Concrete Barn DWG Block for AutoCAD

4 concrete barn floors

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

observations :, scale :, ez, date :, drawing :, monumental vega, general plant – details, state of chile bank, carlos perez bobadilla, concepcion, jorge carrasco silva-renard, luis salazar fonseca, juan carlos albornoz, materia, chief installer, engineer, branch, assistant manager, manager, inst. and maintenance, air conditioning, e.a.c., t.p., profile, group, generator, equipment position detail, npt, garbage dump, street hamburg, santa marta street, hong kong street, avenida barranquilla, av. circumvallation, project: commercial barn safi ltda., dimensions in cms. and mts.-elevations in mts.-the elevation prevails over the drawing, general notes, dimensions in mm. elevations in mts.-the level prevails over the drawing, metal structure, civil engineer, ing. galpon safi ltda., costanera tip., given foundation, elevation type axes a and d, elevation type axes b and c, alb. cement block, class a, content:, plant foundations, observations, rev., dib., modifications, n date, drawing cad :, hector rodrigo olivares molina, sheet no .:, scale:, owner:, revision :, safi ltda. , location:, elevation axes a and d, elevation axes b and c, beam foundation, vertical and diagonal, variable, lower rope, section z, upper rope, inclined, carved, radier, gravel bed, sup. and inf., step type, welded to lemon, filled with concrete, detail tiers and ladder, lucarna, plane details, first floor, second floor, third floor, in all levels, stabilized, according to detail, important:

Raw text data extracted from CAD file:

OBSERVACIONES: ESCALA: 1 : 50 LAMINA N° E.Z. FECHA: JUNIO 1999 DIBUJO: 1 VEGA MONUMENTAL PLANTA GENERAL - DETALLES BANCO DEL ESTADO DE CHILE CARLOS PEREZ BOBADILLA CONCEPCION JORGE CARRASCO SILVA-RENARD LUIS SALAZAR FONSECA JUAN CARLOS ALBORNOZ MATERIA JEFE INSTALACION INGENIERO SUCURSAL SUBGERENTE GERENTE SECCION INST. Y MANTENCION AIRE ACONDICIONADO UE E.A.C. T.P. PERFIL 80X40X4 GRUPO ELECTROGENO DETALLE POSICION EQUIPOS S/E NPT UI-3 UI-2 UI-1 DESAGUE DE JARDINERA \A1;140 \A1;122 \A1;120 \A1;85 \A1;170 \A1;85 \A1;85 \A1;170 \A1;85 \A1;15.00 \A1;42.00 \A1;10 \A1;10 \A1;10 \A1;10 \A1;15.00 \A1;10 \A1;10 \A1;10 \A1;14.80 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;41.80 \A1;14.80 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;41.80 \A1;65 \A1;65 \A1;130 \A1;130 \A1;140 \A1;120 \A1;10 \A1;10 \A1;10 \A1;10 \A1;42.00 \A1;15.00 \A1;41.80 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;14.80 \A1;41.80 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;14.80 \A1;10 \A1;10 \A1;10 \A1;10 \A1;42.00 \A1;15.00 \A1;120 \A1;140 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;90 \A1;150 \A1;130 \A1;1480 \A1;90 \A1;150 \A1;1480 \A1;120 \A1;20 \A1;298 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;30 \A1;268 \A1;30 \A1;310 \A1;30 \A1;310 \A1;30 \A1;310 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;30 \A1;268 \A1;30 \A1;310 \A1;30 \A1;310 \A1;30 \A1;310 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;130/130 \A1;10 \A1;90 \A1;100 \A1;35 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;41.80 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;90 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;85 \A1;170/170 \A1;85 \A1;65 \A1;65 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;340 \A1;42 \A1;298 \A1;90 \A1;150 \A1;10 \A1;10 \A1;120 \A1;130 \A1;1480 \A1;120 \A1;20 \A1;298 \A1;298 \A1;340 \A1;340 \A1;340 \A1;90 \A1;150 \A1;10 \A1;120 \A1;130 \A1;10 \A1;120 \A1;130 \A1;530 \A1;475 \A1;475 \A1;14.80 \A1;120 \A1;20 \A1;298 \A1;35 \A1;298 \A1;340 \A1;340 \A1;340 \A1;90 \A1;150 \A1;10 \A1;120 \A1;130 \A1;10 \A1;120 \A1;130 \A1;100 \A1;150 \A1;20 \A1;298 \A1;20 \A1;130 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;41.80 \A1;65 \A1;130/130 \A1;65 \A1;20 \A1;130 43C 43B 42B 2 7 3 29 6 32 8 36 35 34 33 7 4 5 6 9 10 11 12 40 39 38 37 44 43 45 13 14 42 41 1 46 2 4 25 26 24 23 27 28 38 39 4 5 19 6 29 30 35 33 34 31 32 36 28 12 12 6 22 20 21 18 19 7 6 5 4 23 24 25 26 11 10 9 8 22 23 20 21 6 7 4 5 24 25 26 27 8 9 10 11 27 28 15 16 14 13 16A 31 32 29 30 16 15 13 14 33 17 7 CALLE HAMBURGO 34 18 37 4 5 3 17 18 19 16 12 13 14 15 9 8 9 10 11 6 7 92 93 1 3 2 1A 4 13 12 14 15 16 11 8 7A 8 8A 9 10 CALLE SANTA MARTA CALLE HONG - KONG AVENIDA BARRANQUILLA AV. CIRCUNVALACION \A1;40 \A1;25 \A1;40 \A1;20 \A1;41.80 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;522.5 \A1;14.80 \A1;10 \A1;10 \A1;10 \A1;10 \A1;42.00 \A1;15.00 \A1;7300 \A1;7 esp. a 1000 = 7000 \A1;1275 \A1;7300 \A1;7 esp. a 1000 = 7000 \A1;1275 \A1;14600 \A1;200 \A1;1200 \A1;1000 \A1;VARIABLE \A1;62.5 \A1;125 \A1;62.5 \A1;7368 \A1;1919 \A1;100 \A1;2018 \A1;2018 \A1;1115 \A1;197 \A1;20 \A1;20 \A1;20 \A1;30 \A1;10 \A1;20 \A1;10 \A1;90 \A1;70 \A1;18 \A1;18 \A1;30 \A1;20 \A1;150 \A1;75 \A1;75 \A1;800 \A1;140 \A1;940 \A1;130 \A1;65 \A1;65 \A1;130 \A1;122 \A1;122 \A1;122 \A1;120 \A1;130 \A1;130 \A1;120 \A1;130 \A1;120 \A1;130 \A1;65 \A1;65 \A1;130/130 \A1;65 \A1;65 \A1;130/130 \A1;65 \A1;65 \A1;130/130 \A1;65 \A1;65 \A1;130/130 \A1;65 \A1;65 \A1;130/130 \A1;65 \A1;65 \A1;130/130 \A1;60 \A1;120 \A1;10 \A1;10 \A1;120 \A1;35 \A1;50 \A1;50 \A1;50 \A1;50 \A1;100 \A1;100 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;30 \A1;20 \A1;25 \A1;20 \A1;100 \A1;100 \A1;20 \A1;50 \A1;30 \A1;20 \A1;35 \A1;60 \A1;25 \A1;50 \A1;20 \A1;20 \A1;10 \A1;20 \A1;10 \A1;85 \A1;85 \A1;170/170 \A1;90 \A1;70 \A1;10 \A1;120 \A1;130 \A1;740 \A1;740 \A1;740 \A1;740 \A1;740 \A1;740 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 \A1;7.40 18 19 17 16 15 14 13 9 10 11 12 8 2 1 4 3 7 6 5 PLANTA DE FUNDACIONES N+0.00 ESCALA 1:50 A C D 41.80 522.5 522.5 522.5 522.5 522.5 522.5 9 8 7 6 5 4 3 2 1 P4 DF2 DF2 DF2 DF2 DF2 DF2 DF2 DF2 P3 DF2 P4 P2 P2 P2 P2 P2 P2 P2 P3 DF2 DF2 P2 14.80 VF1 25/40 PLANTA DE ESTRUCTURA 1er NIVEL N+3.40 ESCALA 1:50 41.80 522.5 522.5 522.5 522.5 522.5 522.5 522.5 522.5 14.80 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 VF2 20/40 10 10 10 15.00 A B C D 9 8 7 6 5 4 3 2 1 10 10 10 10 42.00 15.00 V1 25/50 V1 25/50 3 A 2 1 0 A B C B C D D E F E F G H G H I I 3 2 1 0 J J PROYECTO : GALPON COMERCIAL SAFI LTDA. 2.