13-1329R-002Q
25' -2" 20' -0" 29' -0" 12' -8"
6PCS
PROPERTY LINE — RW -1
EL: -6' -6" SHEARWALLS. REFER TO ARCH'L _F
T.O. PILE CAP FOR TOP OF SLAB ELEVATION.
00 FOUNDATION PLAN
7
SCALE : 118 " =1' -0"
P2� 9 9.1
-1 24' -11 16' -7" ; 10' -5" 9' -10" 10' -2" 1' -6"
i
L.l 4
° C_2, � � 6 "� CIP CONC. STAIR ,
N
�6PCS 6PCS 3
s4.0z i C -2 W #5 C� 12 "o.c.
E.W. TYP
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W- PR PERTY LINE
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B 1 '; s
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5 r
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=
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►.�. I -` I— 1 ` I l.. 1 1720.121°' 8" CONCRETE
WALL (TYP) -
L J I 1 N f ( STEPPED GRADE= BEAM,
— J L J M I f SEE 6/S4.03 I
5
C -2 " <L
4PC -41
EL. -9' -0"
T.O. SLAB . .._
2 PC
{
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IT EL. - 14' -0"
IM
T.O. PILE CAP
--c -3A
3PC
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3PC
k - 1k EL. -9' -0" W/ #5 CAA i2 "o.c. '
T.O. PILE CAP E.W. BOTT.I TYP. !
— — — — - — —
FIRE RATING REQUIREMENTS
PER ARCH'L ANALYSIS:
1. BEARING WALLS = 2HRS
2. FLOOR CONSTRUCTION = 2HRS.
3. COLUMNS & BEAMS = 2 HRS
4. DOOR CONSTRUCTION = 1 HRS
5. TENANT SEPARATION = 1 HRS.
Structural Drawing Updated 1 -15 -14
Based on Architectural Backgrounds Dated 10 -28 -13
t
PERMIT SE T
11/20/13
F:ORUME
a
ARCHITECTURE &
INTERIOR DESIGN, INC.
I I NTEIaMDE SIGN
c
m
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`0 745 odenta avenue, suite 1121
2 altamonte springs, fl 32701
-c phone: 407.830.1400
°4 fax: 407.830.4143
AA0002731
www.forumarchitechire.com
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2
LL 000 Don
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BENEFICIAL
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COMMUNITIES
X2206 Jo-An Drive Sarasota, FL 34231
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Metro South
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South Miami, FL
SET DISTRIBUTIONS:
04123112
Owner Review
05116112
Site Plan Resubmission
LEGEND:
_
NOTES:
.�
INDICATES STEP IN FND /GRADE BEAM
1.
FOR_. COLUMN - SIZES., AND-
, , REINFORCING REQUIREMENTS REFER TO
~-
INDICATES - °CMU WALLS .(SEE `SCHEDULE): "f
08113112
_..
1
Q
INDICATES CONCRETE WALL (SEE SCHEDULE).
2.
TOP OF PILE CAPS SHALL BE SET AT ELEVATION
07118113
INDICATES CONCRETE COLUMN (SEE SCHEDULE)
08114113
TOP OF ALL 1P PILE CAPS = TOP OF HYDROSTATIC SLAB.
'
' C.J.
INDICATES SAW CUT VERTICAL JOINTS 0 12 "o.c. E.W. MAX.
- °
'ALL PILE CAP.,INDICATED,,AT ELEVATION.--7-6 , ,6" SMALL BE SET AT
(TOP OF PILE CAP). '�- °'�._
i T.E.
INDICATES 8 "x16" THICKENED EDGE W/ 2 #5 x CONT. TIP.
.. "
16
ELEVATION -T -O" °^� _ --
SHEARWALL #1,2,4 PILE CAPS REMAIN AT ELEVATION -9' -0" (TOP OF -
y CW -1
y
INDICATES 8 CONCRETE CRASH WALL W/ #4 ®6 o.c. E.F.
"o.c.
Crane Tower Foundation Rev.
PILE CAP) SHEARWALL #3 PILE CAP REMAINS AT ELEVATION - 14' -0"
VERTICAL AND #4 @ 12 E.F. HORIZONTAL.
(TOP OF PILE CAP).
RW-
INDICATES CONCRETE RETAINING WALL
ALL PILE CAPS INDICATED ON S -3.10 AT ELEVATION -5' -5" REMAIN
INDICATES 14 "0 AUGERCAST PILE
UNCHANGED.
ALL 1P PILE CAPS ARE SHOWN IN SECTIONS TO MATCH TOP OF
INDICATES 14 "0 AUGERCAST TENSION PILE
HYDROSTATIC SLABS IN GENERAL.
'
INDICATES (2) #4 x 5' -0" LONG RE- ENTRANT BARS TYP.
! LS
5 _ _
4.
BRACE RETAINING WALLS DURING CONSTRUCTION.
- r- —
' °`
5.
COORDINATE THIS PLAN WITH CIVIL SITE PLAN.
y I I
INDICATES 1PCS A
7.
ALL GRADE BEAMS ARE CENTERED UNDER WALLS /PILE CAPS (U.N.O.).
8.
PROVIDE 2 #4 x 6' -0" TOP IN CONCRETE SLAB AT CORNERS OF CMU
TYPICAL.
9.
PROVIDE 8" THICK CONCRETE STEM WALLS AROUND ALL COLUMNS AT
SCALE : 118 " =1' -0"
P2� 9 9.1
-1 24' -11 16' -7" ; 10' -5" 9' -10" 10' -2" 1' -6"
i
L.l 4
° C_2, � � 6 "� CIP CONC. STAIR ,
N
�6PCS 6PCS 3
s4.0z i C -2 W #5 C� 12 "o.c.
E.W. TYP
L_.. - o
W- PR PERTY LINE
Uj
- -- -2 - - GB 2 — —En F
pe
G B 1 U_ r GB � � r i I � V) — � ta
I' I I DEL. —s' —o"
B 1 '; s
— — I T.O. PILE _
Q _ CAP (
5 r
r
Ir Q
�a
SW -4
-
.. I ( -- 34PC f. M
�—C- IL IJ ( a — ( _0 8 BATTERED I
=
BATTERED
►.�. I -` I— 1 ` I l.. 1 1720.121°' 8" CONCRETE
WALL (TYP) -
L J I 1 N f ( STEPPED GRADE= BEAM,
— J L J M I f SEE 6/S4.03 I
5
C -2 " <L
4PC -41
EL. -9' -0"
T.O. SLAB . .._
2 PC
{
I' ;A II
IT EL. - 14' -0"
IM
T.O. PILE CAP
--c -3A
3PC
_ � I
I f �
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IN
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UNEXCA6TED. j
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I FOUNDATION WORK
F IN THIS AREA E j
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3PC I I
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/-SW-2 I 3'-2j'
I
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- - - - -- 1 — J4
C -2 6" CIP CONC. STAIR
3PC
k - 1k EL. -9' -0" W/ #5 CAA i2 "o.c. '
T.O. PILE CAP E.W. BOTT.I TYP. !
— — — — - — —
FIRE RATING REQUIREMENTS
PER ARCH'L ANALYSIS:
1. BEARING WALLS = 2HRS
2. FLOOR CONSTRUCTION = 2HRS.
3. COLUMNS & BEAMS = 2 HRS
4. DOOR CONSTRUCTION = 1 HRS
5. TENANT SEPARATION = 1 HRS.
Structural Drawing Updated 1 -15 -14
Based on Architectural Backgrounds Dated 10 -28 -13
t
PERMIT SE T
11/20/13
F:ORUME
a
ARCHITECTURE &
INTERIOR DESIGN, INC.
I I NTEIaMDE SIGN
c
m
m
`0 745 odenta avenue, suite 1121
2 altamonte springs, fl 32701
-c phone: 407.830.1400
°4 fax: 407.830.4143
AA0002731
www.forumarchitechire.com
.0
Q
2
LL 000 Don
o BOB 000
C
°
Qc
U
BENEFICIAL
0
COMMUNITIES
X2206 Jo-An Drive Sarasota, FL 34231
m
m
E
1.
o
m
M
C
0
U ;
7
0
C6
m
a
Q
m
c
m
a
C
f7
C -
CF
rn
m
0
Metro South
Apartments
South Miami, FL
SET DISTRIBUTIONS:
04123112
Owner Review
05116112
Site Plan Resubmission
05123112
Site Plan Resubmission
06128112
Site Plan Resubmission
07124112
Owner Review
07131112
90% Progress Set
08113112
Permit Set
06126113
8 SIM Elevations
07117113
61811 SIM Elevations
07118113
417 Slory Elevations
08114113
DeveMmntal Agreement Revisions
09113113
Deve tal Agreement - 2nd Heari
10118113
Revision Pmgress Set
11120113
Issued for Permit
16
Structural Re-engineerintg
EDITED BY: YP
r PROJECT NO. 11 -2795
F.
U
z
W
0
Foundation Plan
53.05
I
f
a SHEET REVISIONS:
10125113
4
Seven Story Revision
12124113
5
Coordination
m 03/12114
10
AST Systems Comments
2 03126114
12
Buiklinq Department Comments #3
q
04/07/14
15
Misc. Coordination
E
--
2 06118114
16
Structural Re-engineerintg
LL 07/31/14
17
Crane Tower Foundation Rev.
0
EDITED BY: YP
r PROJECT NO. 11 -2795
F.
U
z
W
0
Foundation Plan
53.05
I
f