Structures Of Unloaded Roof DWG Block for AutoCAD

Armor of unloaded roof

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

structure lightened scale, column box, identical, identical, identical, identical, identical, in rto., rto., rto., lightweight detail, lightened armor, use straight bars, double, rto., rto., rto., rto., cantilever, cut, wire, spun, wire, spun, Detail of anchoring of columns in bearing walls, beam, of columns, do not show, cut, finished, typical lintel detail, first floor, cm cm, section, stairs, esc, n.p.t., roof support, in walls, column delivery, on roof, in corner, beams anchorage, section, low ceiling detail, openwork joist, ceiling, concrete cyclopean, prop., large stone, prop., concrete cyclopean, rto. according to picture, fill with concrete, between jagged walls, on a foundation, column anchor, foundation beam, concrete, column, beam, bent stirrup detail, cm cm, 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, joints folds, 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, see detail, low ceiling, see detail, low ceiling, window, staircase

Raw text data extracted from CAD file:

0.50 .15 .25 0.25 .25 0.25 .15 .25 .15 .25 0.40 0.25 0.40 0.25 .15 .25 0.25 .15 .20 0.30 .20 .40 .30 .10 .10 .10 .30 .05 .15 .20 .15 0.30 0.20 0.25 .15 0.20 0.40 0.25 0.15 0.25 0.30 0.40 0.25/0.15 0.50 1.00 0.25 0.40 0.10 .20 2.10 0.60 0.60 1.30 1.15 0.90 0.90 1.05 1.05 1.20 1.00 1.15 1.15 1.10 1.20 0.90 1.30 1.15 0.90 1.25 1.25 1.00 1.30 1.00 1.05 1.05 1.20 1.15 1.15 1.10 1.20 1.15 1.15 1.10 1.20 0.25 4.25 0.25 3.00 0.25 2.40 0.25 3.35 0.25 2.40 10.00 0.15 0.25 3.10 0.25 3.60 0.25 2.40 26.80 0.25 0.25 2.93 0.25 1.42 2.52 0.30 0.88 0.25 1.15 2.80 4.50 3.25 2.65 3.60 2.65 1.67 3.31 4.50 1.85 2.45 5.20 2.65 4.98 0.25 4.25 0.25 1.60 0.25 2.20 0.25 4.95 0.25 2.40 26.80 0.25 0.25 4.60 0.25 4.05 0.25 1.85 0.25 0.90 0.25 2.05 0.15 4.43 2.10 1.15 2.32 10.00 1.15 1.15 0.80 0.80 \A1;0.15 \A1;0.72 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.17 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 .10 0.50 .20 \A1;0.20 \A1;0.20 \A1;.50 \A1;@.15 \A1;1@.05,5@.10 ESTRUCTURA - ALIGERADO escala 1/50 CUADRO DE COLUMNAS 1° 2° d IDENTICO 4d1/2" d1/4", 1@.05,4@.15,Rto.@.25 4d5/8" IDENTICO 3° IDENTICO IDENTICO C-1 C-2 0.50 d1/4",1@.05,5@.10,Rto.@.20 8d1/2" 4d1/2" .15 IDENTICO IDENTICO IDENTICO IDENTICO C-3 C-4 C-5 C-6 C-7 C-8 IDENTICO IDENTICO IDENTICO IDENTICO IDENTICO IDENTICO IDENTICO IDENTICO .25 0.25 .25 0.25 d3/8", 1@.05,4@.15,Rto.@.25 .15 .25 .15 .25 6d1/2" 0.40 0.25 6d1/2" 0.40 0.25 6d5/8" d3/8", 1@.05,4@.15,Rto.@.25 .15 .25 4d3/8" d1/4", 1@.05,4@.15,Rto.@.25 Ø 1/4", en "S" , 1 @ .05 , Rto. @ .20 0.25 Ø 1/4", 4 @ .10 , Rto. @ .20 V-102 (.25 x .30 ) VA-1 (.15 x .20 ) VB (.15 x .20 ) .15 .20 0.30 2 Ø 3/8" 6 Ø 1/2" 6 Ø 1/2" VCH-1 (.40 x .20 ) Ø 1/4", 1 @ .05 , 4 @ .10 , Rto. @ .20 .20 .40 DETALLE DE ALIGERADO h = 0.20 ARMADURA DEL ALIGERADO .30 .10 .10 .10 .30 USAR BARRAS RECTAS DOBLAN .15 .05 .15 .20 4° .15 0.30 V-103 (0.15x0.30 ) Ø 1/4", 1 @ .05 , 4 @ .10 , Rto. @ .20 6 Ø 3/8" 0.20 0.25 Ø 1/4", 4 @ .10 , Rto. @ .20 VA (.25 x .20 ) 4 Ø 1/2" Ø 1/4", 4 @ .10 , Rto. @ .20 .15 0.20 0.40 0.25 0.15 V-102 / V-101 (.15 