10-792-010CONCRETE REQUIREMENTS;
To
U0
WORK SHALL BE IN ACCORDANCE WITH ACI 318 -02, CRSI "MANUAL
OF STANDARD PRACTICE"
BARS SHALL CONFORM TO ASTM SPECIFICATIONS AG
15(51),
GEADE 60, WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A185.
CONCRETE COOKER REQUIRED AS FOLLOW:
• CAST AGAINST AND EXPOSED TO EARTH
3"
• FORMED, EXPOSED TO EARTH OR WEATHER
�0
AND LARGER
2„
• r*�t
# 5 AND SMALLER
1 -1/2"
• SLABS AND WALLS, NO WEATHER EXPOSURE
2 HOUR FIRE RATING &
LESS
3/4"
3 HOUR FIRE RATING &
MORE
m
ALL NEW MASONRY CONSTRUCTION :.. ii.. ACCORDANCE "SPECIFICATION BUILDING CONCRETE
# i ~ ACI Y # ALL i s i i Y i s PROVISIONS.
9 GA HORIZ. TRUSS TYPE REINF. @ 16" C.C.. EXTEND 4" INTO CONC POURS.
USE TYPE "M" OR "S" MORTAR FOR BEARING WALL JOINTS. (USE TYPE "H" WHEN BELOW GRADE).
STRUCTURAL DESIGN CRITERIA
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007
AND OTHER REFERENCED CODES AND SPECIFICATIONS SHALL BE THE LATEST EDITION
AT TIME OF PERMIT.
4 #5 TOP AND BOTTOM CONTINUOUS
#4 CAD 24" C.C. T &B TRANSFER
co
a
1
km «�►.
WHERE SHOWN
#5 IN FILLED CELL. 1" HOOK EACH END
-7rt" `#'.e
. .
w
=OHM; lug
DOWEL AND EPDXY NEW FTG STEEL 4" INTO EXISTING FOOTING
16 "x20" concrete feting, 2 #5 continuous
5--3� b
i
LD —TYP)
HAI
T.
ION
T-
To
U0
Ca
I
4
QUj
�0
O
• r*�t
F
c
N
W
g�
W
g� y
1 °O
r
C10X15.3 CHANNEL
(3/4" HKB, 6" EMBEDMENT)0 36 "C.C. INTO CONC
BEAM .
8"x`12" CONCRETE • #
#5 IN FILLED CELL. 1" HOOK EACH END
30" MIN SPLICE.
• •. DEEP CONCRETE FOOTING.
EACH WAY TOP AND BOTTOM
,aft low&
�;UALE 112
i
DATE:
OCT i*
31 JAN 11