08-1272-039•
NEW TIE- -(
SEE PLAN
NEW REINF
SHALL BE
IN TO EXI:
FOOTINGS
CONC. TIE-
EPDXY. U�
BY REDHE�
04- 0405.(
NEW TIE -BEAM REINF.
SHALL BE EMBEDDED IN
TO EXIST, TIE BEAM 8" W/
EPDXY. USE G5 EPDXY BY
IPrr)W 1 en Kir)A U
TYP. NEW TIE COLUMN -I-
TIE BEAM CONNECTIONS
TO EXISTING TIE BEAMS
AND FOOTINGS
rA�D ETA I L
S -7 J SCALE: 3/4"=l 1-011
EXTERIOR INTERIOR
8" CONCRETE CONC. SLAB
REINFORCED BLOCK OR BEAM.
WALL (TYPICAL)
EL. SEE PUNS
T.0 SLAB lip A °
x x ' x ^-x
TYPICAL RECESS DETAIL AT SLAB OR BEAM
( _'� TYPICAL DETAIL
S-7 SCALE 3/4"=V-0"
BEAM / TIE BEAM
BENT CORNER BARS TO
MATCH TOP AND BOTTOM
BARS OF MORE HEAVELY
R EINFORCED INTERSECTING
BEAMS.
w
cf)
CL
w
UJI
uvi
w
w
c
BEAM / TIE BEAM
4
NOTES:
#5 DOWELS SPLICE
1 -LAP SPLICING SHALL NOT BE
LESS THAN THE URGER BAR
36" MIN.
PROVIDE CONTINUITY FROM
PUN VIEW 2- PROVIDE LAP SPLICE AS PER UP
SPLICE SCHEDULE.
BEAM CORNER BARS AND
K INTERSECTION DETAILS
�-7SCALE 3/4 "= V-10"
DRILL AND EPDXY LAP BARS 8" MIN.
INTO EXIST. TIE BEAM. LAP BARS 36"
MIN. SAME SIZE AND QUANTITY AS
TB /BEAM BARS. USE G5 EPDXY BY
REDHEAD NOA# 04- 0405.01
NEW TIE BEAM. SEE PLAN AND
SCHEDULE.
ACI STANDARD
HOOK. TYPICAL.
TOP OF T.B.
(V.I.F.)
A4 ;
Q' HZTAL DOWELS, SAME SIZE do
QUANTITY AS BEAM BARS. SEE
SPLICE SCHEDULE FOR
SPLICE LENGTH.
EXISTING WALL f;
ADJACENT FILL CELLS
WITH GROUT
F'c =3000 PSI °
.•
A .
° Arz %iroTil.Ai MAmn
w
EXIST. MASONRY TO
REMAIN (TYP.)
LAP SPLICE
SEE SCHEDULE
SCALE 3/4 "= 1' —O'"
CONC. TIE COLUMN
DUR -O -WALL HORIZONTAL
BLOCK WALL (9 GAGE)
AT 16 "c /c HORIZ.
•
4" MIN.
TIE COLUMNS POURED AFTER MASONRY
WALLS ARE CONSTRUCTED
BEAM / TIE BEAM G TYPICAL DETAI L
S_7 SCALE: 3/4 " =1" -0"
BEARING BLOCK WALL
(PROVIDE BLOCKS WITH EARS
FACING THE COLUMN EVERY
OTHER COURSE TYPICAL).
CONC. TIE COLUMN AS
SCHEDULED SEE PLAN.
DUR -O -WALL HORIZONTAL
BLOCK WALL (9 GAGE)
AT 16 "c /c HORIZ.
z Q °'
TIE COLUMNS POURED AFTER MASONRY
-BENT CORNER BARS TO
MATCH TOP AND BOTTOM
BARS OF MORE HEAVELY
REINFORCED INTERSECTING
BEAMS.
BEAM / TIE BEAM
PLAN VIEW
TYPICAL DETAIL
S'7 SCALE: 3/4 " =1' -0"
WELDED 30" (MIN.)
WIRE FABRIC
x x, x x.
O X X .
I
I-
8» HORIZONTAL
Q1 C NTINUOUS.
1
TYPICAL SECTION THRU
THICKENED CONCRETE EDGE
SCALE 3/4 "=V-O"
3 "x7j" LG 6GA
GALVANIZED WALL TIE
ANCHORS AT 16" c/c
IN GROUTED CELLS
3:x7j" LG 6GA
GALVANIZED WAL
ANCHORS AT 16
IN GROUTED CEL
3 "x7j" LG 6GA
GALVANIZED WALL TIE
ANCHORS AT 16" c/c
IN GROUTED CELLS
COLUMN
FORMED
DOVETAIL SLOT
GROUTED CELL
a
■ j :.,
•►♦ N • • • • • • •
•i• ►•• • ♦ a, ruY• • r •
• • • i • •
• V Y Y I• • V • •
Y V • V • t'V • V
••• • ♦• V•• Y • V
••i. •Y••• •►• YV•.
