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<br />l)ES I~r. CR ITER IA
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<br />CCNCRETE,....... .....,..F 'C }uUu "51; 28 DAYS f CR ALL CCNCRETE INCLUOII-G
<br />AN~ UlUU CllRt: f ILL REQUIRED.
<br />
<br />REiNfORCING STEEL.......ASTM A ulS GRAVl. bO
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<br />STRUCT~ STEEL.,.....,ASTM A 3~
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<br />C~ETE BLOCK......... .ASTH (9l "Rtvl '\ I - HOLLOit LOAD BEAR IIIC CONCRETE
<br />BLOCK,
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<br />.JOINT REI""ORCIN;.......DEfOR'tu "'J~f (iUCRMI"" TO ASTM A 82
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<br />I1JTAR...... ....... "" I" .Tl'r"l "'1" -.J< H,/I
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<br />SOIL BL.AR IN; PRfSSL.RE.. .FooT I"'" :'f SIGr, rlAS BEEN BASED lJP{).j A MAXIM..t1 !lET
<br />BEAR I~ i '><.[ 5:,lIl,-, ~ 2000 PSF, FooTlNO /In) FlUOAT ION
<br />DfSll.o" ~ILl Bf RfVIEflED UPON KfCEIPT ~ TI-I: SOIL
<br />IMil51 I Jill ILl', ~iY~T.
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<br />liE"fR.AL ~OTE5
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<br />l--C~STRUCTI~ SHALL C~~ TO 1H' "1\1'1," ~EQUIREIo'f:NTS rF THE "U.B.C." /In)
<br />THE M.INNESOTA STATE BUILDIIIC CUI'i
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<br />2-",ooT If'.AtS Sl1ALL BE CENTERED LWt -< r1' l \)Ll"'N CR WALL BE IN:; SUPPalTED LNLESS
<br />OI"c~WISE SHOWN.
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<br />3--FooTII\LS SHALL BEAR CJ\j NAT~L ;','~'i'"T, '~,D SOIL CR &.I CCWTROLLED fiLL
<br />r1.ACf.D l.KlER Tt< SUPERVISION \i- p. ,,_;\,_1, If" SOILS EIICII'.EER.
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<br />4--STEP FOOT1IICS SO THEY ARE l.N)fR ..Wi <( />,',[ l)T~R liIVERGRWf'D PIPlfIlO.
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<br /> 5--LOCATE SLAB CJ\j GRAOl CCI'ISTRUCT I . ',. c ", APPROXIMATE 25' CENTER S, USE
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<br />. l<EYED SHEAR JOINTS. P,,-^,I;1(. . , _ ~1 p,,.
<br /> ".\,..
<br />. 40
<br /> b--DESIGN LOADS: ROO- L. '" '- ~ If\-. ' PSF.
<br /> FLOOR ~ j', t L I, I,..... PSF .
<br /> 11/1;-.0_ lL._ f~ PSF .
<br /> MISC, Ih_1 PSF .
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<br />7--lN' SPLICES TO 8E 21+ BAA DIAI1: 1: ~,_ t1U '.'_ T LESS T~ 12" IN FooTlIICS, PROVIDE
<br />~ BAA DIA/"ETERS LAP I't:.AS~fl) Af." f ;JUlt.... IN MAS<MY WALLS.
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<br />8--wEL.DE1.J WIRE FABRIC FeR SLABS t"'- ",.J[ ;\S Vc;TEO Cl\I PLAN TO CON'eRM TO ASTM Ii.
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