- HORMIGON DADO FUNDACION: TIPO H-25 6.- ACERO: A 63-42 H CON RESALTES TRASLAPOS 40 DIAM. MINIMO. 5.- HORMIGON RADIERES: TIPO H-20 e=10cms. 4.- HORMIGON ESTRUCTURA Y LOSAS: TIPO H-25 COTAS EN CMS. y MTS.-ELEVACIONES EN MTS.-LA COTA PREVALECE SOBRE EL DIBUJO 7.- RECUBRIMIENTOS: EN FUNDACIONES Y VIGAS FUNDACION 5cms. MINIMO. 3.- HORMIGON VIGA FUNDACION: TIPO H-25 0.- EMPLANTILLADOS: HORMIGON 170Kg.cem./m3 e=5cms. 1.- ESTABILIZADO: e= 15cms. MINIMO, CBR>40% COMPACTADO, >95% PROCTOR MODIFICADO. NOTAS GENERALES A A B C B C D D E F E F G H G H I I J J 3 2 1 0 3 2 1 0 ? ? ? ? ? ? DF1 85 170 85 85 170 85 DF1 DF1 DF1 DF1 DF1 DF1 18 19 17 16 15 14 13 9 10 11 12 8 4 7 6 5 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 120 COTAS EN mm. ELEVACIONES EN MTS.-LA COTA PREVALECE SOBRE EL DIBUJO 2.- SE USARA ELECTRODO DE LA SERIE AWS 7011. FILETE MINIMO= 5mm. POR TODO EL CONTORNO. 3.- RECUBRIMIENTO EST. METALICA : DOS MANOS ANTICORROSIVO EPOXICO. DOS MANOS ESMALTE EPOXICO (TERMINACION) 1.- ACERO ESTRUCTURA METALICA: A 42-27 ES ESTRUCTURA METALICA 4.- EN TODOS LOS PILARES AL UNIRSE CON VIGAS PRINCIPALES, DEBEN INSTALARSE ATIESADORES DE COLUMNAS, DE ESPESOR MÍNIMO DE 8 MM. 5.- EN TODOS LOS PILARES AL UNIRSE CON LOS PILARES SUPERIORES, DEBEN INSTALARSE PLACAS DE TRASPASO, DE ESPESOR MÍNIMO DE 10 MM Y DE TAMAÑO IGUAL AL PILAR MAYOR. 122 140 8.- ALBAÑILERIAS: BLOQUE CEMENTO CLASE A REFUERZO VERTICAL: TENSOR fe 8mm. c/1.00mt. MAXIMO. REFUERZO HORIZONTAL: ESCALERILLA ACMA CADA 3 HILADAS. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es FORMATO 900 x 1000 BLANCO(7): 0.1 AMARILLO:0.3 AZUL: 0.7 VERDE:0.4 ROJO: 0.13 CELESTE:0.2 ING. GALPON SAFI LTDA. ESCALA 1:50 P1 DF1 DF2 DF2 DF2 DF2 DF2 DF2 65 65 130 130 P2 100 15 d10@15 d10@15 ESCALA 1:50 41.80 522.5 522.5 522.5 522.5 522.5 522.5 522.5 522.5 14.80 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 A B C D 9 8 7 6 5 4 3 2 1 10 10 10 10 42.00 15.00 A A B C B C D D E F E F G H G H I I J J 3 2 1 0 3 2 1 0 18 19 17 16 15 14 13 9 10 11 12 8 4 7 6 5 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 120 140 ESCALA 1:50 41.80 522.5 522.5 522.5 522.5 522.5 522.5 522.5 522.5 14.80 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 A B C D 9 8 7 6 5 4 3 2 1 10 10 10 10 42.00 15.00 A A B C B C D D E F E F G H G H I I J J 3 2 1 0 3 2 1 0 18 19 17 16 15 14 13 9 10 11 12 8 4 7 6 5 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 120 140 C 100/50/15/3 COSTANERA TIP. 298 340 42 298 340 42 298 340 42 298 90 N+0.00 N+3.40 N+6.80 N+10.20 N+13.18 150 DF2 SEGUN DETALLE DADO FUNDACION DF2 SEGUN DETALLE DADO FUNDACION 130 1480 ELEVACION TIPO EJES 2 y 3 ESCALA 1:50 A B C D PILAR P2 PILAR P2 CERCHA CM1 PILAR P5 20/20 PILAR P5 20/20 120 20 298 298 340 340 340 90 N+0.00 N+3.40 N+6.80 N+10.20 N+13.18 