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\TION
TO DRAIN
RCH. DWGS. 11 ROOF DECK
SEE A/S11
29' -0"
1. &.Wm
A
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f'WRPN1
I S 11' t
A2
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511
1 A2
STAIRS & ELEVATOR ROOF
FRAMING PLAN SCALE: 3/32 =1' -0M
NOTES: As NOTE
1. TOP OF 8" PC SLAB ELEVATION IS ON PLANS. 2
2. FOR ROOF DRAIN (FD) SEE ARCHITECTURAL AND PLUMBING DRAWINGS.
3. TOP OF STEEL ELEVATION IS +58' -9" U.O.N.
4. * COORDINATE & PROVIDE DIMENSION FROM PRECAST MANUFACTURER.
PC WALL BEYOND
.a •
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SEE ARCH.
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T.O.WALL
A
1'
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An
SEE PRECAST MANUF:
FOR WALL CONN.
L 4 "x 4 "x"
w/ "Ox 5" LONG
"HIL " KWIK BOLTS
- EXTEND WALL REINF. INTO
SLAB TURN DOWN 0 DOOR SHIM PACK (SEE
PRECAST DRAWINGS) N
#4 0 8" O.C. HORIZ. #4 0 8" O.C.
HORIZ. EA. FACE
6'-11-(FOR ELEVATOR 1.
9' -0 -(FOR ELEVATOR #2)
�- #4 0 8-O.C. VERT. #4 0 8" O.C. VERT.
SUMP PIT
12" (SEE MECH. DWGS.)
v #5 E.W.0
Wa
0.
ASH -
t-
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v
a
FOOTING SCHEDULE
MARK
ELEV.
SIZE
DEPTH
81 1TOM REINFORCING
TOP REINFORCING
NOTES
L w• CONT. s.w. 7RAN
L.W. coNr• s.w. TRAN
F9.0
-2' -0"
9'- 0 "x9' -0"
30"
8 #8
8 #8
8 #5
8 #5
I
F9X11
-2' -0"
9' -0 "x11' -0"
24"
6 #6
6 #6
7 #6
7 #6
&F1 0.0
-2'-O*U.O.N.
10' -0 "x10' -0"
30"
10 #8
10 #8
9 #5
9 #5
N
F12
-2' -0"
12' -0 "x12' -0"
32"
12 #8
12 #8
12 #5
12 #5
F12.5
-2' -0"
12' -6 "x12' -6"
36"
13 #8
13 #8
13 #5
13 #5
WF42
-2' -0"
3' -6" WIDE
24"
6 #6
#606"
6 #5
#506"
a �
WF18
-2' -0"
18" WIDE
16"
5 #5
#5024"
3 #5
#4024"
CONT. REINF.
TRHU FOOTING
WF24
-2' -0"
2' -0" WIDE
16"
5 #5
#5024"
WF30
-2' -0"
2' -6" WIDE
16"
5 #5
#5024"
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WF4X3
-2' -0"
3' -0" WIDE
16"
5 #5*
4#5*
3 #5
#4024"
WF54
-2' -0"
4' -6" WIDE
18"
5 #5
#5010"
5 #5
#5010"
NOTES:
1. SEE ALSO PLAN SHEET S -2 FOR TOP OF FOOTING ELEVATIONS
2. PROVIDE CORNER BARS AT ALL INTERSECTIONS.
3. *HOOKED 4�iR$. A LEI. _ _
PC WALL
'v
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v a d SLAB
e A d ��
IN -• d ��\
`6,000 psi CONT.
NON- SHRINK GROUT
AT EA. COL. SECT.
(SEE PRECAST DWGS.)
i SEE PRECAST MANUF.
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HERSHELL GILL
CONSULTING ENGINEERS INC.
305 667 -3631
FAX 305 665 -9298
EMAIL hgUWbellsouthnet
EB— 0003310
4601 PONCE DE LEON BLVD.
SUITE 350
CORAL GABLES, FL 33146
PROJECT # 0607
SEE ARCH.
T.O.WALL
2
#4 0 3-O.C. EF. —
T & BOTT. REM 0
6 "O.C. HORIZ.& TIES
-5' -0
s RUCTU u.
M
1' -6" L
SH EAR WALL #1
9" 9"
SEE PRECAST MANUF.
FOR CONN.
1" NON SHRINK GROUT
MIN. Vc = 6,000 P.S.I.
T #60 12 "O.C. VERT.
20
TO tNE VERT.
9" OR L11- " 1' �, 11 " �,
11 �- FOOTING SEE PLAN
SECTION
1/2" = 1' -0" S -6
A2
SH WALL #1
4" 5-15 " 4"
s SEE PRECAST MANUF.
SEE ARCH. = - FOR CONN.
., ,
s
h ; 1 " NON SHRINK GROUT
MIN. Vc = 6,000 P.S.I.
-2' -0"
T.O.WALL
SEE PRECAST MANUF.
FOR DOWEL SIZE & LOCATIONS
vr_n y�: -j,ni
#4 0 3-O.C. EF. �► "
TOP AND REM 0
6 "O.C. HORIZ.& TIES �r }'
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F10 SAME AS SECT 1 /S6
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2' -0' 2' -0" 2' -0'
4' -8' 5' -4' MAX. MAX. MAX.
