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SEE SCHED. FOR ' 3
<br />ANCHOR ROD SPACING
<br />NOTE:
<br />" _ _-_ 9✓ ''.;� _ �_ ND ANCHOR
<br />JR RODS S __rITARJUrDJUJT'rlDIAr1ETERTJ
<br />�.I
<br />SCALE.3/8" 1'_0" S2v5 - 5
<br />114 SPIRALS @ 3% " O.C. JR
<br />ffil SPIRALS 3Y°, FOR 1 ,-
<br />"L12"ANDR CIRCULAR TICS � _. __ if3fi0
<br />L 12"'.C, BALANCE
<br />3'-0' DIA. °
<br />CAISSON
<br />3ECTION
<br />_ ... ...... �-A
<br />,SCAL..ir 318" = 1'-0" S2(�5 265
<br />s
<br />FOR COLUMN &
<br />F BASE Pt. SEE PLAN
<br />a.
<br />ter,
<br />T
<br />T
<br />0
<br />Fr, r.,
<br />�J r7
<br />w 0
<br />FIN A R.
<br />Lu '4T
<br />_
<br />EL,
<br />.�_a_..
<br />{s
<br />TICAP
<br />_. ' ...-.,,..._._,_.
<br />---
<br />..... �.....____-_
<br />(J
<br />E4
<br />L.37
<br />,`
<br />(U.J.N.)
<br />D
<br />M
<br />SEE SCHED
<br />I.s
<br />Lam,
<br />t
<br />LL!
<br />A
<br />LU
<br />u
<br />Ur�
<br />21
<br />IJ;
<br />C�
<br />r
<br />CAP
<br />i
<br />SEE
<br />S
<br />LR
<br />l 6
<br />... .. � � _CAP 1 ;r)
<br />r
<br />C7
<br />ir4 TIES i�- 12 O, C.Lu
<br />ul
<br />(_.)h r ,iRGJ_AR 1 i_ v ARJJi',.1
<br />(
<br />TE0jIT IN )'ALCHJ BOLTS (LOCA
<br />�
<br />OF TOP OF CONCRETE)
<br />-s�anvr CIRCULAR TIES @ 12°' ob
<br />.< f (.e... AROUND A CHJR r3OLTS
<br />i 4' C LR.
<br />TO SPIRAL/TIE
<br />NOTE:
<br />SEE AJS2 5FOR
<br />CIRCULAR Tic DETAIL
<br />FIN. FLR.
<br />EL. 97'-0"
<br />- PROVIDE 1f E`(TR.tA
<br />TURNS EACH END
<br />NOTE:
<br />CAISSONS ARE REQUIRED TO BE EMBEDDED A
<br />MINliNii- M OF 2X DIANIFTER INTO GLACIAL TILT_.
<br />ACTUAL EMBEDMENT TO BE VERIFIED BY THE
<br />GEOTECHNICAL ENGINEER
<br />3'-0" DIA.
<br />CAISSON
<br />a
<br />AND "l
<br />DETAIL
<br />SCAL E:31S" - V_C"
<br />OS10
<br />S284
<br />S265
<br /><.
<br />FYI v9
<br />s
<br />- SI
<br />F
<br />�_Jl,al�)�y
<br />C. , a',- s i; 8
<br />3Y APF��, 1- DATE .
<br />F'71_D iJ � t ,FYI.
<br />c.
<br />,�
<br />�X
<br />��a
<br />f �i `` r
<br />t` 1
<br />� '°'1 i
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<br />_ �, NE=. � �I .DII,C� RL�cOR
<br />� : � 7
<br />I<I,W
<br />� DPI3
<br />1{ r
<br />Ij
<br />LU
<br />m
<br />ull
<br />�y_)o��1�ak✓i�; i"?0{.s r'M8l.af_rMN
<br />CH_
<br />i {�...tat,>{LE
<br />9
<br />Lei ME FE .
<br />:A
<br />I
<br />`0
<br />i
<br />E
<br />2°'
<br />5
<br />2 "112"
<br />r> SPIRALS , 3 "QJ C. OR
<br />r 4 SPIRALS C°1' 3" FOR TOP
<br />" 12 AND r#, CIRCULAR TIES
<br />@b 1 i J.C. BALANCE
<br />s1 ' CLIR.
<br />4 TIES @ 12" u
<br />SEE SCHED. —
<br />RPOSION
<br />v' 0'' DIA,
<br />CAISSON
<br />CAISSON CAP
<br />SCHEDULE
<br />D': LE
<br />REINFORCEMENT
<br />MARK
<br />a p i
<br />TC.� i A a
<br />S 3_ C
<br />s �i9..71 £ i , i ,91i�w..v..7zi
<br />r 4 A t
<br />Y z. f
<br />� i�� 3: �C�1(�9
<br />!" Y
<br />l "t...+8' t`Sl...,t�$f�.
<br />I
<br />CAP-1�
<br />�`�"s"
<br />5''3"
<br />,� 4
<br />E.W.
<br />(d)rn tl
<br />{�)"rt .� E.
<br />i
<br />3
<br />L.
<br />S_D_TAI+n.
<br />CAI' iA
<br />7 �"
<br />f° ,
<br />1°
<br />' u"
<br />(i0)M) E,},Al.
<br />r- 1
<br />(10)rw r �11.
<br />Ifp
<br />n"- r'
<br />SEE DETAIL
<br />T
<br />CAP-2
<br />7 417`
<br />4„
<br />(10)m E.'1xl.
<br />(14)PA) E.W.
<br />SEE DETAIL
<br />j
<br />-6
<br />CAP-2A
<br />11-0"
<br />T 4"
<br />4'-61,
<br />(12)0 EYY'
<br />(12),1,4 E.LN.
