12-86 4OF7-0381 2 3
n n
M 1 L R. 8"CMU BEYOND
1" EXP.JT. FILLER MAT'L.
6" P.C.PANEL III IIII W /SEALANT TYP. AT WALLS.
W.W.F. (SEE PLAN)
III II
VAPOR BARRIER
0' -0" III
LT.O. SLAB
IIII PRECAST PANEL CONN. DTL.
2,_0„ Lill BY PRECAST MANUFACTURER
_
T.O. FTG.
I K
ins
logo
I H
I G
mm
ME
rein
0
Li
J
a.
x
w
Qi
° ° d ° d • a
° m
d ° e• e e
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4 U 4 4
° #801.2 "• .TOP d•
4
e ` & BT. EA. ° WAY.
d 9 °°
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ok
III III =111 111 111
r_i_� SECTION
S4.03 SCALE) /2 %P -0"
CONC. COL
BEYOND.
8 "CMU -
8 "CMU WALL
BEYOND
4 5 6 '7 8 0 10 11 12 13 14
1 1.1
8 "CMU BEYOND
Th., 1 "EXP. JT. FILLER MAT'L.
W /SEALANT TYP. AT WALLS. 8 "CMU BEOYOND COL 6'- 3'(N.T.S.)
SAND FILLED W.W.F. (SEE PLAN) #5 @12" „ /SEALANT FILLER
AT WALLS.
CMU'S. A. WAY,CENTERED. 8 CMU 8 "CMU WALL
3 #5 TOP 8 "CONC, WALL BEYOND W.W.F. (SEE PLAN)
0' -0 EQ. SPA.
" 0' -0" 0' -0"
T.O. SLAB T.O. SLAB d ° T.O. SLAB
1' -2" 1' -6" #5@ 12" EA. WAY I I- r
I —I #8@ 12 O.C. ELEVATOR PIT 8 CO C. WALL 1 =1I VAPOR B RRIER
TOP. s" CENTERED.
BEYOND' !I'
VAPOR BARRIER I 8 @12" 0 C TOP & BT A WAY
-2,_p„ 1 11111111
T.O. FTG. ° °
° d
a °d °
#861 °2 "° aTOP° d•
& 8T. EA. ° WAY. -
° d °
° • d
2 SECTION VAPQR BARRIER
S4.03 SCALER /2 " =1'4"
T
-1" EXP. JT. FILLER MAT'L.
/SEALANT TYP. AT WALLS.
- .W.F. (SEE PLAN)
p, -p„ p,_0„
° T.O. SLAB T.O. SLAB
° d
III =1 8 CONC. WALL 1 =11i VAPOR B RRIER
11 W / #5@ 12” O.C.
#5@12" DWL'S. 6" g' 1 ' _6" ELEVATOR PIT
A.WAY.
e 5 @12" TOP OF MAT BEYOND
1 "X5" SHEAR KEY CONC.WALL BEYOND
# 6 @6" O.C. EA. WAY
/
W 4' PVC WATER STOP. WATER STOP < d ELEVATOR SUMP PUMP PIT
TOP & BOT. CENTERED.
(TYP. U.N.O.) 7" SEE DTL. A /P -15 (TYP.) # 10@ 12" O.C. 1'- 6 "X1'- 6 "X1'- if
—4- L, I V 4 "CLR. COVER
d
b .4
I d
d d
e • ° d
/1 ° ° d
U° • ° e°°
a d
d
CRANK REBAR '
°° °
AS REQ'D TO CLEAR • d
WATER STOP.
d ° /
• e ° d
EXISTING PILE #10 @12" O.C. 2 "X6" SHEAR KEY
TOP & BOT. W /WATER STOP.
A. WAY.
DRILL DOWEL & EPDXY
GROUT 14" INTO EXISTING
PILE CAP.
ELEV.A -4
(`_6 SECTION
�01SCALE:1 /2 %1' -0"
8 "CMU
#5 @12"
A WAY CENTERED.
NEOPRERt-��
PAD
E. ANCHOR 1/2" DIA.
MIN. 2' EMBED.
