06-1523-0041 FIFTH
I FOUF
THIRC
1 SECONE
01-08
GROUND LEVEL PARKINGgv
TS -1
0 P.C.
SLOPE (SEE
ARCH_ DWGS_
SECTION
3/4" = 1' -0"
PC WALL
TS -1
2/S7 SIM
BETWEN P.C. WALL
SEE ARCH. PLANS
T.O.S. EL +0' -0"
7
-- SEE CONN. DETAIL
BY P.C. MANUFACTURER
SECONDARY POUR CONCRETE
PROTECTION OF BOLTS BY PC
T.O.F. EL -2' -0"
FOOTING, SEE 1/2- I.J.
PLAN & SCHEDULE
i -)
FOR REINFORCING
SEE PLAN
SLOPE (SEE
ARCH_ DWGS_
e: CONT.
SECTION
3/1 1 =1' 00"
111 ■1 ■ ■ ■■ ■1111 ■ ■_ ■ ■ ■■
111�wr�f —w.—i. �ll�w wa' ■ ■■
11lr::�llr::■Il�:aa ■■ •
■■■■■■■■■■■■■■■
-2' -0"
#606" TOP
EA. END TO LINE
4 & 6
NO TOP BAR
BETWEEN
4& 6
SECTION
3/4" = 1' -0"
CONT. 8 "x16" TIE BEAM
W /(2) #6T &B (2) #40MID
#306" O.C. 5" CONC. S.O.G.
SLOPE
Q SEE ARCH.
SECTION
1/16" = 1' -0"
SHEARWALL #2
" STAINLESS WEJ -IT
EYE BOLTS OR EQUAL
0 4 "O.C. (TYP. VERT.)
PLACE BOLTS AT
18' -0" O.C. (MAX.)
1 �r" (TYP.)
SEE P.C.
MANUFACTURE
S-� PROVIDE(2) 4 "x "x CONT.
B G. PADS
DBL/TEE SEE PLAN-
6,000 PSI GROUT
TOP OF WALL TO
BOTI OF BRG. PADS
N T.O. RAMP
(SEE PLAN)
FOR CONN. SEE
P.C. MANUF.
SECONDARY POUR CONCRETE
PROTECTION OF BOLTS BY PC
A I 2 #5 CONT.--/
TS 1
NOTE: SEE ARCH.
FOR TS -1 EXTEND TO
EXTERIOR FACE OF BUILDING
—1 (TYPICAL)
" CL
TS
SECTION
Al s
! „ S7
S7 3/4 = 1 -0
HERSHELL GILL
#608TOP &
BOTT. CONT.
6" BOTT.
EL +0' -0"
CONSULTING ENGINEERS INC■
305 667 -3631
FAX 305 665 -9298
EMAIL hgiII ®beH9outh.net
EB- 0003310
NCE DE LEON BLVD.
4601 PO
SUITE 350
CORAL GABII FL 33146
PROJECT # 0607
SECTION
3/4" = 1' -0"
PRECAST STAIRS
& DOWELS (-SEE
P.C. DRAWINGS)
2- J "0 HIq KWIK BOLTS
WWF 21-EMBEDMENT
1 " COMPRESSIVE
PROVIDE 1 " COMPRESSIVE `
MATERIAL FILL O MAS. WALL
TO FACE OF DT- STEM
AT BOTTOM OF DBL TEE
1" COMPRESSIVE MATERIAL
#5 CONT. #6012 "O.C.
CONT. 8 "02"'m BEAM 8 "CMU
W/2 #5 T &B #3 TIES O 5"
O.C.THRU OUT SEE B /S11
8" CONC. WALL W/ #6012" VERT.
OF WALL & #4012" HORIZ. FOR 8" BLOCK WALL
(SEE WALL DETAILS ON S6) W/ FILLED CELL. SEE S -2
& B /S -10END OF WALL TO P.C.
#6 DOWELS
012"
#5012" TOP
3 #5 CON.
TOP & BOTT.
A" �- #5012" BOTT
SECTION 9
3/4. _ 11_011 S7
srRUCTUru�
Ekokm
M80
WEMSMTM
12" STEM WALL
SHIM PLATES
W /408 E.F. VERT.
SEE PRECAST DWGS.
\i
f.
#408 E.F. HORIZ.
PL
-CONCMTE
WIF
F TIN
(SEE 00 G
P`Y :jf <h
.;
:t
2
H
SC EDULE
v
SECTION 9
3/4. _ 11_011 S7
srRUCTUru�
Ekokm
M80
WEMSMTM
U.
\i
f.
PL
L 4. "x0' -8 "LONG
W/ (2) �/16" VERTICAL SLOTTED
HOLES AT EACH END.
048" O.C. FOR 12" CMU WALL (3" MIN.)
