Motherboards DWG Plan for AutoCAD

Motherboards DWG Plan for AutoCAD

sSlver Structural Plan – elevation – plate location based warehouse foundation

Drawing labels, details, and other text information extracted from the CAD file:

sc., x:xx, esp., esp., esp., esp., size, date, appro, checked, drawn, nrp, vobo, ceco client, rev, description, plant nº, size, line or, user, plant or, group, scale:, drawn, date, check, replace, tenaris engineering nº, designer, by plant, check, by plant, approved, property of tenaris s.a. and subsidiary companies. use or disclosure of this document or any data contained herein for any purpose to third parties without the express written consent of tenaris s.a. and subsidiary companies is prohibited. copyrighted as an unpublished work. all rights, dimension:, unless otherwhise, stated, office, xxxx, xxxxxxxxx, xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx, xxx, xx:xx, xxx, only for file use, xxxxx, xxx, sc., detail, x:xx, placas base, esp., esp., esp., esp., dintel, dintel secundario, dintel principal, dintel secundario, dintel principal, dintel secundario, dintel principal, dintel secundario, notes:, especificacion, para rellenos acabados, tomar medidas escala, en niveles en metros, acero estructural, cumplir con la especificacion, electrodos de la serie para cordones de fondeo, estructura integramente soldada con cordon continuo. espesor, elaborar los planos de taller, planos son estructurales para la fabricacion se debera, del cordon igual al del minimo espesor de la pieza soldar, preparación ejecucion de soldadura debera cumplir lo indicado, fabricacion de la estructura metalica debe cumplir con la, preparación de la superficie aplicacion de pintura debera de, por las normas a.w.s. la especificacion, nivel corresponde al nivel, arandela incluye capsula adhesiva tipo hit re long. mca. hilti, roscada tipo has long. tuerca hexagonal, nomenclature:, ntc nivel tope concreto, dintel, dintel, dintel, dintel, dintel, dintel, dintel, dintel, dintel, dintel, elevación sobre eje, tipo, pl placa, li angular lados iguales, viga, columna, cv contraventeo, nse nivel superior de estructura, cr correa

Raw text data extracted from CAD file:

