Shuttering Ceiling Typical Lightened DWG Detail for AutoCAD

Shuttering Ceiling Typical Lightened DWG Detail for AutoCAD

Shuttering ceiling lightened typical – Several details – Armor details

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

specified, of beam, rest, rest, rest, rest, rest, rest, rest, rest cm, of columns, floor, kind, floor, column section, rest, library, Deposit, bath, living room, dinning room, kitchen, hall, passage, laundry, passage, scale, structure lightened, v. s., v. to., v. to., v. s., v. to., .to., v. to., v.ch., v. to., v. v., lightened ceiling, v. to., v. v., v. s., v. to., room, v. s., v. to., v. s., v. v., v. to., v. s., v. to., v. to., detail, detail, typical cut lightweight slab, bend in extremes, vertical splice, overlapping splices: light beams, values ​​of, ref. higher, ref. lower, h.any, in one the length of the joint., cm. for cm. for, For lightened flat beams the lower steel will be spliced, over being the equal splice length, do not splice more than the total area in the same, in case of not splicing in the zones increase, section., splices:, the load-bearing walls will be brick k.k., brick masonry:, the maximum percentage of cells should not exceed the volume., lightened armor, rest, rest, rest, rest, rest, rest, rest, rest, ch., rest, rest, lightened, rest, v. to., rest, v. v., rest, v. to., lightened, specified coating, specified, of beam, of column, Typical detail of stirrups in beams, rest, v. to., v. s., v. to., ch., rest, x. x., ch., v. to., v. ch., v. to., v. v., v. to., spun wires, fill concrete between jagged walls, Detail of anchoring of columns in bearing walls, v. s., rest, rest, rest, rest, rest, rest, rest, rest cm, shoe, of temp. extremes, overlap, mesh mm, flooring, detail, concrete, foundations’ c great stone maximum, r.n.c., Technical specifications, free coatings, reinforcing steel, rest ‘c kg, shoes’ c, beams’ c, grade, in columns, cms. in banked beams, cms. in flat beams, cms. in footings, ‘c stone girl max, kg designation sider peru bac astm, cms. on surfaces in contact with the earth, overlapping splices bends, horizontal splice, zone, use factor, category, zone factor, soil factor, floor type, brick masonry, stirrups, reduction coefficient, seismic amplification cx, design parameters resistant earthquake, depth of foundation m., maximum load transmitted to the ground, of seran type iii will settle with pi pi pi., kg limo, splice, vertical, side shift, the supporting walls will be brick