13-1329R-003CL: -J -J
OIL T.O. PILE CAP
PROPERTY CORNER AND 4
LIMITS OF CONSTRUCTION
DIMENSION MAY VARY, = 2'
CONFIRM w/ SURVEYOR API
A - _
F-i.
6" CIP CONC.
STAIR W/ #5 12PC;
0 12 "o.c. E.W.
BOTT. TYP. I
MF40.24
C -2
B -
CANTI
EVERED
BEAM.
4 5 5.1 5.6.1
SEE S
CTION
12/j 2
/S4.03
0
2' -1j" 24' -111"
0
M
NOTE 16 AT
GENERATOR WITH
2
CANT.-
CW -1
SLAB
CANTILEVERED
1 a
�r
C
TOWER CRANE -
FOUNDATION
SEE S3.22
0
I
i
I
1
2
3
4 5 5.1 5.6.1
o.c.
25' -2"
-
20' -0" 29' -0"
12' -8" T -11 9' -11" 3' -51 "I
2' -1j" 24' -111"
INTEGRAL WITH
NOTE 16 AT
GENERATOR WITH
2
EL: -5' -5'
T.O. PILE CAE' ,. ,
CW -1
0
CANTILEVERED
1 a
INDICATES #5 TOP BARS
6" CONCRETE W/ #5 ® 6" o.c. EACH WAY (U.N.O.).
POST - TENSION
4 I '
4
IM.
T NSIONED
FUEL TANK
` ._. C -2 T 0 LANDIN
C -2
SPCS
;..a I -,.
C -2
5PCS
I, .
s4.oa C -2 C -2 s4.oz I
III C -2 s4.oz
2A
I
0" -0" SLABo ., -.; .,_.,� r, RW -4 RW -4
- CW -1- - - CW -1 -
RW 1 +CW -1
O GB -1 Ism'; `- GB -1 -I-� GB -2 - -
L -
� I I ` EL. td -o" 174.051 I Il 1.00
I I, s( EL =5 -5 III I I I I I I I I I r
PROVIDE 8 "x16 "W /2#6 ;T B T.O. SLAB T.O. PILE CAP I
I W/ #3 C� 7 o.c. RAKED I
01 m BEAM IN CMU WALL TO L - - � L- 7-IT
-
3 SUPPORT EDGE` 0 'STAIR �r EDGE OF POST- Ui I !
cn o I to `r'r- I I� 3 I m TENSIONED SLAB �` I oo 14
° I I`_ EL. -3.4 I I I w ; r`
I� ,T.O. ,SLAB
�.,
7f 7 e , C -4 C -4 ,z s u s M-1 Im
CANTILEVERED POST - TENSIONED -2 " 6PC I I 1e I I i Z'I I
1 3 1`
C
4
PC SLAB AT INTERMEDIATE LANDING T.O. PILE CAP ABOVE. EDGE LOADING FROM
may_ I
`STAIR ON PT CANT. SLAB ISM I
DL -10 KIPS�_LL�5.KIPS - -1 RW -5 1 0 `"1 1 4.00 � I I I I I I I
- -
CW CW -1 r I
r - - - �-
T rf 00
-4 GB -2 GB 4 L - - - - - J T.O. PILE CAP I aol cDl j
_ I (STEPPED GRADE BEAM, ' II C -4 I
_o..,�'`' - - - -:, -, I SEE S3.05 AND 6/54.03)
_._... °
T23 0 ^ 0 5 I OPE UP 16" CONC. HYDROSTATIC SLAB W/ 5 7B
54.0
I o s; -o _ #7 0 8 " or #6 0 " O.C. E.W. T &B Q 04.03
w/ 5 FEET OF WA R HEAD ABOVE -1 I _..____, DOWN
�•UI m` \ <-`> _ HYDROSTATIC SLA UNTIL BUILDING
SLOP
\ /
�o
SHELL (FLOOR COLUMNS & WALLS) w II }
IS CONSTRUCTED UP TO THE 5TH
�-# I LEVEL SLAB ( 8" POST -TE
of
W NS ONED
-`
j> ....' ( I SLAB f'c 5000 PSI
` I ( 1PCS 5 CONC SLAB -ON -GRADE
/ \ < m ( w/ 6x6, W2.9 x W2.9 WWF
SUPPORTING `
'o I HYDROSTATIC
ON 10 MIL VAPOR BARRIER 1
-•� " _ .:.- ::: -1,a >;, 1 s4. I SLAB, TYP ON (COMPACTED, TREATED II
C- SUB -SOIL (TYPICAL) ( C -3 C
C -1
- =- -- -2 5P -
,
4.00 1.00 17 f
-
c -9. L J -
03
-�A EL - 5' -5" I SR -50 i
s4.oz
L- - J T O ;PILE CAP
T -1� 8" CIP CONC WALL W/ #5 EDGE OF POST-
w !`��- ® 7 "o.c. E.F. `VERY. & 5 TENSIONED SLAB
Lq
I I # I ,
I F @ 16 "o:c. E F HORIZ. C -2 C -2
/ 3 0V v v I C -2
I - ,
C -2
0 \,�; ,; 1.00
/ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \/ / / \\ 4.00
CW 1 CW -1
TC -1 CW -1 4 00
C.1 j.