• • Y • . 11 •
• Y • ♦ • • V •
• • V Y
PLAN
WALL TIE
E ANCHOR DETAIL
S -7 SCALE: 3/4 " =V -0'"
�IC-4 1 1"
L
HEADED STUD (TYP)
_+ SEE STEEL COLUMN
SCHEDULE ON S -6
FOR REQUIREMENTS.
PAN
SECTION A: A
' I HSS COLUMN
NEW FULLY I SEE PUN
NOTE: USE THIS DETAIL REINFORCED 8" I I
WHEREVER NEW
MASONRY I I SEE COLUMN SCHEDULE ON
I I
MASONRY ABUTTS PROVIDE NEW 4 "CONC. S -6 FOR BASE PLATE
EXIST. MASONRY SLAB W/ #3 0 12" c/c j I j REQUIREMENTS.
AT MID - DEPTH. I I #4 0 16" C/C INSTALLED IN
v I I V 4" DEEP HOLES DRILLED INTO
EXIST. SLAB A I I A EXISTING SUB USING EPDXY
D DETAIL TO REMAIN Ty I I G5 (BY REDHEAD). TYPICAL.
I I NOA # 04- 0405.01
S -7 SCALE 3/4"=V-0" EL. 0' -0" I I
_
ill =III .: �II__l
-III —I . 4, ° . y �' ' , .: J • I —I I I—
CL
w I =I •. • °
CLEAN FINE SAND. NEW WALKWAY PAVERS. cn •
REF. ARCH SEE PUN do REF. ARCH. —III ° II i
WELL- COMPACTED FILL NEW 8 "X8 "XCONT. SAND =I I-
MATERIAL REF. ARCH CONTAINMENT PAD. SEE
U
PLAN. SEE PLAN FOR
FOOTING REINFORCING
SEE PUN
IN -SITU GRADE
MATERIALS TYP• INTERIOR FOOTING
�-7SCALE: 3/4 °= 1' -0"
SAND/GRAVEL
('-H CONTAINMENT CURB NEW 4" CONCRETE
SUB. SEE PUN.
S -7 SCALE: 3/4 " =1' -0"
#4 ® 16" C/C INSTALLED IN
4" DEEP HOLES DRILLED INTO
JAMB EXISTING SUB USING EPDXY
G5 (BY REDHEAD). TYPICAL. 22"
1"x6" P.T. WOOD BUCK NOA # 04- 0405.01
WITH J" O TAPCONS TO BE
TIE DOWN, SEE PLAN PLACED STARTING AT 4"
AND SCHEDULE FROM THE END OF BUCK I -
& AT 8" O.0 ELSEWHERE. EXISTING SLAB - III = III = III = III — III — III -III
1 -1 11 -1 I I —I 11 =1 I I —III-
WALL VERT. BARS SPACING ALL VERT. BARS SPACING SEE NOTE 1/S-2
MINIMUM EMBEDMENT = 2" TO REMAIN
AS SCHEDULED AS SCHEDULED
PROVIDE ADDITIONAL TIE DOWN BAR FOR
WALL REINF. PLACED AT HALF THE SPACING 0.5 x WALL IMPACT RESISTANT
SPECIFIED IN THE MASONRY WALL SCHEDULE BAR SPACING GLAZING OR STORM
AS MEASURED FROM THE NEAREST JAMB SHUTTER REQUIRED.
REINFORCEMENT. NOTE:
SEE TYPICAL LINTEL DETAIL FOR
ADDITIONAL INFORMATION
('m'
TYPICAL JAMB DETAIL
�-7SCALE: 3/4" = V-0"
TYP. DETAIL @ NEW & EXIST. SLABS
SCALE 3/4 " =1' -0"
CITY o! sou H nnlnrti�l
BUILDING DEFT'
STRUCTURAL
CTION
APPRp11ED 8Y`
Dl5LewlsArchit`cturs +Design
AR0017357 ID0004536
•
www.dbla1.us
120 NE 27 ST. # 500 /MIAMI, FL 33137
T 305.572.1220 / Fx 305.572.9161
n.y.y3'
y cv��,
' r
,ter ` }r, •.+ ,r`,�
FREDY TAIN, IF,,,S.II" LTC. NO. 61011
SEAL / SIGNxTuRE
/j/
Am
SOMI
C A 1= E
PROJECT # 0804
5800 SW 73 RD ST
SOUTH MIAMI, FL 33143
LESSEE:
WILLY QUINTANA
301 COLLINS AVE, SUITE 2707
MAIMI BEACH, FL 33141
F.305.867.7073
STRUCTURAL ENGINEER:
TAIN - RAMIREZ, INC
C.A. # 27157
2000 N.W. 89 PL. MIAMI, FL
P: 305 639 9800
ftain tain- ramirezxom
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L.TRIANA 8 ASSOCIATES, INC
CONSULTING ENGINEERS
C.A.# 26644
9701S.W. 56th St.