k.k. with ‘m the bricks, will manufacture according to norms itentec will have a minimum resistance the compression, cms. in side columns m., cms.in side columns m., The maximum percentage of empty wells must not exceed the volume., maximum displacement mezzanine, maximum displacement of the last level, in one the length of the joint., For lightened flat beams the lower steel will be spliced, about the supports., do not splice more than the total area in the same, in case of not splicing in the zones increase, section., note:, values ​​of, ref. higher, ref. lower, h.any, detail, meeting of beams in plant, scale, structure columns, plant, reinforced concrete, coatings, beams columns

Raw text data extracted from CAD file:

0,80 1,40 1,40 1,40 0,80 0,80 1,40 0,70 0,70 0,80 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 0,50 1,30 1,30 1,30 1,30 1,20 1,05 1,05 1,20 0,80 \A2;0.15 \A2;0.25 \A2;0.25 \A2;0.15 \A2;0.50 \A2;0.25 \A2;0.25 \A2;0.40 \A2;0.40 \A2;0.25 \A2;0.15 \A2;0.15 \A2;0.20 \A2;0.25 \A2;0.25 \A2;0.25 0.25 0.20 0.25 0.25 0.50 0.15 0.25 0.15 0.15 0.25 0.25 0.40 0.25 0.40 0.15 0.25 1,40 1,15 1,15 1,15 1,15 0,70 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 0,80 1,40 1,40 0,80 0,80 0,80 0,50 0,50 \A2;0.10 \A2;0.30 \A2;0.10 \A2;0.30 \A2;0.15 \A2;0.20 \A2;0.05 \A2;0.20 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.15 \A2;0.20 \A2;0.30 \A2;0.15 \A2;0.20 \A2;0.20 \A2;0.25 \A2;0.40 \A2;0.30 \A2;0.25 \A2;0.30 \A2;0.40 \A2;0.20 \A2;0.20 \A2;0.10 \A2;0.20 \A2;0.10 \A2;0.25 \A2;3.55 \A2;0.50 \A2;0.25 \A2;0.30 \A2;0.40 \A2;0.40 \A2;0.40 \A2;0.77 \A2;0.25 \A2;0.25 \A2;0.30 \A2;0.30 \A2;0.25 \A2;3.95 \A2;0.40 \A2;0.25 \A2;0.40 \A2;1.95 \A2;0.55 \A2;0.30 \A2;0.40 \A2;0.40 \A2;0.25 \A2;3.65 \A2;0.25 \A2;0.30 \A2;0.40 \A2;1.70 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.25 \A2;0.30 \A2;0.50 \A2;0.10 \A2;0.30 \A2;2.63 \A2;0.25 \A2;0.10 \A2;0.20 \A2;0.25 \A2;0.30 \A2;0.50 \A2;0.50 \A2;0.40 \A2;RECUBRIMIENTO ESPECIFICADO \A2;Ø ESPECIFICADO \A2;Ø DE VIGA \A2;45° \A2;45° \A2;L \A2;r 0,80 1,30 \A2;0.25 \A2;0.25 \A2;0.40 \A2;0.40 \A2;0.40 \A2;0.40 \A2;0.25 \A2;0.25 \A2;0.30 \A2;2.50 0,40 0,40 \A2;0.40 \A2;0.15 0,70 0,70 0,90 0,28 0,28 0,28 0,28 0,28 0,17 0,22 0,22 0,22 0,22 Resto a .25 0,05 4 a .10 Resto a .25 0,06 5 a .10 0,05 4 a .10 Resto a .25 0,06 5 a .10 0,05 4 a .10 Resto a .25 0,06 5 a .10 0,05 4 a .10 Resto a .25 0,06 5 a .10 0,40 0,17 0,05 4 a .10 Resto a .25 0,06 5 a .10 0,40 0,17 0,05 4 a .10 Resto a .25 0,06 5 a .10 4 a 10 cm 0,06 4 a 10 