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j , i j V/ 0 1 <br />a <br />oil <br />a <br />TYPICAL 4 di 4'dp, I <br />CONCRETE P ER <br />4 " <br />- LOW SAVE <br />Q <br />a <br />L- HIGH EAVE <br />80'-1 1/2" <br />I SLAB <br />M <br />I <br />CONCRETE PIER LAYOUT <br />N. T. S. <br />SEE SHEET A2 of 2 ANCHOR BOLT PLAN & DETAILS <br />4000 PSI W /FIBERMESH CONCRETE <br />L <br />i <br />i <br />c <br />i <br />i <br />`rte <br />cā€” o <br />48" DIA, TUBULAR <br />FORM "SONOTUEE" <br />IT[ III vv1ā–  <br />ofr ilc t " t <br />0-o ljY <br />VZF.VlF-ANrB <br />I <br />3/4" DIA. <br />ASTM A -307 STEEL ANCHOR <br />BOLTS EMBEDDED INTO PIER <br />(MIN. 2" PROJECTION) <br />1 <br />0 1 1 <br />00 <br />III <br />a <br />6x6x10 WWNI <br />r <br />2 ā€” #5 BAR CONT. <br />16" SLAB DETAIL <br />N. T, S. <br />R <br />cp <br />MONOLITHIC <br />POUR SLAB <br />4000 PSI CONCRETE PIER <br />R <br />Q <br />{ <br />a <br />C <br />4000 PSI CONCRETE PIER <br />1/2" THICK SPLICE PLATE <br />"SP -4 ". SEE ANCHOR BOLT <br />PLAN PAN SHEET A2 of 2 FOR <br />SPLICE PLATE DETAILS AND <br />LAYOUT <br />6" CONC SLAB <br />POURED SIMULTANEOUSLY <br />WITH PIERS <br />6" HOOK (TYP.) <br />i <br />#5 BAR ® 12" O.C.E.W. <br />W /3" MIN. CLR, <br />ELEVATION <br />CONCRETE PIER <br />N. T. S. <br />FLOOR PLAN -- FIRST FLOOR <br />SCALE 1/4" =1'0" <br />Q R <br />I <br />W <br />Q <br />a <br />6x6x10 WWNI <br />r <br />2 ā€” #5 BAR CONT. <br />16" SLAB DETAIL <br />N. T, S. <br />R <br />cp <br />MONOLITHIC <br />POUR SLAB <br />4000 PSI CONCRETE PIER <br />R <br />Q <br />{ <br />a <br />C <br />4000 PSI CONCRETE PIER <br />1/2" THICK SPLICE PLATE <br />"SP -4 ". SEE ANCHOR BOLT <br />PLAN PAN SHEET A2 of 2 FOR <br />SPLICE PLATE DETAILS AND <br />LAYOUT <br />6" CONC SLAB <br />POURED SIMULTANEOUSLY <br />WITH PIERS <br />6" HOOK (TYP.) <br />i <br />#5 BAR ® 12" O.C.E.W. <br />W /3" MIN. CLR, <br />ELEVATION <br />CONCRETE PIER <br />N. T. S. <br />FLOOR PLAN -- FIRST FLOOR <br />SCALE 1/4" =1'0" <br />