MIAMI FL 33165
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ILLUSION LANDSCAPE & DESIGN
MIAMI, FL
LESSOR:
ROGER D. SHAY & W. GRACE D
13635 DEERING BAY RD, PH 293
CORAL GABLES, FL 33151 -2812
REVISIONS DATE
ISSUE DATE OCT/ 31 / 2008
DWN MG APPRV FT
Drawing:
Scale:
SHOWN
Phase:
PERMIT - CONSTRUCTION
Sheet Number:
S -7
4
#5 DOWELS SPLICE
NEW STARTER COLUMN.
36" MIN.
PROVIDE CONTINUITY FROM
NEW CONCRETE
FOOTING TO TIE BEAM. MIN.
''
SUB
SPLICE 36 ". SEE PUN FOR
REINFORCEMENT.
.,,-
. . , q
HOOKED BARS 12"
#5 BARS DRILLED AND EPDXIED INTO
VERT
VERT IN CONC FILLED
EXIST. FOOTING OR GRADE BEAM. MIN
CELL.
°
EMBED 0' --8 ". TYP. USE G5 EPDXY
REDHEAD, NOA# 04- 0405.01
EXISTING CMU WALL
EXISTING FOOTING OR
• y 4 • • .. •
GRADE BEAM
•
TO REMAIN
.a:• •
a
3' -0"
NOTE= USE THIS
DETAIL AT
ALL STARTER COLUNMS SEE LAP SPLICE
PLAN
NEW FOOTING OR GRADE
BEAM. SEE PLAN.
STARTER COLUMN DETAIL
LAP SPLICE
SEE SCHEDULE
SCALE 3/4 "= 1' —O'"
CONC. TIE COLUMN
DUR -O -WALL HORIZONTAL
BLOCK WALL (9 GAGE)
AT 16 "c /c HORIZ.
•
4" MIN.
TIE COLUMNS POURED AFTER MASONRY
WALLS ARE CONSTRUCTED
BEAM / TIE BEAM G TYPICAL DETAI L
S_7 SCALE: 3/4 " =1" -0"
BEARING BLOCK WALL
(PROVIDE BLOCKS WITH EARS
FACING THE COLUMN EVERY
OTHER COURSE TYPICAL).
CONC. TIE COLUMN AS
SCHEDULED SEE PLAN.
DUR -O -WALL HORIZONTAL
BLOCK WALL (9 GAGE)
AT 16 "c /c HORIZ.
z Q °'
TIE COLUMNS POURED AFTER MASONRY
-BENT CORNER BARS TO
MATCH TOP AND BOTTOM
BARS OF MORE HEAVELY
REINFORCED INTERSECTING
BEAMS.
BEAM / TIE BEAM
PLAN VIEW
TYPICAL DETAIL
S'7 SCALE: 3/4 " =1' -0"
WELDED 30" (MIN.)
WIRE FABRIC
x x, x x.
O X X .
I
I-
8» HORIZONTAL
Q1 C NTINUOUS.
1
TYPICAL SECTION THRU
THICKENED CONCRETE EDGE
SCALE 3/4 "=V-O"
3 "x7j" LG 6GA
GALVANIZED WALL TIE
ANCHORS AT 16" c/c
IN GROUTED CELLS
3:x7j" LG 6GA
GALVANIZED WAL
ANCHORS AT 16
IN GROUTED CEL
3 "x7j" LG 6GA
GALVANIZED WALL TIE
ANCHORS AT 16" c/c
IN GROUTED CELLS
COLUMN
FORMED
DOVETAIL SLOT
GROUTED CELL
a
■ j :.,
•►♦ N • • • • • • •
•i• ►•• • ♦ a, ruY• • r •
• • • i • •
• V Y Y I• • V • •
Y V • V • t'V • V
••• • ♦• V•• Y • V
••i. •Y••• •►• YV•.
• • Y • . 11 •
• Y • ♦ • • V •
• • V Y
PLAN
WALL TIE
E ANCHOR DETAIL
S -7 SCALE: 3/4 " =V -0'"
�IC-4 1 1"
L
HEADED STUD (TYP)
_+ SEE STEEL COLUMN
SCHEDULE ON S -6
FOR REQUIREMENTS.
PAN
SECTION A: A
' I HSS COLUMN
NEW FULLY I SEE PUN
NOTE: USE THIS DETAIL REINFORCED 8" I I
WHEREVER NEW
MASONRY I I SEE COLUMN SCHEDULE ON
I I
MASONRY ABUTTS PROVIDE NEW 4 "CONC. S -6 FOR BASE PLATE
EXIST. MASONRY SLAB W/ #3 0 12" c/c j I j REQUIREMENTS.