cm resto a 25 cm 0,55 0,17 0,28 0,17 0,06 2,74 0,28 0,06 2,74 0,28 0,06 2,74 0,28 0,06 2,74 0,28 0,55 0,05 4 a .10 0,06 5 a .10 0,22 0,06 2,74 0,40 0,22 0,06 2,74 0,40 0,22 0,06 2,74 0,11 0,67 0,78 0,11 0,06 0,02 0,02 0,06 1,23 2,88 0,22 0,43 1,69 1,69 0,20 0,20 0,18 0,18 2,05 2,05 0,10 0,93 1,12 0,15 0,11 0,11 \T1.65;CUADRO DE COLUMNAS PISO TIPO C 1 C 2 C 3 C 4 C 5 C 6 C 7 C 8 2°, 3° Piso SECCION DE COLUMNAS Ø 4 Ø 1/2 4 Ø 5/8 8 Ø 1/2 4 Ø 1/2 6 Ø 1/2 6 Ø 1/2 6 Ø 5/8 4 Ø 3/8 \A1;Ø 1/4 1@ .05, 4@ .15 Resto @ .25 \A1;Ø 3/8 1@ .05, 4@ .15 Resto @ .25 \A1;Ø 1/4 1@ .05, 4@ .15 Resto @ .25 \A1;Ø 3/8 1@ .05, 4@ .15 Resto @ .25 \A1;Ø 1/4 1 @ .05, 4@ .15 Resto @ .25 0,80 \A2;0.20 BIBLIOTECA DEPOSITO BAÑO BAÑO SALA COMEDOR COCINA HALL HALL PASADIZO LAVANDERIA PASADIZO C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C3 C3 C4 C4 C4 C6 C7 C4 C8 ESCALA ESTRUCTURA - ALIGERADO V. S. V. S. -2 V. A.-1 V. A. -1 V. A.-1 V. A. -1 V. S. 2 - 2 V. S. -2 V. A. V. A. V. A. V. A . V .A. V. A. -4 V. A. V. A. V. A. -3 V.Ch. 1 V. A. -1 V. V. V. V. V. V. 5 5 5 5 5 5 5 5 5 1 Ø 3/8 2 Ø 1/2 1 Ø 3/8 2 Ø 1/2 2 Ø 1/2 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 2 Ø 1/2 2 Ø 1/2 2 Ø 1/2 1 Ø 1/2 1 Ø 1/2 2 Ø 1/2 2 Ø 1/2 5 1 Ø 1/2 1 Ø 3/8 1 Ø 1/2 5 5 5 5 1 Ø 3/8 1 Ø 3/8 5 5 1 Ø 3/8 1 Ø 3/8 5 5 5 5 5 5 5 1 Ø 3/8 5 1 Ø 3/8 1 Ø 3/8 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 5 1 Ø 3/8 5 5 5 5 5 5 1 Ø 3/8 5 1 Ø 1/2 5 5 1 Ø 3/8 1 Ø 3/8 5 5 5 5 5 5 5 5 5 5 5 x x x x x x x x x x \A2; x x \LENCOFRADO TECHO ALIGERADO SC/ = 200 KG/M2 V. A. -1 V. V. V. S. V. S. V. S. -2 V. S. -2 V. S. -2 1 1 2 2 3 3 V. A. HABITACION 5 5 5 5 5 5 4 4 5 5 1 Ø 3/8 @ .30 1 Ø 3/8 @ .30 1 Ø 3/8 @ .30 1 Ø 3/8 @ .30 V. A.-1 V. S. -2 V. A. V. S. -2 V. V. V. A. x x V. S. -2 V. A. -1 V. A. -4 V. A. V. A. 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 1 Ø 3/8 5 2 Ø 1/2 5 1 Ø 3/8 1 Ø 3/8 5 5 1 Ø 3/8 5 1 Ø 3/8 5 5 \A1;X \A1;X DETALLE "L" \A1;X \A1;X DETALLE "T" d 3/8" 1/2" X 0.20 0.25 5/8" 0.30 h=0.20m. f'c=210Kg/cm² CORTE TIPICO LOSA ALIGERADA 5 5 5 5 5 5 5 \A1; Ø 1/4 @ .25 (temperatura) doblan .15 en extremos \A1;Y EMPALME VERTICAL Y .040 0.50 0.60 EMPALMES TRASLAPADOS: VIGAS Y ALIGERADOS VALORES DE m 0.40 H.<0.30 REF. SUPERIOR 0.45 0.40 REF. INFERIOR 3/8" 0.40 H.CUALQUIERA Ø 5/8" 0.50 1/2" 0.40 0.45 H.>0.30 0.60 0.50 \A1;L \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/3 \A1;L/4 \A1;H en un 70% la longitud del empalme. 