Constructive Details DWG Detail for AutoCAD

Constructive Details DWG Detail for AutoCAD

Construction details of beams and pillars; steel

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

he., top stop, pl. base, pte .:, forklift, pte .:, forklift, mm., tip cut cooperative slab, bolt length mm, bolts every valley, concrete, mesh acma, esc., tip cut border collaborative, esc., concrete, mesh acma, edge channel, tip., cooperating board, instadeck, bolt length mm, bolts every valley, tip., the weld beads will be continuous with full penetration, welding alternatives., cut, esc, sup. reinforcement, typical, cap screw, typical, cap screw, esc, det. Union, with, sup. reinforcement, c.o.g, n.p.t., elevation type according to architecture, esc, heb, pillar, det. union with, pillar tip., typical, cap screw, platen, cap screw, tip card, typical, esc, cut, esc, cap screw, typical, platen, tip card, typical, pillar tip., heb, section, mm., typical profile, section, typical profile, section, typical profile, typical profile, section, lateral brace, drawer, lateral brace, drawer, steel tube type yoder pipe astm grade, for metal abutments using sika grout, concrete of beams h.a. kind, technical specifications of materials, esc, cut, det. motherboard, soil mechanics, concrete filler, variable height according to, soil improvement, emplantillado, mesh, isometric, esc, cut, esc, variable, esc, cut, grouting leveling with maximum thickness of, land improvement is considered to be landfill, structural concrete type, emplantillados in concrete type, anti-corrosion protection, structural steel, coating on foundations min., anchor bolts steel quality sae, connecting steel bolts similar, effective throat series electrodes, coating on foundation beam, concrete tip., concrete foundation, basket, tip., c.o.g, n.p.t., grouting of, leveling, base plate tip., double tip type pillar., double heb, anchor bolt, esc, cut, esc, plant fund., any query check architectural plans, according to architecture, crockery, cut type detail function structure floors, student gabriel oyarzun teacher guide fabian barros d., pali aike national park xii region san gregorio commune, content, sheet no, those indicated, scale

Raw text data extracted from CAD file:

X X X X EL. ±0.00 TOPE SUP. PL. BASE 0 00 00 0 N \A1;20 -531.2037691460062 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PTE.: 8.0º = 14.1% \W7.09802; MONTACARGA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PTE.: 8.0º = 14.1% \W7.09802; MONTACARGA \A1;15 \A1;125 \A1;125 \A1;62 \A1;63 \A1;62 \A1;63 \A1;45 \A1;55 \A1;55 \A1;200 \A1;45 \A1;200 \A1;100 \A1;50 \A1;50 \A1;45 \A1;55 \A1;45 \A1;55 \A1;403 \A1;64 \A1;950 \A1;15 \A1;100 \A1;50 \A1;55 \A1;45 \A1;50 \A1;45 \A1;200 \A1;55 \A1;66 \A1;220 \A1;55 \A1;45 \A1;200 \A1;55 \A1;45 \A1;88 \A1;66 \A1;102 \A1;254 \A1;5,9 mm \A1;6,9 mm. \A1;146 \A1;258 \A1;6,1mm \A1;9,1mm. \A1;165 \A1;310 \A1;5,8mm \A1;9,7mm. \A1;14,4mm. \A1;179 \A1;8,8mm \A1;410 \A1;150 \A1;400 \A1;70 \A1;50 \A1;50 \A1;150 \A1;50 \A1;150 \A1;400 \A1;50 \A1;150 \A1;100 \A1;70 \A1;30 \A1;5 \A1;VARIABLE \A1;18 \A1;40 \A1;30 \A1;50 \A1;50 \A1;10 \A1;10 \A1;50 \A1;30 \A1;130 \A1;80 \A1;105 \A1;25 \A1;50 \A1;50 \A1;10 \A1;25 \A1;30 \A1;100 \A1;25 \A1;10 \A1;50 \A1;150 \A1;150 \A1;100 \A1;150 \A1;150 \A1;30 \A1;118.9 \A1;84.1 CORTE TIP. LOSA COLABORANTE 15 403 Longitud del Perno Lp=90 mm (TIP) Pernos d19 CADA VALLE C-92 HORMIGON MALLA ACMA 125 ESC. 1:10 125 CORTE TIP. BORDE LOSA COLABORANTE ESC. 1:10 C-92 HORMIGON MALLA ACMA CANAL DE BORDE C-125x50x3 TIP. 6 H25 H25 62 63 PLACA COLABORANTE INSTADECK 0,80 62 63 Longitud del Perno Lp=90 mm (TIP) Pernos d19 CADA VALLE TIP. 6 64 5 e1 > e2 : a 1/2 e1 e2 > e1 : a 1/2 e2 a a a e1 e1 e2 e2 Los cordones de soldadura serán continuos y de penetración completa Alternativas de soldaduras. CORTE 2 - 2 L=200mm. L100x100x6mm. 5 5 5 5 5 ESC : 1:5 L 250x150x8mm. P 6 PLACA SUP. REFUERZO TIPICO 3 PERNO d16mm. 5 5 5 5 5 5 5 5 6 TIPICO 3 PERNO d16mm. L=200mm. L100x100x6mm. 2 W 310x38,7 Kg/ml. ESC : 1:5 DET. UNION W 410 CON W 310 2 P PLACA SUP. REFUERZO L 250x150x8mm. W 410x53 Kg/ml. W 410x53 Kg/ml. W 310x38,7 Kg/ml. 5 -0,18 C.O.G. +3,20 +3,05 ±0,00 N.P.T. W 250x32,7 Kg/ml. W 250x32,7 Kg/ml. W 250x32,7 Kg/ml. A1 B ELEVACION TIPO SEGUN ARQUITECTURA ESC : 1:50 PM1 PM2 PM2 MM 500x200x5mm. MM 500x200x5mm. HEB 200x61,3 Kg/ml. HEB 200x61,3 Kg/ml. W 250x22,3 Kg/ml. W 250x22,3 Kg/ml. W 250x22,3 Kg/ml. PM1 5 5 PILAR PM2 DET. UNION W 410 CON PILAR PM2 TIP. TIPICO 3 PERNO d16mm. 5 5 +3,05 L=200mm. L100x65x6mm. 5 1 5 71 L=220mm. PLETINA e=6mm. 1+1 PERNO d16mm. CARTELA TIP. L100x100x6mm. TIPICO 25 71 25 e=6mm. ESC : 1:5 1 5 5 W 410x67,0 Kg/ml. CORTE 1 - 1 66 220 +3,05 5 5 5 5 5 L=200mm. L100x65x6mm. 88 66 ESC : 1:5 1+1 PERNO d16mm. 3 PERNO d16mm. TIPICO PLETINA e=6mm. CARTELA TIP. L100x100x6mm. L=220mm. TIPICO PILAR PM2 TIP. W 410x67,0 Kg/ml. HEB 200x61,3 Kg/ml. 102 +3,05 254 5,9 mm SECCION W250x22,3 W 250x22,3 Kg/ml. 6,9 mm. PERFIL W TIPICO 146 +3,05 258 6,1mm SECCION W250x32,7 W 250x32,7 Kg/ml. 9,1mm. PERFIL W TIPICO 165 +3,05 310 5,8mm SECCION W310x38,7 W 310x38,7 Kg/ml. 9,7mm. PERFIL W TIPICO +3,05 14,4mm. W 410x67,0 Kg/ml. PERFIL W TIPICO SECCION W410x67,0 179 8,8mm 410 RIOSTRA LATERAL CAJON 100x100x4 RIOSTRA LATERAL CAJON 100x100x4 PL 450X180X6 PL 450X450X6 PL 450X180X6 PL 450X450X6 5A.- ACERO TUBO d8" TIPO YODER CAÑERIA ASTM A-53 GRADO B PARA PLACAS BASES DE PILARES METALICOS USAR SIKA GROUT 4.- HORMIGON DE FUNDACION,SOBREDADO Y VIGAS H.A. TIPO H25 ESPECIFICACIONES TECNICAS DE MATERIALES ESC : 1:10 CORTE 2-2 DET. PLACA BASE 150 400 150 70 - 1 50 50 150 50 150 400 150 100 PL 10 MECANICA DE SUELO RELLENO HORMIGON H5 ALTURA VARIABLE SEGUN MEJORAMIENTO DE SUELO EST.d10@20 EMPLANTILLADO MALLA INF.d12@15 10 ISOMETRICA ESC : 1:10 CORTE 1-1 ESC : 1:10 50 150 2 - 150 150 30 PL 10 100 70 30 5 VARIABLE 20 20 150 ESC : 1:12.5 CORTE A - A 3.- GROUTING DE NIVELACION CON ESPESOR MAXIMO DE 2cms. 2.- MEJORAMIENTO DE TERRENO SE CONSIDERA RELLENO ESTRUCTURAL EN HORMIGON TIPO H5 1.- EMPLANTILLADOS EN HORMIGON TIPO H5 8.- PROTECCION ANTICORROSIVA 2 MANOS 5.- ACERO ESTRUCTURAL A42-27ES 10.- RECUBRIMIENTO EN FUNDACIONES MIN. 5CM 6.- PERNOS DE ANCLAJE ACERO CALIDAD SAE 1020 9.- PERNOS DE CONEXION ACERO A325 O SIMILAR 7.- ELECTRODOS SERIE E6011,CON GARGANTA EFECTIVA e=5mm. 11.- RECUBRIMIENTO EN VIGA DE FUNDACION DE 3CM HORMIGON H25 TIP. FUNDACION HORMIGON CANASTILLO 12d16 H25 TIP. C.O.G. -0,18 ±0,00 18 N.P.T. 40 B B 30 P GROUTING DE NIVELACION PLACA BASE TIP. PILAR TIPO DOBLE T TIP. DOBLE T HEB 200x61,3kg. L 400x400x12mm. d22mm. L=1000mm. 2+2+2 PERNO ANCLAJE 5 ESC : 1:12.5 CORTE B - B E.d10@20 3d16 5 2d16 44 3d16 44 5 A A 10 10 5 30 5 5 5 5 5 5 10 5 30 ESC : 1:20 5 5 10 5 PLANTA FUND. F4 12.- CUALQUIER CONSULTA VERIFICAR PLANOS DE ARQUITECTURA \A1;VARIABL SEGUN ARQUITECTURA \A1;VARIABLE SEGUN ARQUITECTURA \A1;VARIABLE SEGUN ARQUITECTURA \A1;VARIABL SEGUN ARQUITECTURA \A1;VARIABL SEGUN ARQUITECTURA \A1;VARIABL SEGUN ARQUITECTURA \A1;40 \A1;40 LOZA H25 5 5 1-4 CORTE TIPO DETALLE FUNACION Y ESTRUCTURA PISOS ALUMNO : GABRIEL OYARZUN O - PROFESOR GUIA : FABIAN BARROS D. Parque Nacional Pali - Aike - XII region comuna de san Gregorio C E N T R O D E V I S I T A N T E S "K O R I G U E S H A I K E" CONTENIDO : LAMINA Nº : las que se indican ESCALA :

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, beam, beams, béton armé, concrete, construction, construction details, constructive, DETAIL, details, DWG, formwork, pillars, reinforced concrete, schalung, stahlbeton, steel