Earthquake Resistent Structure Details DWG Section for AutoCAD

DETAILS SEISMORESISTENT STRUCTURE. BEAMS. SECTIONS.

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

cms, cms., cms., beam, slab, beam, slab, slab, beam, slab, beam, slab, beam, slab, beam, slab, level, beam, slab, beam, slab, beam, slab, level, beam, slab, slab, level, beam support stairs, sole of, sole of, section of stands, alternates, Block of, concrete fill, mezzanine slab, level, mezzanine slab, level, beam, sill, beam, sill, level, detail of, auctioneer, on walls, left lateral, scale, grooved block, metal grid, sole of, structural façade, cimentacion plant, scale, racing cement, cms, Concrete block overcrowding all with concrete, typical under walls, mat. select compacted to standard proctor density, lower floor cms., floor, mat. compacted local to the standard proctor density, niv of slab, metal grid, grooved block, main entrance, scale, structural façade, beam, the vertical reinforcement of the castles must anchor the foundation the slab, according to their level., the walls should have a horizontal cms reinforcement., sole of, cms., loader sole, sill, cms., sole of, metal grid

Raw text data extracted from CAD file:

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SELECTO COMPACTADO AL 100% DENSIDAD PROCTOR STANDARD SOLERA INFERIOR 20X20 CMS. 4#3, #2@20 #3 @ 25 20 10 2 PISO MAT. LOCAL COMPACTADO AL 95% DENSIDAD PROCTOR STANDARD 1.20 .106.65 NIV. DE LOSA 5 5 5 5 5 .102.75 rejilla metalica bloque estriado ENTRADA PRINCIPAL ESCALA 1:150 FACHADA ESTRUCTURAL c-3 C A S T I L L O C A S T I L L O VIGA VIGA VIGA VIGA c-1 c-3 c-3 c-2 c-1 c-2 c-1 c-2 c-3 c-2 c-2 c-2 c-2 c-1 c-3 c-3 c-2 c-2 c-1 10. El refuerzo vertical de los castillos debera anclarse a la cimentacion o a la losa de entrepiso, segun sea su nivel. 13. Las paredes deberan tener un refuerzo horizontal 1#3 @40 cms. solera 01 de 15×20 solera 02 de 15×20 c-1 c-3 0.80 2#4 2#4 2#3 1.20 2#3 3.15 0.80 0.80 0.80 0.80 0.80 1.20 1.20 1.20 1.20 1.20 1.20 #3@20 CMS. 2#4 2#4 2#4 2#4 0.80 2#4 2#4 5 3.15 3.15 SOLERA 01 CARGADOR s/e 2#4 2#3 3.20 SOLERA 02 s/e #3@20 CMS. solera 02 de 15×20 rejilla metalica C A S T I L L O C A S T I L L O C A S T I L L O 01 01′ 5 C A S T I L L O c-3 c-4 c-4 c-2 c-4 c-4 c-3 c-4 c-4 c-4 c-4 c-2 c-2 c-3 c-3 c-4 c-4 c-4 c-4 6#4 C5 40 15 #3 @ 15