25 cm. para Ø 3/8" y 35 cm. para Ø 1/2" ó 5/8". c) Para aligerado y vigas chatas el acero inferior se empalmará sobre los apoyos, siendo la longitud de empalme igual a a) No empalmar mas del 50% del area total en una misma b) En caso de no empalmarse en las zonas indicadas, aumentar sección. EMPALMES: a) Los muros portantes serán de ladrillo k.k. (18 huecos). ALBAÑILERIA DE LADRILLO: b) El maximo porcentaje de alveolos no debe exeder el 25% de su volumen. armadura del aligerado \LV. A. -(.25 x .20 ) 4 Ø 1/2 5 5 \A1;estribo \U+00D8 1/4 1 @ .05, 4 @ .10, resto @ .20 \A1;sección 5 - 5 \LV. A. 1(.25 x .30 ) 5 \A1;estribo \U+00D8 1/4 4 @ .10, resto @ .20 6 \U+00D8 1/2 5 \A1;sección 6 - 6 \LV. A. 1-1(.25 x .30 ) 5 \A1;estribo \U+00D8 1/4 1 @ .05, 4 @ .10, resto @ .20 3 \U+00D8 1/2 5 1 Ø 1/2 2 Ø 5/8 \A1;secci\U+00F3n 1 - 1 5 5 \LV. A. 3 (.15x .20 ) \A1;estribo \U+00D8 1/4 4 @ .10, resto @ .20 4 \U+00D8 1/2 5 \A1;estribo \U+00D8 1/4 1 @ .07, 8 @ .10, resto @ .20 \A1;3 \U+00D8 1/2 \LV. A. 4(.25 x .30 ) 2 Ø 1/2 3 Ø 5/8 \A1;sección 4 - 4 \LV. S. 5 5 5 \A1;estribo \U+00D8 \H1x;1/4\fArial|b0|i0|c238|p34;\H1x; 4 @ .10, resto .20 7 Ø 1/2 5 5 5 \A1;estribo \U+00D8 1/4 1 @ .07, 8 @ .10, resto @ .20 6 \U+00D8 1/2 \LV. S. 2(.25 x .30 ) 5 5 \A1;3 \U+00D8 1/2 \LV. S. 2-2(.25 x .30 ) 1 Ø 1/2 2 Ø 5/8 \A1;sección 2 - 2 5 5 \A1;estribo \U+00D8 1/4 4 @ .10, resto @ .20 8 \U+00D8 1/2 \LV. Ch. 1 (.20 x .40 ) \A1;sección 3 - 3 \A1;S \U+00D8 \H1x;1/4\fArial|b0|i0|c238|p34;\H1x; @ .20 \LV. V. (.10 x .20 ) 5 5 \A1;2 \U+00D8 1/2 \A1;S \U+00D8 \H1x;1/4\fArial|b0|i0|c238|p34;\H1x; @ .20 \Lcorte x - x (.10 x .20) 5 5 \A1;2 \U+00D8 \H1x;3/8 \LV. A. 4 4 4 5 5 3 \U+00D8 1/2 \A1;3 \U+00D8 5/8 \A1;estribo \U+00D8 1/4 1 @ .07, 8 @ .10, resto @ .20 3 Ø 1/2 3 Ø 5/8 2 Ø 1/2 6 6 3 Ø 1/2 \A1;3 Ø 1/2 5 5 5 5 \A1;sección 6 - 6 5 5 5 5 \LV. A. 1 \A1;estribo \U+00D8 1/4 4 @ .10, resto @ .20 5 Aligerado 5 5 5 5 5 \A1;sección 4 - 4 \LV. A. 4 5 4 4 5 5 5 5 3 \U+00D8 1/2 \A1;3 \U+00D8 5/8 2 \U+00D8 1/2 \A1;2 Ø 1/2 \A1;estribo \U+00D8 1/4 1 @ .07, 8 @ .10, resto @ .20 V. A. 1 5 5 5 5 3 Ø 1/2 3 Ø 5/8 2 Ø 1/2 5 5 \A1;estribo \U+00D8 1/4 1 @ .05, 4 @ .10, resto @ .20 V. V. 5 5 \LV. S. 2 - 2 5 3 Ø 1/2 2 2 5 5 5 5 3 3 3 \U+00D8 1/2 \A1;2 \U+00D8 \H1x;5/8\fArial|b0|i0|c238|p34;\H1x; + 1 \U+00D8 1/2 4 \U+00D8 1/2 \A1;4 Ø 1/2 \A1;estribo \U+00D8 1/4 1 @ .07, 8 @ .10, resto @ .20 V. A. 4 5 5 \A1;sección 2 - 2 5 5 5 3 Ø 1/2 5 Aligerado 5 5 \A1;secci\U+00F3n 1 - 1 5 5 5 \A1;secci\U+00F3n 5 - 5 5 5 5 \A1;sección 4 - 4 RECUBRIMIENTO ESPECIFICADO Ø ESPECIFICADO Ø DE VIGA \A2;\U+00D8 DE COLUMNA 5 5 L r 3/8" u 8 mm 0.15 