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JAMB DETAIL <br />SCALER" ® V-0" <br />SYM REVISION <br />A 777X CWC NEW BUILDING — RECORD <br />B PGB STRINGER BLADE - IFC FOUNDATION <br />BASE SLAB REINFORCING <br />SCALER/8" m V-0" <br />4@7"=28" <br />BY APPROVED <br />WBS 2548317 KRW DPB <br />W6164105I NG RLT <br />. n lllP � 4P11 n r <br />DATE SYM <br />01/03/17 <br />02.13.20 <br />TN2S1 <br />4' DIA. EXP/ <br />13" 7" <br />16 x18 LON <br />HOLES. FII <br />NUTS @ PI <br />FOR SLIP <br />" DO NOT DISTURB ANY <br />BEAM REINFORCING <br />DURING INSTALLATION OF <br />ADHESIVE ANCHORS <br />— W8x24 <br />B <br />S460 <br />1" NON -SHRINK <br />GROUT <br />T/ BEAM <br />EL. 88'-0" <br />BEAM, SEE SECTION <br />B/S295 FOR <br />REINFORCING <br />* PLACE BETWEEN <br />TYPICAL BARS <br />1" NON -SHRINK GROUT <br />a ° <br />° 4 p <br />° <br />p v 4 <br />d <br />4 d <br />p <br />° d 4 v <br />° ^ <br />am <br />CD <br />a !41 <br />cS� <br />4 ° ° <br />.v Q <br />W12xl6 °v <br />6 xla" LONG -SLOTTED d 4 <br />HOLES. FINGER TIGHTEN v ° 4 q v <br />NUTS AND PEEN THREADS <br />FOR SLIP, TYP E.E. ° 4 <br />WT6x32.5 41 ° <br />d <br />(6) 4' DIA. ADHESIVE p <br />ANCHORS @ 10" O.C. ° <br />HORIZONTALLY ° <br />a <br />`a <br />4 d d 4 <br />v A v <br />NOTE: <br />BEAM MUST BE INSTALLED & <br />GROUT CURED PRIOR TO CORING <br />PIPE PENETRATIONS IN SLAB <br />SCALE.3/4"° = V-0`e S460 S460 <br />CG- <br />TAWALL EL. 99'-2"--, <br />(2) #7 @ 7" T. ADD'L * <br />T/BEAM BELOW EL. 88'90" <br />(TYP 4 PLACES) <br />r <br />OST <br />B LOW <br />SC,ALEA" a 1 -0" <br />TUNNEL T-7 <br />9 <br />�Lu <br />� O <br />#7 @ 10" B. <br />�ZF <br />#7@7"T <br />ED <br />C=Z:l <br />GROUT FILL <br />Qj <br />� <br />EXISTING <br />#7 @ 3Y2" T. <br />P <br />T <br />ENETRATION <br />(2 7 10" T., ADD', <br />5299 <br />#7 @ 10 T <br />TUNNEL T-5 <br />#7 @ 10" B. <br />#8 @ 10" B. <br />#7 7" T. <br />#7@3y"T._jj <br />jj <br />L <br />L — <br />(2)#7 @ 10" T., ADD'L <br />** SEE SECTION C/S295 <br />?kOOF <br />SLAB <br />REINFORCING <br />.t PLAN <br />R� F <br />"" <br />SCALE:.1/8" ® 1,-0" <br />Roy 51" <br />It SUBTITLE <br />10/09/14 <br />10/09/14 <br />TITLE <br />10/09/14 <br />STRUCTURAL MASTER <br />`DO NOT DISTURB ANY <br />SEAM REINFORCING <br />)URING INSTALLATION <br />CONSTRUCTION NOTES <br />1. EXISITNG 10' DIA. CORE, CONTRACTOR TO FILL. <br />zfU—U00 JOB NO. COMP NO. <br />W6164906 <br />EVERETT, WA DWG N0. 40-066®S460 <br />