12' -2" FOOTING SETEPS
12' -4"
I 2' -0'
TO. COL �E
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PARTIAL FOUNDATION PLAN DETAIL �A2
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2' -0' 2' -0" 2' -0'
4' -8' 5' -4' MAX. MAX. MAX.
12' -2" FOOTING SETEPS
12' -4"
I 2' -0'
TO. COL �E
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A
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PARTIAL FOUNDATION PLAN DETAIL �A2
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ARWALL # 3 F
Proposed New Project
OUNDA
tAi
� ON
TION DETAILrA
1/40n1*—o• s—
DEPTH = 60"
OUTER LAYER
South Retail & Parking
S.W. 73rd Street & 58th Avenue, South Miami, Florida
6Z47A ii:IP]:1Vi; i ZiI;'j 1
W/ LUBRICANT TO PREVENT 12"
BONDING TO CONCRETE
PLACE DOWEL INSIDE
-1/4"0 PLASTIC SLEEVE
�/ t . &SEAL THOROUGHLY.
2"0 SMOOTH e : :'
DOWELS 0 24" O.C. : " ?`s ^ "Y::..:
WALL
12" \_SIKAFLEX 2C POLYURETHANE ELASTOMERIC
SEALANT BY 'SIKH' CORP. PLACE FULL
HEIGHT & WIDTH OF WALL EXPANSION JOINT.
EXPANSION JOINT
NOTE: SEE PLAN FOR LOCATION.
ItT.3/4* (Typ•)
=7't+;' x4•„` _r f m. { y+v7�� k;'x,„ - . xf'y:.' WALL
CONTROL JOINT- 2 X 6 CONT.
SEE DET. BELOW VERT. KEY
CONSTRUCTION JOINT
NOTE: SEE PLAN FOR LOCATION.
3/4" (TY'•)
-' - :r „•'t =,-..' S' „<>;` >.'.' 3131`
WALL
SEE NOTE BELOW - VERT.
JOINTS 30' -0” O.C. MAX.
FULL HEIGHT OF WALL
CONTROL JOINT
CONCRETE & RETAINING WAtL DETAILS,
date 05/26/06
revision
06108106
�- 08/10/06
10/04/06
sheet title
N.T.S.
NOTES: 1. FILL EXTERIOR FACE JOINTS WITH SIKAFLEX 1A
ELASTOMERIC SEALANT BY 'SIKA CORP.'
2. SEE GENERAL CONSTRUCTION NOTES ON S1 CONRTETE NOTE
NOTE FOR WATER PROTECTION.
FOOTING SCHEDULE
SECTIONS & DETAILS
project number
drawn by D.M.
Scale: 3/32 " =1' -0"
sheet number
S -6
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ARWALL # 3 F
Proposed New Project
OUNDA
tAi
� ON
TION DETAILrA
1/40n1*—o• s—
DEPTH = 60"
OUTER LAYER
South Retail & Parking
S.W. 73rd Street & 58th Avenue, South Miami, Florida
6Z47A ii:IP]:1Vi; i ZiI;'j 1
W/ LUBRICANT TO PREVENT 12"
BONDING TO CONCRETE
PLACE DOWEL INSIDE
-1/4"0 PLASTIC SLEEVE
�/ t . &SEAL THOROUGHLY.
2"0 SMOOTH e : :'
DOWELS 0 24" O.C. : " ?`s ^ "Y::..:
WALL
12" \_SIKAFLEX 2C POLYURETHANE ELASTOMERIC
SEALANT BY 'SIKH' CORP. PLACE FULL
HEIGHT & WIDTH OF WALL EXPANSION JOINT.
EXPANSION JOINT
NOTE: SEE PLAN FOR LOCATION.
ItT.3/4* (Typ•)
=7't+;' x4•„` _r f m. { y+v7�� k;'x,„ - . xf'y:.' WALL
CONTROL JOINT- 2 X 6 CONT.
SEE DET. BELOW VERT. KEY
CONSTRUCTION JOINT
NOTE: SEE PLAN FOR LOCATION.
3/4" (TY'•)
-' - :r „•'t =,-..' S' „<>;` >.'.' 3131`
WALL
SEE NOTE BELOW - VERT.
JOINTS 30' -0” O.C. MAX.
FULL HEIGHT OF WALL
CONTROL JOINT
CONCRETE & RETAINING WAtL DETAILS,
date 05/26/06
revision
06108106
�- 08/10/06
10/04/06
sheet title
N.T.S.
NOTES: 1. FILL EXTERIOR FACE JOINTS WITH SIKAFLEX 1A
ELASTOMERIC SEALANT BY 'SIKA CORP.'
2. SEE GENERAL CONSTRUCTION NOTES ON S1 CONRTETE NOTE
NOTE FOR WATER PROTECTION.
FOOTING SCHEDULE
SECTIONS & DETAILS
project number
drawn by D.M.
Scale: 3/32 " =1' -0"
sheet number
S -6