AND 060" P.C. FOR 8" CMU WALL (12" MIN.)
2nd LEV. EL Al
• .a d s
0
a
s
c�
I
N
E "0 HILTI KWI BOLII IN
CAL SLOTTED HOLES 5" EMBEDMENT
CONT. 12 "x12" TIE BEAM ON 12" CMU
W/2 #5 T &B, #3 TIES 05" O.C. SEE B /S11
h
um s y
r\ 1. PROVIDE EXP. JOINT COVER
I OR FILTER FABRIC TO PREVENT
LOSS OF BACK FILL WHERE
I REQUIRED (TYPI
\ 2. PROVIDE " EXP. JT.
BETWEEN FADE OF COL &
BLOCK WALL (TV.)
5" CONC. S.O.G.
EL +0' -0"
A
EL -2' -0"
\i
f.
-CONCMTE
s`
/-12'
W/14411 -VERT EF.
v
- (3)J4 WkIZ. EF.
+
40
PROVIDE
X4012"
2x4 KEYWAY -
��
IN THE BENTONITE ±`
° ` x
.10
•
"
•.
RAMP ELEV')
VARIES -x,. .4: -. :;
r "r = •'�._�>
}x•
-
� - ��� ��� � �
BRACING
/ \�•�
1G FROM
L 4. "x0' -8 "LONG
W/ (2) �/16" VERTICAL SLOTTED
HOLES AT EACH END.
048" O.C. FOR 12" CMU WALL (3" MIN.)
AND 060" P.C. FOR 8" CMU WALL (12" MIN.)
2nd LEV. EL Al
• .a d s
0
a
s
c�
I
N
E "0 HILTI KWI BOLII IN
CAL SLOTTED HOLES 5" EMBEDMENT
CONT. 12 "x12" TIE BEAM ON 12" CMU
W/2 #5 T &B, #3 TIES 05" O.C. SEE B /S11
h
um s y
r\ 1. PROVIDE EXP. JOINT COVER
I OR FILTER FABRIC TO PREVENT
LOSS OF BACK FILL WHERE
I REQUIRED (TYPI
\ 2. PROVIDE " EXP. JT.
BETWEEN FADE OF COL &
BLOCK WALL (TV.)
5" CONC. S.O.G.
EL +0' -0"
1. PROVIDE EXP. JOINT COVER
OR FILTER FABRIC TO PREVENT
LOSS OF BACK FILL WHERE °
REQUIRED (TYPI SECTION
2\ PROVIDE 4" EXP. JT.
ZJA�NEEN FACE OF COL & / w w S7 h
BLOC( WALL (TYPI 3 4 = 1 -0 L 8 "x4"xi "x0' -8 "LONG W/ (2) 5/16"
VERTICAL SLOTTED HOLES AT EACH CND.
FOR 12" BLOCK WALL 048" O.C. FOR 12 "CMU WALL & 60" 0.C,�
W/ FILLED CELL SEE S -2 FOR 8" CMU WALL 2- J "0 HILT] KWIK"'
& B /S -10END OF WALL TO P.C. 2- J "0 HI TI KWIK BOLTS BOLTS IN VERTICAL
I
TS -1
1' 4"
I FOOTING = WALL TYP.
ECTION
1 5
3/4" = 1' -0" S7
0 "x12" TIE BEAM
W /(2) #5T &B #3 TIES
012" O.C.
1
A
A
10RM716 FUTURE
SLAB ON GRADE
_2�
3
WF54
(SEE FOOTING
SCHEDULE)
_�.
INE FOOTING QJNE' WALL
SECTHN
1 11
3/4 -1 -0
Proposed ew roiect
21" EMBEDMENT `
1• �
L ! R
2nd LEV. EL.:.
1 " COM ES VE MATERIAL (FILL) 1611,
a
dQ D =
BOTTOM OF '
P MAS. DBL TEE SLOTTED HOLES 5" EMBEDMENT INTO
TO DBL GROUTED CELLS
COMPRESSIVE MATERIAL (FILL)
w w w
"• CONT. 12 x 12 TIE BEAM ON 12 CMU
CONT. 8 "x 12"TIE BEAM ON 8" CMU W/2 #5 T &B # 3 TIES 05" O.C.SEE B -S11 4
W/2 #5 TI #3 TIES 0 5"
O.C.THRU OUT. SEE S -2 B /S11
d,4IE:
Q1. PROVIDE EXP. JOINT COVER °w
2 OR FILTER FABRIC TO PREVENT +''
LOSS OF BACK FILL WHERE
FOR 8" BLOCK WALL REQUIRED (`TYP.)'`�
W/ FILLED CELL SEE S -2 2. PROVIDE is EXP. JT.
- & B /S -1 OEND OF WALL TO P.C. .. A BETWEEN FACE OF COL &
BLOCK WALL (TYP.)
