10-344-009SOIL STATEM EN I
SOIL FOUND TO BE ROCK k SAND W/
A MAXIMUN PRESUMTIVE CAPACITY OF
2000 PSF. AFTER GROUND BREAKING
THE ARCHITECT SHALL BE NOTIFIED
FOR INSPECTION OF SITE AND FOUNDATION.
A LETTER SHALL BE PROVIDED, ATTESTING
THAT THE SITE HAS BEEN OBSERVED AND
THE FOUNDATION CONDITIONS ARE SIMILAR
TO THOSE UPON WHICH THE DESIGNED IS
BASE.
FOOTING SCHEDULE
MARK
SIZE
DEPTH
BOTT. REINFORCEMENT
REMARKS
SHORT WAY
LONG WAY
TE
8" x CONT.
--
1 #5
THICKENED EDGE
WF-16
CONT. 16"X12"
12"
--
2#5
WF-36
CONT.36"X12"
12"
--
4J5
F3.0
3'-0" X S-0"
12"
5#4
5#4
F3.5
3'-6" X 3'-6"
12"
5#4
5#4
TOP AND BOTTOM
FOOTING NOTES:
1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2#5 L—SHAPED CORNER BARS
WITH 30—INCH LONG LEGS.
2. LAP SPLICE BARS MINIMUM 36—INCHES.
1S WHERE CONC. FOOTING BEGINS FROM EXIST. CONSTRUCTION, DRILL 6" INTO SIDE OF EXIST. FOOTING k SET
2#7 x 3'-0" DOWELS IN EPDXY ADHESIVE.
2S OPEN END SHELL OF EXIST. C.M.U. AND FILL MONOLITHIC WITH SC OR CONCRETE COL.
2'-6„
DBL. WWF
1 #5
YP I CAL THICKENED
SCALE: 3/4"=l'=0
t
.ArNRILR
COLUMN
SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
VERT. OR BASE PLATE
TIES OR CAP PLATE
TC-1
1"X12"
4#5
#3 0 8"
TC-2
i"X16"
4#6
#3 0 1"
9
SEE DETAIL
5#5
#3 0 8"
FC
1 #6 IN GROUT FILLED CELLS O 40" O.C.(U.O.N)
(SEE PLAN)
Re-
2#6 IN GROUT FILLED CELLS
COLUMN NOTES:
1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT,
SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP
MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS.
2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP.
3. WHERE NEW COLUMNS BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO
EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #6 x 4'-0" DOWELS
FOR TC's AND 1 #5 FOR FC's AND SC's. IN EPDXY ADHESIVE
9 GA. LADDER TYPE HOR.
JOINT REINF. EVERY SECOND
COURSE (16" O.C.) EXTEND
4" INTO TIE COLUMNS
EL. SEE PLAN
19-11
GRADE
8" CONC. BLOCK WALL. FOR REINFORCED CELLS
LOCATION SEE PLAN.(TYP)
1/2" EXP. JOINT
/ — TOP OF FIN. FLOOR.
9N WELL COMPACTED FILL
.4 x W1.4 W.W.F. (TYP. U. 0. N.)
VAPOR BARRIER
COMPACTED FILL
9 GA LADDER TYPE JOINT REINF. 0 EVERY
JOINT BELOW GRADE. FILL ALL CELLS SOLID W/
GROUT BELOW GRADE (TYP). EXTEND JOINT
REINF. 4" INTO CONC. COLUMNS (TYP)
FOOTING (SEE FND. PUN)
UNDISTURBED NATURAL SOIL
OR COMPACTED FILL
TYPIPAI WAI I F-nnTINIr- nFTAll
CITY OF SOUTH M1AMI
BUILDING DEPT.
F,'n .)CT1..1RAL SECTION
Cnl INIFI A TI0KI
1/-r -i -v