13-1329R-006- a
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24' -5"
2' -0" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" .2' -11" 2' -11" 2' -0„
�aY - INDICATES BATTERED PILE Z�
6 TO 1(VERT. TO HORIZ.) 7' -0"
LATERAL CAPACITY =22 KIPS
VERTICAL CAPACITY =133 KIPS 2' -0" 3' -0" 2' -0" -,f-'-#9 @ 12 "o.c. E.W. BOTT. &
INDICATES TENSION PILE #7 ® 12 "o.c E.W. TOP WITH <
�ay - -i- - - - - 180' HOOK BOTH ENDS
O 1 I
N
-D= 37" W/ fc= 4000^ PSI I 1
' N
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#9 ® 12 "o.c. E.W. BOTT. & '. T
#7 ® 12 "o. c. E.W. TOP WITH `, N I f I
180' HOOK BOTH ENDS - I - - , - - } - --
4
PILE CAP (24PC) (14 TENSION) 'N N �t I
— —
SCALE: 1/4"=l' 0"
_
24' -5" I 'I
2• -0" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -0" A N I I A
�-- D= / c= 0
_ -
" f' 4 00 PSI,
1 I N I 1
I
N
N I I l
—
ao N D= 37" W/
T -- 4 T - i �— f'c=
4000 PSI 1' -p"
in
N I I
PILE CAP (14PC) (14 TENSION)
SCALE 1/4"=l'-O"
N
#9 0 12 "0. c. E. W '
BOTT. & #7 ® - INDICATES BATTERED PILE 6 TO 1(VERT. TO HORIZ.)
12 "o.c. E.W. TOP LATERAL CAPACITY =22 KIPS
N L - J WITH 180' HOOK VERTICAL CAPACITY =133 KIPS
- -- - -- - -- - -- - -- - -- - -- - BOTH ENDS ;f
PILE CAP (30PC) (14 TENSION) f -_.'._ COLUMN / SHEARWALL
SCALE: 1 /4 " =1, -0" REINF.
1800 ACI HOOK -
2' -0" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 2' -11" 11" BOTH ENDS-ALL BARS N
o z
o
o r- - -- - -- - -- - -- - -- - -- - - - - -- - -- - -- -lam -D- 37" W/ fc= 4000 PSI 4
iV
I I I
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e_. - -- - -- v CD
/ A #9 ® 12 "o.c. E.-W." BOTT & co
#7 ® 12 "o.c. E.W.' TOP WITH <; 3" CLR. N
180' HOOK BOTH ENDS
N
14 "0 AUGERCAST PILE 0
4 fc = °6500`PSI
,A
HYDROSTATIC SLAB _ ...TYP- -PILE CAP SECTION
00 r
SCALE : 3/8 "= 1' -0"
LO
SHEARWALL
REINF.
N
z 8" THICK STEMWALL w/ #606 "oc HORIZ MID AND HOOK BARS
a- AT 6 o w/ 14" EMBED INTO HYDROSTATIC SLAB AND INTO
w PILE CAP AND 9" HOOKS ® ALL AROUND COLUMNS ONLY
i I I I I I I I I I I I I I , -` ``'
iN I I 1800 ACI HOOK -
_ BOTH ENDS -ALL BARS
o ( 1 z l
L J U
- PILE CAP (38PC) (14 TENSION)
SCALE: 1/4"=l'-O" 3 CLR.
15' -8 " ` LE
AUGERCAST PI '
2' -0" 2' -11" 2' -11" 2' -11" 2' -11" 2,-0" f14 "0 c 6500: PS/4\
PROPERTY LINE TYP PILE CAP SECTION AT HYDROSTATIC SLAB
SCALE : 3/8 "= 1' -0"
o
N Z U Z W 11' 76" �y
_ W wiz P6,
,
I I I 1 Z w TENSION PILES 'A
I �c=i�¢ ~~ow _ _ __ _ _ 4
1 - - - - - -- -- - --
- 14 "0 A,UC,ERCAST PILE
N ____: • Z =��Z _
- - _ . O "- 3 �= c�.� cn I I ( • • f'c =` 6500 PSI
N.. ,- #3 TIES @ 12" O.C.
