This document contains details and diagrams of the rebar patterns and concrete elements for a building foundation and structure. It includes longitudinal and transverse sections showing the arrangement of flexural, shrinkage and shear rebars in footings, walls, slabs and beams. Dimensions and material properties are provided for elements like concrete slabs, beams, columns and footings.

1. UserscharlesedmanDesktopScreenShot2016-08-29at11.07.04PM.png
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

2. 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

3. 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)

4. 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