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ELEVATION-
LONGITUDINAL
CUT
DRAWNBY:
7OF9REVISED:
DWG
DATE:
SCALE:N.T.S.
ELEVATIONVIEWOFA
LONGITUDINALCUTOF
THEBUILDINGSHOWING
THEREBARPATTERNFOR
THESOUTHSIDEOFTHE
BUILDING(FACING
NORTH)
DIMENSIONSOFTOPAND
BOTTOMFLEXURALAND
SHRINKAGEREBARS
SHOWN
CE
9/7/16
ABCD
TOPFLEXURALBARS
TOPSHRINKAGEBARS
BOTTOMSHRINKAGEBARS
BOTTOMFLEXURALBARS
17'(TYP.)
12'(TYP.)
16'(TYP.)
12'-8"(TYP.)CENTEREDONGRID
8'-5"±(TYP.)CENTEREDONGRID
14"(TYP.)6"LAP
2'(TYP.)0"
0"
STD.90°
HOOK
4'
8"DEPTH
1"COVER(TYP.)
fy=60.0KSI(BARYIELDSTRENGTH)
f'c=4,000PSI(28-DAYCONCRETESTRENGTH)
NORTHINTOPAGE
DRAWNBY:
22OF23REVISED:
DWG
DATE:
CE
10/03/16
SHEARWALL
CONNECTION
DETAILS
SCALE:N.T.S.
SHEARWALLTO
CONCRETESLABS
CONNECTIONDETAILS
SHOWNINDIAGRAM
(FACINGNORTH;LOOKING
ATREBARDETAILFORTHE
SOUTHSIDESHEARWALL)
HORIZONTALSHEAR
REBARARE#4BARS
SPACEDAT12"APART
(TYP.)
THICKNESSOFSHEAR
WALLIS12"
NORTHINTOPAGE
11'
13'
12"SPACING(TYP.)
#4REBARS
TOPSHRINKAGEBARS
BOTTOMSHRINKAGEBARS
BOTTOMFLEXURALBARS
0"
0"
1"COVER(TYP.)
TOPFLEXURALBARS
DRAWNBY:
29OF33REVISED:
DWG
DATE:
NC
11/15/16
SCALE:N.T.S.
NORTHINTOPAGE
SPAN/10ZONE=51''
COVER=1.5"
#4STIRRUP(NOTPRESENTIN
COLUMN-SLABINTERSECTION)
12#8FLEXURAL
BARSINSIDE
SPAN/10ZONE
ADDITIONAL
FLEXUREBARS
#4SHRINKAGE
BARS
DEPTH=8''
BEAMDEPTH=36''
PERPENDICULAR
TRANSVERSE
SECTIONATCOL.
B2INTERSECTION
TRNSVERSESECTION
VIEW(PERPENDICULARTO
BEAM)OFTHIRDFLOOR
COLB2COL-BEAM
INTERACTION.
MORETIESATLOCATION
WHERECOLUMNBAR
BENDINGSTARTSAND
ENDS
TIEPLACEDAT31
2"BELOW
BOTTOMOFSLAB
BECAUSEHIGHEST
COLUMNTIESHAVETOBE
PLACEDNOMORETHAN
7.5/2"(SPACING/2)LOWER
THANBOTTOMOFSLAB
ACCORDINGTOACI318
CODE.
PLEASENOTETHATTHE
EXACTLOCATIONOFALL
THEEXISTINGSLABAND
BEAMBARSWAS
DETERMINEDUSINGTHE
DRAWINGSONPG.47,50,
88OFBINDER.
2#10BEAMS
NECESSARILYRUN
THROUGHCOLUMN
INTERSECTIONBECAUSE
ASPERBEAMDETAILING
REQ'S,ATLEAST25%OF
BOTTOMBEAMREBAR
MUSTGOCONTINUOUS
THROUGHENTIRETYOF
BEAM
F'CCOLUMN:6,500PSI
F'cSLAB/BEAM:5,000PSI
FY=60,000PSI
2#10BEAMBOTTOMFLEXURAL
BARS(SHIFTEDTOWARDCENTER
BYONE#10DIAMETER'SWIDTHIN
INTERSECTIONAREAB/COF
HIGH-TENSIONSPLICE)
-CIRCLESTUCKEDINAGAINST
STIRRUPREPRESENT
POSITIONOF#10BARSWHEN
NOTINTHEBEAM-COLUMN
INTERACTIONAREA
14"(TYP.)
6"LAP
#9COLUMNREBAR
(COL.B2-4)
#3TIESAT71
2"SPACING
TYP.
0"
SLABBOTTOMFLEXURAL
REBAR-SPANBC(#4BAR)
SLABBOTTOMFLEXURALREBAR-
SPANAB(#6BAR)
0"
BENDINBARSTARTSAT31
2"BELOWSLAB
BOTTOMANDEXTENDSTOBOTTOMOF
COLUMNBARSABOVE
SLOPE:9:1.25(FULFILLS6:1REQUIREMENT)
SLABTOPFLEXURALREBAR-
(#4BAR)
NON-CONTACT(1
2"CLEARSPACING)HIGH
TENSIONSPLICEFOR54"ACCORDINGTOMMFX
STEELCORPORATIONSTANDARDS
#7COLUMNREBAR
(COL.B2-3)
DRAWNBY:
38OF43REVISED:
DWG
DATE:
NC
11/21/16SCALE:N.T.S.
NORTHINTOPAGE
CONCRETESLABf'c=3,500PSI
6''
BASEMENT
SLAB-ON-
GRADE
TRANSVERSESECTION
VIEWOFBASEMENT
CONCRETE
SLAB-ON-GRADE.
UNREINFORCED
CONCRETESLAB:
F'c=3500PSI
ELEVATIONOFTOPOF
BASEMENTFLOOR:
745'
(760'-3'(BEAMHEIGHT)
-14'+2'=745')
NOTEABUTMENTOFSLAB
WITHPERIMETERWALL
PREMOLDEDFILLERANDSEALANTATEXPANSIONJOINT
JOINTWATERPROOF-SEALEDWITHBENTONITECLAY
*UNREINFORCED*CONCRETEBASEMENTSLAB,6"THICKNESS
FILL,6"DEPTH
WATERPROOFINGVAPORBARRIER
BASEMENTPERIMETERWALL
FOOTINGDRAIN(4"DIA.)
WALLFOOTING
12''
6''
14"
26"
UNREINFORCEDMUDSLABOFCONCRETE

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