Constructive Joint Between Slabs DWG Block for AutoCAD

Seismic structure

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

Detail of joint between slabs, Seismic type of i.p.c. Similary, To waterproof with similar sika, Vertical movements mm, Form factor sikaflex mm, Continuous non-slip aluminum foil, Horizontal movements mm, Existing slab, Supported loads kn., Joint in units of, depth, width, Screw anchored williams type similar, Flat head screw, Sikaflex putty, Abrasive cleaning, Sikarod, Nice metal, Existing slab, Filling in concrete grout sikadur first approved by interventoria, Diaphragm in aluminum foil receiving, Continuous non-slip aluminum foil, Stainless steel aluminum

Raw text data extracted from CAD file:

\A1;2.50 cm \A1;17.78 cm \A1;5.00 cm \A1;6.90 cm \A1; \A1; \A1; DETALLE DE JUNTA CONSTRUCTIVA ENTRE LOSAS DETALLE DE JUNTA CONSTRUCTIVA ENTRE LOSAS TIPO 701-AO1 PISO/PISO SISMICA DE I.P.C. ó SIMILAR TIPO 701-AO1 PISO/PISO SISMICA DE I.P.C. ó SIMILAR IMPERMEABILIZAR CON SIKA O SIMILAR MOVIMIENTOS VERTICALES ±25 mm FACTOR DE FORMA SIKAFLEX 1A=ANCHO=20 mm LAMINA DE ALUMINIO ANTIDESLIZANTE CONTINUA 17.78 cm 5.00 cm MOVIMIENTOS HORIZONTALES ±25 mm LOSA EXISTENTE CARGAS SOPORTADAS 35 kN. JUNTA EN UNIDADES DE 3.50 m PROFUNDIDAD = 1 ANCHO = 2 TORNILLO ANCLADO TIPO WILLIAMS O SIMILAR 6.90 cm TORNILLO CABEZA PLANA 2.50 cm MASILLA SIKAFLEX 1A LIMPIEZA CON DISCO ABRASIVO SIKAROD Ø 1 1/8″ (29 mm.) O GRATA METALICA LOSA EXISTENTE RELLENO EN LECHADA DE CONCRETO 1:3 + SIKADUR 32 PRIMER O SIMILARES, APROBADO POR INTERVENTORIA DIAFRAGMA EN ALUMINIO RECIBIDOR DE LAMINA LAMINA DE ALUMINIO CONTINUO ANTIDESLIZANTE ALUMINIO O ACERO INOXIDABLE