m 3 cm 1/4" ó 6 mm Ø 0.10 m 2 cm r L DETALLE TIPICO DE ESTRIBOS EN COLUMNAS, PLACAS O VIGAS \A1;estribo \U+00D8 1/4 4 @ .10, resto @ .20 \A1;estribo \U+00D8 1/4 1 @ .07, 8 @ .10, resto @ .20 1 Ø 3/8 5 1 Ø 1/2 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 V. A. V. A. V. A. V. A. V. A. V. A. V. A. -1 V. S. 2 5 5 V. A. -1 V. A. -1 5 5 5 5 5 1 1 \LV. CH. 1 4 \U+00D8 1/2 \A1;4 \U+00D8 1/2 5 3 Ø 1/2 \A1;3 Ø 1/2 3 Ø 1/2 3 Ø 1/2 5 5 \A1;estribo \U+00D8 1/4 1 @ .05, 4 @ .10, resto @ .20 x. x. \LV. A. \LV. Ch. 1 V. A. V. A. V. A. V. Ch. 1 V. A. V. V. V. A. V. A. 5 5 2 alambres # 8 c/3 hiladas 2 alambres # 8 c/3 hiladas llenar concreto entre muros dentados DETALLE DE ANCLAJE DE COLUMNAS EN MUROS PORTANTES (elevaci\U+00F3n) V. S. 2 5 5 1 Ø 3/8 @ .30 5 1 Ø 3/8 @ .30 5 \A2; 5 \A1;4 d \H0.7x;\S1#2;\H1.429x;" 5 5 \A1;estribo d \H0.7x;\S1#4;\H1.429x;" \A1;estribo d \H0.7x;\S1#4;\H1.429x;" 4 d 5/8\H1x;" 5 5 \A1;estribo d \H0.7x;\S1#4;\H1.429x;" \A1;8 d \H0.7x;\S1#2;\H1.429x;" 5 5 C - 1 C - 2 C - 3 \A1;estribo d \H0.7x;\S1#4;\H1.429x;" 5 \A1;4 d \H0.7x;\S1#2;\H1.429x;" C - 4 5 \A1;estribo d \H0.7x;\S1#4;\H1.429x;" 5 4 d 3/8\H1x;" C - 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 a .10 Resto a .25 5 5 a .10 5 4 a .10 Resto a .25 5 5 a .10 5 4 a .10 Resto a .25 5 5 a .10 5 4 a .10 Resto a .25 5 5 a .10 5 4 a .10 Resto a .25 5 5 a .10 5 5 5 \A1;estribo d \H0.7x;\S1#4;\H1.429x;" 6 d 5/8\H1x;" 5 5 C - 6 5 5 4 a .10 Resto a .25 5 5 a .10 5 5 5 \A1;estribo d \H0.7x;\S1#4;\H1.429x;" 6 d 1/2" 5 5 C - 7 5 5 4 a .10 Resto a .25 5 5 a .10 5 5 5 5 5 \A1;estribos d \H0.7x;\S3#8;\H1.429x;" \A1;6 d \H0.7x;\S5#8;\H1.429x;" 4 a 10 cm 5 4 a 10 cm resto a 25 cm 5 \LCORTE ZAPATA 5 \A1;estribos d \H0.7x;\S3#8;\H1.429x;" \A1;S d \H0.7x;\S1#4;\H1.429x;" a 0.20 \A1;2 d \H0.7x;\S3#8;\H1.429x;"\H1x; \A1;malla de temp. d \H0.7x;\S1#4;\H1.429x;" a 0.25 \H0.9997x;doblan 0.15 \H1x;en extremos 5 5 5 \A1;6 d \H0.7x;\S5#8;\H1.429x;" \A1;estribos d \H0.7x;\S3#8;\H1.429x;" 5 5 5 5 5 traslape 5 5 5 5 malla d 12 mm a 10cm\H1x; (eje) 5 5 5 5 5 5 5 5 5 SOLADO 5 C1 \A1;.40 DETALLE "L" \A1;.40 \A1;.40 X CONCRETO CIMIENTOS f 'c = 100 kg/cm2 + 30% PIEDRA GRANDE MAXIMO 8" NORMAS E0 20 - E0 30 - E0 50 - E0 60 - E0 70 R.N.C. ESPECIFICACIONES TECNICAS r r RECUBRIMIENTOS LIBRES ( r ) ACERO DE REFUERZO RESTO f 'c = 210 kg / cm2 ZAPATAS f 'c = 175 kg/cm2 VIGAS f 'c = 210 kg/cm2 GRADO 60 EN COLUMNAS 4 cms. EN VIGAS PERALTADAS 2 cms. EN LOSAS Y VIGAS CHATAS 7.5 cms. EN ZAPATAS SOBRECIMIENTOS f 'c = 140 kg/cm2 + 