HomeMy WebLinkAboutS310 - TYPICAL FOUNDATION DETAILSWIDTH
WIDTH
EDGE OF CONCRETE
SLAB (TYP.)
LOCATE JOINT
AT 1/3 POINTS
OF SPAN
2-44 BARS 3'-0"
CORNER BARS SAME SIZE, AND
LONG, 2" FROM
LOCATION AS LARGEST TOP BARS,
TOP OF CONCRETE
BOTTOM BARS, AND INTERMEDIATE
�.]
@ RE-ENTRANT
BARS FROM DISCONTINUOUS BEAM.(TYP.)(#6
MAX. BAR SIZE)
ra
zoaaD/3xW2KEYCENTERED
Y-A�
ON
CONCRETE BEAM
2'-0"2'-0'
GRADE BEAM
11/2" REINF. CONTINUOUS
KEY THRU CONSTRUCTION
JOINT
CORNER BARS AT BEAMS / WALLS / FOOTINGS
BEAM CONSTRUCTION JOINT
RE-ENTRANT CORNER REINFORCING
ATYPICAL
DETAIL
ATYPICAL
SECTION
ATYPICAL DETAIL
l 3/4" = 1'-0"
STL. COL
REF.PLAN
1 1/2" NON
SHRINK GROUT
15# BUILDING
PAPERISOLATION
JOINT, TYP. �
�a
U�
EQUAL EQUAL
REF. FOOTING SCHED.
NOTE:
PROVIDE 2" MIN. CLR. FROM
SLAB TO EDGE OF BASE PL.
TYPICAL INTERIOR FOOTING
ATYPICAL SECTION
\ U War = 1'-0"
REF. 5/S3.
ANCHOR BOLT
REF.BASE
PLATE SCHED.
BASE PLATE
REF. SCHED.
— SLAB, REF. PLAN
FTG. REINF.
PER SCHED.
DO NOT EXTEND
ISOLATION JOINT
EDGE OF BEYOND GRADE
PILASTER _ _ _ _ _ BEAM
r , STL. COLUMN
REF. PLAN
EDGE OF
GRADE BEAM O ISOLATION JOINT
J L------1
L 2'. 0" 2'. 0"
TYPICAL BLOCKOUT DETAIL
8 3/4"=V-0"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cal
DATE: 10/14/19
V-6"
1'-6"
STL. COL.
(U.N.O.)
(U.N.O.)
REF. PLAN
1 1/2" NON
SHRINK GROUT
5
5310
BASE PLATE 8
BOLTS
REF. SCHED.
REF. SC
15#BUILDING
PAPER ISOI-Al lot
I
JOINT. TYP.
I
� SLAB, REF. PLAN
O
ANCHOR BOLT
U
REINF. REF.
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Om
a
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RER PLAN
m
(3)#7 DOWELS EA.
FACE w/ STD. AISC
HOOK
EQUAL EQUAL
PER FOOTING SCHED.
NOTE:
PROVIDE 2" MIN. CLR. FROM
SLAB TO EDGE OF BASE PL.
INTERIOR FOOTING DETAIL e- FRAME
TYPICAL SECTION
3/4" = 1'-0"
RADIUS
#3 @ 24" O.C.
#4 CONT
DRILL & EPDXY 3" a
INTO SLAB
PERIMETER TYPICAL CURB REINF. 31
/FTG. EL. =
REF. PLAN
6-#5 CLOSED TIE
ANCHOR BOLT
REINF. EA. WAY
ANCHOR BOLT
REF.BASE
PLATE SCHED.
to
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JOINT IS PRESENT) - M 2
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CONTINUOUS TOOL & SEAL 3/4" SMOOTH DOWEL
x2'-0" @ 18" O.C. L° o� CONTROL JOINT O m
SLAB REINF. JOINT GREASE & WRAP ONE 00
REF. PLAN END (TYP,)
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REF. PLAN a �O,:q..:e....f r
CONSTRUCTION JOINT
ATYPICAL SECTION
Y 3/4" = 1'-0"
a
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a
rc
SCHED. WIDTH
EQ. I EQ.
(5) #3 TIES
@ 5"O.C.
Joe
i
GRADE BEAM
REINF CONT.
THRU PILASTER
A
TYPICAL DETAIL
3/4" = 1'-0'
(6)45L1
(PLACE IN TOP LAYER
(6) #6 n
(PLACE ON INSIDE BOTT. LAYER)
DETAIL
6B 31 ATYPICAL PILASTER DETAILS
3 4" 1' 0"
SLAB REINF. z ^
REPPLAN #4 CONT. @EDGE ¢Q
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V REF. PLAN
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w
TYPICAL SECTION
3/4" = V-0"
REF. PLAN REF. PLAN
A
B
PILASTER (TYP. U.N.O.)
ISOLATION JOINT
- REF. A FOR
REINF
5
a
W
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GRADE BEAM
REINF CONT.
THRU PILASTER
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Project Number:
3018068
Date:
09106-19
Sheet Title and
S310
TYPICAL FOUNDATION
DETAILS