Foundation Industrial Workshed Or Warehouse DWG Detail for AutoCAD

DETAIL DIFFERENT TYPES OF FOUNDATIONS WITH ANCHOR BOLTS

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

scale, section, bolts, kind, stirrup leaves, thread, tip., pillar, motherboard, mesh, motherboard, pillar, motherboard, concrete, bolts leaves, emplantillado, of concrete, radier, n.p.t., pillar, mesh, motherboard, concrete, bolts leaves, emplantillado, of concrete, radier, n.p.t., pillar, mesh, motherboard, concrete, bolts leaves, emplantillado, of concrete, radier, n.p.t., pillar, mesh, motherboard, concrete, bolts leaves, emplantillado, of concrete, radier, n.p.t., pillar, bolts, kind, stirrup leaves, thread, tip., pillar, pillar, motherboard, pillar, motherboard, pillar, motherboard, motherboard, scale, anchor bolts, esc:, motherboard, esc:, scale, scale, Foundation, esc:, motherboard, esc:, scale, Foundation, scale, scale, Foundation, scale, Foundation, scale, bolts, frame of the m., firm:, revisions, for review comments, m.s., client, date, description, rut:, profession:, first name:, structural engineer, ind., drawing scale date, m.s., dec., flat, rev., foundations details, galpon, Santiago, recreation center, content, draft, Location, for construction, all measures should be reviewed by, dimensions in millimeters s.i.c., elevations in meters, Notes:, the foundation concrete to use is, steel reinforcement is, ground, pin anchor leaves similar, astm anchor plate

Raw text data extracted from CAD file:

Escala 1:100 SECCION A 00 A 00 \A1;200 \A1;200 \A1;700 \A1;165 \A1;250 \A1;250 \A1;350 \A1;250 \A1;250 \A1;350 \A1;MALLA – 9 d16 \A1;60 \A1;900 \A1;1000 \A1;1000 \A1;1000 \A1;250 \A1;250 \A1;MALLA – 12 d16 \A1;60 \A1;900 \A1;1300 \A1;1300 \A1;1300 \A1;MALLA – 13 d16 \A1;60 \A1;900 \A1;1400 \A1;1400 \A1;1400 \A1;60 \A1;900 \A1;MALLA – 15 d16 \A1;1600 \A1;1600 \A1;1600 \A1;700 \A1;165 \A1;200 \A1;200 \A1;150 \A1;150 \A1;150 \A1;150 \A1;350 \A1;350 \A1;350 \A1;350 \A1;350 \A1;350 5 5 R=100 5 5 1+1 d12 2+2 PERNOS TIPO J d 3/4″ 5 5 ESTRIBO SAE 1020 HILO d 3/4″ TIP. PILAR PLACA BASE e= 16 5 5 5 5 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; a 102 MALLA – 9 d16 PLACA BASE PILAR PLACA BASE HORMIGON H-25 d 3/4″ PERNOS SAE 1020 EMPLANTILLADO 170 Kg cem./m3 DE HORMIGON 5 RADIER N.P.T. 5 5 5 PILAR 5 250x250x16 5 5 (4 sacos/m3) (9 sacos/m3) a 102 MALLA – 12 d16 PLACA BASE HORMIGON H-25 d 3/4″ PERNOS SAE 1020 EMPLANTILLADO 170 Kg cem./m3 DE HORMIGON 5 RADIER N.P.T. 5 5 5 PILAR 5 350x350x16 (4 sacos/m3) (9 sacos/m3) a 102 MALLA – 13 d16 PLACA BASE HORMIGON H-25 d 3/4″ PERNOS SAE 1020 EMPLANTILLADO 170 Kg cem./m3 DE HORMIGON 5 RADIER N.P.T. 5 5 5 PILAR 5 350x350x16 (4 sacos/m3) (9 sacos/m3) a 102 MALLA – 15 d16 PLACA BASE HORMIGON H-25 d 3/4″ PERNOS SAE 1020 EMPLANTILLADO 170 Kg cem./m3 DE HORMIGON 5 RADIER N.P.T. 5 5 5 PILAR 5 350x350x16 (4 sacos/m3) (9 sacos/m3) 200x200x5 100x100x4 5 5 R=100 5 5 1+1 d12 2+2 PERNOS TIPO J d 3/4″ 5 5 ESTRIBO SAE 1020 HILO d 3/4″ TIP. PILAR 5 5 100x100x4 100x100x4 PILAR PLACA BASE 5 5 200x200x5 200x200x5 200x200x5 PILAR PLACA BASE 5 5 200x200x5 PILAR PLACA BASE 5 5 200x200x5 200x200x5 PLACA BASE 250x250x16 250x250x16 350x350x16 350x350x16 350x350x16 F 3 F 1 F 4 F 2 F 3 F 1,2,4 \A1; \A1; D – Escala 1:20 D – PERNOS ANCLAJE – F3 ESC: 1 : 20 PLACA BASE ESC: 1 : 20 (TIP.) C – Escala 1:20 C – \A1; ESCALA 1:50 FUNDACION F3 (100×100) ESC: 1 : 20 (TIP.) PLACA BASE ESC: 1 : 20 (TIP.) ESCALA 1:50 FUNDACION F2 (160×160) Escala 1:20 B – B – ESCALA 1:50 FUNDACION F4 (140×140) ESCALA 1:50 FUNDACION F1 (130×130) Escala 1:20 A – A – PERNOS ANCLAJE-F1, F2 y F4 MARCO DEL SOLAR M. FIRMA: REVISIONES A DIC.11 PARA REVISION Y COMENTARIOS V B V B N- M.S.M. CLIENTE FECHA DESCRIPCION RUT: PROFESION: NOMBRE: INGENIERO ESTRUCTURAS IND. DIBUJO ESCALA FECHA M.S.M. DIC. 2011 PLANO N 01 REV. 0 FUNDACIONES – DETALLES GALPON SANTIAGO CENTRO DE RECREACION CONTENIDO : PROYECTO : UBICACION : 0 DIC.11 PARA CONSTRUCCION 3.- TODAS LAS MEDIDAS DEBERAN SER REVISADAS POR 1.- DIMENSIONES EN MILIMETROS S.I.C. 2.- ELEVACIONES EN METROS NOTAS: 4.- EL HORMIGON DE FUNDACION A EMPLEAR ES H-25 5.- EL ACERO REFUERZO ES A 63-42H TERRENO 6.- PERNO ANCLAJE SAE 1020 O SIMILAR 7.- PLACA ANCLAJE A 37-24 ES, O BIEN, ASTM A36