N1 #9 FULL DEPTH • • 4
6 #8;(2/3 DEPTH)
N ' 1 I I / `O \ i / O \ \ I TYPICAL PILE REINF. DETAIL
_r_ I N.T.S.
v 8' -4" '° ,, 3' -0"
2' -0" 2' -2" 2' -2" 2' -0" ` -6" 1' -6 a
.o
1- -- - -- --� r- --1 5 #7 BOTT. WITH 180' n r" '
0 -' I I HOOK BOTH ENDS n AF.CHITECTURE & ,
N I I ' _INTERIOR DESIGN, INC. •
i� is ( / Imo'. D =30" W/ f c= 4000 PS'
c
N 1 I I � - - - - - _ - c PLI4+ W I ARCHIECTURE I Pinslacxt[ y,
N i i PILE CAP HPC) (14) 745 orienta avenue, su' 121
N i altamonte springs,
_ 10 19 T &B E.W. WITH 180' SCALE: 1/4"=l'—O" phone: 407.830.1400
- 1 1W HOOK BOTH ENDS ax: 4 f 07 830 4143
1 I 3' —p" AA0002731
N L — — — — — — Jam— D= 50" W/ f c= 4000 PSI ' -6" 1' -6 m
r F, _ _ www.forumarchitecture.com
0
r — — 5 #7 TOP & BOTT. WITH 180' f E
PILE CAP (5PCS) (14 TENSION) : `> I I HOOK BOTH ENDS ° . oba ona
SCALE: 1/4"=l'-O" _ I = / " o ono 000
ro ca ( ("� D =30 W/ fc= 4000 PSI v p
m
- L - - -J
1
- l PILE CAP (1PCS) (14 TENSION)
BENEFICIAL
SCALE: 1/4 " =1' -0" 0
.4
• COMMUNITIES
10 - 0 - 8 #8 `: B OTT. WITH 180' a4 a 2206 Jo-An Drive Sarasota, FL 34231
` ZNOOK BOTH ENDS 7' 0 "-
2' -0" 3' -0" 3' -0" 2' -0" �, m
D-`, 36" ; W/ fc= 4000 PSI 2' -0" 3' -0 "_ _ 2' -0"
_ 0
1 -- - - -, ;
iV ( r— D= `'1,60 "; W f'c= 4000 PSI Q ok ( I c
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f' 0 I I I I 1 I-
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10 #9 T & B WITH 180' �r o ( / 1 0
HOOK BOTH ENDS i�t 1 I 0 Metro South
aL -- - - - - -J
7 #8�,BOTT. WITH 180' Apartments
a I _ROOK BOTH ENDS c
" L__- ________ a
10 " #sT & B. WITH 180*,' PILE CAP (2PC) (14)
HOOKfBOTH ENDS
°_ .... � SCALE: 1/4"=l'—O" � m
.- .. 0
c South Miami, FL f
PILE CAP (6PCS) (14 TENSION) , \
4 SCALE: 1/4"=l'-O"
/ \
a
M
ague
"
3 -6 3'-0" 3'-6-
^o / NiiL D= 43 "; W/ f'c= 4000 PSI o
1' -6" 1' -6"
c
1 14 #9 ;BOTT. WITH 180'
HOOK BOTH ENDS-
D= 60 ";' W/ f'c= 4000 PSI �4
1 1,14 #9 /BOTT. WITH 180' °� `
1 HOOK BOTH ENDS
�- I A
L-------- - - - --I
PILE CAP (7PC) (14)
SCALE: 1/4"=l'-O"
4
'10' -0"
2' -0" 3' -0" 3' -0" 2' -0"
0 0 I I I I 10 #9 BOTT, WITH 180•
'r�, 70 I ° I I HOOK BOTH ENDS
10 #9' BOTT. WITH 180'
HOOK "BOTH ENDS
D 60 "F' W/ f c= 4000 PSI
PILE CAP (6PC) (14) a
CIO SCALE: 1/4"=l'-O"
A
14 "0 AUGERCAST PILE
• • fc —,6500 PSI
• #3 TIES ® 12" O.C.
