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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 />MAZIMUM OF 5 % GALLONS OF WATER PER 94# SACK OF CEMENT. <br />