AT MID - DEPTH. I I #4 0 16" C/C INSTALLED IN
v I I V 4" DEEP HOLES DRILLED INTO
EXIST. SLAB A I I A EXISTING SUB USING EPDXY
D DETAIL TO REMAIN Ty I I G5 (BY REDHEAD). TYPICAL.
I I NOA # 04- 0405.01
S -7 SCALE 3/4"=V-0" EL. 0' -0" I I
_
ill =III .: �II__l
-III —I . 4, ° . y �' ' , .: J • I —I I I—
CL
w I =I •. • °
CLEAN FINE SAND. NEW WALKWAY PAVERS. cn •
REF. ARCH SEE PUN do REF. ARCH. —III ° II i
WELL- COMPACTED FILL NEW 8 "X8 "XCONT. SAND =I I-
MATERIAL REF. ARCH CONTAINMENT PAD. SEE
U
PLAN. SEE PLAN FOR
FOOTING REINFORCING
SEE PUN
IN -SITU GRADE
MATERIALS TYP• INTERIOR FOOTING
�-7SCALE: 3/4 °= 1' -0"
SAND/GRAVEL
('-H CONTAINMENT CURB NEW 4" CONCRETE
SUB. SEE PUN.
S -7 SCALE: 3/4 " =1' -0"
#4 ® 16" C/C INSTALLED IN
4" DEEP HOLES DRILLED INTO
JAMB EXISTING SUB USING EPDXY
G5 (BY REDHEAD). TYPICAL. 22"
1"x6" P.T. WOOD BUCK NOA # 04- 0405.01
WITH J" O TAPCONS TO BE
TIE DOWN, SEE PLAN PLACED STARTING AT 4"
AND SCHEDULE FROM THE END OF BUCK I -
& AT 8" O.0 ELSEWHERE. EXISTING SLAB - III = III = III = III — III — III -III
1 -1 11 -1 I I —I 11 =1 I I —III-
WALL VERT. BARS SPACING ALL VERT. BARS SPACING SEE NOTE 1/S-2
MINIMUM EMBEDMENT = 2" TO REMAIN
AS SCHEDULED AS SCHEDULED
PROVIDE ADDITIONAL TIE DOWN BAR FOR
WALL REINF. PLACED AT HALF THE SPACING 0.5 x WALL IMPACT RESISTANT
SPECIFIED IN THE MASONRY WALL SCHEDULE BAR SPACING GLAZING OR STORM
AS MEASURED FROM THE NEAREST JAMB SHUTTER REQUIRED.
REINFORCEMENT. NOTE:
SEE TYPICAL LINTEL DETAIL FOR
ADDITIONAL INFORMATION
('m'
TYPICAL JAMB DETAIL
�-7SCALE: 3/4" = V-0"
TYP. DETAIL @ NEW & EXIST. SLABS
SCALE 3/4 " =1' -0"
CITY o! sou H nnlnrti�l
BUILDING DEFT'
STRUCTURAL
CTION
APPRp11ED 8Y`
Dl5LewlsArchit`cturs +Design
AR0017357 ID0004536
•
www.dbla1.us
120 NE 27 ST. # 500 /MIAMI, FL 33137
T 305.572.1220 / Fx 305.572.9161
n.y.y3'
y cv��,
' r
,ter ` }r, •.+ ,r`,�
FREDY TAIN, IF,,,S.II" LTC. NO. 61011
SEAL / SIGNxTuRE
/j/
Am
SOMI
C A 1= E
PROJECT # 0804
5800 SW 73 RD ST
SOUTH MIAMI, FL 33143
LESSEE:
WILLY QUINTANA
301 COLLINS AVE, SUITE 2707
MAIMI BEACH, FL 33141
F.305.867.7073
STRUCTURAL ENGINEER:
TAIN - RAMIREZ, INC
C.A. # 27157
2000 N.W. 89 PL. MIAMI, FL
P: 305 639 9800
ftain tain- ramirezxom
MECH, ELEC, PLUMB, FIRE PROTECT. ENG:
L.TRIANA 8 ASSOCIATES, INC
CONSULTING ENGINEERS
C.A.# 26644
9701S.W. 56th St.
MIAMI FL 33165
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ILLUSION LANDSCAPE & DESIGN
MIAMI, FL
LESSOR:
ROGER D. SHAY & W. GRACE D
13635 DEERING BAY RD, PH 293
CORAL GABLES, FL 33151 -2812
REVISIONS DATE
ISSUE DATE OCT/ 31 / 2008
DWN MG APPRV FT
Drawing:
Scale:
SHOWN
Phase:
PERMIT - CONSTRUCTION
Sheet Number:
S -7