SPC. @ 12" O.C.
42
L- 3"X3"X1/2'�
STEEL WATER
STOP.
EXISTING CONCRETE J
TYPICAL WATER STOP DETAIL
AT FACE OF EXISTING CONC.
("_A DETAIL
S4.03 SCALE:N.T.S.
-4' -p" * Q TOP. d
T.O.ELEV. PIT w T.O.ELEV. PIT
=III- d
& EPDXY a: 3 #6 TOP 1 °
GROUT 12" INTO EXISTING X (3 EQ. SPA. 1111= d ; ° d
PILE CAP. _ a- =III-
d • •e
° d • #10 @12" O.C.
e° 4
•°
� � I I I � 1= ° d° • .
EXISTING PILE CAP � d " TOP @ BOT.
_ ° d °
EA. WAY.
w
EXISTING PILE = III -11 ,,,III = III -III=
3 #6 X 3' -6"
EA. WAY O.C. LONG.
ELEV.A -4
K`_7�SECTION
S4.03 SCALE:1 /2 " =1' -0"
TOP OF MAT BEYOND
0' -0"
T 0 SLAB
111 1 1111 8„ 1'- � ELEVATOR PIT
e
3 #5 TOP
EQ. SPA.
ELEVATOR SUMP PUMP PIT
1'- 6 "X1'- 6 "X1' -6"
— M° T.O.ELEV. PIT
I ° ° °
I:
11= °° -
° III = III =11
2"X4!' SHEAR KEY 1' I G ° III =1 I 1 -I 11=
W/ 4" PVC WATER STOP. III I I: ° ° d ° �I 1 I N
(TYP. U.N.O.) iii d
-1 11 -1 11 =1 11 -1 11 =1 11- 0 3#5 TOP, A. WAY.
VAPOR BARRIER EQ. SPC.
ELEV.B -1
(`_12 SECTION
S4.03 SCALE) /2 " =1' -0"
*COORDINATE ELEVATOR PIT DEPTH
WITH ARCHT. DWG'S AND ELEVATOR
MANUFACTURER.
C/lkin nni
SE
BI
D(
VE
1' -0"
ELEV.A -4
K�_8 SECTION
S4.03 SCALER /2 %V -0"
15 16 17 _ 18
CONC. COL 17'- 4 "(N.T.S.)
BEYOND.
8" CONC. WALL „
W/ #5 @12 EA. WAY 8 CMU WALL
TvTj
CENTERED. BEYOND
1 w4-. %I F] 0, -p„
T.O. SLAB
CRANK REBAR -' 11 =1 I 1 8 ° 8" CO C. WALL
AS REQ'D TO CLEAR111111 d
a BEYOND N
WATER STOP.
d Q
T.O. CONC. MAT
• d ° d ° d-
1" X5" SHEAR KEY- ° ° #8 @12" O.C. TOP & BT.A. WAY.
W/ 4' PVC WATER STOP.
ae
(TYP. U.N.O.) ° T4,-p„
T.O.ELEV. PIT
d
d ° o
°d ° ° d I
2 "X6" SHEAR KEY #8 @12" O.C. TOP & BT.A. WAY.
W/ 6" PVC WATER STOP. ELEV.A -1 & A -2
(TYP. U.N.O.)
r�5 SECTION
S4.03 SCALE) /2 " =1' -0"
CONC- COL.
8" CMU 8" CONC.WALL BEYOND,SEE VARIES
'�'�
W.W.F. (SEE PLAN) W/ #5@ 12" O.C. SCHED.
� A. WAY. 104 rik p,_p„ I
T.O. SLAB I) II
-� I 1 =1 I I ° ELEVATOR PIT
'11111 ° ° WALL BEYOND
I
2 "X4" SHARKEY 1'- 6 "X1'- 6 "X1' -6"
W /4" PVC WATER STOP. o SUMP PUMP PIT
DRILL, DOWELS
WITJ EPDXY 3 #8 EQ. SPC. #8 @12" O.C.