SC. X:XX "P-PL-100001" "X" A \A2;5500 \A2;5500 \A2;5500 \A2;5500 \A2;4 ESP. @ 5500 = 22000 \A2;22000 \A2;4 ESP. @ 5500 = 22000 \A2;22000 \A2;4 ESP. @ 5500 = 22000 \A2;4 ESP. @ 5500 = 22000 \A2;5000 \A2;5000 \A2;5000 \A2;5500 \A2;5500 \A2;5500 \A2;5500 \A2;25000 \A2;5000 \A2;5000 \A2;5000 \A2;5000 \A2;5500 \A2;5500 \A2;5500 \A2;5500 \A2;4 ESP. @ 5500 = 22000 \A2;4 ESP. @ 5500 = 22000 \A2;4 ESP. @ 5500 = 22000 \A2;4 ESP. @ 5500 = 22000 \A2;4 ESP. @ 5500 = 22000 \A2;4 ESP. @ 5500 = 22000 SIZE A1+21 594x1051 I J I J A B C D E F G H 1 2 3 4 H G F E D C B A 1 2 3 4 \A2;5000 \A2;5500 \A2;5500 \A2;5500 \A2;5500 \A2;1153 \A2;22000 \A2;22000 \A2;22000 \A2;22000 \A2;22000 \A2;5000 \A2;5000 \A2;5000 \A2;25000 \A2;1153 \A2;1153 \A2;22000 \A2;10000 \A2;25000 \A2;10000 \A2;5250 \A2;5250 \A2;5250 \A2;5250 \A2;300 \A2;1550 \A2;= = \A2;925 DATE APPRO CHECKED DRAWN NRP N° VoBo CeCo Client REV DESCRIPTION PLANT Nº SIZE LINE or USER PLANT or GROUP SCALE: Drawn Date Check Replace to/for Tenaris Engineering Nº Designer By Plant Check By Plant Approved Approved "Confidential property of TENARIS S.A. and subsidiary companies. Copy, use or disclosure of this document or any data contained herein for any purpose to third parties without the express written consent of TENARIS S.A. and subsidiary companies is prohibited. Copyrighted 2009 as an unpublished work. ALL RIGHTS RESERVED." DIMENSION: UNLESS OTHERWHISE STATED OFFICE X-XXXX-XXXX X XXXX XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX/XX/XX XXX XXX XXX XXX XXX XXX XX:XX XX:XX XX:XX XXXX-X-XX-XXXXXX X XXXX-X-XX-XXXXXX A1 XXX ONLY FOR FILE USE X XX XXXXX XXXXX/XX XXX XXX XXX XXX XXX XXX XX/XX/XX \A2;925 \A2;925 \A2;5250 \A2;300 \A2;5250 \A2;1550 \A2;= = \A2;5250 \A2;300 \A2;5250 \A2;925 \A2;300 \A2;= = \A2;450 \A2;(TIPO) SC. DETAIL "X" "P-PL-100001" X:XX \A2;775 \A2;775 \A2;134° \A2;46° \A2;46° \A2;46° \A2;46° \A2;1153 \A2;359 \A2;359 \A2;300 \A2;12500 \A2;12500 6-MT-XXXXX-XX-X 1:175 PLACAS BASE "PLANTA" 5 5 5 5 4 ESP. @ 5500 = <> 1 5 4 ESP. @ 5500 = <> 5 4 ESP. @ 5500 = <> 4 ESP. @ 5500 = <> 5 A 5 5 5 B 2 3 4 5 6 7 5 5 5 5 "C-2" "C-2" "C-2a" "C-1" "C-2" "C-2" "C-2a" "C-1" "C-3" "C-3" "C-3" "C-3" "C-3a" "C-3a" "C-3a" "C-3" 1 A B 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 4 ESP. @ 5500 = <> 4 ESP. @ 5500 = <> 4 ESP. @ 5500 = <> 4 ESP. @ 5500 = <> 4 ESP. @ 5500 = <> 4 ESP. @ 5500 = <> DINTEL DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL PRINCIPAL "D-1" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL PRINCIPAL "D-1" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL PRINCIPAL "D-1" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" DINTEL SECUNDARIO "D-2" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" 1:175 "PLANTA ESTRUCTURAL" 5 5 5 5 5 NOTES: ESPECIFICACION 2-01200-NS-004 Y 005 E-7018 PARA RELLENOS Y ACABADOS 3.-NO TOMAR MEDIDAS A ESCALA 1.-ACOTACIONES EN MILIMETROS, NIVELES EN METROS 4.-USAR ACERO ESTRUCTURAL A-36,(FY=2530 KG/CM2) CUMPLIR CON LA ESPECIFICACION 2-01200-NB-000 8.-USAR ELECTRODOS DE LA SERIE E-6010 PARA CORDONES DE FONDEO Y 10.-LA ESTRUCTURA INTEGRAMENTE SOLDADA CON CORDON CONTINUO. ESPESOR ELABORAR LOS PLANOS DE TALLER 9.-ESTOS PLANOS SON ESTRUCTURALES Y PARA LA FABRICACION SE DEBERA DEL CORDON IGUAL AL 70 % DEL MINIMO ESPESOR DE LA PIEZA A SOLDAR 5.-LA PREPARACIÓN Y EJECUCION DE SOLDADURA DEBERA CUMPLIR LO INDICADO 7.-LA FABRICACION DE LA ESTRUCTURA METALICA DEBE CUMPLIR CON LA 6.-LA PREPARACIÓN DE LA SUPERFICIE Y APLICACION DE PINTURA DEBERA DE POR LAS NORMAS A.W.S. Y LA ESPECIFICACION 2-01200-MN-008 2.-EL NIVEL ±0.00 CORRESPONDE AL NIVEL 32.70 ARANDELA PLANA, INCLUYE CAPSULA ADHESIVA TIPO HIT RE 500 d3/4" x 6" LONG. MCA. HILTI 11.-VARILLA ROSCADA TIPO HAS A-36 d3/4" x 9-5/8" LONG. TUERCA HEXAGONAL Y NOMENCLATURE: NTC = NIVEL TOPE CONCRETO D = DINTEL 5 "D-2" DINTEL "D-2" DINTEL "D-2" DINTEL "D-1" DINTEL "D-2" DINTEL "D-2" DINTEL "D-2" 1 2 3 4 5 6 7 5 5 5 5 5 "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" "CV-1" DINTEL "D-1" 5 5 5 5 5 5 5 5 "C-3" "C-3a" "C-3a" "C-3a" "C-1a" "C-3" "C-3a" "C-3a" "C-3a" "C-3" "C-3" "C-3" "C-3" "C-1a" "C-1a" "C-1a" "C-1a" "C-1a" "C-1" "C-1" "C-1a" "C-1a" "C-1a" "C-1a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" 5 "C-3" 5 5 DINTEL "D-1" 5 5 5 <>\X= = 5 NTC±0.00 5 5 5 DINTEL "D-1" 5 5 <>\X= = 5 5 5 5 1:175 ELEVACIÓN SOBRE EJE "B" <>\X= = <>\X(TIPO) "CV-1" "CV-1" "CV-1" "CV-1" "2" (TIPO) 1:7.5 5 TIPO "CV-1" "CV-1" 5 5 "1" (TIPO) 1:7.5 PL = PLACA LI = ANGULAR LADOS IGUALES V = VIGA C = COLUMNA CV = CONTRAVENTEO NSE = NIVEL SUPERIOR DE ESTRUCTURA CR = CORREA "C-3" "C-3a" "C-3a" "C-3a" "C-3" 5 5 5 5 5 5 "C-3b" "C-3b" "C-3b" "C-3b" "C-3b" "C-3b" "C-3b" "C-3b" "C-3b" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a" "C-3a"

Language	English
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, based, construction details, DWG, elevation, FOUNDATION, location, plan, plate, stahlrahmen, stahlträger, steel, steel beam, steel frame, steel structure, structural, structure en acier, warehouse