11-1026-008COLUMN SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
VERT. OR BASE PLATE
TIES OR CAP PLATE
A
16 "X16"
6 #6
#3 @ 8"
--
OTC-
8 "X12"
4 #5
#3 ® 8"
12"
TC -2
8 "X20"
6 #5
#3 @ 8"
TC -3
8 "X20"X20"
6 #6
#3 @ 8"
F3.0
OTC-4
8 "X28"
6 #6
#3 @ 8"
FC 1 #6 IN GROUT FILLED CELLS @ 40" O.C.(U.O.N) (SEE PLAN)
9 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
SOIL FOUND TO BE ROCK & 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
F3.0
3' -0" X 3' -0"
12"
5 #4
5 #4
F4.5
4` -6" X 4' -6"
24"
8 #4
8 #4
TOP & BOTTOM
,a-
I
1
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.
7' -4" 1 11' -4"
STRUCTURAL NOTES:
7' -5"
co
Ll 10' -7"
F 3.0 • FC -1
• I FC -1
II
9 GA. LADDER TYPE HOR.
JOINT REINF. EVERY SECOND
COURSE (16" O.C.) EXTEND
4" INTO TIE COLUMNS
8" CONC. BLOCK WALL. FOR REINFORCED CELLS
LOCATION SEE PLAN.(TYP)
1 # 5 CONT. - - -
W.W.F.
WF -16
FM (p��
I.F. F3.0 F3.0
1/2" EXP. JOINT 6 -
TOP OF FIN. FLOOR. i,
4" CONC. SLAB N WELL COMPACTED FILL I
W/ 6 x 6 - W .4 x W1.4 W.W.F. (TYP. U. 0. N.) I45
EL SEE PLAN ~ 8" VAPOR BARRIER N TE 4" THICK CONCRETE SLAB -ON- GROUND TE
1 6 X 6- W1.4 x W1.4 W.W.F. AT MID -DEPTH ON I
-x x- x- x -x -x- POLYETHYLENE SHEET OVER COMPACTED SOIL.
GRADE co 11 T Y P. D R 0 P S� A B I (TYP.)
' - I I ' VAPOR BARRIER
COMPACTED FILL
" 9 GA LADDER TYPE JOINT REINF. 0 EVERY F3.0 F3.0
- JOINT BELOW GRADE. FILL ALL CELLS SOLID W / 4 CONC
GROUT BELOW GRADE (TYP). EXTEND JOINT SLAB 2' -6" AA
REINF. 4" INTO CONC. COLUMNS (TYP) TE � - - - - �
a
44 .' FOOTING (SEE FND. PLAN)
4!
3" CL .• cli
:•, a.. a:
Lf
12' -4"
3" CL e� I DBL. wwF FOUNDATION PLAN GAZE O
4 e_
�I �_I I UNDISTURBED NATURAL SOIL 1 #5 8"
OR COMPACTED FILL 10'_4" 6` -2" 6' -9"
TYPICAL WALL FOOTING DETAIL TYPICAL THICKENED
N. T. S. EDGE DETAIL (TE)- - .- : - -• -- -
SCALE: 3/4 " =1' =0" - - -- wF- 16 -- - - - - --
co
:a. f
9' -2" 9' -2" 9' -2" 9' -2" 10' -7" I I ( •
3.0 F3.0 F3.0 IT 3.0 F3.0 FC -1
F� F 7 F F -a- FC1 •
® F 3.0
L
co
4 8" PT DECOR. WOOD COLUM " FC -1 I • I I
X8 PT DECOR. WOOD COLUM
CONNECTOR BETWEEN COLUMN & FTG i I •
PAU44 BY "USP" W/(12) 16d TO COLUMN WF -161
& (1) 5/8 ANCHOR BOLT TO FTG WF -16
WF -16 " NOA 07- 0306.06 4" THICK CONCRETE SLAB -ON- GROUND I
®_ 1 6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH ON
II
J dra 15- 20
FC -1
FC FC -1
F 4.5 L TC -2
II
II
I
II
II
II
I I EXSITING FTG
II
II
II
II
2S 2S 2$
1S 1S 1S
9' -2" 9' -2" 9' -2"
eE) FC -1 e-
1 FC -1 FC -1
EXISTING 4" CONCRETE SLAB
L - -- -- EXSTTINGFIG -
I _ •_
F 45
( - - TC -1 "' C -1
a a
WF -16 WF -16 I I
• F 3 0 F 3.0 • 4" THICK CONCRETE SLAB -ON- GROUND
N 6 X 6 - W1.4 x W1.4 W.W.F. AT MID -DEPTH ON
• POLYETHYLENE SHEET OVER COMPACTED SOIL --`
WF -16 WF - 16 (TYP.)
7' -4"
1S WHERE CONC. FOOTING BEGINS FROM EXIST. CONSTRUCTION, DRILL 6" INTO SIDE OF EXIST. FOOTING & 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
POLYETHYLENE SHEET OVER COMPACTED SOIL.
I I (TYP.) I . I
15-2" I I I I
Ll
� FC -1 •
II
FC -1 •
F 4.5 2S 1
- - - -1
is Qo
"'
cTc- i
EXSfTINGFTG -- - -- --- - - - - --
I
1•I
II
II
II
SAW CUT SLAB I • I
F 4.5
1S
- - - is
F TC -1 lo F lo
M rry
WF -16 I I L
FG -1 F_' '__P -1 ( _
•
F3.0 F3.0 N L - •
• I
WF -16
• -• - � LG TG -1 TC -1 • - • •
Ia 1
WF161
3' -4" 3' -4" 5 -2" 4' -10" I 4' -10"
Lo I i