The section details a reinforced concrete pile cap supporting a steel column and grade beam, integrating with a concrete floor slab, insulation, and a masonry exterior wall. Key structural components include epoxy dowels, base plate connections, continuous grade beam reinforcing, side-face reinforcing, and J-bars. Waterproofing membrane and insulation layers are also specified around the perimeter assembly.
Text on the drawing
CLCOL & FTG T.O MAIN FLOOR 100.00 T.O. CMU WALL 102.60 160 TYP SEE BASE PL SCHEDULE 300 SEE SCHEDULE PILE CAP DEPTH 50 TYP AT PERIMETER UNO INSULATION SEE ARCH, TYP TOC EL = 99.700 WATERPROOF MEMBRANE SEE ARCH, TYP PILE CAP SEE SCHEDULE SLAB TOP REINF TO BE HOOKED TYP 100 SEE SCHEDULE GRADE BEAM SEE PILE CAP REINF GRADE BEAM TOP REINF, CONT THROUGH PILE CAP GRADE BEAM BOT REINF, SEE SCHEDULE SIDE-FACE REINF, SEE PILE CAP DETAILS J-BARS, 20M@200 ES SEE PILE CAP REINF SEE PD-01/S-G-0.03 FOR STEEL PIPE PILE DETAIL 95 POUR BREAK, SEE NOTE 3 NOTE: SEE SECTIONS 1&2 ON S-MB-5.15 FOR GRADE BEAM REINF INTO PILE CAP 'PC1'. TYP FOR ALL GB's & PC's AT PERIMETER TO TERMINATOR EL = 99.550 150 TOP OF MASONRY WALL SEE DET 18&19/S-MB-5.21 EPOXY DOWELS 200 EMBED, TYP
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