Interior Gateway Industrial Building DWG Detail for AutoCAD

Portico warehouse within 28m of Light with runway beam for bridge crane. CF type belts Detail of the joints.

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

kind, drills mm, ipe beam front plate, drills mm, side plates, detail of the card ipe, beam, ipe, beam, ipe, beam, ipe, card, ipe, pillar, ipe, section, stiffener, stiffener, beam, ipe, card, ipe, iso, iso hv, sheet, pillar, ipe, section, beam, ipe, iso, iso hv, pillar, ipe, beam, ipe, iso, iso hv, section, sheet, side plate, side plate, stiffener, stiffener, beam, ipe, beam, ipe, beam, ipe, section, stiffener, stiffener, welding machines: stiffeners, ipe pillar, stiffener, stiffener, beam, ipe, card, ipe, iso, iso hv, sheet, pillar, ipe, section, scale, kind, drills mm, side plate of ipe beam, drills mm, ipe beam front plate, drills mm, side plate of ipe beam, stiffener, stiffener, iso, iso hv, sheet, beam, ipe, pillar, ipe, section, beam, ipe, beam, ipe, beam, ipe, pillar, ipe, section, stiffener, stiffener, iso, iso hv, sheet, beam, ipe, pillar, ipe, section, stiffener, stiffener, welding machines: stiffeners, ipe pillar, beam, ipe, iso, iso hv, pillar, ipe, beam, ipe, iso, iso hv, section, sheet, side plate, side plate, stiffener, stiffener, beam, ipe, beam, ipe, beam, ipe, section, scale, ipe, kind, sheet, beam, ipe, section, iso, iso hv, sheet, beam, ipe, beam, ipe, raised, sheet, beam, ipe, section, drills mm, front plates, scale, kind, stiffeners, motherboard, pillar, ipe, raised, motherboard, pillar, ipe, side view, motherboard, anchor bolts, section, orient anchor to the center of the plate, leveling mortar: mm, concrete:, anchor bolts, scale

Raw text data extracted from CAD file:

