Steel Structure Details DWG Detail for AutoCAD

Steel Structure Details

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

structural rehabilitation of the building by means of the placement of braced elements of metallic structures, Universidad de Oriente Nucleo de Anzoategui School of Engineering Applied Sciences Civil Engineering Department, revised by: ing. or. blas pinto, structural repair project, drawing: gilbellys rosemary, br. gilbellys rosemary, scale:, February date, location in pile plant, sight in, detail of head for three piles, concrete tile, granite pebbles, beige matte, bar pattern, brown brick, brown bumpybrick, bumpywhite stone, chrome lake, cruiser, olive drab, palm frond, reflect house, southwest pattrn, goldgranite tile, tile graygranite, tile white, brown brick, marble tan, termination plate, mounting, provisional support in, angular, metallic, beam, column, metallic, beam, pile reinforcement, given f’c, subfloor plate f’c, superior reinforcement given, lower reinforcement given, floor n., it varies, pile head, ipn column, stirrups, pile reinforcement m., pre-cast piles in concrete cast in place f’c m., cut type of piles given, esc, foundation beams f’c, Bolts detail, compacted base, secondary armor, main armor., anchorage, bolts, Anchor plate, Bolts detail, stiffeners, metal pillar, cleaning concrete, spiral of each cm, structural rehabilitation of the building by means of the placement of braced elements of metallic structures, Universidad de Oriente Nucleo de Anzoategui School of Engineering Applied Sciences Civil Engineering Department, revised by: ing. or. blas pinto, structural repair project, drawing: gilbellys rosemary, br. gilbellys rosemary, scale:, structure base detail, iron connection detail, view of the overall reinforcement of the structure, February date

Raw text data extracted from CAD file:

REHABILITACIÓN ESTRUCTURAL DEL EDIFICIO Nº05 MEDIANTE LA COLOCACIÓN DE ELEMENTOS ARRIOSTARDOS DE ESTRUCTURAS METALICAS UNIVERSIDAD DE ORIENTE NUCLEO DE ANZOATEGUI ESCUELA DE INGENIERÍA Y CIENCIAS APLICADAS DEPARTAMENTO DE INGENIERIA CIVIL REVISADO POR: ING. O. BLAS PINTO PROYECTO DE REPARaCIÓN ESTRUCTURAL DIBUJO: Gilbellys Romero Br. GILBELLYS ROMERO Escala: S/E D-1 Fecha Febrero 2008 UBICACION EN PLANTA DE PILOTES VISTA EN 3D DETALLE DE CABEZAL PARA TRES PILOTES 0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 \A1;4.80 \A1;5.60 \A1;5.60 \A1;VR \A1;VR \A1;VR \A1;VR \A1;VR \A1;VR \A1;1.20 \A1;1.20 \A1;4.80 \A1;5.60 \A1;5.60 \A1;4.80 \A1;31.20 \A1;VR \A1;2.80 \A1;0.50 \A1;0.50 \A1;0.50 \A1;D= 420 mm \A1;L ó B .12 \A1;H \A1;.10 \A1;.10 \A1;Varia \A1;.10 1,3 1,72 0,65 0,65 0,74 0,38 0,20 0,28 0,20 0,15 0,88 0,15 0.90 350mm 210mm 90mm 200mm CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “0”)(11 “Ks” “1”)(11 “roughness” “0.7”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BEIGE MATTE 1.0000,0.8276,0.6437 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.682353”)(11 “Kd” “0.682353”)(11 “Ks” “0.784314”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 4WAY BAR PATTERN 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.882353”)(11 “roughness” “0.83”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.4”)(11 “Kd” “0.73”)(11 “Ks” “0.01”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BUMPYBRICK 1.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.603922”)(11 “Kd” “0.603922”)(11 “Ks” “1”)(11 “roughness” “0.94”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BUMPYWHITE STONE 1.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.35”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.94”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CHROME LAKE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.41”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CRUISER 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 OLIVE DRAB 0.7957,1.0000,0.6774 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.364706”)(11 “Kd” “0.364706”)(11 “Ks” “1”)(11 “roughness” “0.9”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 PALM FROND 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 REFLECT HOUSE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.06”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 SOUTHWEST PATTRN 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.678431”)(11 “roughness” “0.83”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE GOLDGRANITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.917647”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE GRAYGRANITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.917647”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 TILE WHITE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.917647”)(11 “roughness” “0.69”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BROWN BRICK 2S 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 MARBLE – TAN 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.24”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 ISTONE3 1.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.35”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.07”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 \A1;0.70 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.07 \A1;0.13 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.07 \A1;0.13 \A1;0.20 \A1;0.03 \A1;0.06 A B C D E F G 5 5 5 5 5 5 5 5 1 2 VR VR VR VR VR VR VR A’ 5 5 5 5 5 5 >= 8 mm Placa de terminación # montaje apoyo provisional en Angular 80x80x8 de metálica metálica Viga 2/3H COLUMNA metálica Viga D= 420 mm REFUERZO DE PILOTE = 4 D 3/4″ L ó B DADO f’c = 280 Kg/cm2 N. -0.20 PLACA DE CONTRAPISO f’c = 210 Kg/cm2 REFUERZO SUPERIOR DADO REFUERZO INFERIOR DADO (PRINCIPAL). PISO 1º N. -1.35 H .10 .10 Varia .10 CABEZA DE PILOTE COLUMNA IPN ESTRIBOS REFUERZO DE PILOTE L= 11.00 m. X PILOTES PREEXCAVADOS EN CONCRETO FUNDIDOS EN SITIO f’c = 300 Kg/cm2 L = 22.00 – 25.00 m. X CORTE TIPO DE PILOTES Y DADO ESC. 1:25 VIGAS DE CIMENTACION f’c =280 Kg/cm2 5 5 5 5 5 0,74 0,38 PERNOS. DETALLE A 5 0,20 0,15 0,88 0,15 0,20 0.90 PILOTES.D=420 mm BASE COMPACTADA ARMADURA SECUNDARIA. ARMADURA PRINCIPAL. ANCLAJE PERNOS DE PLACA DE ANCLAJE (350x210x28) PERNOS. DETALLE A RIGIDIZADORES PILAR METALICO IPN-200 HORMIGON DE LIMPIEZA ESPIRAL DE 1/4″ CADA 25 CM 350mm 210mm 90mm 200mm e=28mm REHABILITACIÓN ESTRUCTURAL DEL EDIFICIO Nº05 MEDIANTE LA COLOCACIÓN DE ELEMENTOS ARRIOSTARDOS DE ESTRUCTURAS METALICAS UNIVERSIDAD DE ORIENTE NUCLEO DE ANZOATEGUI ESCUELA DE INGENIERÍA Y CIENCIAS APLICADAS DEPARTAMENTO DE INGENIERIA CIVIL REVISADO POR: ING. O. BLAS PINTO PROYECTO DE REPARaCIÓN ESTRUCTURAL DIBUJO: GILBELLYS ROMERO Br. GILBELLYS ROMERO Escala: S/E D-2 DETALLE BASE ESTRUCTURA DETALLE DE CONEXION DE PLANCHA VISTA DEL REFORZAMIENTO GLOBAL DE LA ESTRUCTURA IPN-180 IPN-180 IPN-180 IPN-180 IPN-200 IPN-200 IPN-200 IPN-200 IPN-200 IPN-200 IPN-280 IPN-200 IPN-180 IPN-180 IPN-180 IPN-180 IPN-180 IPN-180 IPN-180 IPN-180 IPN-180 IPN-180 IPN-200 IPN-200 UPN-180 UPN-180 UPN-180 UPN-180 UPN-220 UPN-300 UPN-220 UPN-300 UPN-180 UPN-300 UPN-300 UPN-220 UPN-180 UPN-180 UPN-220 UPN-180 Fecha Febrero 2008 IPN-180 IPN-180 IPN-200 IPN-200 IPN-180 IPN-180 IPN-200 IPN-200 UPN-180 UPN-180 UPN-180 UPN-180 UPN-280 UPN-280 UPN-300 UPN-300 G-1 G-2 IPN-180 IPN-180 IPN-200 IPN-200