HomeMy WebLinkAboutS310-TYPICAL-FOUNDATION-DETAILS-Rev.0CORNER BARS SAME SIZE, AND —
LOCATION AS LARGEST TOP BARS,
BOTTOM BARS, AND INTERMEDIATE
BARS FROM DISCONTINUOUS BEAM.
(TYP.)(#8 MAX. BAR SIZE)
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CORNER BARS AT BEAMS / WALLS / FOOTINGS
TYPICAL DETAIL
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EXTEND BARS AT LEAST A
CLASS B SPLICE BEYOND
THE JOINT
CONCRETE
BEAM CONSTRUCTION JOINT
EDGE OF CONCRETE
SLAB (TYR)
2-#4 BARS T-0"
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ATYPICAL SECTION )TYPICAL DETAIL ()TYPICAL SECTION
L 3/4"= 1' 0" J 3/4" = V-0" "i 3/4" - 1'-0"
r-0 1.-0^
STL. COL. (U.N.O.) (U. N.O.)
REF. PLAN ANCHOR BOLT
1 1/2" NON REF. BASE
STL. COL. SHRINK GROUT
5 PLATE SCHED.
REF. PLAN ANCHOR BOLT 0 BASE PLATE
1 1/2" NON REF. BASE REF. SCHED.
SHRINK GROUT S30 PLATE SCHED, 15#BUILDING
BASPLATE PAPER 154 BUILDING REFESCHED. JOINT, TYP.
SLAB, REF. PLAN
PAPER ISOLATION SLAB, REF. PLAN
JOINT, TYP. � _
ANCHOR BOLT
REINF. REF. BASE
PLATE SCHED. —
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REF. FOOTING SCHED.
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ANCHOR BOLT
REINF. EA. WAY
ANCHOR BOLT
REF.BASE
PLATE SCHED.
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NOTE:
PROVIDE 2" MIN. CLR. FROM
SLAB TO EDGE OF BASE PL.
•T•
TYPICAL INTERIOR FOOTING A DETAIL
TYPICAL SECTION 3/4"-,'-D
3/4" = 1'-0"
REF. 5/S3.
DO NOT EXTEND
ISOLATION JOINT
EDGE OF BEYOND GRADE
PILASTER BEAM
r , STL. COLUMN
REF.PLAN
EDGE OF
GRADE BEAM 0 0 ISOLATION JOINT
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REELEASED'FORCONSTRUCTION KOUT DETAIL @PERIMETER
Subject to compliance with all regulations
of State and Local Codes
City of Camel /�
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DATE: 06/07/19
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NOTE:
PROVIDE 2"
MIN. CLR. FROM
SLAB TO EDGE OF BASE PL.
TYPICAL INTERIOR FOOTING
SECTION
,)TYPICAL
3/4" = 1'-O"
FOOTING SCHEDULE
FOOTING
MARK
SIZE BxWxT
BOTT. REINF.
(EA. WAY, U.N.O.)
TOP REINF.
(EA. WAY, U.N.O.)
COMMENTS
F4
4'-0"x4'-0"x1'4"
645
-
1,2
F5
5'-0"x5'-0"x1'-6"
745
745
1,2
F6A
6'-0"x6'-0"x1'4"
845
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FIBB
6'-0"x6'-0"x1'-6"
845
845
1
F7
T-ONT-0"x V-6"
945
845
1
F8
8'-0"x8'-0"x1'-6"
1145
1145
1
FOOTING SCHEDULE NOTES:
1. PROVIDE CONFINEMENT REINFORCING PER 6A/S310 AT ALL COLUMN
LOCATIONS WITH SCHEDULED ANCHOR BOLTS.
2. PROVIDE STD. ACI HOOKS @ EA. END.
SCHEDULE
12" = 1'-0"
1'-6"1 1'-6"
GRADEBEAM
REINF CONT.
THRU PILASTER
A
PROVIDE (4)-#5
VERT.@ CORNERS
OF PILASTER
(4)-#5 LLJI @ 4" O.C.
(PLACE IN TOP LAYER
L (4) #5 U
(PLACE ON INSIDE BOTT. LAYER)
TYPICAL PILASTER DETAILS
3/4" = 1'-O"
91. 1�lIIF9
#3 @ 24" O.C.
#4 CONT
DRILL & EPDXY 3"
INTO SLAB
TYPICAL CURB REINF.
3/4" = 1'-O"
TYPICAL DETAIL
3/4" = V-0
REF. PLAN V.F
(U.N.O.)
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B
PILASTER (TYP. U.N.O.)
SLAB REINF.
REF. PLAN -
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RED
ISOLATION JOINT
REF. A FOR
REINF
GRADE BEAM
REINF CONT.
THRU PILASTER
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Sheet Title and Number.
HART GAUGLER + ASSOCIATES
12WN c eieI, Sui�i<oo
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S310
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TYPICAL FOUNDATION
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e. 218232
DETAILS