Steel Details DWG Detail for AutoCAD

Steel Details DWG Detail for AutoCAD

Details – specifications – sizing – metal

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

teacher:, university ricardo palma faculty of architecture urbanism, course:, special structures, student:, flat:, eduardo gracey orrillo, first floor, cycle:, sheet:, esc:, lime llama, date:, bonding non-indented walls, column, n.p.t., natural terrain variable level, stairs, level, n.p.t., level, level, n.p.t., solid slab, above, shoe, typical column cut, large stone, concrete fc, pto. lower, axes, pto. lower, variable natural terrain level, axes of, level, kind, level, concrete, on foundation, level, n.p.t al, n.p.t. to the, n.p.t. axes to, kind, column, pto. lower, variable level, level, kind, maximum size, concrete, foundation, maximum size, concrete, on foundation, level, axes to, level, eliminate in the door areas, floor tile with integral finish, level at, level, in intermediate column, in meeting, in extreme column, in eaquina, typical column cut, lower variable level, shoe, typical concentration of stirrups in columns, in foundation, floor tile with integral finish, level, intermediate level, in the last level, typical, location axis, tijeral, location axis, knot, elevation tijeral, knot, knots, knot, balance contour, lifting the tijeral, section, lifting the tijeral, union of tijerales with tijeral, section, cut, section, vein, section, axes, axes to, foundation, tip, upper flange, union card, leveling mortar, bolts, tip., typical, typical, union card, typical, typical, union card, tijeral, in diagonal amounts, knot, tijeral, in diagonals, tijeral, trunk r. folded, tijeral, trunk r., level, license plate, proy. column, level, level, variable level, welded washer, flat strap welded washer, welded washer, flat strap welded washer, top flange tijerales, sides, sides, axis, axis, mm of gasket cut after hours of placing concrete, leave preformed gasket in the filling, contraction joint, preformed material technopor similar, bar area cm fixed area greased, seal with asphalt protects moisture, a butt tube, dilatation meeting, female, of cut gasket hours after placing concrete, leave preformed gasket in the filling, concrete slab, construction gasket, concrete slab, filled with material compacted by vibratory method, with minimum cbr of, natural terrain, finished rubbed cement, fully padded, ground cutting, upper flange strap of tijerales, straight joist brace, typical vi flap in each cloth, type joists in each, cover sheets of asbestos cement type eternit gray of length., crusher base, crusher base, conveyor hopper pit, s.s.h.h., balance axis, conveyor hopper pit, conveyor hopper pit, Arrive from ramp from, yard, n.p.t, balance, ccef, n.p.t, workshop, solid earthenware cm, mesh, foundation plan, esc., reduction gear press base, n.p.t, press base, esc., foundation plan, esc., color values

Raw text data extracted from CAD file:

\A1;1.5073 \A1;0.9176 \A1;0.4689 \A1;0.8374 \A1;3.0145 \A1;0.9176 \A1;0.6781 \A1;3.9331 \A1;0.9176 \A1;1.8351 \A1;0.5485 \A1;0.9795 \A1;0.3918 \A1;1.9591 \A1;2.3509 \A1;2.0097 \A1;1.8351 \A1;2.759 \A1;2.2992 \A1;0.5877 \A1;2.3509 \A1;1.7632 \A1;3.5264 \A1;0.9176 \A1;0.7818 \A1;7.0529 \A1;5 \A1;5 \A1;5 \A1;5 \A1;4.9875 \A1;5 \A1;5.0125 \A1;5 \A1;5 2002-I PROFESOR: UNIVERSIDAD RICARDO PALMA - FACULTAD DE ARQUITECTURA Y URBANISMO CURSO: ESTRUCTURAS ESPECIALES ALUMNO: PLANO: EDUARDO GRACEY ORRILLO PRIMERA PLANTA CICLO: LAMINA: 20/07/02 1/100 ESC: JAIME LAMA FECHA: 01 ENCLAJE MUROS NO ENDENTADOS CC - 6 CC - 1 5 COLUMNA 3 5 N.P.T. 1.95 TERRENO NATURAL NIVEL VARIABLE O 3/8 @ .33 O 3/8 @ .33 5 5 5 5 O 1/2 @ .20 ESCALERA O 3/8 @ .20 O 3/8 @ .30 O 3/8 @ .60 O 3/8 @ .20 NIVEL 2.24 X O 3/8 @ .60 O 3/8 @ .30 N.P.T. +5.69 O 3/8 @ .20 4 o 3/8" o 3/8@ .3 5 NIVEL -.55 M - 1 O 3/8" .30 NIVEL 1.20 NIVEL .10 NIVEL + 0.70 N.P.T. 2.24 O 3/8" @.30 O 3/8"@ .20 LOSA MACIZA O 3/8" @.30 o 3/8" @ .20 ARRIBA 5 Y ZAPATA Z-1 O Z-2 CORTE TIPICO DE COLUMNA C-1 + 40 % de piedra grande CONCRETO fc = 175 kg/cm2 PTO. MAS BAJO 1.70 (ejes 20 a25) EJES 2 A 7 PTO. MAS BAJO .50 NIVEL TERRENO NATURAL VARIABLE EJES DE 20 A 25 NIVEL -.80 5 5 TIPO B CC - 2 NIVEL 1.20 o 3/8 @ 0.33 o 3/8 @ 0.33 CONCRETO f c 175 kg/cm2 SOBRE CIMIENTO NIVEL 0.00 5 5 5 5 5 N.P.T 2.24 (22 AL 26) N.P.T. (VARIABLE 6 AL 22) N.P.T. 1.20 ( EJES 1 AL 6 ) 5 TIPO A COLUMNA 4 5 CC - 4 CC - 3 5 5 PTO. MAS BAJO 1.50 NIVEL VARIABLE NIVEL 2.24 2.39 5 5 5 5 TIPO C 5 TAMAÑO MAXIMO 6" CEMENTO HORMIGON 1:10 + 30% DE PIEDRA GRANDE CIMIENTO TAMAÑO MAXIMO 3" CEMENTO HORMIGON 1:18 + 25% DE PIEDRA MEDIANA SOBRE CIMIENTO NIVEL .70 EJES 26 AL 27 NIVEL 2.24 A 2.39 ELIMINAR EN LAS ZONAS DE PUERTA LOSA DE PISO CON ACABADO INTEGRAL 4 o 3/4" 2 0 3/4" 2 o 3/4" 4 o 3/4" / NIVEL 7.75 (EJES 19 AL 25) NIVEL 6.70 (EJES 2 A 8) EN COLUMNA INTERMEDIA EN ENCUENTRO EN COLUMNA EXTREMA EN EAQUINA 5 CORTE TIPICO DE COLUMNA C-5 NIVEL VARIABLE PTO MAS BAJO .30 Y ZAPATA Z-3 CONCENTRACION TIPICA DE ESTRIBOS EN COLUMNAS EN CIMENTACION 2 O 1" + 2 O 3/4" 2 O 1" LOSA DE PISO CON ACABADO INTEGRAL 2 O 1" + 2 O 3/4" NIVEL 6.10 2 O 1" 2 O 5/8" EN NIVEL INTERMEDIO EN EL ULTIMO NIVEL .85 .85 1.70 1.70 1.70 1.70 1.70 2.25 2.25 1 4 . 