3, 4 y 5 5 A B VP - 104 - 204 - 304 - 404 (.25 X .40) C D 5 5 \A1;2 Ø \S1#2;" b' b a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 a a' a a' a a' b' b c c' \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 2 Ø 5/8" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 5 \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" a a' \A1;2 Ø \S1#2;" ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 5 5 5 5 5 5 b' b c' c 5 5 b' b b' b c c' 5 Secc. A - A' \A1;2 Ø \S5#8;\H1.333x;" + \A1;ø \S3#8;\H1.429x;" \A1;2 Ø \S5#8;\H1.333x;" 5 Secc. B - B' \A1;ø \S3#8;\H1.429x;" 5 Secc. C - C' \A1;ø \S3#8;\H1.429x;" 5 5 5 \A1;2 Ø \S1#2;\H1.443x;" \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.443x;" 2 Ø 1/2" 2 Ø 1/2" b' b b' b VP - 104 - 204 - 304 - 404 (.25 X .40) VP - 104 - 204 - 304 - 404 (.25 X .40) \LEJES 1, 2, 3, 4 y 5 5 A B VP - 106 - 206 - 306 - 406 (.25 X .40) C 5 \A1;2 Ø \S1#2;" b' b a' a \A1;2 Ø \S5#8;" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" 5 a a' a a' a a' b' b c c' \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 2 Ø 5/8" \A1;2 Ø \S5#8;" \A1;2 Ø \S1#2;" ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 b' b c' c 5 Secc. A - A' \A1;2 Ø \S5#8;\H1.333x;" + \A1;ø \S3#8;\H1.429x;" \A1;2 Ø \S5#8;\H1.333x;" 5 Secc. B - B' \A1;ø \S3#8;\H1.429x;" 5 Secc. C - C' \A1;ø \S3#8;\H1.429x;" 5 5 5 \A1;2 Ø \S1#2;\H1.443x;" \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S1#2;\H1.442x;"\fArial|b0|i0|c0|p34;\H0.4444x; \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S5#8;\H1.333x;" + \A1;2 Ø \S1#2;\H1.443x;" 2 Ø 1/2" VP - 106 - 206 - 306 - 406 (.25 X .40) 5 A B VP - 105 - 205 - 305 - 405 (.25 X .40) \A1;2 Ø \S1#2;" a' a \A1;2 Ø \S5#8;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S5#8;" 5 5 5 ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 c' c \A1;3 Ø \S1#2;" \A1;3 Ø \S1#2;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S1#2;" \A1;3 Ø \S1#2;" \A1;3 Ø \S1#2;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S1#2;" \A1;3 Ø \S1#2;" \A1;3 Ø \S1#2;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S1#2;" \A1;3 Ø \S1#2;" \A1;3 Ø \S1#2;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S1#2;" \A1;3 Ø \S1#2;" \A1;3 Ø \S1#2;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S1#2;" \A1;3 Ø \S1#2;" \A1;3 Ø \S1#2;" a a' \A1;2 Ø \S1#2;" \A1;2 Ø \S1#2;" ø 3/8" 1 @ .05, 3 @ .10, 5 @ .15, Rto. @ .20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LEJES 1, 2, 3, 4 y 5 VChA - 101 - 201 - 301 - 416 (.25 X .20) VChA - 101 - 201 - 301 - 416 (.25 X .20) VChA - 101 - 201 - 301 - 416 (.25 X .20) VChA - 101 - 201 - 301 - 416 (.25 X .20) VChA - 101 - 201 - 301 - 416 (.25 X .20) VChA - 101 - 201 - 301 - 416 (.25 X .20) d DE COLUMNA O VIGA ESPECIF. \A1;45° \A1;r 1/20 ESPECIFICADO \A1;45° \A1;a ESC : DETALLE DE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS 5 5 1.00 1.00 1.40 1.20 Tanque Cisterna C-21 ø 5/8" @ .15 Z-14 5 ø 5/8" @ .15 5 C-21 ø 5/8" @ .15 Z-14 5 ø 5/8" @ .15 5 C-21 ø 5/8" @ .15 ø 5/8" @ .15 Z-14 C21 Ver Detalle \A1;6 Ø \S5#8;\H1.429x;" + 4 Ø \H0.7x;\S1#2;\H1.429x;" ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 ø 3/8" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 C-21 \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo 22 Ø 1/2" 5 5 5 5 5 5 2.20 x 2.70 Z13 1.80 0.80 5/8" @ .15 <> 5 5 5 5 5 5 5 5 5 \A1;Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Tapa Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 \A1;Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 Tapa Planta Corte CISTERNA Ø \S1#2;" @ .20 Ø \S1#2;" @ .20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8" @ .25 e = .15 5 .18 Ø 1/2" @ .20 Ø 3/8" @ .25 Ø 3/8" @ .25 Ø 1/2" @ .20 5º , 8º Y 11º TRAMO 5 5 5 5 Ø 1/2" @ .20 Ø 3/8" @ .25 Ø 3/8" @ .25 Ø 1/2" @ .20 e = .15 5 .18 6º, 9º Y 12º TRAMO 5 5 5 5 5 TANQUE ELEVADO / TECHO DE ESCALERA \A1;ø \S3#8;\H1.429x;" 5 @ .05, 4 @ .10, 3 @ .15, Rto. @ .20 @/Extremo 5 5 5 5 5 5 5 VP - 101 al 401 (.25 X .40) VP - 101 al 401 VP - 104 al 404 (.25 X .40) VP - 104 al 404 (.25 X .40) VP - 104 al 404 (.25 X .40) VP - 105 al 405 (.25 X .40) VChA 101 - 401 (.25 X .20) VChA 101 - 401 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 5 \A1;1 Ø \S1#2;" 04 05 ESCALA : 1/75 Variacion de Aligerado 3º y 4º Techo 1 Ø 1/2" arriba + Ø 1/2" abajo 1 Ø 1/2" arriba + Ø 1/2" abajo 1 Ø 1/2" arriba + Ø 1/2" abajo 1 Ø 1/2" arriba + Ø 1/2" abajo 1 Ø 1/2" arriba + Ø 1/2" abajo Cuarto de maquinas en quinto piso = techado 1 1a 3 1 2 3 4 1a 2a 2b A B C D E F G H I A B A B C D E F G A B C D E F G H I 1 1a 3 1 2 3 4 1a 2a 2b A B A B C D E F G H I 1 2 3 1a 2a 2b VP - 101 al 401 VP - 102 al 402 (.25 X .40) VChA 101 - 401 (.25 X .20) VChA 101 - 401 (.25 X .20) 5 5 \A1;1 Ø \S1#2;" \A1;1 Ø \S1#2;" ESCALA : 1/75 Techo Caja de Escalera

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, DETAIL, details, DWG, Measures, representation, requirements, specifications, stahlrahmen, stahlträger, standard, steel, steel beam, steel frame, structure en acier, technical