x .40 ) Ø 1/4", 4 @ .10 , Rto. @ .20 DETALLE VOLADIZO V-V 3 d 3/8" d 3/8" 1 @ 0.05, 3 @ 0.10 VB 1 1 CORTE 1-1 0.25 0.30 2 alambre # 8 c/3 hiladas .40 .40 2 alambre # 8 c/3 hiladas DETALLE DE ANCLAJE DE COLUMNAS EN MUROS PORTANTES (Elevación) ESC/1:25 VIGA d de columnas no se muestran s 0.40 0.25/0.15 4d1/2" 0.50 1.00 2.10 2 2 CORTE 2-2 0.25 0.40 TERMINADO 2 d1/2" 2 d1/2" 3 d 3/8" DETALLE DINTEL TIPICO (PUERTA) \LALIGERADO PRIMER PISO S/C = 200Kg/m2 0.10 .20 2 Ø 1/2" VT (.10 x .20 ) d1/4"Rto. @ .25 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" VCH-1 VA-1 V-101 V-A V-A V A V A 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 5 5 C-1 C-2 C-1 C-4 C-4 C-7 C-8 C-1 C-2 V-102 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" VT C-2 C-1 5 5 5 V-102 C-1 C-1 C-1 C-5 V-A V-A V-A V-A 5 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 1\U+22051/2" 1\U+22053/8" C-1 C-1 C-1 C-8 C-5 V-101 V-101 V-A V-A V-A V-A V-A V-A V-102 V-102 V-102 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-2 C-3 C-3 C-8 C-2 V-102 V-102 V-102 V-102 V-102 V-102 C-1 C-1 C-1 C-1 C-6 V A VA-1 VA-1 VA-1 VA-1 V-102 V-102 V-A V-A V-A V-103 5 5 5 5 V-102 V-102 V-102 V-102 V-102 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 5 5 5 5 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 5 5 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 5 5 VA-1 VT 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22053/8" 1\U+22053/8" 1\U+22051/2" 1\U+22051/2" 1\U+22053/8" 5 5 5 5 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 5 5 5 5 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 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 V-A V-A 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 5 5 5 5 5 5 5 V-A 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 5 5 1\U+22051/2" 1\U+22051/2" 1\U+22051/2" 5 5 r a 1/4" 2 cm 10 cm 3/8" 3 cm 15 cm ø 5 6ø3/8" 6ø3/8" 6ø3/8" 6ø3/8" 5 5 5 5 5 5 5 5 5 ø3/8"@0.20 5 ø3/8"@0.20 CP=0.173mts. P=0.25mts. 1° TRAMO S/C=200kg/m ESCALERAS ESC. 1/20 2 N.P.T. 0.17m. APOYO DE TECHO EN MUROS ENTREGA DE COLUMNA EN TECHO EN ESQUINA ANCLAJE DE VIGAS ESCALA:1/20 5 5 5 5 5 5 5 5 5 5 ESCALA:1/20 ESCALA:1/20 2° TRAMO d3/8"@0.25 d3/8"@0.20 d3/8"@0.20 d3/8"@0.25 d3/8"@0.20 d3/8"@0.20 d3/8"@0.25 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.25 VA-1 DETALLE DE TECHO BAJO VIGUETA CALADA Ø 3/8" @ .20 V-102 .10 0.50 .20 TECHO 5 5 CONCRETO CICLOPEO PROP. 1:10 + 30% DE PIEDRA GRANDE DE PIEDRA GRANDE PROP. 1:10 + 30% CONCRETO CICLOPEO 5 Rto. segun cuadro @.15 1@.05,5@.10 LLENAR CON CONCRETO ENTRE MUROS DENTADOS EN CIMIENTO CORRIDO ANCLAJE DE COLUMNAS VIGA DE CIMENTACION CONCRETO F'C=175KG/CM2 ø COLUMNA O VIGA r DETALLE DOBLADO DE ESTRIBO r a 1/4" 2 cm 10 cm 3/8" 3 cm 15 cm \A1;ESPECIF. \A1;ESPECIF. \A1;a 45° 45° ø 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 Y DOBLECES EMPALME HORIZONTAL X 0.50 0.40 0.30 0.70 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 S/C=200kg/m V-A V-A VER DETALLE TECHO BAJO VER DETALLE TECHO BAJO VENTANA caja de escalera

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	alveoplaca, armor, autocad, block, DWG, leichte struktur, lightweight structure, roof, structures