13-872-013'IEW WNC. TIE BEAM,
;EE PLAN AND SCHEDULE
jk EL. = 12' -0"
T.O. NEW T.B.
A
r-
a �
o�
m �
�o
IEW MASONRY WALL
!EINF.
EL. = 8' -2" (V.I.F.)
T.O. EXIST, T.B.
XIST. CONC. TIE BEAM
0 REMAIN
T.B. -1 T.B. -7
T.B. —7 SEE
T.B. -1, SEE BEAM BEAM SCHEDULE
SCHEDULE
1,
+12'- 0" °" s
P°
. . P
P P
TC -1, SEE ( OLUMN P
SCHEDULE j
IF
NEW BLOCK WALL
RILL 3/4.0 HOLES THRU EXIST. TIE
EAM AND FILL WITH SIMPSON SET T.O. EXIST. T.B.
KHORING SYSTEM FOR OVERHEAD USE. +8' -2" (V.I.F)
— #5 DOWEL AS SHOWN
XIST. BLOCK WALL
O REMAIN
#5 IN BLOCK CELL FILLED
JITH 3000 PSI CONC. GROUT,
A SEE PLAN FOR LOCATION.
—SAW CUT EXTERIOR FACE OF —
BLOCK AS SHOWN IN ORDER
( IN TO CREATE A CONT. CELL
A
SECTION A-
' 1 #5 DOWEL x3' -0" LONG
TOP OF EXISTING
FOOTING
DRILL 3/4 "0 HOLES x6" DEEP
AND FILL WITH SIMPSON SET
ANCHORING SYSTEM.
r5-'%� DETAIL
S -3 " "
SCALE: 3/4 = 1' -0
�— — —_
CHIP —OUT EXISTIN'. TB,
AND LEAVE EXIST. REINF.
IN PLACE,
NEW MASONRY WALL
REINF. OR OPENING-
DRILL 1" HOLES x 0' -6"
DEEP AT CENTER OF COL
AND FILL WITH SIMPSON
SET ANCHORING ADHESIVE
4 DETAIL
S -3 SCALE: 3/4" = 1' -0"
NEW CONC.
TIE BEAM,
SEE PLAN AND SCHEDULE
NEW MASONRY
WALL REINF.
EXIST. CONC. TIE
BEAM TO REMAIN
EXIST. BLOCK
WALL
TO REMAIN
SAW CUT EXISTING
WALL IN ORDER TO
POUR NEW COLUMN,
SEE SCHEDULE
(1) #7 DOWN x
S -6" LONG
PER EACH PAIR
OF COL REINF.
TOP OF EXISTING
FOOTING
CENTER OF EXISTING
11E BEAM I laws 1.
LF1=1
TC-1, SEE COLUMN
SCHEDULE
DRILL 7/8.0 HOLES X 6"
DEEP & FILL W/ SIMPSON SET
AT CHORING ADHESIVE
EXIST. CONC. TIE BEA
i-TO REMAIN
n� - - — - - 4
EXTEND JOINT REINF. 4" MIN.
INTO NEW TC (TYP.)
A X16" O.C. AD. > EXIST BLOCK
NEW REINF. MASONRY 17, R WALL
WALL
FILL ALL CELLS WITH CONC.
AT DOWELS LOCATION
® En cL
co
3" #5 DOWELS X3' -0" `N/
LONG
D
NEW FTG., SEE SCHEDULE D w ., .D:
AND PLAN . > ` ¢ EXIST. CONC. FTG.
DRILL 3/4 "0 HOLES X 6"
DEEP & FILL W/ SIMPSON SET
ANCHORING ADHESIVE
NEW STARTING COLUMN AND NEW WALL
FOOTING CONNECT. TO EXISTING DETAIL
SCALE: 3/4" = 1'-0"
1 1/2" 1 1/2"
N
a o
r
0 0
TYP. BASE PLATE
DETAIL (U.O.N.)
r6 TOP OF CONC. SLAB.
• .
STEEL COLUMN, SEE PLANS
AND SCHEDULE
41/4
r.
CD .
HEADED STUDS sI wI ) 11==
12 "x12" CONC. PEDESTAL
W/ 4 #6 VERT. AND #3 a 111=
STIRRUPS 08" O.C.
d c
d
d.
m_
r-T` DETAIL
S -3 SCALE: 3/4" = 1' -0"
4" CONC. SLAB REINF. WITH
6 "X6" W1.4 x W1.4 W.W.M.
VAPOR BARRIER
WELL COMPACTED FILL
#3 STIRRUPS
03" O.C. WITHIN
STUD BOLTS jh TOP OF FOOTING
NV - 3' -10" (MIN.)
