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BACKFlLL <br /> (E) GRADE <br /> X �W <br /> Jr: • . <br /> .. .�• .. • • •ems' <br /> • it FOOTING BEYOND <br /> TYPE A BRACKET 11 CHIP OUT POCKET IN (E)FOOTING <br /> FLUSH WITH FDN WALL POCKET <br /> (PIERTECH P/N 2.88—TLB) WIDTH TO MATCH BRACKET WIDTH <br /> 2 7/8'0 EXTENSIONS (5' OR 7') <br /> (PIERTECH P/N 2.88—E5G OR <br /> 288—E7G) <br /> 2 7/8'0 X 7' LEAD W/10'0 HELIX NOTE PILE EMBEDMENT SHALL BE <br /> (PIERTECH P/N 2.88—L71OG) <br /> 8'—O' MIN INSTALLED PER 1HE <br /> TORQUE CORRELATION METHOD TO <br /> ACHIEVE 2X DESIGN LOAD NOTED ON <br /> P THE FOUNDATION PLAN. <br /> Q <br /> 2 7/8"0 BOLTED HELICAL DETAIL <br /> • \ <br /> SAW—CUT(E) SLAB <br /> do FlLL/REPAIR <br /> . WITH CONCRETE <br /> • .a AFTER INSTALLATION <br /> M2 <br /> • <br /> • .• ii <br /> Ili FOOTING BEYOND pN\EL 1114), <br /> CHIP OUT POCKET IN (E) FOOTING ��0 °F WAS*TYPE A BRACKET FLUSH WITH FDN WALL POCKET �Z 1 > <br /> (PIERTECH P/N 2.88—T1B) WIDTH TO MATCH BRACKET WIDTH Z h y <br /> 2 7/8'0 EXTENSIONS(5' OR 7') �'�� ` 'mg`= <br /> (PIERTECH P/N 288—ESG OR -p 40643 <� <br /> 2.88—E7G) �� 4' ISTcR � <br /> 2 7/8'0 X 7' LEAD W/10'0 HELIX NOTE PILE EMBEDMENT SHALL BE FSS/�NAL�-�G(PIERTECH P/N 2.88—L710G) 8'-0' MIN INSTALLED PER THE <br /> TORQUE CORRELATION METHOD TO <br /> ACHIEVE 2X DESIGN LOAD NOTED ON <br /> P THE FOUNDATION PLAN. <br /> Q2 7/8"0 BOLTED HELICAL DETAIL <br /> 0. <br /> H22 <br />