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<br />Pier Spacing Table <br /> <br />load Bearing <br /> <br /> 15- x 16'" 18 '1/2" x 18 V~.. 20" x 20'" 26" x 26'" <br /> 3' 4' 5' 8' <br /> 4'6" 6' 7' <br /> 6' <br />h 7'6" I <br /> <br />1000 psF <br /> <br />1500 psr <br /> <br />2000 psf <br />2500 psF <br /> <br />Figure A <br /> <br />~ <br /> <br /> <br />810c~ (Si~ed) <br /> <br />T .::;:;:...: ;:;::::.~~ *CaP2-xS-XIO'"PressureTreated <br /> <br />. . . WOOd or other materia.! approVed <br />}6- . . . . ;... andllstedbvthe~ent <br />HAX'O .. . ._ . <br />I .:...........::. <br />-L- ".:_. ........ :.. *CeUedconcretebloc:k <br /> <br />":~.."":.'.:.... ~ -GroundleveJ <br /> <br />.............. -------- "'Footer or Pier foundation <br />. 4- x 10- x 10. Solid (One Piece) or <br />Other material approved and listed <br />By U1e department <br /> <br /> <br />Figure B <br /> <br />HALL co y WITH <br />BUILDING S LE BUILD <br />ALL APPLlC~LUMBING AND "'Sod and organic material removed <br /> <br />~:~~~Ai- CO)DJ' <br />11-~j <br /> <br /> <br />BlOCking (Double TIered) <br /> <br />...... <br /> <br /> <br />~ <br /> <br />"'I-Beam (Frame) <br />..::- .WOOd shims or other material <br />approVed by the dePilrtment <br />Plll'Suant to rules 15c:-1.01OS and <br />lSc-l.0106 (11/2 Maximum) <br /> <br />: <br /> <br />J:inllr~ r <br /> <br /> <br />. ...... -.- <br />lJ- ..~_. --;.,,.," <br />Il4I' . __ , . I .. .. <br /> <br />"'COption} Pres.sure treated Plate <br />.Cap 4- x 10. x 10- Solid block <br />2 2- x 8- x 10- Pressure treated <br />WOOd or other material approved <br />And listed by the des>>artment <br />Option 2 (4- x 8. x 10'") must be <br />PerpendiCUlar to I~m <br /> <br />I I . .. <br />, '. <br /> <br />~ <br /> <br />-Celled COncrete bJodt <br /> <br />-Ground level <br /> <br />"'Footer or Pier fOUndation <br />4- x 16- x 16- Solid (One Piece) or <br />Other material approVed and listed <br />By the department <br /> <br />"'Sod and organic material removed <br />