AMS I
A DENOTES #5 0 12" TOP & BOTTOM
Q 16) PROVIDE L6x4x1 /2 "x12" LG GALVANIZED STEEL ANGLES ® EA. ENDS & MIDPOINTS OF INTERIOR GENERATOR /FUEL
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) y:
o.c.
0
-
8 INDICATES #4 HAIRPIN
�' f
I
INTEGRAL WITH
INI -
CW -1
i R CW -1
CW -1
0
CANTILEVERED
1 a
INDICATES #5 TOP BARS
6" CONCRETE W/ #5 ® 6" o.c. EACH WAY (U.N.O.).
POST - TENSION
RETAINING
1.00 }.'
15) , ALL, PARAPET ..WALLS.,9RE MW-4 -TYPICAL ,U:N.O: A ... -d
T NSIONED
o
11120113
I
10)
I WALL BELOW
2A
I
SOAR
INTERMEDIATE o
r
_
,1
8 POST- TENSIONED
GL
SHOWN OTHERWISE.
2B
s4.oz
SLOPE UP
LANDING ABOVE. _I
3
`SLAB f'c= 5000 PSI ►�
I
8" POST - TENSIONED
>f
{°
f
EDGE LOADING `°
FROM STAIR ON PT
5
�c�i
-
CANT.----._ I,�}�- -cal
C -2
/ C -1
-C-1 /
C -1 SF 1
f
°
CANT. SLAB IS
-
f'c= 5000 PSI
".
7
G
DL =6.5 KIPS,
LL =3.5 KIPS
I 1203
7A 00
SLAB
7.00 ' ' J
I } I
o0
I
04,03
i-•. 04.03
1 O_
I
I
SLAB AT INTERMEDIATE LANDING
NMI" j
^
S4.02
-- O w \ 3.00
ABOVE. EDGE LOADING FROM
x .
o
°
LJ
- / -j � - i -
EDGE OF
ICI_ _ II
N
STAIR ON PT CANT. SLAB IS
F
POST-TENSION I'D
' SLAB AT EDGE
OF �
IOC _
1
i
DL =10 KIPS, LL=5 KIPS
I I
STAIR LANDING
Y 7q
-
'
f
SEE SECTION
I I
I
#6 TOP w/ 6"
C -9 s4.o3
I
I I }
HOOK f;h 6"
I
12/04.03 & B
AMS I
A DENOTES #5 0 12" TOP & BOTTOM
Q 16) PROVIDE L6x4x1 /2 "x12" LG GALVANIZED STEEL ANGLES ® EA. ENDS & MIDPOINTS OF INTERIOR GENERATOR /FUEL
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) y:
o.c.
0
1 MASONRY WALLS ARE NOT TO' BE COMPLETED UNTIL
8 INDICATES #4 HAIRPIN
9)
"
STAIRS SHALL BE 6" CONCRETE W/ #5 ®6 o.c. LONGIT.
