Laserfiche WebLink
SHORING FOR EXISTING <br /> WALL IN SECTION 1/S5: <br /> NOTE: <br /> CONCRETE WILL BE <br /> POURED THROUGH TO <br /> FILL VOIDS BEHIND NEW <br /> CONCRETE AND CMU <br /> WALL. <br /> r- - - - <br /> I <br /> I <br /> NON-SHRINK GROUT AT <br /> TOP TO MAINTAIN FULL <br /> BEARING. USE 4" HIGH <br /> #5X2'-6" DOWEL AT BLOCK FOR TOP COURSE <br /> 24" O.G. W/ HILTI AS REQUIRED. <br /> HIT HY-200 ADHE5IVE <br /> (6" EMBED INTO EX15T) <br /> 8"x16" SOLID-GROUTED <br /> CMU W/#5 VERT/HOOKED <br /> POUR PORTION OF DOWEL &#5 HORIZ @ 18" <br /> FOOTING AT EACH O.C. PRE-DRILL HOLES <br /> SHORING LOCATION FOR HORIZ. REINF. <br /> ° <br /> d a <br /> d d 8 <br /> o ° a 5- #5 CONT <br /> d° <br /> a ° <br /> S" 1'4' <br /> SE�TOil <br /> ctj 5CALE: 3/4" = I'-0" <br />