HomeMy WebLinkAboutSheet 2ON
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r 4
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21' -22' 13
6' =0"
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3' 9" 5,.q4"
4 L 2 __ 4
24' -11"
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I it
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183' -94" %
12' 24'-0"
36-54"
f T I —
01'22"
O :33 /
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20' -0" / 25' -21
EDGE OF SLAB i ' 10-0"
�
/ , T -v 2' 613 � 5'-104" 5' 104" T -0n
D
Di \ \\ \ N -14" 4'13.
1 -- - --
24" SQ. CONIC. PAD W/
T.O.CONC. _ -11' -4 314" w / \ \ \ ,
O a ;6- / / \ �'�
TA )N RETAINING
L
-7'-4" ti�o� / / / - - - - - ♦ �� T.O. = 1'-6 3/4" ! 1 7A / / / ( 23
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7
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- - - - - - - - — - - - - - -I - ( - , i 1' -10" 1' -3" 13
i
— ■ ■ I b 1 I I{ 30
- -- 1111 -- -- J D1 I Q T.O.S B= 11'4314" I i i m D1
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D1 T.O.W. _ -1'-6 314" { I { I-
24' -0" 11, -0n I i
12 I 1 3' -04' I- - - -- 1111 -- 1111 1111- - - -
11' -101"
-J. - 5' -0�" 644 1f.q" \
2 4 2 4 -i 2 2 4 13' -1" 14' -1" 14' -1n 114' 11t°- \
E ,- - - - - -- --- 1111 " "" / I I I I I
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12
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STEP T.O.W. 0 \ \ 9 ?° i \ { I D330 1 D330 D330 4 1
MAINTAIN 8" M1 0 E GRAD > r - - - - - ��
D332 / \ r -'. _ -L - - - L - - - - - -J.
P / / / Rj r ( f - - - - - - - -� ■ 1 1 ■ 1 28 35
ti6 2 / / \ D473 / / / " ` \� { L J L I I
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47043' ni
/ I D L _ J 34" I 48-
D1 5
- T.O.W. ... _ -
Pi
T.O.W. _ -1` -6 314" �Nti r , ' r - - I- - - - - 1 I 31,
3.
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/ \\ F3 \ \ 2 ( I r _ , " Di I ( 214 X6'6" �� 37" `-- -- - - - - 1111,
0 1 I
L - - I T.O.W. - -1 -6 314 N
T,O.SLAB = -1' -6" \ \ \ \ \ 1. F2
16-104 �qv 1 � 64 3 n I I { { I D1 T.O.SLAB = --10" ?M �
- - - - -
\\ g \ > \ \ 7 �, 3 -- i { I `� \ \\ /f ` \ 1 I °'I 7 I i I \\ 3 / /I
10 ! \ \\ It, �` D1 \\ D� .��L•a \ �' / I 1 `•?� •� is -{ _
D1 \ \ \ �\ 5`�� \\ T.O.W. _ 4-6 314" ) { G \ 1 � { I \ \ /✓
T.O.PIER = +1'-0" � � TYK
.� _
c
\\ T.O.SLAB = -2' -0" \ i _ _ R
T.O.W. _ -1' -6 314" \ / / E 7A 11-4f t(l
\ \\ 329 / / 7
_
12 / / / / 4' -113" T 1n 4'-11 3" PER VERS
\ \\ .�ti / % \ D1 4 2 4
9 \ \ '``' ?� / / / j f f \ T.O.W. _ 4-6 314" �\ / f / d 4' 12" F 17'-0" 8'-6"
0
GV
0
iV
R
CV
T.O.W. =-2"- \ f / f D
\ \ D1 / / / / \\ \ \ T.G.W. = -i'b 3i4"� / / 7
1 9 11" T.O.SLAB -- X11'-4 3/4"
1 d D2 4
10 _ i { T.O.W. =4-2" I {
?o, D1 — — J
1111 --
ctj�. I
{ -- -- ------- - - ---I T.O.W.=- 1' -10" {
T_5n { L -
{ 1
IT10.SLA6 = 2' -0" I I L
—
7 D202
i { 6 I
PAD FOOTING SCHEDULE:
{ i I 10
{ I I I D1 {
{ {{ I I { I
r 1 25 1 1 — 1 {
I- 1111- - ---I D1 I--- - --
1 I -- 1111 —I
i
25' -52"
8' -0"
3'-6"
MARK
FOOTING
THICKNESS
REINFORCING
ALLOWABLE
F-2
SIZE
OF FOOTING
(3" CLR
LOAD, TL
F -3
(SQ.)
(IN.)
BOTTOM)
(K)
F -1
2' -0"
10
2 - #4
6.0
F-2
2'-6"
10
3 - #4
9.4
F -3
T -0"
12
346 #5
13.5
F4
31-611
12
445 #5
18.4
F-5
4' -0"
12
4 45
24.0
F-6
4'-6"
12
545 #5
30A
F-7
6 -0"
12
446 #6
37.5
F 8
5' -6"
12
646 6
45.4
F-9
6-0"
14
646
54.0
F -14
6-6"
14
746 # 6
63.4
f
MIL
3116" =1'•0"
I
7
\101�//�
b.
7
7A
T•O.PIER = +1' -0" 3' -64' 4' 114"
TYP.
T -5" 12' -0"
NC. WALL
E.W.
MATCH
'r[-i5b
O TYPICAL BASEMENT WALL
TYPICAL NOTES: FOUNDATION PLAN
NOTES ON PLAN INDICATED BY D SYMBOL
A)
FINISHED FLOOR SHALL BE A MINIMUM OF 8" ABOVE ADJACENT FINISHED GRADE.