INTEGRAL WITH
INI -
r-
g
I
E�. 4'
-tT.LO'FS�LAB
0
THE FLOOR ABOVE HAS BEEN POURED, CABLES
r- INDICATES #5 TOP BARS
INDICATES #5 TOP BARS
6" CONCRETE W/ #5 ® 6" o.c. EACH WAY (U.N.O.).
POST - TENSION
D
- - - INDICATES #5 BOTTOM BARS
15) , ALL, PARAPET ..WALLS.,9RE MW-4 -TYPICAL ,U:N.O: A ... -d
10118113
o
11120113
INDICATES #5 TOP BARS ® 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
CANTILEVERED
LAB I�� _ -
I
_
GL
SHOWN OTHERWISE.
T -2 INDICATES #5 TOP BARS ®12 "o.c. (10° LONG)
SLOPE UP
_
IV - �
I
8" POST - TENSIONED
SLOPE DOWN
R
" TENSIONED
$ POST
5
o
-
CANT.----._ I,�}�- -cal
I
SLAB f c= 5000 PSI
-
f'c= 5000 PSI
SLAB
r°
BEAM
I
I
CANTILEVERED POST- TENSIONED
SLAB AT INTERMEDIATE LANDING
S4.02
ABOVE. EDGE LOADING FROM
ICI_ _ II
STAIR ON PT CANT. SLAB IS
IOC _
i
DL =10 KIPS, LL=5 KIPS
Y 7q
04.03
C -9 s4.o3
7
16' -7"
CIP 1 CONCRE
4" CONC SLAB-ON-GRADE
Ell A$
;• •
rrar r ir••Imm•Imms•IIIr: - nr••►.•- �..• .;r
� ��rrrn►, � -;
!ON 10 MIL VAPOR i��.�!
COMPACTED, TREATED
i
_ C
M
6.00 .........r11 W, •
1
OF POST-
OF
CONC. N POISON
-AF -
- - _ - - - - �, - T.E. - - - I I i �q- INDICATES STEP IN FND /GRADE BEAM
T.O. SL B
:. SW -3 I I ® INDICATES CMU WALLS (SEE SCHEDULE).
J Q INDICATES CONCRETE WALL (SEE SCHEDULE).
T -1 I �` I INDICATES CONCRETE COLUMN (SEE SCHEDULE)
/ f + lk I ( C.J. INDICATES SAW CUT VERTICAL JOINTS ® 12 "o.c. E.W. MAX.
CID
En I' ICI T.E. INDICATES 8 "x16" THICKENED EDGE W/ 2 #5 x CONT. TYP.
8 " POST- SIONED - I I 1 CW -1 INDICATES 8" CONCRETE CRASH WALL W/ #4 ® 6 "o.c. E.F.
SLAB f'c= f 000 PSI :, ,, . C I VERTICAL AND #4 ® 12 o.c. E.F. HORIZONTAL.
RW- INDICATES CONCRETE RETAINING WALL
_ f -_ .. INDICATES 14 "0 AUGERCAST PILE
INDICATES 14 "0 AUGERCAST TENSION PILE
8" C NCRETE
WALL kTYP) C -3 I C -7 I I I I I INDICATES (2) #4 x 5' -0" LONG RE- ENTRANT BARS TYP.
C -31 3PC {
TC -1 I C -5
8 ,� // r 2PC ( 3PC I I INDICATES 1PCS.
L J GB -3
sR -15 FOUNDATION NOTES:
•
1. FOR COLUMN SIZES AND REINFORCING REQUIREMENTS REFER
TO SCHEDULE ON S3.21.
2. TOP OF PILE CAPS SHALL BE -2' -6" U.N.O. TOP OF IPL =TOP
Fe =324K
Fe =324K
1•
EL. t0'
n
ff -• o • . 1
•••
4 I I HYDROSTATIC SLAB
3. FOR PILE CAP DETAILS REFER TO SHEET S3.22.
4. BRACE RETAINING WALLS DURING CONSTRUCTION.
II 5. COORDINATE THIS PLAN WITH CIVIL SITE PLAN.