FOOTING, SEE PLAN AND
SCHEDULE
FILL CELLS WITH
CONC, GROUT AT
BOLT LOCATION
1/2" EXPANSION JOINT
jh T.O. FINISH FLOOR 4" CONC. SLAB
-0' -6" REINF. WITH 6 "X6" z
W1.4 X W1.4 W.W.M. CO
x— x— x— x- x— x- x— x- x— x- x -x -x-
I =11 I I- I I- III -III -I
g_Illllllllllf
IMII
VAPOR BARRIER -M —II —II
M111-
WELL COMPACTED FILL M -VI=II
T.O. FOOTING I ' H I I=
3' -6" OR TO MATCH EXIST.
FULL GROUT ALL
CELLS AT STEM WALL =1 ZImlt=41
WALL FOOTING, SEE
PLAN & SCHEDULE I I 1 I-
K'2" SECTION
S -3 SCALE: 3/41' = 11-0"
O'-Ow
T.O. -• • FLOOR
16" PREFAB FLAT
WOOD TRUSSED 0
24" O.C. MAX —
LEDGER "C ", SEE
NOTES ON PLAN -
EL. -S -10"
T.O. FOOTING
WALL FOOTING -16
SEE SCHEDULE —
i111
9 GAGE JOINT REINF.
0 16" O.C. LADDER TYPE
#5 VERTICAL IN BLOCK CELLS
FILLED WITH CONC. GROUT, SEE
PLAN FOR LOCATION
1 O NAILS 0 4" O.C.
2 X 4 P.T. BLOCKING BETWEEN TRUSS WITH
(2) 10d TOE NAILS EACH END
LEDGER "B" SEE FOUNDATION NOTES FOR
REQUIREMENTS
NUVUE STRAP MODEL NVRT -20
WITH (7) 16d NAILS TO TRUSS 4" CDX PLYWOOD SHEATHING
AND (7) 16d NAILS TO LEDGER. WITH 10d NAILS @ 6" O.C.
ALL SUPPORT
11 1 -1 1 11 11 -1 I I -1 I r—I 11111—111—4 1 11
16" PREFAB FLAT WOOD
TRUSSED ® 24" O.C. MAX
NUVUE HURRICANE CLIP MODEL NVHC WITH
(6) 10d X 1 1/2" NAILS TO TRUSS AND
(6) 10d X 1 1/2- NAILS TO LEDGER.
-'4" CDX PLYWOOD
SHEATHING
10d NAILS @
4" C/C
8 "x8" CONC. CAP
WITH 2 #5 CONT.
1/2" EXPANSION
JOINT MATERIAL
4" CONC, SLAB REINF. WITH
6 "X6" W1.4 X W1.4 W.W.M.
EL = -2' -2"
- -x -x -X X- -X -x -x H.P. OF SLAB
lI1. ..•. BARRIER
WELL COMPACTED FILL
■
— BLOCK CELLS FILLED WITH
CONC. I-- r_im
GROUT
1 SECTION
S -3 SCALE: 3/4" = 1' -0"
..
4981-�SVV 74 Court,
Miami, -FL 33155
786.615.2943
786.615. -2945 �Z:6x _-
cbravo0ftrvanx.com'
AA26002656
a IB26001472 a-_.
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESET HEREIN ARE THE SOLE
PROPERTY OF URVANX, INC. AND MAY NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRITTEN PERMISSION OF
UWANx.- INC.
$W
b � '
I W
��SEAL
IN M1Y PROFESSIONAL JUDGEMENT AND TO THE BEST OF
SPECIFICATIONS CONTAIN�� EIN COMPPLLY WMi ALL
APPLICABLE BUILDING CODES.
Consultant:
Addition /Renovation
for
Salcines / Gonzalez
Residence
7800 SW 58 Ct.
South Miami, FL 33143
Owner:
Jacqueline A. Salcines &
Rodolfo R. Gonzalez
7800 SW 58 Ct.
South Miami, FL 33143
(305) 669 -5236
Permit Set
1 REVISIONS I
Nol DATE I DESCRIPTION
DATE 0' • '
•
By
REVIEWED ___P.J.B. PROJECT NO.
S -3
SHEET
L D
DRILL 5/8 "4 HOLES X 4 1/2"
DEEP & FILL W/ SIMPSON SET
ANCHORING ADHESIVE
4" HOOKED DOWELS
DRILL 3/4 "0 HOLES X 6"
DEEP & FILL W/ SIMPSON SET
ANCHORING ADHESIVE
NEW STARTING COLUMN AND NEW WALL
FOOTING CONNECT. TO EXISTING DETAIL
SCALE: 3/4" = 1'-0"
1 1/2" 1 1/2"
N
a o
r
0 0
TYP. BASE PLATE
DETAIL (U.O.N.)
r6 TOP OF CONC. SLAB.
• .
STEEL COLUMN, SEE PLANS
AND SCHEDULE
41/4
r.
