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E. CAST IN PLACE CONCRETE do REINFORCING STEEL: <br />1. Concrete of following 28-day Rtrength: <br />2 '`t'Bi-{3 k cementLs td:_�:ax. 5,t. gal. water/eack-r <br />5 cack cement/cyd; may. 6 gal. water/sack) <br />for all structural concrete, including, foundations and slabs <br />on grade. <br />Maximum size aggregate 1}". Mar.fmum slumo 4". <br />Add Master Builders POZtolith per rifr's recommendations <br />to all concrete except footings. <br />Concrete for exterior walks to be air entrained (5% air.). <br />2. Reinforcin steel ASTM A-615 grade 404is:l <br />Use grade r for <br />s. <br />Detailp fabricate tand eplace eIn ac ostirrups, rdancewithdthellatest <br />edition of A.C.I. "Manual of Standard Practice." <br />Submit shopdrawings for approval Prior to fabrication. <br />3. Concrete cover on reinforcing, steel (clear dimensions): <br />'4Uepended-debr--•------------------------ 3/4"-- <br />SFaa�at►d'colvm>-----._----1� �(-to-tiee-)- <br />Non -exposed vertical faces ------------------ 1 <br />Vertical faces exposed to eart:, or weather --- 2" <br />Bottom of footings -----------------------_--_ it <br />Slabs on vapor barrier ----------------------- {" (frog ton) <br />4. Lap all field splices 24 diameters with minimum of 12 inches. <br />Bend outer wall and footing bars 12 inches or use corner <br />bars at all corners and wall in:�rsections. <br />5. Provide two continuous. #5 barn ?n top of all exterior <br />foundation walls where ercosed to view. <br />Minirmam footing reinforcing tw•-* Rrs continuous. <br />Dowel foundation wails t.o footing with #5 x 1'-6" long C <br />24" o.c. Embed 6" into footing. No shearkeys required. <br />6. Reinforce corners of all wall and s:aa openings with sides <br />of 12 or greater with two #5 'rlr° extending 24 inches <br />beyond corner.; into wall on -si' r,?,:r :;ides. Provide one <br />extra k�, diaF•-nal bar, :cne +'- it each corner. <br />7• Mini reinforcing step' in slshe ograde 6 x 6 - 10/10 <br />W.W.F. Lan r ne full+e ,.^ r;Lrol points <br />(Burke Kold Joint) at 3.0-o" -,-, -,•,x. Locate ,joints at <br />column lines and under rc^,-•re ,1. <br />pattern. Pour in checkerboard <br />8. Vibrate all concrete. a�g:if,1:.' »• materials to be <br />prevented. <br />.est tre7are=i:oL'-required. <br />^. Place no fill ag9inet f^�n�.r;. r '•asement walls until <br />, ,.;;, <br />f.co-r s arr !n i.o, <br />siic:•e5 to r.�_' , ! - .. `> hr-c•r sde ;uately <br />