This structural plan detail shows a reinforced concrete shear wall configuration bounded by concrete columns at grid intersections. Typical shear wall reinforcement consists of ASTM A615 Grade 60 steel, with all boundary reinforcement specified as ASTM A706 Grade 80. All tie sets are designated as ASTM A615 Grade 80. The concrete compressive strength is specified as 7000 PSI at 56 days. Detail reference callouts and grid bubbles coordinate the assembly with other structural sheets.
1.E 1.D 1.6 1.7 NOTES: TYPICAL SHEARWALL REINFORCEMENT SHALL BE ASTM A615 GR60. ALL BOUNDARY REINFORCEMENT SHALL BE ASTM A706 GR 80. ALL TIES SETS TO BE ASTM A615 GR 80. F'c = 7000 PSI AT 56 DAYS 13 S.1-353 17 S.1-353 15 S.1-353 18 S.1-353 TYP SHEAR WALL REINF. SEE ELEVATION.
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership