12-347-022T
EXISTING GONG.
TIE BEAM
I I
I DRILL 3/41 HOLES x5" DEEP
AND FILL WITH SIMP50N SET
ANCHORING ADHESIVE.
I I
1 -05 DOWEL x31 -0' LONG
1 5 IN BLOCK CELL FILLED
li�7--WITH 3000 PSI GONG. GROUT.
A A _ --
j�--� SAW GUT EXTERIOR - - - -
FACE OF BLOCK AS '
I
SHOWN IN ORDER t0
5" MIN CEELLL tE A CONT. TI
SECON A — A
I I �J I 1
105 DOWEL x3' -0" LONG
I
r TOP OF EXISTING FOOTING
/ DRILL 314 1t HOLES xV
DEEP AND FILL WITH
51MPWN SET ANCHORING
ADHESIVE.
DETAIL �
SCALE : 3/4" ■ 1' -011
BOTTOM OF EXIST. TB. BOTTOM OF EXIST. TB.
I
DRILL 1 10 HOLES x8" DEEP A DRILL 1't HOLES x8' DEEP
AT CENTER OF TIE BEAM AT CENTER OF TIE BEAM
13 ^= AND FILL WITH 51MPWN SET 2 +1 DOWELS 24' DOWELS • • ANCHORING H SIMPSON SET
ANCHORING ADHESIVE.
I -»T DOWEL x 3' -s' LONG 1 -01 DOWEL x 3' -8' LONG
a ' (TOTAL OF 3)
CONCRETE TIE COLUMN, DRILL 314' + 7
SEE PLAN AND 4 5 TIE COLUMN HOLES x 5' CONCRETE TIE COLUMN,
' SCHEDULE FOR REINF. REINF. DEEP AND FILL TC -5, SEE PLAN AND
WITH 51MP5ON - SCHEDULE FOR REINF.
SECTION 5-e- 5ET ANCHORING
rA A
ADHESIVE.
LU 2-5 DOWEL x V -0 LONG LU _ 2 -5 DOWEL x V -0 LONG
U
N � TOP OF EXIST. FOOTING ,.,
TOP OF EXIST. FOOTING
- '
� DRILL 3/4 "t HOLES x6' DRILL 3/4'1 HOLES x6'
- r DEEP AND FILL WITH - �- - - DEEP AND FILL WITH
SIMPSON SET ANCHORING SIMP50N SET ANCHORING
ADHESIVE. ADHESIVE.
DETAIL C DETAIL �
SCALE -3/4" . 11 -011 SCALE : 3/4"
S -� S -�
VERIFY WITH ARCH. DRAWINGS
DRILL -%14't HOLES x
I&' DEEP AT CENTER
OF BEAM a FILL WITH
- — - - - - SIMPSON SET
ANCHORING
ADHESIVE
S GAGE JOINT II
LADDER TYPE AT EVERY
SECOND COURSE.
1 -5 DOWEL x 3' -6' LONG
1 5 IN BLOCK CELL FILLED
WITH CONC. GROUT.
1 -5 DOWEL x 3' -6' LONG
TOP OF EXISTING
FOOTING
DRILL 3/4' HOLES x 0' -6'
DEEP FILL WITH 51MP50N
SET ANCHORING
ADHESIVE (TYP.)
DETAIL �
SCALE : 3/4" . 11 -011 -
10" 10"
(4) %'t TITEN
%II CDX PLYWOOD
10d NAILS -
HD BOLTS ,
NEW BEAM, R5-1
SHEATHING WITH 10d
•411c/c
: •
SEE BEAM
INTO CONC
NAILS • 4 "c /c ALL
PLATE, FIT TIGHT 0 a
TOP OF EXIST.
SCHEDULE
70P OF NEW
SUPPORT.
WITH 11241 6INIFt_-f4 •..
CONC. TIE BEAM - - --
'
COL. TO
..•.
PREFAB. WOOD
TITEN HD •16'c /c,
c =
MATCH EXIST.
HURRICANE STRAP, SEE
TRUSSES • 24 "c /F MAX.
41/211 EMBED.
.
•
NOTES ON SHEET 5-3 FOR
`
ADHESIVE.
•
A '
REQUIREMENTS
RAKED TB,
A
-
4
• ••`
`�•
SEE BEAM
I I I I
10d NAILS • 4 "c%
.•.
SCHEDULE
DRILL 3�4't HOLES A
2x6 P.T. BLOCKING BETWEEN
EXISTING
6x6 -WI.4xWIA
x 5' DEEP H FILL
2 s5 T. t B. DOWELS
OUTRIGGER AND TRUSS.
•
CONC. TB.
WITH 51MP50N SET A '
x31 -0' LONG.
2x P.T. CONT. FASCIA
IN BLOCK CELL
, .
ANCHORING � .
A jT
1:.11
WITH (3) 16d NAILS
INTO CONC.
FILLED WITH
ADHESIVE.
III — III —II • A -..
—III -1 =1
EACH SUPPORT.
1 x
— � .
NEW CONC. TIE COLUMN SEE
FILL BLOCK
EL: +10' -8
+�
�.
CELLS SOLID WITH
NEW TIE COLUMN
T O. BEAM
4 , A I I
4
III III
4 05 HOOKED TOP EACH
WAY.
5J•12'c /G
CONC. GROUT. � -
TC -2,
is
1x6 T. t G.
2x6 CONT. WITH �2't
Y
L_
4.'.
, I I A
Li
SHEATHING WITH
SIMPSON TITEN HD
5 DOWELS • 24'
05
(2) 10d NAILS
024'c/c
III SEE BEAM •
EACH SUPPORT.
,'.
SCHEDULE
ALL TRUSS t0
GIRDER TRUSS
TRUSS
SIMPSON SET ANCHORING
CONNECTIONS
R5-2 BEYOND, SEE
A
SHALL BE
BEAM 5CHEDULE
A
EDGE OF EXIST.
MIN.
DESIGNED BY
BLOCK WALL
2
SCALE :3/4" . 11 -011
.'
-
MANUFACTURER
/DE5IGNER
,
R15-4, SEE BEAM
4
SCHEDULE
NEW WF -16 CONIC.
EXIST. GONG. FtG.
FTG•
_ -
TOP OF NEW
FOOTING TO
` A MATCH EXIST.
+ �..
DRILL si4't HOLES xV__�Lj
2 05 DOWELS
DEEP AND FILL WITH
x31 -0'
SIMPSON SET ANCHORING
ADHESIVE.
MC -1 BEYOND• -�
DETAIL
�
SCALE : 3/4" ■ 1' -0"
c r
:J r�J
MC-1 BEYOND
BOTTOM OF EXIST. TB. BOTTOM OF EXIST. TB.
I
DRILL 1 10 HOLES x8" DEEP A DRILL 1't HOLES x8' DEEP
AT CENTER OF TIE BEAM AT CENTER OF TIE BEAM
13 ^= AND FILL WITH 51MPWN SET 2 +1 DOWELS 24' DOWELS • • ANCHORING H SIMPSON SET
ANCHORING ADHESIVE.
I -»T DOWEL x 3' -s' LONG 1 -01 DOWEL x 3' -8' LONG
a ' (TOTAL OF 3)
CONCRETE TIE COLUMN, DRILL 314' + 7
SEE PLAN AND 4 5 TIE COLUMN HOLES x 5' CONCRETE TIE COLUMN,
' SCHEDULE FOR REINF. REINF. DEEP AND FILL TC -5, SEE PLAN AND
WITH 51MP5ON - SCHEDULE FOR REINF.
SECTION 5-e- 5ET ANCHORING
rA A
ADHESIVE.
LU 2-5 DOWEL x V -0 LONG LU _ 2 -5 DOWEL x V -0 LONG
U
N � TOP OF EXIST. FOOTING ,.,
TOP OF EXIST. FOOTING
- '
� DRILL 3/4 "t HOLES x6' DRILL 3/4'1 HOLES x6'
- r DEEP AND FILL WITH - �- - - DEEP AND FILL WITH
SIMPSON SET ANCHORING SIMP50N SET ANCHORING
ADHESIVE. ADHESIVE.
DETAIL C DETAIL �
SCALE -3/4" . 11 -011 SCALE : 3/4"
S -� S -�
VERIFY WITH ARCH. DRAWINGS
DRILL -%14't HOLES x
I&' DEEP AT CENTER
OF BEAM a FILL WITH
- — - - - - SIMPSON SET
ANCHORING
ADHESIVE
S GAGE JOINT II
LADDER TYPE AT EVERY
SECOND COURSE.
1 -5 DOWEL x 3' -6' LONG
1 5 IN BLOCK CELL FILLED
WITH CONC. GROUT.
1 -5 DOWEL x 3' -6' LONG
TOP OF EXISTING
FOOTING
DRILL 3/4' HOLES x 0' -6'
DEEP FILL WITH 51MP50N
SET ANCHORING
ADHESIVE (TYP.)
DETAIL �
SCALE : 3/4" . 11 -011 -
10" 10"
(4) %'t TITEN
-
ease sea
HD BOLTS ,
211 511
53/4' EMBED.
11
: •
_
INTO CONC
; . • •
PLATE, FIT TIGHT 0 a
`^
EACH ENDS
r
WITH 11241 6INIFt_-f4 •..
:
..•.
TITEN HD •16'c /c,
I I
41/211 EMBED.
r
`
ADHESIVE.
I I
..
03 •12' TOP
— —
• •
• ••`
`�•
314'x10'
I I I I
.i•r.
.•.
}E CONT. WITH
0600
EXISTING
6x6 -WI.4xWIA
TITEN HD BOLTS
05 VERT. 1932110/G
•
CONC. TB.
'.r•�
r
010'c1c, 53/4' EMBED.
IN BLOCK CELL
, .
TO REMAIN
A jT
1:.11
INTO CONC.
FILLED WITH
III — III —II • A -..
—III -1 =1
.�14
1 x
— � .
NEW CONC. TIE COLUMN SEE
CONC. GROUT.
+�
�.
PLAN AND SCHEDULE.
u;
' •a
4 , A I I
4
III III
4 05 HOOKED TOP EACH
WAY.
5J•12'c /G
'
W W J
2 5 BOTT. EACH SIDE Or-
ELEVATION
SCALE : 3/4" ■ 11 -011 -
112" EXPANSION __\
JOINT MATERIAL
4' GONG. SLAB
REINF. WITH
4' CONIC. SLAB &x&- WI.4xW1.4 W.W.M.
EL: _01_611 REINF. WITH
6x6- WI.4xWl.4 W.W.M.
T.O. SLAB x�: x= X_ x— x— x— x� x..�' x—+ x -T.
�•' I--I�I I —I � I- -1 I I III I I I-
x —x • • I- VAPOR BARRIER
COMPACTED FILL
8"x12' CONC. j
THICKENED EDGE
W= -16, SEE FOOTING
WITH 2 05 OTT. CONT. I
B L
III
4' CONC. SLAB
REINF. WITH
6x6- W1.4xWi.4 W.W.M.
+
1= III -III-
2 05 CONT.
- -�
F -3 BEYOND, SEED I F -3 BEYOND, SEE-), �. 4
SCHEDULE I SCHEDULE I .0 •
SECTION
SCALE : 3/4" • 11 -0" S
• •i.ou
Yu•i
ease sea
•
1
r 3x8 CONT. TOh„ . .
: •
•
;
; . • •
PLATE, FIT TIGHT 0 a
I I
- -4
r
WITH 11241 6INIFt_-f4 •..
:
..•.
TITEN HD •16'c /c,
I I
41/211 EMBED.
r
`
ADHESIVE.
I I
..
03 •12' TOP
— —
• •
• ••`
`�•
•rr •••
I I I I
.i•r.
.•.
•...
0600
.i
6x6 -WI.4xWIA
r •
05 VERT. 1932110/G
•
1.611 .
'.r•�
r
"10.00 •
IN BLOCK CELL
, .
A jT
1:.11
FILLED WITH
III — III —II • A -..
—III -1 =1
.�14
1 x
— � .
x —x'_x
CONC. GROUT.
+�
�.
III
4' CONC. SLAB
REINF. WITH
6x6- W1.4xWi.4 W.W.M.
+
1= III -III-
2 05 CONT.
- -�
F -3 BEYOND, SEED I F -3 BEYOND, SEE-), �. 4
SCHEDULE I SCHEDULE I .0 •
SECTION
SCALE : 3/4" • 11 -0" S
NEW tb' CONC.
SLAB REINF. WITH
DOUBLE LAYER OF
&x& - W1.4xW1.4
WELDED WIRE MESH
EL: 0'-0"
T.O. SLAB M K4 X irl
, A 4* -
T
171TI= • .
EXISTING CONIC. I- I
GROUND SLAB TO =I
REMAIN
SECTION 3
SCALE: 3/4" ■ 1' -011 ..
iu
U
J
.4
C14
NEW 6" BLOCK WALL
REINF. WITH 5 VERT.
046" c/c IN BLOCK
CELLS FILLED WITH
CONC. GROUT.
EXISTING CONIC. GARAGE
SLAB TO REMAIN
%11 CDX PLYWOOD —
SHEATHING WITH 10d
NAILS • 4 1'c /c ALL
SUPPORT.
PREFAB. WOOD
TRUSSES • 24 "c /c MAX.
Ixb T. < G. SHEATHING WITH (2)-
106 NAILS EACH SUPPORT.
2x4 CROSS BRACING WITH (2)-
I&d TOE NAILS EACH SUPPORT
10d NAILS
•4118/c
"A
i�
c;l'`r C;tiYi 1 It.I.tR
1 n
3x8 CONT. TOP
PLATE, FIT TIGHT
WITH 1/2'1 SIMPSON
TITEN HD •16'c1c,
41/2" EMBED.
-RAKED TB,
SEE BEAM
SCHEDULE
5 VERT. 032"t
IN BLOCK GEL
FILLED WITH
GONG. GROUT.
R15-4, SEE BEAM
SCHEDULE
V V
V
' w
V Y
y
INCO RATED
Y,
nARCTIFFECTURR
UABANDESIGN
ORAL GABLE' 3,
�r
W
U
W Z
UW
Z,3
_
w N
�u
to }
LU
OIC 0
I`•
%n
tlf
wW
LU 0
0.0
to Z
w
iaa
ww�
Q W
°i
0z
.1 0
Cd F
t ;
V0
Z
0
0
t
DRAWINGS AND SPEC IFIOATIONS AS
INSTRUMENTS OF PROFESSIONAL
SERVICE, ARE AND SHALL REMAIN
THE PROPERTY OF THE ARCHITECT.
THESE DOCUMENTS ARE NOT TO BE
USED, IN WHOLE OR IN PART, FOR
ANY OTHER PROJECTS OR
PURPOSES, OR BY ANY OTHER
PARTIES, THAN THOSE PROPERLY
AUTHORIZED BY CONTRACT.
WITHOUT THE SPECIFIC WRITTEN
AUTHORIZATION OF SARDINAS
ARCHITECTS, INC.
Client's Information
MR 4 MR5
CAR-05 DE CESF'EDES
SOW NW fie 5T
MIAMI, FL 33166
Date 10 JAN 12
Drawn By GC
SECTION 4 Checked By M5
Revisions
SCALE : 3/4" ■ I' -011 -
f,
«� *�� (_,J� p'•�%/n �ir� Project Number
l/.�} • SAFTI01
Sheet
X01
*'� " FRANCISCO CUELLO JR. P.E., INC.
' i' �(]� •. { Consulting Cfvtl /5tructural Engineer
141 ALHAMBRA CIRCLE SUITE 200
CORAL CsA8LE5, FL 33134
' ; ,� (305) 561 -0125
•� ►r r r t y Reg. No. 40081 Of
5_6
EXISTING GONG.
GROUND FLOOR SLAB.
L — —
TC -5 BEYOND
I I
- -4
DRILL ti2't HOLES x4'
I I
DEEP AND FILL WITH
I I
51MPSON SET ANCHORING
r
ADHESIVE.
I I
03 •12' TOP
— —
4' GONG. SLAB
EACH WAY
I I I I
REINF. WITH
_
6x6 -WI.4xWIA
A
Lw I
W1llM.
a
a
�'
A jT
1:.11
III — III —II • A -..
—III -1 =1
.�14
1 x
— � .
x —x'_x
,_,.,x+.
+�
�.
u;
' •a
4 , A I I
4
III III
4 05 HOOKED TOP EACH
WAY.
5J•12'c /G
'
W W J
2 5 BOTT. EACH SIDE Or-
L_
4.'.
EXIST. FOOTING
DRILL 3/4'1 HOLES x61
DEEP AND FILL WITH
SIMPSON SET ANCHORING
ADHESIVE.
MIN.
V.I .F.
MIN.
SECTION
2
SCALE :3/4" . 11 -011
-
NEW tb' CONC.
SLAB REINF. WITH
DOUBLE LAYER OF
&x& - W1.4xW1.4
WELDED WIRE MESH
EL: 0'-0"
T.O. SLAB M K4 X irl
, A 4* -
T
171TI= • .
EXISTING CONIC. I- I
GROUND SLAB TO =I
REMAIN
SECTION 3
SCALE: 3/4" ■ 1' -011 ..
iu
U
J
.4
C14
NEW 6" BLOCK WALL
REINF. WITH 5 VERT.
046" c/c IN BLOCK
CELLS FILLED WITH
CONC. GROUT.
EXISTING CONIC. GARAGE
SLAB TO REMAIN
%11 CDX PLYWOOD —
SHEATHING WITH 10d
NAILS • 4 1'c /c ALL
SUPPORT.
PREFAB. WOOD
TRUSSES • 24 "c /c MAX.
Ixb T. < G. SHEATHING WITH (2)-
106 NAILS EACH SUPPORT.
2x4 CROSS BRACING WITH (2)-
I&d TOE NAILS EACH SUPPORT
10d NAILS
•4118/c
"A
i�
c;l'`r C;tiYi 1 It.I.tR
1 n
3x8 CONT. TOP
PLATE, FIT TIGHT
WITH 1/2'1 SIMPSON
TITEN HD •16'c1c,
41/2" EMBED.
-RAKED TB,
SEE BEAM
SCHEDULE
5 VERT. 032"t
IN BLOCK GEL
FILLED WITH
GONG. GROUT.
R15-4, SEE BEAM
SCHEDULE
V V
V
' w
V Y
y
INCO RATED
Y,
nARCTIFFECTURR
UABANDESIGN
ORAL GABLE' 3,
�r
W
U
W Z
UW
Z,3
_
w N
�u
to }
LU
OIC 0
I`•
%n
tlf
wW
LU 0
0.0
to Z
w
iaa
ww�
Q W
°i
0z
.1 0
Cd F
t ;
V0
Z
0
0
t
DRAWINGS AND SPEC IFIOATIONS AS
INSTRUMENTS OF PROFESSIONAL
SERVICE, ARE AND SHALL REMAIN
THE PROPERTY OF THE ARCHITECT.
THESE DOCUMENTS ARE NOT TO BE
USED, IN WHOLE OR IN PART, FOR
ANY OTHER PROJECTS OR
PURPOSES, OR BY ANY OTHER
PARTIES, THAN THOSE PROPERLY
AUTHORIZED BY CONTRACT.
WITHOUT THE SPECIFIC WRITTEN
AUTHORIZATION OF SARDINAS
ARCHITECTS, INC.
Client's Information
MR 4 MR5
CAR-05 DE CESF'EDES
SOW NW fie 5T
MIAMI, FL 33166
Date 10 JAN 12
Drawn By GC
SECTION 4 Checked By M5
Revisions
SCALE : 3/4" ■ I' -011 -
f,
«� *�� (_,J� p'•�%/n �ir� Project Number
l/.�} • SAFTI01
Sheet
X01
*'� " FRANCISCO CUELLO JR. P.E., INC.
' i' �(]� •. { Consulting Cfvtl /5tructural Engineer
141 ALHAMBRA CIRCLE SUITE 200
CORAL CsA8LE5, FL 33134
' ; ,� (305) 561 -0125
•� ►r r r t y Reg. No. 40081 Of
5_6