FUTURE TNANT I 6. ALL CMU TO BE MW -1 UNLESS NOTED OTHERWISE.
SLAB -ON -GRADE wI{ 7. ALL GRADE BEAMS ARE CENTERED UNDER WALLS /PILE CAPS
N.I.C. ~Id IIII UNLESS NOTED OTHERWISE.
(I 3 I I 8. PROVIDE • 2 #4 x 6'-0" TOP IN CONCRETE SLAB AT CORNERS
MW -7 1,- I ►I OF CMU TYPICAL.
' 1 9. PROVIDE HSS 6x4x1 /2 GALV. MINIMUM 14'- 0 "o.c. MAX
(HORIZONTALLY AND VERTICALLY) AT STOREFRONT AND
/ I s4.oa CURTAIN WALL SYSTEMS. COORDINATE STRUCTURAL HSS
1 MEMBERS WITH ARCHITECTURAL AND SUBMIT SIGNED AND
SEALED CALCULATIONS AND SHOP DRAWINGS FOR THE
C_1 I C -3 i 4PC I _ 1 STOREFRONT AND CURTAIN WALL SYSTEMS INCLUDING ALL
_... SR__3 I
1 y 2PC1 I ( 3PC CONNECTIONS TO CONCRETE SLABS /WALLS /COLUMNS.
�6 � i � a
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.
I I i
Ij I I NOTE
1 I I I ( CONCRETE WALLS CW -1 ARE NOT TO BE
C -3 C -7I'I I I COMPLETED UNTIL THE FLOOR ABOVE HAS
C -2 C -3
I
EXTENDED---_ I SR -12 MW -1 ~ ` C -4 C -4 C -4 C -3 / I I 4PC I I BEEN POURED, CABLES TENSIONED AND
FLOOR I I I 00I
SLAB pr.
INDICATES TURN 7.00 -2 I 7.00 ( SR -2 �'.r 700 0 T7 ( e��51� I , �I) 2PC I I 3PC L SHORES AND RESHORES REMOVED.
DOWN BEAM ` g oo _ ( lO SR -26 6 -MW -7 v 6 �� r
q- -
Fe =351K SEE SECTION Q _
o o S 2 °
7.00 , �.__..__.�_- . I
-
.: x - -
E^ 8
_
'l 1
4.00 I, I I I - - --
_ 1.00 - f ,- _ L. f
lot
3.00 6 r 00
SW
- -_ GB-3
I
%`` I I J
I / oo - I -2 • i
I I
11 I
DO
i
W
12
II
= MF40.24 s4. _
rn - CW 1 : , ,: I i
�j
I ,
f NOTE 16 3 MW -1 r ( m m
II E
� AT FUEL =' � p 3 , T 1
` 6" CIP CONC. STAIR T -1 B -1 -�
'TANK 2, L
W/ #5 C� 12"c. c. ,' / ,% I I T -1
I
a E.W. BOTT. r I TI I �' �, I ,'. I I I, I I III I ;,o-1 S( C -6
`°I - - -- - - -- - -- I 'I
2
B 1 I J' J m
N
s
I 6 PC ill
1 I
r
f�
,
Fe =351 K -4.0-01 1 I Uj
o _ r � I I I SR -26 SR -26 7.00 i
it
F
.. -- - - --
7
400 . ' - - -- -- - -J
r I , -. w.., - [ T�.
N CW -1 CW -1 CW -1 2.00 CW 1 1.00
FR MW -2 M47 MW -6
o .� P CONC. STAIR
8" CIP CONCRETE STAIRS Si e� 4A 4 I I 1 MW -6
c C -10 , I F' I C -2 q" k F _... I' C -2 I C -2 C -2 s4.o ` I W/ #5 0 12 "o.c.A I TYP.
s ±.oa W/ #5 ®8 o.c. E.W. s4o i I I
o I - I BOTT. TYPI. I I t .0 -�l -- - L_ I A
E.W. BOTT. TYP.
v
r r�r�mnvv rvv r rte.