1 #9 FULL DEPTH • •
6 #8;(FULL DEPTH)
TENSION PILE REINF. DETAIL
N.T.S.
SW -3 BEYOND L 4 x 4 x 3/8 CONT. Q DOOR
(SEE PLAN) w/ 3/4 "0 ANCHOR BOLTS Q
2'- O'o.a.
SEE PLAN —� ,-21/2"
AK ELEVATOR PIT
ELEVATION
#4 0 9"
#9 ®12 0. c. E.W. BOTT. & - - - - - 12 18
O #7 ®12 "o.c. E.W. TOP WITH - 50" CONCRETE PILE CAP " " #4 ®9"
1 180' HOOK BOTH ENDS (f'c =5000 PSI WITH 23 #9
J ` : .._.� ._., L2� -6" - - - 7, -6" - - - - - 7, -6° - - - - 2, -6 "J EACH WAY TOP AND BOTTOM
~° 0 TYPICAL SUMP DETAIL
- - - ��`� ` -- _ 4
PILE CAP (34PC) (14 TENSION) (AT SIDE WALL)
_ TOWER CRANE PILE CAP
.SCALE: 1/4"=l'—O"
SCALE: 1/4"=l'-O"
12' REINF.
PILE CAP &
/ COL. CENTERLINE Q
;7 #9BOTT. WITH 180' o;
( I 1 HOOK BOTH ENDS c
A
0.
3 —10j" 3' -0" 3' -101" o
-1 ld 10' -94"
PILE CAP 3PC (14}`
SCALE: 1/4"=l' _0"
x
4
7` -01 . Q
2' -0" 3' -0" 2' -0"
le
Oi - - - - - --
0
c
D -• 50 "; W/ fc= 4000 PSI
W
_ i+s
/ - / 1 HOOK
_C014 I I a
PILE CAP (4PC) (14)
SCALE: 1/4"=l'-O"
4
8' -4"
2' -0" . 2' -2" 2' -2" . 2' -0"
O
c
3OTT. E.W. WITH 180'
BOTH ENDS m
SET DISTRIBUTIONS:
04123112
Owner Review
05116112
Site Plan Resubmission
I
I
06128112
Site Plan Resubmission
07124112
Owner Review
D= 37" W/ f'c= 4000 PSI
90% Prowess Set
08113/12
Permit Set
N
04
I
I
I
I �/ I PM31 ANCHOR
(BY CRANE SUPPLIER
08114113
DeveloDmental Aareement Revisions
09113113
DeMoymental Agreement -2nd Headrig
10118113
Revision ress Set 1
(TYPICAL)
Issued for Permit
Misc, Coordination
E
18x18x18 SUMP
2 06118114
16
Shctural R&engineedntg
(8) BATTERED tZ
11
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1- -- - -- --� r- --1 5 #7 BOTT. WITH 180' n r" '
0 -' I I HOOK BOTH ENDS n AF.CHITECTURE & ,
N I I ' _INTERIOR DESIGN, INC. •
i� is ( / Imo'. D =30" W/ f c= 4000 PS'
c
N 1 I I � - - - - - _ - c PLI4+ W I ARCHIECTURE I Pinslacxt[ y,
N i i PILE CAP HPC) (14) 745 orienta avenue, su' 121
