|
<br />l
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />I
<br />--+
<br />I
<br />
<br />OESlltN CRITERIA
<br />
<br />I
<br />
<br />CONCRETE......,..,.....,F'C 3000 PSI ~ 28 DAYS FOR AlL CONCRETE INCLUDING
<br />P>M BLOCK CORE F ILL REQUIRED.
<br />
<br />REINfORCI~ STEEL...".,ASTM A 615 GRADE 60
<br />
<br />STRUCTURAL STEEL,....,..ASTM A 3&
<br />
<br />CONCRETE 8LOCK...".....ASTM C90 GRADE NI - HOLLOW LOAD BEARING CONCRETE
<br />BLOCK.
<br />
<br />JOINT REIr-.FORCING..... ..DEf~D WIRE C(t.,FORMIN:; TO ASTM A 82
<br />
<br />~TAIt. . . . . . . . . . . . . . . . . I . TYPE "M" CA 1'5"
<br />
<br />SOIL BtARIN:; PRESSlRE...FooTIN:; DESIGN HAS BEEN BASED lI'ON A MAXII'U1 ~T
<br />BUR IN:; PRESSURE CT 2000 PSF, fOOT I,.... 1H) Fo..NlAT ION
<br />DESH.N WILL BE REVIEWED UPON t<ECEIPT CT TI-E SOIL
<br />INVESTIGATION REPORT.
<br />
<br />GEtfRAL NOTES
<br />
<br />l--CCl'lSTRUCT I~ SI1ALL C(t.,FORM TO TI-E /'1INIM.J-\ REQUIREI"ENTS CJ' THE "U.B.C," 1H)
<br />TI-E MJI'U:SOTA STATE BUILDIN:; COOE,
<br />
<br />2-~OVT INloS SHAlL BE CENTERED LJtoVER HE COLlffi OR WALL BEIr-G SUPPORTED LNLESS
<br />O. '-t,RWISE SHGIN.
<br />
<br />}--FOOT INloS SHAlL BEAR ON NATlRAl OR l.WISTURBED SOIL OR ~ CONTROLLED FILL
<br />PlACED LtVER TI-E SUPERVISION CT A QUAliFIED SOILS ENGINEER,
<br />
<br />It--STEP FOOT Ir-GS SO HEY ARE LN:lER SEWER /IK) OTt-ER lii'VERGRWr-.v PIPING,
<br />
<br />5--LOCATE SLAB ON GRADE
<br />KlYED SHEAR JOINTS,
<br />
<br />6--QfSIGN LOADS:
<br />
<br />CONSTRUCTION JOINTS ON APPROXIMATE 25' CENTERS,
<br />
<br />rI..M"'" \1,~. ~ p,tl
<br />ROCF LIVE LOAD 40 PSF,
<br />FLOOR LIVE LOAD PSF.
<br />WIND t~ PSF.
<br />MISC. ROCf D.L. 1 PSI'.
<br />
<br />USE
<br />
<br />7--LAP SPLICES TO BE 2'+ BAR UIAl'fTERS IlUT NeT LESS TH1V-4 12" IN FOOTlr-GS, PROVIDE
<br />~ BAR DIA/"ETERS L/>P fo'E.ASlJUcJ ABOVE FOOTIN:; IN MASQIIRY WALLS.
<br />
<br />8--lOIELDELI WIRE FABR IC FOR SLABS ~ 1.iVlJ[ AS NOTED ON PLAN TO CON'OR/;'I TO ASTM A
<br />185.
<br />
<br />J
<br />
<br />.
<br />
<br />""" Au.
<br />
<br />I _,,~
<br />
<br />-. J.
<br />
<br />.
<br />
<br />-- - . . : '\ t
<br />
<br />"
<br />
<br />~
<br />
<br />,
<br />
<br />,.
<br />
<br />,.
<br />
<br />.
<br />
<br />W', ~
<br />
<br />r:;.All. I
<br />
<br />~ .~
<br />
<br />'1
<br />,0 _~~
<br />
<br />J
<br />
<br />A :.
<br />
<br />.,
<br />
<br />I . .11'-
<br />
<br />;'-
<br />
<br />;... ~ ~
<br />
<br />. ,
<br />
<br />.,
<br />
<br />'( t. .. . r
<br />
<br />,
<br />
<br /> ~
<br /> - " ~
<br />..
<br />~ a
<br /> , ~ , ~ p,
<br /> .. . . r A .
<br /> , '.
<br /> ,
<br /> ......
<br />
<br />I
<br /> ./
<br />'t I,
<br />t- .]
<br /> I ,.
<br />-' . '
<br /> ,
<br />'4 "J (l~
<br />
<br />( .,.. , AI
<br />
<br />-,
<br />
<br />f7
<br />
<br />, ..
<br />
<br />~
<br />
<br />,
<br />
<br /> i 1 'r,i' rn ify t. ,11 or ;. I 1
<br /> dir t ~ L
<br /> n'p ( pr"p " " ~ .
<br /> eJO and ( I n " a ~\ ~
<br /> f ,r tI
<br /> Pr~f. :i.lon II t ,. "
<br /> Stall 1 ~l nnf 1<!)~ " I
<br /> ... .
<br />. ..... --
<br /> ~() .
<br />
<br />
|