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PIPE PILING NOTES <br /> CODE: DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL <br /> BUILDING CODE. <br /> FOUNDATION: PILE DESIGN IS IN ACCORDANCE WITH THE <br /> GEOTECHNICAL ENGINEERING REPORT PREPARED BY PANGEO <br /> INCORPORATED DATED DECEMBER 8,2022. <br /> PIPE PILING: PIPE PILING SHALL BE 2 INCH DIAMETER SCHEDULE-80, <br /> ASTM A-53 GRADE"A" STEEL PIPE DRIVEN TO REFUSAL USING 90# <br /> PNUEMATIC JACK HAMMER. REFUSAL DEFINED AS ONE ONE'INCH OF <br /> PENETRATION FOR ONE MINUTE OF DRIVING. PILE CAPACITY 3 TONS. <br /> CONCRETE: CONCRETE SHALL HAVE A 28-DAY STRENGTH OF 3000 PSI. <br /> MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A <br /> MAZIIVIUM OF 6 3 GALLONS OF WATER PER 94#SACK OF CEMENT. <br /> cjPL-�,,At 1$41- PECK 1�J t�RE G?t� Ft Et�1C�cf� vee-P <br /> c-t relt- Ft L• <br /> "��\ . \. .✓ 1 � l}�S<�— , <br /> rs . <br /> - •?l• " <br />