TOP &
GROUT.(16" INTO (TYP.) 2'_0» .
EXISTING PILE CAP. A. WAY.
A 4/
d ° °
d °
d ° iD e d
• ° -4 -I m
• e
EXISTING PILE 1 ° °
N . d °<
CAP. ° d
iD ° °
d
° • of e
d
° d
I ° °• e
N d d 3 #8 TOP &
3 #8 A. WAY.
3 #8 BOT. A. WAY
EQ. SPC.
2' -10"
SUMP PIT DETAIL
9 SECTION
S4.03 SCALE:1 /2 " =1' -0"
SHEARWALL REINF.
Q FIN. FLOOR 14 °
Uj
w
V) p, -p„
� \ T.O. FIN. FLR.
- IIIIIIIIII
VAPOR BARRIER III N
r 41 ELEVATOR PIT
d •
e d
d ° ° • ° ° d
d° ° °
° d ° O,
° s ° I
• ° °
e ° ° ° ° d
_4, -p„
° d • °
T.O.ELEV. PIT
e d ° e ° • d b
° de ° ° nd ed ° ° °d ° °
d • • ° d °
d
1 ° 4
°
° 1
2"X6" SHEAR KEY ° d d 1 1
.4 C4
W/ 4" PVC WATER STOP. ° °
• d
SEE SHT. S6.03
FOR FTG. REINF.AND SIZE. 3' -4" 2' -0" ® B3
3' -0" ® B1
ELEV.B -1 & B -3
K'_1_3 SECTION
S4°03 3/4 " =1' -0"
RE 101 1
GIVIN I I � IN
(`_14SECTION
S4.03 SCALE:1 /2 %1' -0"
Iq1 4' -0" 1 �T
11 11 REPEAT NOTES AND,
DOWELS MATCH 1j - 1� DIMENSIONS SAME
COL. REINF. 11 11 S SECTION 9/S4.0�
SCHED.
d° ° ° ° Q • d
•1d.4
° d e ° °) d e °
° d ° ° • e ° d ° e <
d ° ° 1° e 1 -4
d d
d
d . ° ° ° d
° °
-111- III - III,,- III -111- ° ° °
° ° °
°d
d ° d -
•
d a • • d
•d
SUMP PIT DETAIL
K`1_o SECTION
S4.03 SCALE:1 /2 " =1' -0"
0' -0" °
T.O. SLAB
ELEVATOR PIT III it I �-
I -11 3 BARS TOP
°
WALL BEYOND. °° ,-
EQ. SPC.
ELEVATOR SUMP PUM D PIT ° d MATCH MAT REINF.
1'-6"X1'-6"X1"-6$p
2 "X6" SHEAR KEY
ARIES / 4' PVC WATER STOP.
d SEE P U.
PLAN _ ,_p�
- .4 T.0 tLEV. PIT
• °
MAT REINF. da ' °
I ° °
° ° SSE 41PLAN • ° °
1 ° d 44
N . ° ° d
IIII o
4
° IIII I
• ° e
d° ° e
I_I�III��II1 =_4 4 ° °° ° VIII
- III = III -III ° • °
d _
I1- 111 -111 —III- °
1�
e d °
III=
1 °
� I —I � I —I � I —I � I —I I
3 BARS EA. WAY = III , III - III - III -III-
(EQ. SPC.)
SIZE MACTH MAT
REINF. ELEV. C -5
1 SECTION
S4.03 SCALE:1 /2 " =1' -0"
1 � 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 17 18
M ,%AiL V�uUiL
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, Ind 46207
(317) 636 -1600
L
K
THE
COMIKALi
COMPANY
ll
1111 Lincoln Road Mall
Suite 510
Miami Reach, FL. 33139
(305) 532 -0433
J
A
w
E
H
G
is
11M��l
I "rd\ ITT\ I� I
ARCHITECTURE - ENGINEERING
PLANNING • INTERIOR DESSIGN
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
TOP OF MAT BEYOND
EAA
FAX (305) 666 -4994
0002416
J
EUGENIO M. SANTIAGO, P.E.