150 DF2 SEGUN DETALLE DADO FUNDACION DF2 SEGUN DETALLE DADO FUNDACION DF2 SEGUN DETALLE DADO FUNDACION 10 120 130 10 120 130 530 475 475 14.80 A B C D PILAR P3 PILAR P3 65 130/130 65 PILAR P2 VF2 20/40 VF2 20/40 CAD.1 20/40 CAD.1 20/40 CAD.1 20/30 CAD.1 20/30 CAD.2 20/20 CAD.2 20/20 20 130 C 100/50/15/3 COSTANERA TIP. 298 340 42 298 340 42 298 340 42 298 90 N+0.00 N+3.40 N+6.80 N+10.20 N+13.18 150 DF2 SEGUN DETALLE DADO FUNDACION DF2 SEGUN DETALLE DADO FUNDACION 10 10 120 130 1480 ELEVACION EJE 1 ESCALA 1:50 A B C D PILAR P4 PILAR P4 CERCHA CM1 PILAR P5 20/20 PILAR P5 20/20 120 20 298 35 298 340 340 340 90 N+0.00 N+3.40 N+6.80 N+10.20 N+13.18 150 DF2 SEGUN DETALLE DADO FUNDACION DF2 SEGUN DETALLE DADO FUNDACION 10 120 130 10 120 130 ELEVACION TIPO EJES A y D ESCALA 1:50 1 7 8 9 PILAR P4 PILAR P3 100 P5 20/20 P5 20/20 VF2 20/40 VF2 20/40 VF2 20/40 CAD.2 20/20 CAD.2 20/20 CAD.2 20/20 20 130 522.5 522.5 522.5 522.5 522.5 522.5 522.5 522.5 41.80 P5 20/20 VF2 20/40 CAD.2 20/20 P5 20/20 VF2 20/40 CAD.2 20/20 P5 20/20 VF2 20/40 CAD.2 20/20 P5 20/20 VF2 20/40 CAD.2 20/20 DF2 SEGUN DETALLE DADO FUNDACION 65 65 PILAR P2 P5 20/20 130/130 VF2 20/40 CAD.1 20/30 CAD.2 20/20 2 3 4 5 6 DF2 SEGUN DETALLE DADO FUNDACION 10 90 100 ELEVACION TIPO EJES B y C ESCALA 1:50 1 7 8 9 PILAR P2 35 522.5 522.5 522.5 522.5 522.5 522.5 522.5 522.5 41.80 2 3 4 5 6 298 340 42 298 340 42 298 340 42 298 90 N+0.00 N+3.40 N+6.80 N+10.20 N+13.18 150 20 298 DF1 SEGUN DETALLE DADO FUNDACION V1 25/50 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 PILAR P4 20/20 3 A 2 1 0 A B C B C D D E F E F G H G H I I 3 2 1 0 J J A A B C B C D D E F E F G H G H I I J J 3 2 1 0 3 2 1 0 3 A 2 1 0 A B C B C D D E F E F G H G H I I 3 2 1 0 J J A A B C B C D D E F E F G H G H I I J J 3 2 1 0 3 2 1 0 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 ALB. BLOQUE CEMENTO CLASE A ALB. BLOQUE CEMENTO CLASE A 30 268 30 310 30 310 30 310 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 DF1 SEGUN DETALLE DADO FUNDACION 85 170/170 85 P/1 P/1 V1 25/50 DF1 SEGUN DETALLE 85 170/170 85 DADO FUNDACION ELEVACION EJE 9 ESCALA 1:50 C 100/50/15/3 COSTANERA TIP. 298 340 42 298 340 42 298 340 42 298 90 N+0.00 N+3.40 N+6.80 N+10.20 N+13.18 150 DF2 SEGUN DETALLE DADO FUNDACION DF2 SEGUN DETALLE DADO FUNDACION 1480 ELEVACION TIPO EJES 4 al 8 ESCALA 1:50 A B C D PILAR P2 PILAR P2 CERCHA CM1 PILAR P5 20/20 PILAR P5 20/20 120 20 298 DF1 SEGUN DETALLE 85 170/170 85 DADO FUNDACION 30 268 30 310 30 310 30 310 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 CAD.1 20/30 TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. TENSOR fe 8 TIP. P/1 P/1 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 P/1 P/1 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 CONTENIDO : PLANTA FUNDACIONES N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA I LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 1:50 01 A PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : PLANTA ESTRUCTURA 1 NIVEL