D022)
4" CONCRETE SLAB OVER 4" GRAVEL
B)
FINISHED GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10 FOOT TO AN APPROVED
HOT.
OVER TERMITE TREATED SOIL.
THICK.
WATER DISPOSAL AREA.
D202)
"6' X 6" - #10 WIRE MESH IN SLAB.
C)
BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE 42" BELOW NATURAL GRADE
D325)
BEAM POCKET WITH 1/4" STEEL PLATE
A
OR CERTIFIED ENGINEERED COMPACTED SOIL. INTERIOR FOOTINGS SHALL BE
C
(BEAM SEAT) - ANCHOR WITH (2)112" DIAMETER
E
181 BELOW NATURAL GRADE OR CERTIFIED ENGINEERED COMPACTED SOIL OR
G
A•B.'S - (MINIMUM BEARING 4 ").
11E'
REQUIRED FOR LOCAL FROST PROTECTION.
D326)
4 X 4 WOOD POST.
D)
MINIMUM SOIL PRESSURE REQUIRED:
D327)
4 X 6 WOOD POST.
2) ALL RETAINING
1500 P.S.F. @ 18" BELOW NATURAL GRADE.
D329)
4" STANDARD STEEL PIPE COLUMN.
UQ
1200 P.S.F. @ 12" BELOW NATURAL GRADE.
D330)
31/2" STD STL PIPE COLUMN.
E)
REINFORCE ALL CONCRETE SLABS WITH 6 X 6 - #10 WIRE MESH.
D331)
TS 4"x4 "x114" TUBE COLUMN.
F)
ALL 8" WALLS AT GARAGE AND PLANTERS - #4 VERTICAL @ 48" O.C. WITH 8" X 16" FOOTING
D332)
TS 3112 "x31 /7x5116" TUBE COLUMN.
a
WITH (1) #5 CONTINUOUS.
D468)
POURED -IN -PLACE LINTEL WITH (2) #6 TOP AND BOTTOM AND #3 STIRRUPS.
#3@18°oc.@
T-w
D470)
PLANTER AREA - NO SLAB.
D473)
DRAIN IN SLAB (OR FRENCH DRAIN) - TIE TO STORM DRAINAGE.
ROUGHEN SURFACE
D475)
BRICK PAVERS.
1' 74" 6-104.
7"
WALL
FTG.
FTG.
FTG.
TOE
WALL
1) SEE FOUNDATION TYP.
NOTES FOR MIN. FTG.
QO
HOT.
DEPTH
THICK.
WIDTH
WIDTH
WIDTH
HEEL
H
I
a
A
B
C
D
E
F
G
01-V TO
11E'
B'
1'•4'
4'
8'
4"
0
2) ALL RETAINING
T.01
�co U) 0—
❑
UQ
WALLS TO BE
�z
W
2'CLR.
CENTERLINE OFWALL
2-11TO
11.61
10"
1140"
BACKFILL
a
10'
«,a
I— J N U
#3@18°oc.@
T-w
12 °MIN•
PASSIVE SOIL PRESSURE = 250 Ps#FT.
ROUGHEN SURFACE
CENTERLINE OF WALL
3' -170
1'$"
10"
74
4"
6"
k 4"
(2)#5
LU
#4 18 "O.C.a
4V
OUTLET
EARTH SIDE OF WALL
4' -PTO
11-8'
10°
3'-0°
4
8'
2' -0"
(3) #5
#b @ 16'
REINFORCINOOGS EEL
H
a
EARTH SIDE OF F WALL
6.1 -TO
1'•6"
12°
4'•0'
4`
8"
Y -0-
(4)#5
#5@9'
#6 18 °O.C.
T-w
MIN.
fm =1350 Psi
(CONT.)
O.C.
EAR
V -1' TO
1' 8'
14"
4'-6'
12"
8'
1-6'
(5)#5
0
#6 Q 18 "O.C.
EARTH SIDE OF ALL
T -w
BARS
G
O
F
E
14"
5 8°
12'
8'
3' 8'
(6)#5
E#604C12.
#6 � 1
SIDE OF WALL
O
I
EARTH
NOTE: ALL RETAINING WALLS TO BE BRACED DURING BACKFILL.
BRACING METHOD TO BE APPROVED BY ENGINEER.
#5 CONT.
44 BENTx48' DOWEL
NOTE:'
M
U
o
,
W
d'
1) SEE FOUNDATION TYP.
NOTES FOR MIN. FTG.
QO
u')�
N ••
DEPTHS ®CQLD
Lo
0o
N
Q u.
Q BARS (UERT.
BARS ()
M
Q co
{
CLIMATE LOCATIONS
(FROST LINE).
co
J J
M.
.
0
FILTER FABRIC
1....
o -3
0
2) ALL RETAINING
ENVELOPE
�co U) 0—
❑
UQ
WALLS TO BE
�z
W
2'CLR.
U) Z W
-
BRACED DURING GRAVEL
�1
�W
BACKFILL
-'
«,a
I— J N U
ACTIVE SOIL PRESSURE = 30 ps11FT.
12 °MIN•
PASSIVE SOIL PRESSURE = 250 Ps#FT.
ROUGHEN SURFACE
3" CLR.
TOE PRESSURE =1500 X 1.33 = 2000 P9
OFCONC. FTG.
b
TO STL.
I
LU
NO SURCHARGE LOADING FOR c 4 "PVCTO—
THESE WALLS
OUTLET
CONCRETE STRENGTH
O
REINFORCINOOGS EEL
H
a
18
GME 40
MASONRY
g �S
MIN.
fm =1350 Psi
(CONT.)
#5 CONT.
3' CLR.
0
BARS
G
O
F
E
TRAVERSE
O
I
TRETAINING WALL SCHEDULE
COPYRIGHTED
PLANS
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