7 0 1.69 TIPICO 2< 2 1/2 X 2 1/2 X 3/16 EJE DE UBICACION TIJERAL T-2 EJE DE UBICACION T-3 NUDO 1 NUDO 2 NUDO 3 NUDO 4 NUDO 5 NUDO 6 NUDO 7 NUDO 8 NUDO 9 2< 1 1/2 X 1 1/2 X 1/8 ELEVACION TIJERAL T-1 NUDO 6 NUDO 5 NUDOS 1 , 2 , 3 , 4 NUDO 7 NUDO 8 NUDO 9 CONTORNO BALANZA ELEVACION DEL TIJERAL T-2 D D SECCION D ELEVACION DEL TIJERAL T-3 UNION DE TIJERALES T-2 O T-3 CON TIJERAL T-1 SECCION F CORTE 1 SECCION E 5 VIGETA V-1 VIGETA V-2 SECCION EJES 9 Y 18 EJES 10 AL 17 CIMENTACION 3/16" 3/16" tip BRIDA SUPERIOR 3/16" CARTELA DE UNION R. 12" X 4" X 3/16" 3/16" MORTERO DE NIVELACION 4 PERNOS DE 3/4" 3/16" TIP. R. 12" X 10" X 1/2" .30 .10 .40 3/16" TIPICO 3/16" 3/16" TIPICO R. 12" X 4" X 3/16" CARTELA DE UNION R. 8" X 4" X 3/16" 3/16" TIPICO 3/16" 3/16" 3/16" TIPICO CARTELA DE UNION 12" X 3" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" TIJERAL T-1 TIJERAL T-1 2.38 4.77 1.50 R. 2" X 3/16" EN DIAGONALES Y MONTANTES 5" 4.77 NUDO 10 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" TIJERAL T-1 TIJERAL T-1 3.00 5" R. 2" X 3/16" EN DIAGONALES Y MONTANTES+ 1< 1 1/2" X 1 1/2" X 3/16" TIJERAL T-2 O T-3 CAJUELA R. 1/8" DOBLADA TIJERAL T-1 6" f f 1< 1 1/2" X 1 1/2" X 3/16" 2 < 1 1/2" X 1 1/2" X 3/16" 7.5 CAJUELA R. 1/8" .10 .50 .30 4 O 1/2" O 1/4"@ .25 NIVEL 9.20 PLACA O 3/8"@30 PROY. COLUMNA NIVEL 6.70 4 O 1/2" O 1/4"@ .25 .30 O 1/4"@ .25 4 O 1/2" .30 NIVEL 4.20 NIVEL VARIABLE .15 .25 ARANDELA SOLDADA TIRANTE O 3/8" LISO SOLDADO A ARANDELA 1/2" 5" 1/8" 1 1/2" 5" ARANDELA SOLDADA 1/8" TIRANTE O 3/8" LISO SOLDADO A ARANDELA 1/2" BRIDA SUPERIOR TIJERALES T-! 3/16" 3 LADOS 3/16" 3 LADOS 3/16" L < 2" X 2" X 3/16" V-2 EJE T-1 .50 V-1 O V-2 6" 1 < 2" X 2" X 3/16" X 6" EJE T-1 V-1 O V-2 6" 1" .25 .25 .50 .50 .25 .25 .25 .14 .90 .45 .60 .60 .50 .10 .25 .14 .25 .15 .90 .60 .45 . .15 .60 .45 .25 .60 .60 .25 .25 .65 .65 .65 .25 .20 1.00 .30 1.80 .30 .30 .30 .30 .60 1.80 1.00 .10 .50 .60 1.00 .40 1.60 .25 .15 3 mm de junta cortada despues de 12 horas de colocar concreto dejar junta preformada en el llenado JUNTA DE CONTRACCION .03 .15 material preformado , tecnopor o similar 1 barra de o 3/4 c/30 cm zona fija zona engrasada sello con asfalto , proteje la humedad un tubo de o 7/8 como tope JUNTA DE DILATACION .15 enganche unidad ( macho hembra ) 3mm de junta cortada 12 horas despues de colocar concreto o dejar junta preformada en el llenado losa de concreto 5 cm 15 cm 5 cm 5 cm JUNTA DE CONSTRUCCION LOSA DE CONCRETO F 210 KG./CM2 losa de concreto f 210kg./cm2 relleno con material compactado por metodo vibratorio