28 9 10,4 7 1,71 Tipo 19 55 55 100 182 182 171 171 98 37 1035 200 14 Taladros d 22 mm 42 50 Chapa frontal de la viga (a) IPE 450 (e = 18 mm) 35 20 71 20 180 70 3 Taladros d 13 mm Chapas laterales (e = 8 mm) 1190 1113 216 450 435 Detalle de la cartela (1/2 IPE 450) Viga (b) IPE 220 Viga (c) IPE 220 7 5 5 394 394 7 Viga (a) IPE 450 5 5 439 439 7 Cartela 1/2 IPE 450 Pilar IPE 500 A A B B Sección C – C 37.2 Rigidizador 468x90x18 Rigidizador 468x90x18 Viga (a) IPE 450 Cartela 1/2 IPE 450 7 7 10 190 10 % (14) ISO 4014-M20x80-8.8 ISO 4032-M20-8 2 ISO 7089-20-200 HV Chapa 200x1035x18 d1 d1 D D Pilar IPE 500 E E C C Sección A – A 10 20 261.3 10 20 261.3 Viga (c) IPE 220 5 5 180 180 (3) ISO 4017-M12x35-8.8 ISO 4032-M12-8 2 ISO 7089-12-200 HV Pilar IPE 500 A A Viga (b) IPE 220 5 5 180 180 (3) ISO 4017-M12x35-8.8 ISO 4032-M12-8 2 ISO 7089-12-200 HV B B Sección E – E 247.1 247.1 Chapa 200x1035x18 Chapa lateral 70x180x8 Chapa lateral 70x180x8 Rigidizador 468x90x18 Rigidizador 468x90x18 Viga (a) IPE 450 Viga (b) IPE 220 Viga (c) IPE 220 Sección D – D 7 7 74 74 7 7 74 74 5 5 436 436 Rigidizador 468x90x18 7 7 74 74 7 7 74 74 5 5 436 436 Rigidizador 468x90x18 d1.Detalle de soldaduras: rigidizadores a Pilar IPE 500 37.2 Rigidizador 468x90x18 Rigidizador 468x90x18 Viga (a) IPE 450 Cartela 1/2 IPE 450 7 7 10 190 10 % (14) ISO 4014-M20x80-8.8 ISO 4032-M20-8 2 ISO 7089-20-200 HV Chapa 200x1035x18 d1 d1 D D Pilar IPE 500 C C Sección B – B Escala 1:40 Tipo 7 35 20 71 20 180 70 3 Taladros d 13 mm Chapa lateral de la viga (b) IPE 220 (e = 8 mm) 55 55 77 193 77 540 200 6 Taladros d 22 mm 57 55 Chapa frontal de la viga (a) IPE 500 (e = 18 mm) 35 20 71 20 180 70 3 Taladros d 13 mm Chapa lateral de la viga (c) IPE 220 (e = 8 mm) Rigidizador 468x90x18 Rigidizador 468x90x18 (6) ISO 4014-M20x80-8.8 ISO 4032-M20-8 2 ISO 7089-20-200 HV Chapa 200x540x18 Viga (a) IPE 500 d1 d1 D D Pilar IPE 500 C C Sección B – B Viga (b) IPE 220 Viga (c) IPE 220 8 5 5 436 436 8 Viga (a) IPE 500 Pilar IPE 500 A A B B Sección C – C Rigidizador 468x90x18 Rigidizador 468x90x18 (6) ISO 4014-M20x80-8.8 ISO 4032-M20-8 2 ISO 7089-20-200 HV Chapa 200x540x18 Viga (a) IPE 500 d1 d1 D D Pilar IPE 500 E E C C Sección A – A 8 8 74 74 8 8 74 74 5 5 436 436 Rigidizador 468x90x18 8 8 74 74 8 8 74 74 5 5 436 436 Rigidizador 468x90x18 d1.Detalle de soldaduras: rigidizadores a Pilar IPE 500 10 20 10 20 Viga (c) IPE 220 5 5 180 180 (3) ISO 4017-M12x35-8.8 ISO 4032-M12-8 2 ISO 7089-12-200 HV Pilar IPE 500 A A Viga (b) IPE 220 5 5 180 180 (3) ISO 4017-M12x35-8.8 ISO 4032-M12-8 2 ISO 7089-12-200 HV B B Sección E – E 247.1 247.1 Chapa 200x540x18 Chapa lateral 70x180x8 Chapa lateral 70x180x8 Rigidizador 468x90x18 Rigidizador 468x90x18 Viga (a) IPE 500 Viga (b) IPE 220 Viga (c) IPE 220 Sección D – D Escala 1:40 IPE 500 IPE 450 IPE 450 IPE 500 IPE 500 IPE 500 Tipo 1 Tipo 19 Tipo 1 Tipo 19 Tipo 2 Tipo 7 Tipo 7 Tipo 2 40 50 15 76.5 Chapa 220x605x15 Viga (b) IPE 450 5 5 394 394 7 7 Sección A – A 10 % (14) ISO 4017-M20x60-8.8 ISO 4032-M20-8 2 ISO 7089-20-200 HV Chapa 220x605x15 Viga (b) IPE 450 Viga (a) IPE 450 10 % A A B B Alzado 40 50 15 76.5 Chapa 220x605x15 Viga (a) IPE 450 5 5 394 394 7 7 Sección B – B 65 65 36 95 66 105 66 95 36 605 220 14 Taladros d 22 mm Chapas frontales (e = 15 mm) Escala 1:30 Tipo 1 Rigidizadores y – y (e = 10 mm) 70 620 70 760 80 70 150 Placa base 395x760x22 Pilar IPE 500 A A Alzado Placa base 395x760x22 Pilar IPE 500 6 A A Vista lateral 7 50 147.5 147.5 50 395 50 660 50 760 Placa base 395x760x22 Pernos de anclaje 6 d 25 Sección A – A 125 Orientar anclaje al centro de la placa 600 Mortero de nivelación: 20 mm Hormigón: HA-25, Yc=1.5 Anclaje de los pernos d 25, B 500 S, Ys = 1.15 (corrugado) Escala 1:30 5 5 5 5 5