A DENOTES #5 0 12" TOP & BOTTOM
Q 16) PROVIDE L6x4x1 /2 "x12" LG GALVANIZED STEEL ANGLES ® EA. ENDS & MIDPOINTS OF INTERIOR GENERATOR /FUEL
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) y:
to
0
1 MASONRY WALLS ARE NOT TO' BE COMPLETED UNTIL
8 INDICATES #4 HAIRPIN
9)
"
STAIRS SHALL BE 6" CONCRETE W/ #5 ®6 o.c. LONGIT.
SR -# INDICATES STUD RAIL SHEAR REINFORCING. SYSTEM. THERE IS A TOTAL OF 3 ANGLES PER LONG SIDE & 2 PER SHORT SIDE, & 10 ANGLES TOTAL. FASTEN'
E.F. VERTICAL AND #4 012 "o.c. E.F. HORIZONTAL
r-
g
GROUT FILLED CELL AT EVERY CORNER,
BOTH EDGES OF EVERY OPENING AND AS
AND #4 ® 12" o.c. TRANSV. BOTT. LANDINGS SHALL BE
0
THE FLOOR ABOVE HAS BEEN POURED, CABLES
r- INDICATES #5 TOP BARS
INDICATES #5 TOP BARS
6" CONCRETE W/ #5 ® 6" o.c. EACH WAY (U.N.O.).
o
> TENSIONED AND ALL SHORES AND RESHORES REMOVED.
- - - INDICATES #5 BOTTOM BARS
15) , ALL, PARAPET ..WALLS.,9RE MW-4 -TYPICAL ,U:N.O: A ... -d
10118113
Revision Prooress Set
11120113
INDICATES #5 TOP BARS ® 12 "o.c. (6' LONG W/ 10" HOOK)
10)
GENERAL CONTRACTOR TO PROVIDE 3/4" RECESS FOR
v'
2) EXTERIOR MASONRY WALLS ARE TYPE (MW -2) UNLESS
MASONRY WALLS AT ALL SLAB EDGES OR STEPS (TYP.).
GL
SHOWN OTHERWISE.
T -2 INDICATES #5 TOP BARS ®12 "o.c. (10° LONG)
_
11)
FOR EXTERIOR WALL SEGMENTS 8" LONG OR LESS
R
-
5
: iii ?f�',•�?xCiiG'3:iL4{,i�`?i,�.� ., i i:,IC���+et:i£ ,:►4� �3'Ib�l'�5�•:,L- �rr•�x. ���sl� �'t�£��brr ` ��C�rr1'��H�::k'.ti�i��'.m,} �f�'������;�.�a°�l°
o
OTHERWISE.
A DENOTES #5 0 12" TOP & BOTTOM
Q 16) PROVIDE L6x4x1 /2 "x12" LG GALVANIZED STEEL ANGLES ® EA. ENDS & MIDPOINTS OF INTERIOR GENERATOR /FUEL
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) y:
to
° WALLS AND INTERIOR COLUMNS AND SHE ARWALLS
T -4 INDICATES 2 4 DIAGONAL TOP & BOTTOM. 5' LONG
(} # ( )
12) CW -, INDICATES 8" CONCRETE CRASH WALL W / #4 @6 "o.c.
o
4 ALL MASONRY WALLS TO HAVE A REINFORCED,
SR -# INDICATES STUD RAIL SHEAR REINFORCING. SYSTEM. THERE IS A TOTAL OF 3 ANGLES PER LONG SIDE & 2 PER SHORT SIDE, & 10 ANGLES TOTAL. FASTEN'
E.F. VERTICAL AND #4 012 "o.c. E.F. HORIZONTAL
r-
g
GROUT FILLED CELL AT EVERY CORNER,
BOTH EDGES OF EVERY OPENING AND AS
T -5 " "
INDICATES #5 TOP BARS 0 12 o.c. (14 LONG W/ 10 HOOK)
W- 13) ( INDICATES 8" CIP CONCRETE WALL W / #5 ®10 "c /c E:W. E.F.
g
INDICATED PER THE MASONRY WALL SCHEDULE.
>
INDICATES #5 TOP BARS
14) DRILL & EPDXY REBAR 5" INTO CONCRETE.