CD .
HEADED STUDS sI wI ) 11==
12 "x12" CONC. PEDESTAL
W/ 4 #6 VERT. AND #3 a 111=
STIRRUPS 08" O.C.
d c
d
d.
m_
r-T` DETAIL
S -3 SCALE: 3/4" = 1' -0"
4" CONC. SLAB REINF. WITH
6 "X6" W1.4 x W1.4 W.W.M.
VAPOR BARRIER
WELL COMPACTED FILL
#3 STIRRUPS
03" O.C. WITHIN
STUD BOLTS jh TOP OF FOOTING
NV - 3' -10" (MIN.)
FOOTING, SEE PLAN AND
SCHEDULE
FILL CELLS WITH
CONC, GROUT AT
BOLT LOCATION
1/2" EXPANSION JOINT
jh T.O. FINISH FLOOR 4" CONC. SLAB
-0' -6" REINF. WITH 6 "X6" z
W1.4 X W1.4 W.W.M. CO
x— x— x— x- x— x- x— x- x— x- x -x -x-
I =11 I I- I I- III -III -I
g_Illllllllllf
IMII
VAPOR BARRIER -M —II —II
M111-
WELL COMPACTED FILL M -VI=II
T.O. FOOTING I ' H I I=
3' -6" OR TO MATCH EXIST.
FULL GROUT ALL
CELLS AT STEM WALL =1 ZImlt=41
WALL FOOTING, SEE
PLAN & SCHEDULE I I 1 I-
K'2" SECTION
S -3 SCALE: 3/41' = 11-0"
O'-Ow
T.O. -• • FLOOR
16" PREFAB FLAT
WOOD TRUSSED 0
24" O.C. MAX —
LEDGER "C ", SEE
NOTES ON PLAN -
EL. -S -10"
T.O. FOOTING
WALL FOOTING -16
SEE SCHEDULE —
i111
9 GAGE JOINT REINF.
0 16" O.C. LADDER TYPE
#5 VERTICAL IN BLOCK CELLS
FILLED WITH CONC. GROUT, SEE
PLAN FOR LOCATION
1 O NAILS 0 4" O.C.
2 X 4 P.T. BLOCKING BETWEEN TRUSS WITH
(2) 10d TOE NAILS EACH END
LEDGER "B" SEE FOUNDATION NOTES FOR
REQUIREMENTS
NUVUE STRAP MODEL NVRT -20
WITH (7) 16d NAILS TO TRUSS 4" CDX PLYWOOD SHEATHING
AND (7) 16d NAILS TO LEDGER. WITH 10d NAILS @ 6" O.C.
ALL SUPPORT
11 1 -1 1 11 11 -1 I I -1 I r—I 11111—111—4 1 11
16" PREFAB FLAT WOOD
TRUSSED ® 24" O.C. MAX
NUVUE HURRICANE CLIP MODEL NVHC WITH
(6) 10d X 1 1/2" NAILS TO TRUSS AND
(6) 10d X 1 1/2- NAILS TO LEDGER.
-'4" CDX PLYWOOD
SHEATHING
10d NAILS @
4" C/C
8 "x8" CONC. CAP
WITH 2 #5 CONT.
1/2" EXPANSION
JOINT MATERIAL
4" CONC, SLAB REINF. WITH
6 "X6" W1.4 X W1.4 W.W.M.
EL = -2' -2"
- -x -x -X X- -X -x -x H.P. OF SLAB
lI1. ..•. BARRIER
WELL COMPACTED FILL
■
— BLOCK CELLS FILLED WITH
CONC. I-- r_im
GROUT
1 SECTION
S -3 SCALE: 3/4" = 1' -0"
..
4981-�SVV 74 Court,
Miami, -FL 33155
786.615.2943
786.615. -2945 �Z:6x _-
cbravo0ftrvanx.com'
AA26002656
a IB26001472 a-_.
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESET HEREIN ARE THE SOLE
PROPERTY OF URVANX, INC. AND MAY NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRITTEN PERMISSION OF
UWANx.- INC.
$W
b � '
I W
��SEAL
IN M1Y PROFESSIONAL JUDGEMENT AND TO THE BEST OF
SPECIFICATIONS CONTAIN�� EIN COMPPLLY WMi ALL
APPLICABLE BUILDING CODES.
Consultant:
Addition /Renovation
for
Salcines / Gonzalez
Residence
7800 SW 58 Ct.
South Miami, FL 33143
Owner:
Jacqueline A. Salcines &
Rodolfo R. Gonzalez
7800 SW 58 Ct.
South Miami, FL 33143
(305) 669 -5236
Permit Set
1 REVISIONS I
Nol DATE I DESCRIPTION
DATE 0' • '
•
By
REVIEWED ___P.J.B. PROJECT NO.
S -3
SHEET