N i altamonte springs,
_ 10 19 T &B E.W. WITH 180' SCALE: 1/4"=l'—O" phone: 407.830.1400
- 1 1W HOOK BOTH ENDS ax: 4 f 07 830 4143
1 I 3' —p" AA0002731
N L — — — — — — Jam— D= 50" W/ f c= 4000 PSI ' -6" 1' -6 m
r F, _ _ www.forumarchitecture.com
0
r — — 5 #7 TOP & BOTT. WITH 180' f E
PILE CAP (5PCS) (14 TENSION) : `> I I HOOK BOTH ENDS ° . oba ona
SCALE: 1/4"=l'-O" _ I = / " o ono 000
ro ca ( ("� D =30 W/ fc= 4000 PSI v p
m
- L - - -J
1
- l PILE CAP (1PCS) (14 TENSION)
BENEFICIAL
SCALE: 1/4 " =1' -0" 0
.4
• COMMUNITIES
10 - 0 - 8 #8 `: B OTT. WITH 180' a4 a 2206 Jo-An Drive Sarasota, FL 34231
` ZNOOK BOTH ENDS 7' 0 "-
2' -0" 3' -0" 3' -0" 2' -0" �, m
D-`, 36" ; W/ fc= 4000 PSI 2' -0" 3' -0 "_ _ 2' -0"
_ 0
1 -- - - -, ;
iV ( r— D= `'1,60 "; W f'c= 4000 PSI Q ok ( I c
/ 4
c
O N
f' 0 I I I I 1 I-
0 1
10 #9 T & B WITH 180' �r o ( / 1 0
HOOK BOTH ENDS i�t 1 I 0 Metro South
aL -- - - - - -J
7 #8�,BOTT. WITH 180' Apartments
a I _ROOK BOTH ENDS c
" L__- ________ a
10 " #sT & B. WITH 180*,' PILE CAP (2PC) (14)
HOOKfBOTH ENDS
°_ .... � SCALE: 1/4"=l'—O" � m
.- .. 0
c South Miami, FL f
PILE CAP (6PCS) (14 TENSION) , \
4 SCALE: 1/4"=l'-O"
/ \
a
M
ague
"
3 -6 3'-0" 3'-6-
^o / NiiL D= 43 "; W/ f'c= 4000 PSI o
1' -6" 1' -6"
c
1 14 #9 ;BOTT. WITH 180'
HOOK BOTH ENDS-
D= 60 ";' W/ f'c= 4000 PSI �4
1 1,14 #9 /BOTT. WITH 180' °� `
1 HOOK BOTH ENDS
�- I A
L-------- - - - --I
PILE CAP (7PC) (14)
SCALE: 1/4"=l'-O"
4
'10' -0"
2' -0" 3' -0" 3' -0" 2' -0"
0 0 I I I I 10 #9 BOTT, WITH 180•
'r�, 70 I ° I I HOOK BOTH ENDS
10 #9' BOTT. WITH 180'
HOOK "BOTH ENDS
D 60 "F' W/ f c= 4000 PSI
PILE CAP (6PC) (14) a
CIO SCALE: 1/4"=l'-O"
A
14 "0 AUGERCAST PILE
• • fc —,6500 PSI
• #3 TIES ® 12" O.C.
1 #9 FULL DEPTH • •
6 #8;(FULL DEPTH)
TENSION PILE REINF. DETAIL
N.T.S.
SW -3 BEYOND L 4 x 4 x 3/8 CONT. Q DOOR
(SEE PLAN) w/ 3/4 "0 ANCHOR BOLTS Q
2'- O'o.a.
