13-1329R-02200
LO
89-4- 31-0-
INDICATES BATTERED PILE
A4 0. 2*-2- 20-2- 2*-0' 1
2#-
6 TO 1(VERT. TO HORIZ.)
LATERAL CAPACITY =22 KIPS 3#-0.
12'-0' 3' -0" il 11 2#-0*
VERTICAL CAPACITY =133 KIPS 5 #7 BOTT. V.1T!'I 130-
#7 0 9"o.c. EX BOTT. &
HO K BOTH �Nl)
0
INDICATES TENSION PILE #9 0 12"o.c. EX TOP WITH 0
M -7 180* HOOK BOTH ENDS C14
it )r 71
0 V ' -1 , - I I."f D=30 W/ fc= 4000 PSI
c
c'j
C14 L— — —
r I . K\- 7 �_' �01
CIS
-It
'co
CNI
PILE CAP (1 PC) (1
C14 —on
10 19 T&B E.W. WITH 180' SCALE: 1/4
HOOK BOTH ENDS
f\ >
c 3' -0"
N I i ° ° _ 7 ;j_-J--D= 50" W/ fc= 4000 PSI
7-
>
5 #7 TOP & BOTT. WITH 180
Q0
HOOK BOTH ENDS
04 PILE CAP (5PCS) (14 TENSION} 0
ir i i
SCALE: 1/4"=1'-O" D=30" W/ fc= 4000 PSI
U A
0-0 PILE CAP (1 PCS) (14 TENSION�
SCALE: 1/4"=l'-O"
2*-0 3#-Om S-0. 2'-0"
C14 A,
8 #8 BOTT. WITH 180'
0'
ZNOOK'BOTH ENDS 7
D= 37" W/ fc= 4000 PSI r
2#-0'
D=`136"�W rc= 4000 PSIA2*-O" 3-Ow
t _1 OF! - - i I
�n", %At I e-- Anf%rlk met
COLUMN / SHEARWALL
REINF.
Uj ,ALL AMUUNU 1,L)LUNINZ, ANU YVALLZI UNLT #V tsu 1 1.
r D = �',5
V� 0 W/
c) i
WITH 180*
4000 PSI
> I I rc
C-4 HOOK BOTH
BOTH ENDS-ALL BARS
4
ENDS .9 #s WITH "BOTT.
w
A4 10 A9 BOTT. WITH 180' /_111 % i 1 1 __�\
HOOK BOTH ENDS
CLR. I I
- - - - - - - -- - - - I
- H_ 0
I I
r- +h r +h
PILE CAP (38PC (14 TENSION�
'k3:
SCALE: 1/4"=1'-O"
N
"0 AUGERCAST PILE - — — — — — — — — — -
14 rc =� '61500"PS�& __V14_--'10__#6'�BOT1% WITH
18C
HOOK"BOTH ENDS
P-PILE CAP SECTION AT HYDROSTATIC SLAB PILE CAP (6PC)( 1 D ,'60~� °W/ fc= 4000 PSI
" t.
SCALE : 3/8"= l'-O" SCALE: 1/4i -0
(8) 14-0 CO
TENSION PILES
co
-C-4
1 #9 FULL DEPTH
,4"0 AUGERCAST PILA
c = 6500 PSI
#3 TIES 0 12- O.C.
6 #8 (2/3 DEPTH)
</ r t TYPICAL PILE REINF. DETAIL
N.T.S.
SW-3 BEYOND
(SEE PLAN)
SEE PLAN
111111"Fel M-1w
SCALE: 1/4"=l'-O"
L 4 x 4 x 3/8 CONT. 0 DOOR
w� 3/4-0 ANCHOR BOLTS 0
2 0"O.C.
2 1/2!*
2#-0' 2'-2- 20-2- 2' -0"
t
I tMIM41
FREDERIC CARRIE
P.E. FLORA
ID
0 ':
REG. #60791
PERMIT SE T
11/20/13
I I t
ARCHITECTURE &
INTERIOR DESIGN, INC.
ft"aW I ARaqmcnjw- IMBa0IRIXWN
745 odenta avenue, suite 1121
altamonte springs, fl 32701
phone: 407.830.1400
fax: 407.830.4143
AA0002731
www.forumarchitecture.com
@ Alt
A .
a am
South Miami, FL
1012513
4
Seven Stoy RevWw
Coordination
1
L
06118f14
16
Shdffal Re-en gi I nqvin_
07131114
17
Tom Foundation Rev.
08/2Q114
18
-Crane
Piligg Conflid
11121114
19
Fndn Omm From DeWateft Issues
;I EDITED BY: yp
PROJECT NO. 11-2795
S3.22