FOR 12" BLOCK WALL
WALL o `� W/ FILLED CELL SEE S -2
SEE SECTION 6 /S7 w
U & B /S -10END OF WALL TO P.C.
t0' -0" a
in
Al
�\ / \\ / \\
\/ �)
-2 TS -1
Y -
1914"
FOOTING
TIN
SEE 00 G
e
ty
SCHEDULE).. ,.; . >° ='_ FOOTING q = WALL (TYP.) Y
SECTION SECTION i� 2
6A 61'' TYP.:o MAS.
3/4" = 1' -0" S7 3/4" = 1' -0" S7r" FLA" .To DBLwTEE
South Miami Retail Pa rking Fac
S.W. 73N Street & 58th Avenue, Satin Miaml, Florida
NOTES.
F � •
date 5/26/06 sheet title Scale: 3/32 "= ��•'
SECTIONS `
re ision ''.z. sheet number i
06108/06 AND
DETAILS
ility 2Q 08110106
w .y ..
33 10/04/06 project number g 4
•4
drawn by D.M.
.i .
A
EL -2' -0"
\i
f.
1. PROVIDE EXP. JOINT COVER
OR FILTER FABRIC TO PREVENT
LOSS OF BACK FILL WHERE °
REQUIRED (TYPI SECTION
2\ PROVIDE 4" EXP. JT.
ZJA�NEEN FACE OF COL & / w w S7 h
BLOC( WALL (TYPI 3 4 = 1 -0 L 8 "x4"xi "x0' -8 "LONG W/ (2) 5/16"
VERTICAL SLOTTED HOLES AT EACH CND.
FOR 12" BLOCK WALL 048" O.C. FOR 12 "CMU WALL & 60" 0.C,�
W/ FILLED CELL SEE S -2 FOR 8" CMU WALL 2- J "0 HILT] KWIK"'
& B /S -10END OF WALL TO P.C. 2- J "0 HI TI KWIK BOLTS BOLTS IN VERTICAL
I
TS -1
1' 4"
I FOOTING = WALL TYP.
ECTION
1 5
3/4" = 1' -0" S7
0 "x12" TIE BEAM
W /(2) #5T &B #3 TIES
012" O.C.
1
A
A
10RM716 FUTURE
SLAB ON GRADE
_2�
3
WF54
(SEE FOOTING
SCHEDULE)
_�.
INE FOOTING QJNE' WALL
SECTHN
1 11
3/4 -1 -0
Proposed ew roiect
21" EMBEDMENT `
1• �
L ! R
2nd LEV. EL.:.
1 " COM ES VE MATERIAL (FILL) 1611,
a
dQ D =
BOTTOM OF '
P MAS. DBL TEE SLOTTED HOLES 5" EMBEDMENT INTO
TO DBL GROUTED CELLS
COMPRESSIVE MATERIAL (FILL)
w w w
"• CONT. 12 x 12 TIE BEAM ON 12 CMU
CONT. 8 "x 12"TIE BEAM ON 8" CMU W/2 #5 T &B # 3 TIES 05" O.C.SEE B -S11 4
W/2 #5 TI #3 TIES 0 5"
O.C.THRU OUT. SEE S -2 B /S11
d,4IE:
Q1. PROVIDE EXP. JOINT COVER °w
2 OR FILTER FABRIC TO PREVENT +''
LOSS OF BACK FILL WHERE
FOR 8" BLOCK WALL REQUIRED (`TYP.)'`�
W/ FILLED CELL SEE S -2 2. PROVIDE is EXP. JT.
- & B /S -1 OEND OF WALL TO P.C. .. A BETWEEN FACE OF COL &
BLOCK WALL (TYP.)
FOR 12" BLOCK WALL
WALL o `� W/ FILLED CELL SEE S -2
SEE SECTION 6 /S7 w
U & B /S -10END OF WALL TO P.C.
t0' -0" a
in
Al
�\ / \\ / \\
\/ �)
-2 TS -1
Y -
1914"
FOOTING
TIN
SEE 00 G
e
ty
SCHEDULE).. ,.; . >° ='_ FOOTING q = WALL (TYP.) Y
SECTION SECTION i� 2
6A 61'' TYP.:o MAS.
3/4" = 1' -0" S7 3/4" = 1' -0" S7r" FLA" .To DBLwTEE
South Miami Retail Pa rking Fac
S.W. 73N Street & 58th Avenue, Satin Miaml, Florida
NOTES.
F � •
date 5/26/06 sheet title Scale: 3/32 "= ��•'
SECTIONS `
re ision ''.z. sheet number i
06108/06 AND
DETAILS
ility 2Q 08110106
w .y ..
33 10/04/06 project number g 4
•4
drawn by D.M.
.i .