<br />SEE DETAIL
<br />a
<br />S'-1
<br />(1i)sr0 E1+J
<br />'10 E.W.CAP
<br />SEE DETAIL
<br />t;AP ?
<br />?
<br />-4"
<br />i3-4'"
<br />SEE DETAIL 4/8265
<br />SEE DcrA3L �1152135
<br />;;r=E DEi'AIL
<br />d. C?SJ
<br />r� t
<br />i
<br />rr.i ,J7 !f`.A L..? )� 5 J �. OR/C l
<br />t 1
<br />rr�SPIRALS [J i (. FOR
<br />FO
<br />2`l 11
<br />C �
<br />TOP "LJ2" AND ffil, CIRCULAR
<br />TIES AT 12" J.C. BALANCE _
<br />ECCTIOrB.
<br />_,CA`E:3/8a 1'_0
<br />L
<br />p FOR COLUMN &
<br />`
<br />._.... A �.�.��.....,�.v._ BASE PL SEE PLAN
<br />N
<br />7'-0(" CAP
<br />SEE SCHED.
<br />LAP 2`
<br />4" CLIR.
<br />TO SPIRAL/TIE
<br />PROVID` i 7 EXTRA
<br />'TURNS EACH END
<br />CAISSON s!
<br />x�
<br />d
<br />x.
<br />GAlwE:318" = 1' D°' 0310
<br />13Y 0 APPROVED i DATE
<br />NJir
<br />VS266 FOR
<br />C!RCULAd IE DETAIL
<br />NOTE_:
<br />AT COLUMN LOCATIONS, 1TH SHEAR
<br />LUG3. LOWER "TOP REINFORCEMENT
<br />ORCEMEi �9T
<br />T J ALLu73 FOR SHEAR LUG DEPTH
<br />47#11
<br />a
<br />i
<br />',� �<
<br />1_7
<br />S'4 DIA,
<br />CAISSON
<br />SECTION
<br />SCALE.3l3' - 1 -(3° 'S265�S2C5
<br />8 4' D i.A.
<br />C,'AISSON AND CAP-3 DETAIL
<br />ACCEPTABILITY ENI
<br />THIS DESIGN AND/OR r,H (
<br />SPL{1IFIGt1TI0N IS APPROVED AHM
<br />Ar rTRG\/�D FsY Ci-_.i r. r^;T' Tj' 3
<br />'A
<br />I
<br />REINFORC'EMEN-11- LENGTH
<br />rs.",t E D U L E
<br />MLARK
<br />C3
<br />530„
<br />I
<br />3�
<br />I C31A
<br />i
<br />73'-0"
<br />C8
<br />i
<br />C8A
<br />100'-0°'
<br />WHERE CAISSON LENGTH IS LESS THAN RriNFORCEMEN T
<br />l..EFlt3TFi PROVIDE FULL
<br />L ENGTp i R'EiNrJR=J',nMENT.
<br />FIN. FT_R.
<br />12" J.C.
<br />S2CC
<br />CAP /4
<br />1 0"
<br />W5 3 T9 RRTJPS=8 VERT. LE((
<br />5000 PSI CONIC.
<br />A T CAP 4
<br />ANCHOR
<br />ROD SPACING SCIHEDULE
<br />DIMENSION
<br />BASEPLATETYPE
<br />I
<br />!
<br />2A
<br />I
<br />i
<br />21
<br />2 ]
<br />3
<br />45'
<br />2181,
<br />n r
<br />e r,
<br />a�..fAwA1J
<br />,
<br />21/ :1
<br />1 „
<br />11"�
<br />FOR COLUMN
<br />BASE PL SEE FLAN
<br />SJ
<br />O.C. IJI 1 IN Iff1
<br />d.' 1 C 'JtI ! NIIa 12u
<br />P /
<br />SST• TOP OF CAP
<br />(8)#11 TOP
<br />(HOOK ENDS
<br />45 STIRRUPS
<br />f (8 VER r. LEG) ((71 3" O.C.
<br />g
<br />1
<br />AR SIDE YVI T
<br />HOOKS EACH END
<br />Y �gggg
<br />pj 2Y" CLR.
<br />(Ft_If_s
<br />J.C;_
<br />I
<br />�i �' L-' I i✓ j-- �,._. �_.,-Ir i- i-_ � ANCHOR ROD
<br />��._(
<br />f U`CLR r.. SS � * I i �� I T �� >✓ � 1 ' � -r f 1 t• -
<br />-r t p p d t {
<br />1 Imo—+ III.
<br />T
<br />f
<br />- _ REFER TO 213265
<br />FOR REIINF. �a
<br />1
<br />_I
<br />—
<br />I-
<br />IF
<br />° 4°' DIA. 0' DIA.
<br />, � I
<br />CA],'43SON AND GAP-4 DETAIL
<br />;CAI E:31TS" _ 1' GA,
<br />'dt af3
<br />9 i'Iff
<br />r;
<br />E'
<br />FA
<br />` - !ram _ _.__
<br />__ 11,24120
<br />m.
<br />A
<br />Su�Tre {_i=
<br />si
<br />9/1 TTrLe� TBOEI G 777X CSC BOILDING
<br />10/0
<br />F�e
<br />STRUCTURAL MAS f EI�
<br />In
<br />t13)Oi 1 CSARS =a71
<br />HCt�r{ED 1=.NDS
<br />4 f�I�R.
<br />TO SPIRAL
<br />B
<br />5265
<br />2' n'
<br />318 - .{'-01,
<br />fv'���1. DATE
<br />t
<br />17
<br />1 nth r
<br />1 "�,.<
<br />
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