Structure Spectacular – Signage (Original) DWG Full Project for AutoCAD

Structure Spectacular – Signage (Original) DWG Full Project for AutoCAD

Project Structure for Spectacular (Original) Front and Side. Bounded real-Scale Structural Details and.

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

n.l.b., vrs., its T. cm, Steel cable, vrs de, asparagus stud bolts, screws, Plates, mounts of lime., n.p.t., Plates, Steel cable, vrs de, bolts, screws, Plates, mounts of lime., n.p.t., Plates, mount of lime., Steel cable, vrs de, bolts, screws, Plates, ptr cal., n.p.t., Plates, mount of lime., proposal with civil project project, proposal without civil works posts de monten, proposal without civil works ptr poles, demolition cm, cold joint, cut tube, cracked area, cold joint, with the cold joint the resistance, structure will no longer be the same, by the weight it will carry has a, risk of breaking up at any given time, the drill to embed the screws, to the die of the existing shoe, can cause cracks in the points, where the screws are screwed, their resistance is limited., proposal, demolish part of the, existing shoe, proposal, drill the shoe, existing, note: the company is not responsible for the risks this proposal may cause, suggestion: new shoe would encourage greater risk consequences., note: the company is not responsible for the risks this proposal may cause, suggestion: new shoe would encourage greater risk consequences., existing pipe, mount, existing pipe, mount, proposal, courtesy arq. zentene

Raw text data extracted from CAD file:

2.05 2.00 1.20 1.20 1.18 0.50 0.50 +102.40 N.L.B.P. 0.70 45° 1.70 2.05 2.00 45° 2.05 2.00 45° 1.20 1.20 0.50 0.50 0.30 0.30 Vrs. 1/2" Est. @ 25 cm Cable de Acero 5/16" Vrs de 1/2" Pernos o Esparragos de 3/4" Tornillos de 3/8" PLACAS DE 3/8" Placas de 3/8" 2 Montenes de 10"X6" CAL. 14 5 5 5 5 5 5 5 +0.00 N.P.T. 5 PLACAS DE 3/8" 5 5 Cable de Acero 5/16" Vrs de 1/2" Pernos de 3/4" Tornillos de 3/8" PLACAS DE 3/8" Placas de 3/8" 2 Montenes de 10"X4" CAL. 14 5 5 +0.00 N.P.T. PLACAS DE 3/8" 5 Monten de 10"X4" CAL. 14 Cable de Acero 5/16" Vrs de 1/2" Pernos de 3/4" Tornillos de 3/8" PLACAS DE 3/8" Placas de 3/8" PTR 10"X6" CAL. 14 5 5 +0.00 N.P.T. PLACAS DE 3/8" 5 Monten de 10"X4" CAL. 14 Monten de 10"X4" CAL. 14 5 5 5 5 propuesta con obra civil proyecto propuesta sin obra civil postes de monten propuesta sin obra civil postes de ptr 5 demolicion a 30 cm 5 junta fria tubo cortado Area agrietada junta fria con la junta fria la resistencia estructural ya no sera la misma y por el peso que va a cargar tiene un riesgo de partise en elgun tiempo determinado el taladrar e incrustar los tornillos al dado de la zapata existente puede provocar grietas en los puntos donde se atornillaran los tornillos su resistencia es limitada. propuesta 1 demoler parte de la zapata existente propuesta 2 taladrar la zapata existente nota: la empresa no se hace responsable por los riesgos esta propuesta pueda provocar sugerencia: zapata nueva y avitariamos consecuencias mayores de riesgo. nota: la empresa no se hace responsable por los riesgos esta propuesta pueda provocar sugerencia: zapata nueva y avitariamos consecuencias mayores de riesgo. tubo existente monten tubo existente monten propuesta 1 propuesta 2 \W2.69700; Cortesia \W0.83986; Arq. Zenteno

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bounded, details, DWG, front, full, original, Project, Side, Signage, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure, structure en acier