R
ISTERED ENGINEER (CIVIL /STRUCT.)
FL. REG. NO. 19673
D
��f1i`rrrrr��P♦
t: •IE
Q¢ _
F
ISSUE DATE
.o
. cv
c
- „
2'- 0
REVISION DATE
08-07-96
-
PRICING DOC.
12 -10 -96
-
1 "X5" SHEAR KEY
0
_Z
8 01 -14 -97
- U
- w
.o
e
B
T.O. CONC. MAT
°d ° e d
=0-
_Q
<
CADD FILE NAME
ELEVATOR SUMP PUMP PIT
W/ 4 "PVC WATER S
OP
DRAWING TITLE
FOUNDATION SECTIONS
SHEET NUMBER
A
°
°°
-VI I
°
°de
°
1,_6 „X1,- 6 „X1, -6”
(TYP. U.N.O.)
7d
1' —Z
e
d
d
II
e.
%
_, %
. °
„
-4, 0
I
IIIIII
° d
°
8
• °
LEV. PIT
e
•
g
e
T.O.ELEV. PIT
d
II
°
°
^
$"
M�
d
d
a
VIII
e
a %
_
_
a
I I
°°
°
III =III =1t
° III =III =1 I
CRANK REBAR
„
2 X6 SHEAR KEY
AS REQ'D TO CLEAR
W/ 6 "PVC WATER
STOP.
1
WATER STOP.
Ii —I i I —i i I— III —I i I —I i
-1 11 -1 I -1 11 -1 I I i 11.
ELEV.A -1 & A -2
(TYP. U.N.O.)
3 #8 TOP, EA. WAY.
SECTION
-
4
3 #8 BOT. EQ. SPC.
54.03 SCALE:1 /2 " =1' -0"
ELEV.A -1 & A -2
(*"3SECTION
S4.03 SCALE:1 /2 %1' -0”
p, -p„ p,_0„
° T.O. SLAB T.O. SLAB
° d
III =1 8 CONC. WALL 1 =11i VAPOR B RRIER
11 W / #5@ 12” O.C.
#5@12" DWL'S. 6" g' 1 ' _6" ELEVATOR PIT
A.WAY.
e 5 @12" TOP OF MAT BEYOND
1 "X5" SHEAR KEY CONC.WALL BEYOND
# 6 @6" O.C. EA. WAY
/
W 4' PVC WATER STOP. WATER STOP < d ELEVATOR SUMP PUMP PIT
TOP & BOT. CENTERED.
(TYP. U.N.O.) 7" SEE DTL. A /P -15 (TYP.) # 10@ 12" O.C. 1'- 6 "X1'- 6 "X1'- if
—4- L, I V 4 "CLR. COVER
d
b .4
I d
d d
e • ° d
/1 ° ° d
U° • ° e°°
a d
d
CRANK REBAR '
°° °
AS REQ'D TO CLEAR • d
WATER STOP.
d ° /
• e ° d
EXISTING PILE #10 @12" O.C. 2 "X6" SHEAR KEY
TOP & BOT. W /WATER STOP.
A. WAY.
DRILL DOWEL & EPDXY
GROUT 14" INTO EXISTING
PILE CAP.
ELEV.A -4
(`_6 SECTION
�01SCALE:1 /2 %1' -0"
8 "CMU
#5 @12"
A WAY CENTERED.
NEOPRERt-��
PAD
E. ANCHOR 1/2" DIA.
MIN. 2' EMBED.
SPC. @ 12" O.C.
42
L- 3"X3"X1/2'�
STEEL WATER
STOP.
EXISTING CONCRETE J
TYPICAL WATER STOP DETAIL
AT FACE OF EXISTING CONC.
("_A DETAIL
S4.03 SCALE:N.T.S.
-4' -p" * Q TOP. d
T.O.ELEV. PIT w T.O.ELEV. PIT
=III- d
& EPDXY a: 3 #6 TOP 1 °
GROUT 12" INTO EXISTING X (3 EQ. SPA. 1111= d ; ° d
PILE CAP. _ a- =III-
d • •e
° d • #10 @12" O.C.
e° 4
•°
� � I I I � 1= ° d° • .