20% PIEDRA CHICA MAX 4" f y = 4,200 kg / cm2 DESIGNACION SIDER PERU BAC - E42 ASTM - A615 5 cms. EN SUPERFICIES EN CONTACTO CON LA TIERRA EMPALMES TRASLAPADOS Y DOBLECES EMPALME HORIZONTAL X 0.50 0.40 0.30 0.80 0.40 0.30 0.50 0.60 0.15 0.10 Z Y d Y = 2/3 H 1/4" 3/8" 1/2" 5/8" ZONA = 3 FACTOR DE USO U = 1.00 CATEGORIA C FACTOR DE ZONA Z = 0.40 z FACTOR DE SUELO S=1.20 SUELO TIPO S2 ALBAÑILERIA DE LADRILLO ESTRIBOS 45° COEFICIENTE DE REDUCCION Rx=Ry=6.00 AMPLIFICACION SISMICA Cx =Cy =2.50 PARAMETROS DE DISEÑO SISMO RESISTENTE PROFUNDIDAD DE CIMENTACION ( - 0.80 m. ) CARGA MAXIMA TRANSMITIDA AL TERRENO DE 95 kg/cm2 SERAN TIPO III Y SE ASENTARAN CON MORTERO PI ó PI C. = 1.00 kg / cm2 ( LIMO - ARENOSA) EMPALME VERTICAL y - y = 4.70mm x - x = 8.5 mm DESPLAZAMIENTO LATERAL 0.005 LOS MUROS PORTANTES SERAN DE LADRILLO K.K. CON ( f 'm = 35 kg/cm2 ) LOS LADRILLOS SE FABRICARAN SEGUN NORMAS ITENTEC Y TENDRAN UNA RESISTENCIA MINIMA A LA COMPRESION 4 cms. en columnas de lado > 0.25 m. 2.5 cms.en columnas de lado < 0.25 m. EL MAXIMO PORCENTAJE DE ALVEOLOS ( vacios ) NO DEBEN EXCEDER EL 25% DE SU VOLUMEN. DESPLAZAMIENTO MAXIMO ENTREPISO DESPLAZAMIENTO MAXIMO DEL ULTIMO NIVEL x - x = 12.07 mm y - y = 7.5 mm en un 70% la longitud del empalme. c) Para aligerado y vigas chatas el acero inferior se empalmará sobre los apoyos. a) No empalmar mas del 50% del area total en una misma b) En caso de no empalmarse en las zonas indicadas, aumentar sección. NOTA: VALORES DE m 0.40 H.<0.30 REF. SUPERIOR 0.65 0.50 REF. INFERIOR 3/8" 0.40 H.CUALQUIERA Ø 5/8" 0.70 1/2" 0.50 0.45 H.>0.30 0.80 0.60 \A1;L \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/3 \A1;m \A1;L/4 \A1;L/3 \A1;L/4 \A1;H DETALLE "T" \A1;.40 ENCUENTRO DE VIGAS EN PLANTA ESCALA ESTRUCTURA - COLUMNAS \LEN PLANTA \LC 3 \LC 4 \LC 5 \LC 6 \LC 7 \LC 2 \LC 1 CONCRETO ARMADO RECUBRIMIENTOS VIGAS PERALTADAS Y COLUMNAS ESCALERAS Y ALIGERADOS VIGAS CHATAS CONCRETO : f'c = 210Kg/cm2 ACERO REFUERZO : fy = 4200 Kg/cm2 : 2 Cm : 4 Cm : 2.5 Cm ESPECIFICACIONES TECNICAS HABITACION SALA II 5 V. A. V. S. -2 LOSA CONCRETO 1 d3/8" @ 0.15 anclaje plancha \fArial|b0|i0|c0|p34;para escalera\fArial|b0|i0|c238|p34; caracol\fArial|b0|i0|c0|p34; hacia siguienta techo V.Ch. 1 5 V.A. de 38 cm confinado 0.5cm

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
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Tags	armor, autocad, béton armé, ceiling, concrete, DETAIL, details, DWG, formwork, lightened, reinforced concrete, schalung, stahlbeton, typical