N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 02 A PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : PLANTA ESTRUCTURA 2 NIVEL N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 03 A PLANTA DE ESTRUCTURA 2do NIVEL +6.80 PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : PLANTA ESTRUCTURA 3 NIVEL N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 04 A PLANTA DE ESTRUCTURA 3er NIVEL +10.20 P/1 PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : ELEVACIÓN EJES A y D N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 05 A PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 06 A PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 07 A PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI 08 A ELEVACIÓN EJES B y C ELEVACIÓN EJES 1 - 2 y 3 ELEVACIÓN EJES 4 al 8 y 9 VF2 20/40 VIGA FUNDACION 2 fe 10 3 fe 16 2 fe 16 l=100 5 40 30 N+0.00 e.fe 8a15 5 30 15 15 25 VF1 25/40 ESC. 1:20 VIGA FUNDACION 2 fe 10 2 fe 18 2 fe 18 40 N+0.00 e.fe 8a20 l=110 5 30 5 30 20 20 20 A A B C B C D D E E F G H I J 3 2 1 0 3 2 1 0 PLANTA DE ESTRUCTURA y CUBIERTAS NIVEL +13.18 ESCALA 1:50 41.80 522.5 522.5 522.5 522.5 522.5 522.5 522.5 522.5 14.80 A B C D 9 8 7 6 5 4 3 2 1 10 10 10 10 42.00 15.00 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 CERCHA CM1 C 100/50/15/3 COSTANERA TIP. C 100/50/15/3 COSTANERA TIP. 7300 7 esp. a 1000 = 7000 1275 7300 7 esp. a 1000 = 7000 1275 14600 200 1200 1000 VERTICAL y DIAGONAL VARIABLE DETALLE CERCHA CM1 CUERDA INFERIOR 62.5 125 62.5 SECCION Z ESC. 1:10 U 150/50/3 - 2L 40/40/3 CUERDA SUPERIOR INCLINADA U 150/50/3 U 150/50/3 ? U 125/50/3 U 150/50/3 2L 40/40/3 TIP. 2L 40/40/3 TIP. 2L 40/40/3 TIP. 2L 40/40/3 TIP. 2L 40/40/3 TIP. ESCALA 1:25 DETALLE CERCHA METALICA CM1 N+13.18 C 150/50/3 7368 1919 100 2018 2018 1115 197 l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm CLASE A ALB. BLOQUE CEMENTO e = 5cms. EMPLANTILLADO HORMIGON H-5 e = 5cms. EMPLANTILLADO HORMIGON H-5 SECCION 3 - ESC. 1:20 CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. CAD.1 20/30 + CAD.2 20/20 SUP. l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm l= 8850 CABLE ACERO ESTRUC. 10mm ESC. 1:20 CAD.2 20/20 2 fe 10 2 fe 10 e.fe 8a20 l=70 5 15 5 15 15 15 20 20 2 fe 12 2 fe 12 e.fe 8a20 l=90 5 25 5 25 15 15 20 ESC. 1:20 CAD.1 20/30 30 RADIER HORM. TIPO H-25 10 20 10 CAMA RIPIO N+0.00 90 70 sup. e inf. fe 16 a 20 SECCION 2 ESC. 1:20 DETALLE FUNDACION DF2 - EMPLANTILLADO e = 5cms. PILAR H.A. P1/P2 o P3 SEGUN DETALLE 24 fe 16 18 18 30 20 LIMON TUBULAR RECTANGULAR 150/50/3 PELDAÑO TIPO 2C 150/50/15/3 SOLDADO A LIMON RELLENO CON HORMIGON ESC. 1:10 DETALLE GRADAS Y ESCALA 150 75 75 U 150/50/3 U 150/50/3 800 140 940 C 100/50/15/3 COSTANERA TIP. EN EJES 4 al 8 LUCARNA A A B C B C D D E F E F G H G H I I J J 3 2 1 0 3 2 1 0 PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : PLANTA ESTRUCTURA 4 NIVEL N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI A PROYECTO : GALPON COMERCIAL SAFI LTDA. INGENIERO CIVIL FONO:09-0990293 - MAIL: rodolivares67@yahoo.es CONTENIDO : PLANO DETALLES N OBSERVACIONES REV. DIB. MODIFICACIONES N FECHA 1 2 3 4 5 Dibujo CAD: \W5.15464; ROL SII: \W5.15464; Fecha: OCT. 2007 HECTOR RODRIGO OLIVARES MOLINA LAMINA Nº: ESCALA : PROPIETARIO : REVISION: SAFI LTDA. UBICACIÓN : MANZANA 22 SITIO 4 ZOFRI A 1:50 1:50 1:50 1:50 1:50 1:50 1:50 1:50 1:50 09 10 DF2 DF2 130 65 65 130 P1 P1 P1 P1 P1 P1 P2 P2 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 P2 P2 P2 P4 P3 P2 P2 P2 P2 P2 P2 P2 P1 P1 P1 P1 P4 P2 P2 P2 P2 P2 P2 P2 P3 P4 P2 P2 P2 P2 P2 P2 P2 P3 P4 P2 P2 P2 P2 P2 P2 P2 P3 P4 P2 P2 P2 P2 P2 P2 P2 P3 P2 122 122 122 120 130 130 120 130 120 130 PILAR P2 PILAR P2 P5 20/20 PILAR P2 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 P1 40/40 P1 40/40 P1 40/40 P1 40/40 P1 40/40 P1 40/40 P1 40/40 P1 40/40 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 DF2 SEGUN DETALLE DADO FUNDACION 65 65 130/130 DF2 SEGUN DETALLE DADO FUNDACION 65 65 130/130 DF2 SEGUN DETALLE DADO FUNDACION 65 65 130/130 DF2 SEGUN DETALLE DADO FUNDACION 65 65 130/130 DF2 SEGUN DETALLE DADO FUNDACION 65 65 130/130 DF2 SEGUN DETALLE DADO FUNDACION 65 65 130/130 60 10 120 10 120 35 50 50 50 50 100 100 101 15 d10@15 d10@15 102 15 d10@15 d10@15 103 15 d10@15 d10@15 104 15 d10@15 d10@15 108 15 d10@15 d10@15 109 15 d10@15 d10@15 110 15 d10@15 d10@15 111 15 d10@15 d10@15 112 15 d10@15 d10@15 113 15 d10@15 d10@15 106 15 d10@15 d10@15 107 15 d10@15 d10@15 200 15 d10@15 d10@15 201 15 d10@15 d10@15 202 15 d10@15 d10@15 203 15 d10@15 d10@15 204 15 d10@15 d10@15 205 15 d10@15 d10@15 206 15 d10@15 d10@15 207 15 d10@15 d10@15 208 15 d10@15 d10@15 209 15 d10@15 d10@15 210 15 d10@15 d10@15 211 15 d10@15 d10@15 212 15 d10@15 d10@15 213 15 d10@15 d10@15 214 15 d10@15 d10@15 215 15 d10@15 d10@15 216 15 d10@15 d10@15 V1 25/50 300 15 d10@15 d10@15 301 15 d10@15 d10@15 302 15 d10@15 d10@15 303 15 d10@15 d10@15 304 15 d10@15 d10@15 305 15 d10@15 d10@15 306 15 d10@15 d10@15 307 15 d10@15 d10@15 308 15 d10@15 d10@15 309 15 d10@15 d10@15 310 15 d10@15 d10@15 311 15 d10@15 d10@15 312 15 d10@15 d10@15 313 15 d10@15 d10@15 314 15 d10@15 d10@15 315 15 d10@15 d10@15 316 15 P S d10@15 d10@15 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=962 100 11 100 11 S.I.d10@15 L=586 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 185 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=641 100 530 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=633,5 11 100 S.I.d10@15 L=633,5 11 100 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 S SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=633,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=522,5 S.I.d10@15 L=851 100 11 S.I.d10@15 L=586 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=586 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 S.I.d10@15 L=851 100 11 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 SSd12@15 30 11 L=342 30 11 130 130 S.I.d10@15 L=522,5 PRIMER PISO PILAR P1 40/40 2 fe 18 2fe25+1fe18 e.fe 10 a 15 40 2fe25+1fe18 TRABA 1+1 