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PIER <br />24"x24"xi 6" <br />CONCRETE <br />3500 PSI <br />- COLUMN 6"x6", <br />CB66 HOLD DOWN <br />(6'46"x 1 8D <br />6" 11Rll I IN FXT FRN <br />CLUE SIMPSON EPOXY <br />SET-XP STRUCTURAL <br />ANCHORING ADHERSIVE. <br />- COLUMN 6"x6", <br />CB66 HOLD DOWN <br />(6"x6"x 183 <br />- PIER 24"x24"xl 6" <br />CONCRETE 3500 PSI <br />1 <br />6 <br />- 3-#4 REBAR ExISTING -3-#4 REBAR TOP <br />TOP & BOTTOM FON @ 6" O.C. <br />DRILL 6" IN EXT. FND. <br />/ *0.00 I to.00542? S.. ·* i 1 GROUND <br />3. 1 <br />11 -'Ir <br />DLR <br />W <br />ETAI L 1 <br />ALE 1" = 1 '-O" <br />1 2-0 -2'-00 <br />-6 <br />DETAIL 2 " <br />SCALE 1" = 1 '-O" <br />CONCRETE PAnO <br />4" THICKNESS <br />3500 PSI <br />#3 REBAR <br />@ 18" O.C. <br />, <br />COLUMN 6"x6" <br />CB66 HOLD 06wN <br />(6"x6"*18") <br />- 3-#4 REBAR <br />TOP & BOTTOM <br />4 <br />h/iUrrcilhvdUrrr <br />.t <br />CLR <br />2'-0 81: <br />I *0.00 <br />4, 1 GROUND LEGEND: <br />33 EXISTING CONDmON <br />[EE] NEW CONCRETE <br />3 <br />TAM NGUYEN RESIDEMDETAIL 3 : " 5!HS!.S-270319 <br />SCALE 1" = 1'-0" <br />DETAILS PATIO <br />le,1 1,/2.-,•-c• 0££010 Grf T. CHECKED WY m 3 <br />1 1/06/13 Cltil tir IM APPRMD W ™ -3 -3 -M <br />.. <br />4 <br />-- <br />j CLR il9 1 <br />t IR>,