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REINFORCING BAPS APE <br /> Il o e'R.c. NOTES: <br /> REfilfi BARS N4 <br /> I) SHEAR STUDS ARE/6 BARS AND PLACED AT 6 LOCATIONS <br /> INTO THE EXISTING CONCRETE(EVERY 60 DEGREES) <br /> C> ORO <br /> /2•e'M' 2)SHEAR STUDS ARE EMBEDDED INTO THE EXISTING CONCRETE <br /> Tr AHD iNTO THE CAP A° <br /> r= mew I )SHEAR STUDS WILL BE EPDXY GROUTED <br /> 0 <br /> • 0)CONCRETE HAS MAXIMUM CDMPRESSON STRENGTH,Ic <br /> • 6000 PSI <br /> N.5-M ...--...-='— TS 1. ' _ _ _ _. <br /> _ _ _ _ _ _ •i, .. _ s) STEEL HAS A MELD STRENGTH,Ir- 60000 PSI <br /> 27 <br /> y��'•' ;P10'' I• <br /> ° ° 6) ME RBLOADUROEN RATING FOR THE CONCRETE CAP IS 100 FEET OF <br /> / 1 ° f _,• u ° _ •_ - _ ` OMEso L PPEssURE <br /> \ x • e 2)NO LAPSPLICES ALLOWED ON STRAIGHT AREAS <br /> .. ` • - • ° • -• N ESISTING SUKACE <br /> / .•A .•,'.r . ° • • `' f BEFORE PLACING CAP <br /> l 111 <br /> •(..:. .•I. 1 RTFORONG BARK ARE <br /> ' ' <br /> ,..'.AI. ...,..,.''.. .., • <br /> '; .. <br /> 1. C. 'I... REINFORCING BARS ME <br /> t ✓:..:j GCONCRETE CAP SECTION VIEW <br /> 55 REIKORCING BARB TIP. <br /> 0 r7- 1 <br /> CONCRETE CAP PLAN VIEW SHEAR s <br /> �•_I'-0- /6 BARS TW. <br /> O c ° <br /> TYP. <br /> '4 6/CENTER _ A° ° 4 <br /> In.6 NON SPLICE A < <br /> < <br /> 0 CIRCULAR REINFORCEMENT <br /> OVERLAP DETAIL 4 <br /> °e• e <br /> VV: !k „-" a SHEAR STUDS DETAIL <br /> /B REI RCING <br /> ' B4RS SHEAR el• /6 REINFORCING BARS m. <br /> �• 71' /6 BARS OP. <br /> 1 IC EXTERIOR CONCRETE PLAN VIEW ' • • <br /> 9 a_I'_e• <br /> HOOP REBAR GEOMETRY - • . . . <br /> J HOOP/ HOOP OMMEnR NOTAL LENGTH • - <br /> • <br /> HOOP 12 I='_I x•-e- Q EXTERIOR CONCRETE SECTION VIEW <br /> HOOP 53 12-10 AI--O Tn' DIY <br /> $ ENUNELRS WE - *WED EOR CONSTRMOoN R.7 QpnR/1/kou:A.sn°.. I..l..0 1u.. .Pp AR, <br /> ^ ' `WIHI NNOO 15511[0 FOR OONSTRUGIPA ql yl/R//I;D.w9•Ha 6r PO <br /> ti ■ D A <br /> O„�1.N.'y;•F.Po�s mucked A:PDX CONCRETE CAP OElARS <br /> 2i ao30REG/`t.,,,- yP, q,aX ®Climax Molybdenum TETRA TECH G <br /> 0 : 29119 1 ... <br /> 7J���" A Freeport-McMoRan Company ''''":7.7.Z`t"..70 P•P;«I, PA;ocI no <br /> 8 'S'VV.. <br /> �(f•..._..:Naa�� lxal xlTaTao Iaoall hTos N. <br /> aw.uK ,A-SIGN DESIGN I <br /> 'iW/AGN AIf R.. D..cHNwn ITT 0m. <br /> REFERENCE °II•4UDIIPN,WO RENS10M2 - Lx.6Rn: I Pi;',/2.3 1P <br /> 6 CLIWa.C0.MA00 x OF S <br />