y con CBR minimo de 30% terreno natural acabado de cemento frotachado trabajado integralmente con relleno de losa 15 cm 30 cm CORTE DE SUELO .20 .45 .50 1.00 .25 1.10 .10 E E \A1;2 O \S5/8; " TIRANTE EN BRIDA SUPERIOR DE TIJERALES (TIPICO) 5 T1 V1 T1 V1 T1 V1 \A1;3 \S3/8;" LISO TIRANTE DE VIGUETAS (TIPICO) T1 T1 V1 T1 V1 T1 V1 VIGUETA VI TIPICA EN CADA PAÑO T2 T2 5 V1 T2 T3 T2 V1 T2 T3 T3 T2 V1 5 9 5 10 11 T2 T3 T2 V1 T2 T3 T2 T3 T2 V1 T2 V1 5 5 12 13 5 14 15 T1 8 VIGUETAS TIPO V2 (TIPICA EN CADA PAÑO) T1 V1 V1 COBERTURA PLANCHAS DE ASBESTO - CEMENTO TIPO ETERNIT GRIS DE 6' DE LONGITUD. V1 T1 T2 T3 T2 T3 T2 V1 T2 V1 T2 T3 T2 V1 17 5 5 16 18 C5 JC 14 C5 JC 15 C5 JC 16 C5 JC 17 BASE DE TROZADORA JC JC BASE DE TROZADORA JC JC JC FOSA DE TOLVA TRANSPORTADORA JC JC JC JC JC JC JC JC JC JC C5 14 C5 15 C5 16 C5 17 Z4 C1 C1 C5 JC 19 18 Z4 C1 JC 20 C1 Z4 JC 21 JC 22 Z4 C1 C1 JC 23 Z4 C1 JC 24 Z4 C1 JC 25 S.S.H.H. Z4 C1 26 C 8A 27 C8 28 D EJE DE LA BALANZA Z4 C1 FOSA DE TOLVA TRANSPORTADORA JC JC JC JC FOSA DE TOLVA TRANSPORTADORA JC JC JC JC JC JC JC JC JC JC JC C1 C5 18 19 Z4 C1 20 C1 Z4 21 LLEGAD DE RAMPA DESDE 1.20 JC JC JC JC JC JC JC JC JC JC PATIO N.P.T 2.24 BALANZA JC JC JC JC JC JC C 10 JC 22 Z4 C1 23 Z4 C1 24 Z4 C1 25 CCEF N.P.T 2.24 C 7A C 7A C 7A C 8A C 10 C 10 JC JC Z5 C 10 C6 C2 C8 C6 C C6 B TALLER Z4 C1 26 C7 C1 27 C7 C8 28 A 5.0125 5 5 5 4.75 5 5 5 5 5 5 5 5.135 5 5.0125 \A1;0.2500 \A1;8.0000 \A1;1.7000 \A1;0.2500 4.175 5.6375 \A1;0.2500 LOZA MACIZA E = 20 cm MALLA 0 3 8 " o 20 5 5 4.75 5 5 5 \A1;1.4 \A1;0.2500 \A1;6.0000 10.3875 \A1;1.4 5 5 5 5 6.2875 3.525 5.135 JD H PLANO DE CIMENTACION ESC. 1/125 C1 5 1 2 5 C1 C1 5 5 3 4 JC 9.8125 JC JC C1 5 C1 5 6 5 C5 C1 5 9 8 C1 4.75 7 JC JC JC JD 12 C5 5 5 C5 11 10 C5 C5 4.9875 5 C5 14 13 BASE DE PRENSA Y MOTO REDUCTOR JC JC JC JD JC 10.375 C4 G C4 B JD N.P.T 1.20 JD Z1 Z1 9.8125 C1 5 A 1 2 5 C1 C1 5 5 3 4 JD JD C1 5 C1 5 5 6 C5 C1 8 9 5 C1 4.75 7 BASE DE PRENSA BASE DE PRENSA 12 C5 5 5 C5 10 11 C5 C5 4.9875 5 C5 13 14 ESC. 1/125 PLANO DE CIMENTACION esc. 1/50 I COLORES - VALORES 1=.15 2=.1 3=.15 40=.15 5=.4 6= 7=.1 44=.15 50=.15 254=.15

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, dach, dalle, DETAIL, details, DWG, escadas, escaliers, lajes, metal, METAL STRUCTURE, mezanino, mezzanine, platte, reservoir, roof, sizing, slab, specifications, stair, steel, telhado, toiture, treppe, truss