SEE PLAN —� ,-21/2"
AK ELEVATOR PIT
ELEVATION
#4 0 9"
#9 ®12 0. c. E.W. BOTT. & - - - - - 12 18
O #7 ®12 "o.c. E.W. TOP WITH - 50" CONCRETE PILE CAP " " #4 ®9"
1 180' HOOK BOTH ENDS (f'c =5000 PSI WITH 23 #9
J ` : .._.� ._., L2� -6" - - - 7, -6" - - - - - 7, -6° - - - - 2, -6 "J EACH WAY TOP AND BOTTOM
~° 0 TYPICAL SUMP DETAIL
- - - ��`� ` -- _ 4
PILE CAP (34PC) (14 TENSION) (AT SIDE WALL)
_ TOWER CRANE PILE CAP
.SCALE: 1/4"=l'—O"
SCALE: 1/4"=l'-O"
12' REINF.
PILE CAP &
/ COL. CENTERLINE Q
;7 #9BOTT. WITH 180' o;
( I 1 HOOK BOTH ENDS c
A
0.
3 —10j" 3' -0" 3' -101" o
-1 ld 10' -94"
PILE CAP 3PC (14}`
SCALE: 1/4"=l' _0"
x
4
7` -01 . Q
2' -0" 3' -0" 2' -0"
le
Oi - - - - - --
0
c
D -• 50 "; W/ fc= 4000 PSI
W
_ i+s
/ - / 1 HOOK
_C014 I I a
PILE CAP (4PC) (14)
SCALE: 1/4"=l'-O"
4
8' -4"
2' -0" . 2' -2" 2' -2" . 2' -0"
O
c
3OTT. E.W. WITH 180'
BOTH ENDS m
SET DISTRIBUTIONS:
04123112
Owner Review
05116112
Site Plan Resubmission
05123112
Site Plan Resubmission
06128112
Site Plan Resubmission
07124112
Owner Review
_
07/31112
90% Prowess Set
08113/12
Permit Set
06126113
8 Story Elevations
07/17113
61817 Sto Elevations
07118113
4(7 Story Elevations
08114113
DeveloDmental Aareement Revisions
09113113
DeMoymental Agreement -2nd Headrig
10118113
Revision ress Set 1
11120113
Issued for Permit
Misc, Coordination
CL
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HOOK BOTH ENDS
D= `` 50" ° W/ f'c= 4000 PSI EDITED BY: YP
PILE CAP (5PC) (14) 2 PROJECT NO. 11 -2795
SCALE: 1/4"=l'-O" 0
z
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A SHEET REVISIOWKes,
N
10/25113
4
Seven Story Revision
12/24113
5
Coordination
PROVIDE DWLS.
m 03112114
10
AST Systems Comments
2 03126114
12
IMMANOW
Building Department Comments #3
'( 04/07114
15
Misc, Coordination
E
2 06118114
16
Shctural R&engineedntg
a° 07!31114
11
Crane Tower Foundatial Rev.
CL
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HOOK BOTH ENDS
D= `` 50" ° W/ f'c= 4000 PSI EDITED BY: YP
PILE CAP (5PC) (14) 2 PROJECT NO. 11 -2795
SCALE: 1/4"=l'-O" 0
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4- SEE PLAN ELEVATION FOR t �� G �}� r <,
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,
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2 J5 TOP do °
SEE ARCH'L DWG' < S T
EA. SIDE do EA. CORNER MIN. FOR SHAFT SIZE , ; �`iEifaLR pA IL
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TYPICAL ELEVATOR PIT DETAIL W f PILES �*`6'y�,
N.T.S.
f
PERMIT SE T
11/20/13
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SW -3 (SEE PLAN)
N
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EQUAL EQUAL
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TO MATCH VERT.
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4- SEE PLAN ELEVATION FOR t �� G �}� r <,
SEE PLAN FOR
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,
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� BOTTOM ® �� s (SEE PLAN)
2 J5 TOP do °
SEE ARCH'L DWG' < S T
EA. SIDE do EA. CORNER MIN. FOR SHAFT SIZE , ; �`iEifaLR pA IL
Jo�aCa�
TYPICAL ELEVATOR PIT DETAIL W f PILES �*`6'y�,
N.T.S.
f
PERMIT SE T
11/20/13
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