fe 12 a 15 S.I.d10@15 L=238 100 11 S.I.d10@15 L=522,5 S.I.d10@15 L=448 100 11 337 L=464 100 353 S.I.d10@15 L=448 100 11 337 40 5 5 35 35 35 35 l=150 2 fe 16 2fe22+1fe16 e.fe 10 a 15 40 2fe22+1fe16 TRABA 1+1 fe 12 a 25 40 ESC. 1:25 SEGUNDO PISO PILAR P1 40/40 ESC. 1:25 2 fe 12 2fe18+1fe12 e.fe 10 a 15 40 2fe22+1fe16 TRABA 1+1 fe 12 a 25 40 TERCER PISO PILAR P1 40/40 ESC. 1:25 PILAR P2 50/50/25 ESC. 1:25 2 fe 12 2 fe 18 e.fe 8a15 4 fe 18 4 fe 18 30 20 l=140 5 5 45 20 20 45 15 15 5 5 45 45 l=130 25 TRABA fe 12 a 15 2 fe 18 2 fe 18 PILAR P3 100/100/20 ESC. 1:25 4 fe 16 D.M. d10@15 D.M. d10@15 5 5 5 5 20 100 100 20 95 95 95 95 15 15 15 15 l=230 l=230 50 30 20 35 60 3 fe 18 5 5 15 55 15 55 l=150 5 5 25 30 30 25 l=120 PILAR P4 60/35/30/20 ESC. 1:25 25 50 3 fe 25 3 fe 25 VIGA V1 25/50 ESC. 1:20 PILAR P5 20/20 2 fe 12 2 fe 12 e.fe 8a20 l=70 5 15 5 15 15 15 20 20 4 fe 16 2 fe 25 2 fe 18 6 fe 16 2 fe 16 EN TODOS LOS NIVELES ESC. 1:25 e.fe 8a15 e.fe 10a15 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 S.I.d10@15 L=346 100 11 235 S.I.d10@15 11 50 125 L=186 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 P1 L=633,5 11 100 522,5 P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S S.I.d10@15 L=744,5 11 100 522,5 11 100 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=744,5 11 100 522,5 11 100 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S P S S.I.d10@15 L=744,5 S.I.d10@15 L=633,5 11 100 522,5 S.I.d10@15 L=633,5 11 100 522,5 P S P S P S P S P S P S P S P S P S P S P S P S P S ZONA CRITICA PILAR-VIGA LC 100 CM e.fe 10a8 2 fe 25 SECCION 1 ESC. 1:25 DETALLE FUNDACION DF1 - RADIER ESTABILIZADO e= 15cms. SEGUN DETALLE 2+2 PERNOS ANCLAJE EMPLANTILLADO e = 5cms. HORM. TIPO H-25 170 Kg.cem./m3 26 fe 16 10 20 10 CAMA RIPIO sup. e inf. fe 16 a 20 60 60 ? 160 fe 18a15 l=280 160 fe 18a15 l=280 60 60 N+0.00 85 85 170/170 90 70 10 120 130 120 fe 12a20 l=240 120 fe 12a20 l=240 60 60 60 60 IMPORTANTE: P/1 P/1 P/1 \A1;10 \A1;10 740 740 740 740 740 740 P1 B 7.40 7.40 \A1;10 P2 P1 P1 P1 P1 P1 P1 P1 P1 V1 25/50 V1 25/50 P1 P1 P1 P1 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 V1 25/50 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P2 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 S.I.d10@15 L=851 100 11 740 740 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 11 SSd12@15 30 11 185 11 30 185 11 SSd12@15 30 11 185 11 30 185 11 SSd12@15 30 11 185 11 30 185 11 SSd12@15 30 11 185 11 30 185 11 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 11 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 SSd12@15 30 11 185 11 30 185 105 15 d10@15 d10@15 P S 7.40 7.40 7.40 7.40 7.40 7.40 S.I.d10@15 L=962 100 11 100 11 740 7.40 7.40 V1 25/50

Language	Spanish
Drawing Type	Block
Category	Utilitarian Buildings
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	adega, armazenamento, autocad, barn, block, building, cave, celeiro, cellar, concrete, DWG, floors, grange, keller, le stockage, scheune, speicher, storage, structure, warehouse