Facade Grid DWG Detail for AutoCAD

Facade Grid Details

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

cut, front elevation, facade grid, cut, vertical support with grid with double plate weld plate to form support box horizontal crossbar with stiffener in column of thickness profile of auction for slab with ld slack of empty thickness vertical reinforcement with, Constructive axis axis of the steel column section key main long steel key main steel long key key shaft projection lasacero compression layer grid support with fastening bolt diam., scale

Raw text data extracted from CAD file:

00 \A1;20.0 \A1;20.0 \A1;5.0 \A1;10.0 \A1;50.0 \A1;10.0 \A1;10.0 \A1;60.0 \A1;15.0 \A1;45.0 \A1;35.0 \A1;10.0 \A1;45.0 \A1;10.0 \A1;5.0 \A1;45.0 \A1;60.0 \A1;11.5 \A1;10.0 \A1;2.0 \A1;10.0 \A1;11.5 \A1;45.0 \A1;45.0 \A1;35.0 \A1;10.0 \A1;45.0 \A1;10.0 \A1;5.0 \A1;45.0 \A1;60.0 \A1;114.75 \A1;126.25 \A1;10.0 \A1;2.0 \A1;10.0 \A1;122.0 CORTE A-A’ A ALZADO FRONTAL A’ B B’ REJILLA DE FACHADA CORTE B-B’ 100 10 |2\ 60 10 |2\ 60 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 0.0330203340160544 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540842 -0.2625280407540815 -0.2625280407540842 -0.2625280407540842 100 (1) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.21 SOPORTE VERTICAL CON L1-4″x9.87 REJILLA CON SOLERA DE 3″x1/4″ dOBLE PLACA DE 4″x4″x1/4″, SOLDADA A 2L1-4″x9.87, PARA FORMAR CAJA DE APOYO (UNION ARTICULADA) TRAVESAÑO HORIZONTAL CON L1-4″x9.87 ATIESADOR EN COLUMNA DE 13mm DE ESPESOR PERFIL DE REMATE PARA LOSA CON LD 6″x4″x15.19 HOLGURA DE 15mm DE ESPESOR VACIO REFUERZO VERTICAL CON OS-3/8×0.50 E S P E C I F I C A C I O N E S EJE CONSTRUCTIVO EJE DE LA SECCION COLUMNA DE ACERO CLAVE IFE-C.1 TRABE PRINCIPAL LARGA DE ACERO CLAVE IFE-T.1 TRABE PRINCIPAL LARGA DE ACERO CLAVE IFE-T.2 ( EJE # 6Y 7 PROYECCION LOSACERO Y CAPA DE COMPRESION SOPORTE DE REJILLA CON 2.L1-4″x9.78 PERNO DE SUJECION DIAM. 5/8″ 2 7 3 5 6 1 16 12 13 14 15 11 9 4 8 10 ESCALA 1:125 12 10 9 15 14 7 17 16 3 5 13 1 4 7 3 8 12 10 9 16 11 13 12 3 4 10 9 14 8 1 13 6 100 16 P A R T I C U L A R E S | \ 100 50 100 100 122.0