EXISTING PILE CAP � d " TOP @ BOT.
_ ° d °
EA. WAY.
w
EXISTING PILE = III -11 ,,,III = III -III=
3 #6 X 3' -6"
EA. WAY O.C. LONG.
ELEV.A -4
K`_7�SECTION
S4.03 SCALE:1 /2 " =1' -0"
TOP OF MAT BEYOND
0' -0"
T 0 SLAB
111 1 1111 8„ 1'- � ELEVATOR PIT
e
3 #5 TOP
EQ. SPA.
ELEVATOR SUMP PUMP PIT
1'- 6 "X1'- 6 "X1' -6"
— M° T.O.ELEV. PIT
I ° ° °
I:
11= °° -
° III = III =11
2"X4!' SHEAR KEY 1' I G ° III =1 I 1 -I 11=
W/ 4" PVC WATER STOP. III I I: ° ° d ° �I 1 I N
(TYP. U.N.O.) iii d
-1 11 -1 11 =1 11 -1 11 =1 11- 0 3#5 TOP, A. WAY.
VAPOR BARRIER EQ. SPC.
ELEV.B -1
(`_12 SECTION
S4.03 SCALE) /2 " =1' -0"
*COORDINATE ELEVATOR PIT DEPTH
WITH ARCHT. DWG'S AND ELEVATOR
MANUFACTURER.
C/lkin nni
SE
BI
D(
VE
1' -0"
ELEV.A -4
K�_8 SECTION
S4.03 SCALER /2 %V -0"
15 16 17 _ 18
CONC. COL 17'- 4 "(N.T.S.)
BEYOND.
8" CONC. WALL „
W/ #5 @12 EA. WAY 8 CMU WALL
TvTj
CENTERED. BEYOND
1 w4-. %I F] 0, -p„
T.O. SLAB
CRANK REBAR -' 11 =1 I 1 8 ° 8" CO C. WALL
AS REQ'D TO CLEAR111111 d
a BEYOND N
WATER STOP.
d Q
T.O. CONC. MAT
• d ° d ° d-
1" X5" SHEAR KEY- ° ° #8 @12" O.C. TOP & BT.A. WAY.
W/ 4' PVC WATER STOP.
ae
(TYP. U.N.O.) ° T4,-p„
T.O.ELEV. PIT
d
d ° o
°d ° ° d I
2 "X6" SHEAR KEY #8 @12" O.C. TOP & BT.A. WAY.
W/ 6" PVC WATER STOP. ELEV.A -1 & A -2
(TYP. U.N.O.)
r�5 SECTION
S4.03 SCALE) /2 " =1' -0"
CONC- COL.
8" CMU 8" CONC.WALL BEYOND,SEE VARIES
'�'�
W.W.F. (SEE PLAN) W/ #5@ 12" O.C. SCHED.
� A. WAY. 104 rik p,_p„ I
T.O. SLAB I) II
-� I 1 =1 I I ° ELEVATOR PIT
'11111 ° ° WALL BEYOND
I
2 "X4" SHARKEY 1'- 6 "X1'- 6 "X1' -6"
W /4" PVC WATER STOP. o SUMP PUMP PIT
DRILL, DOWELS
WITJ EPDXY 3 #8 EQ. SPC. #8 @12" O.C.
TOP &
GROUT.(16" INTO (TYP.) 2'_0» .
EXISTING PILE CAP. A. WAY.
A 4/
d ° °
d °
d ° iD e d
• ° -4 -I m
• e
EXISTING PILE 1 ° °
N . d °<
CAP. ° d
iD ° °
d
° • of e
d
° d
I ° °• e
N d d 3 #8 TOP &
3 #8 A. WAY.
3 #8 BOT. A. WAY
EQ. SPC.
2' -10"
SUMP PIT DETAIL
9 SECTION
S4.03 SCALE:1 /2 " =1' -0"
SHEARWALL REINF.
