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Table A: <br /> PIER SPACING TABLE <br /> Footer <br /> sou <br /> S'� 16"x 16" 18%:"x 18'/:" 20"x 20" 26"x 26" <br /> Loaa <br /> Bearing <br />, Ca aci <br />' 1000 psf 3' 4' S' 8' <br /> 1500 psf 4'6" 6' 7' <br /> 2000 psf 6' <br /> 2500 psf 7'6" <br /> 3000 psf <br /> 3500 psf <br /> Shaded areas are at the maximum eight feet spacing. <br /> FIGURE A BLOCHING(Single Tiered) <br /> I-Beam(Frame) <br /> Wood Shims or other material approved and listed by the department pursuant to rules <br /> 15C-1.0105 and 15C-1.0106(1%z"Maximum) <br /> "�' �, ����. � � �, �. Cap—2"x 8"x 16"Pressure Treated Wood or other material approved and listed by the <br /> � •�Ir�� �� •��I•i dCPHLtIDCIIt <br /> I I •• <br />� • • • • <br /> 36" '':' •. <br /> Celled Concrete Block <br /> MAX. . • <br /> � . ;����;���• ' Ground Level <br /> ���'�'�•�•'•� • •" Footer or Pier Foundation <br /> '; �::::.::: �_ 4"x 16"x 16"Solid(One Piece)or other material approved and listed by the department <br /> Sod and Organic Material Removed <br /> FIGURE B <br /> BLOCHING(Double Tiered and Blocks Interlocked) <br /> _ I-Beam(Frame) <br /> Wood Shims or other material approved and listed by the deparhnent pursuant to rules <br /> 15C-1.0105 and 15C-1.0106(1%i'Maximum) <br /> .; , <br /> • '�� � . , (Option)Pressure Treated Plate(1"x 8"x 16"Minimum) <br /> � ,� ,�,��� Cap—4"x 16"x 16"Solid Block <br /> 2—2"x 8"x 16"Pressure Treated Wood or other material approved and listed by <br /> ����� ,�—. the department <br /> • ' • _ . . (Option 2—4"x 8"x 16")Must be perpendiculaz to I-Beam <br /> . .. . _ . <br /> 52• ���� ';�j Celled Concrete Block <br /> MA%. i..� .1 ��i <br /> • � � �Y <br /> ,. ,.' Ground Level <br /> .:� �� �;�'� Footer or Pier Foundation <br /> � ��. ,i:,� 4"x 16"x 16"Solid Block(One Piece)or other material approved and listed by the <br /> � ����'�� departtnent <br /> ��� Sod and Organic Material Removed <br /> 11 <br />