08/14113
5) INTERIOR MASONRY WALLS ARE TO STOP 1/2
BELOW CONCRETE SLAB ABOVE.
- - - INDICATES #5 BOTTOM BARS
15) , ALL, PARAPET ..WALLS.,9RE MW-4 -TYPICAL ,U:N.O: A ... -d
NOTE: A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH
ai
6) PROVIDE CONTROL JOINTS BETWEEN MASONRY
A DENOTES #5 0 12" TOP & BOTTOM
Q 16) PROVIDE L6x4x1 /2 "x12" LG GALVANIZED STEEL ANGLES ® EA. ENDS & MIDPOINTS OF INTERIOR GENERATOR /FUEL
DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) y:
M
�
° WALLS AND INTERIOR COLUMNS AND SHE ARWALLS
" " W HI TI HIT HY150 ADHESIVE
TANK. CURB &FASTENED ANGLE TO SLAB W/ 3/4 DIAM. BOLTS W/ 8 EMBED / L
Site an Resubmission
07124112
EXCEPT THE AREA OVER THE SPREAD FOOTINGS.
SR -# INDICATES STUD RAIL SHEAR REINFORCING. SYSTEM. THERE IS A TOTAL OF 3 ANGLES PER LONG SIDE & 2 PER SHORT SIDE, & 10 ANGLES TOTAL. FASTEN'
: -F 5�
0o
Permit Set
SEE TYPICAL DETAIL ON SHEET 04.01
THE CURBS TO THE ANGLES W/ FASTENERS INCLUDED WITH EQUIPMENT CURB BY MANUFACTURER. GENERATOR W/
Structural Drawing Updated 12 -20 -13
M
o
7) ALL REINF. BARS ON PLAN ARE #5 U.N.O. AMOUNT OF
FUEL TANK MAXIMUM SERVICE WEIGHT (WET) =2,900 LBS. FUEL TANK SERVICE WEIGHT (WET) =3,340 LBS.
Based on Architectural Backgrounds Dated 10 -28 -13
08/14113
BARS ARE INDICATED ON PLAN.
09113113
DeyelVngntal Agreement -2nd HeadDg
ea k
r,
4: .` >�fi
0 11
1 Or
(OEDERI
P:E: L• ORIDA"
.F
. a
REG. #60791
PERMIT SIFT
11/20/13
I
I
Z I I [ t I I Ci r
ARCHITECTURE &
C.
- INTERIOR DESIGN, INC.
-` - mANs m, I ARCfiI wnm I weam D6S m
C
m
745 odenta avenue, suite 1121
altamonte springs, fl 32701
-` phone: 407.830.1400
Ce fax: 407.830.4143
AA0002731
www.forumarchitecture.com
m
r
2
LL up° °pn
0 aoo °fin
C D
c
U
C
BENEFICIAL
COMMUNITIES
a 2206 Jo-An Drive Sarasota, FL 34231
Metro South
Apartments
South Miami, FL
i
SET DISTRIBUTIONS:
i
r
r
r
r
I
04123112
Owner Review
05116112
Site Plan Resubmission
05123112
Site Plan Resubmission
06/28112
Site an Resubmission
07124112
Owner Review
07131112
90% kDgress Set
08113112
Permit Set
06126113
8 Story Elevations
07117/13
61817 Sto Bevations
07118/13
417 Stojy Elevations _
08/14113
Develognental Agreement Revisions
09113113
DeyelVngntal Agreement -2nd HeadDg
10118113
Revision Prooress Set
11120113
Issued for Permit
Q SHEET REVISIONS:
10125113
4
Seven Story Revision
12124/13
5
Coordinatlon
03112114
10
AST Systems Comments
03126114
12
Building Depadrnent Comments #3
04107/14
15
Misc. Coordination
06118114
16
Structural Re-engineednIg
07!31 /14
17
Crane Tower Foundation Rev.
U
EDITED BY: Yp
r PROJECT NO. 11 -2795
U
Z
0
0
W
0
0
Foundation /
os
W First Floor Plan
D
W
F
U
Q
S3.10
0
LL
,