Q FIN. FLOOR 14 °
Uj
w
V) p, -p„
� \ T.O. FIN. FLR.
- IIIIIIIIII
VAPOR BARRIER III N
r 41 ELEVATOR PIT
d •
e d
d ° ° • ° ° d
d° ° °
° d ° O,
° s ° I
• ° °
e ° ° ° ° d
_4, -p„
° d • °
T.O.ELEV. PIT
e d ° e ° • d b
° de ° ° nd ed ° ° °d ° °
d • • ° d °
d
1 ° 4
°
° 1
2"X6" SHEAR KEY ° d d 1 1
.4 C4
W/ 4" PVC WATER STOP. ° °
• d
SEE SHT. S6.03
FOR FTG. REINF.AND SIZE. 3' -4" 2' -0" ® B3
3' -0" ® B1
ELEV.B -1 & B -3
K'_1_3 SECTION
S4°03 3/4 " =1' -0"
RE 101 1
GIVIN I I � IN
(`_14SECTION
S4.03 SCALE:1 /2 %1' -0"
Iq1 4' -0" 1 �T
11 11 REPEAT NOTES AND,
DOWELS MATCH 1j - 1� DIMENSIONS SAME
COL. REINF. 11 11 S SECTION 9/S4.0�
SCHED.
d° ° ° ° Q • d
•1d.4
° d e ° °) d e °
° d ° ° • e ° d ° e <
d ° ° 1° e 1 -4
d d
d
d . ° ° ° d
° °
-111- III - III,,- III -111- ° ° °
° ° °
°d
d ° d -
•
d a • • d
•d
SUMP PIT DETAIL
K`1_o SECTION
S4.03 SCALE:1 /2 " =1' -0"
0' -0" °
T.O. SLAB
ELEVATOR PIT III it I �-
I -11 3 BARS TOP
°
WALL BEYOND. °° ,-
EQ. SPC.
ELEVATOR SUMP PUM D PIT ° d MATCH MAT REINF.
1'-6"X1'-6"X1"-6$p
2 "X6" SHEAR KEY
ARIES / 4' PVC WATER STOP.
d SEE P U.
PLAN _ ,_p�
- .4 T.0 tLEV. PIT
• °
MAT REINF. da ' °
I ° °
° ° SSE 41PLAN • ° °
1 ° d 44
N . ° ° d
IIII o
4
° IIII I
• ° e
d° ° e
I_I�III��II1 =_4 4 ° °° ° VIII
- III = III -III ° • °
d _
I1- 111 -111 —III- °
1�
e d °
III=
1 °
� I —I � I —I � I —I � I —I I
3 BARS EA. WAY = III , III - III - III -III-
(EQ. SPC.)
SIZE MACTH MAT
REINF. ELEV. C -5
1 SECTION
S4.03 SCALE:1 /2 " =1' -0"
1 � 2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 17 18
M ,%AiL V�uUiL
NATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, Ind 46207
(317) 636 -1600
L
K
THE
COMIKALi
COMPANY
ll
1111 Lincoln Road Mall
Suite 510
Miami Reach, FL. 33139
(305) 532 -0433
J
A
w
E
H
G
is
11M��l
I "rd\ ITT\ I� I
ARCHITECTURE - ENGINEERING
PLANNING • INTERIOR DESSIGN
54.03
OF
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
TEL (305) 666 -5474
EAA
FAX (305) 666 -4994
0002416
EB 0002354
EUGENIO M. SANTIAGO, P.E.
R
ISTERED ENGINEER (CIVIL /STRUCT.)
FL. REG. NO. 19673
D
��f1i`rrrrr��P♦
t: •IE
Q¢ _
:o
ISSUE DATE
.o
. cv
c
: °
-�
REVISION DATE
08-07-96
-
PRICING DOC.
12 -10 -96
-
0
_Z
8 01 -14 -97
- U
- w
.o
B
=0-
_Q
CADD FILE NAME
S403 —RT
DRAWING TITLE
FOUNDATION SECTIONS
SHEET NUMBER
A
54.03
OF