10-552R-004— — —
LLF-lb(EXIST.) I I
L- — — — — — — — — - - - - -- — — — — — — — — — — — — — — — — — — — -
LEGEND-----------------------------------------
NEW b" EXTERIOR BLOCK WALL
EXISTING 8" EXTERIOR BLOCK WALL TO REMAIN
EXIST. 2" X 4" '9 24"C.C.WOOD STUDS INTERIOR PARTITION
WITH 1/2" DRYWALL TYP. TO REMAIN
FOOTINGS CONTINUITY:
CONCRETE FOOTING CONTINUITY SHALL BE PROVIDED AT COWERS OR CHANGES IN DIRECTION
BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING
TWO CORNER BARS WHICH EXTEND 48 BAR DIAMETER EA.WAY FROM THE CORNER AS PER F5C. 1621.1.10
ALL BUILDINGS SHALL HAVE PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES.
THE RULES AND LAWS AS STABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL
BE DEEMED AS APPROVED WITH RESPECT TO PRE-CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES.
A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT
CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT 16 ACCORDANCE
WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
GENERAL NOTES:
1) CURRENT CODE FLORIDA 5UILDlWj CODE 2001
2) WIND LOAD DESIGN AS PER ASCE 1-05
3) BUILDING EXPOSURE "C",Vz141 MPKI=1.00, GCPI=± 055, KcI=I
SCALE: (REMODELING 4 EXISTING CONC)ITION) 1/4' =1' -m"
501L STATEMENT NOTE :
=
' 1 —1
cc
INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING
PRESSURE CAPACITY OF 2,000 PSF.
AT THE TIME OF CONSTRUCTION LICENSED ARCHITECT OR REGISTERED PROFESSIONAL ENGINNEI
SHALL SUBMIT TO THE BUILDING OFFICIAL A SIGNED AND SEALED LETTER ATTESTING THAT THE
SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH
THE DESIGN 15 BASED, OR A CERTIFIED IN PLACE BEARING CAPACITY DETERMINED BY WAY OF
RECOGNIZED TEST OR RATIONAL ANALYSIS SHALL MEET OR EXCEED THE DESIGN BEARING CAPACITY
UPON THE STRUCTURAL DESIGN 15 BASED AS PER F5C 18182.
4" CONC-SLA5 W / 6 "X6 "' -W 1.4 X W 1.4
ON WELL COMPACTED FILL WITH A 6 MIL V-5.
BETWEEN SLAB AND FILL.
8" CMU STEM WALL
If 5 VERT.5AR (SEE
FOUND FOR LOCATION)
WF-lb
12"X16" CONCFOOTIW-i W1
2 0 5 CONTINUOUS -
FOOTING WALL SECTION
SI
1* 5 a 42 "C.C.VERT.5AR N CONCFILLED CELL
(SEE FOUNDATION PLAN FOR LOCATION)
4" CONC.SLA5 W / (WWW'-W 1.4 X W 1.4
ON WELL COMPACTED FILL WITH A & MIL V.5.
BETWEEN SLAB AND FILL.
1/2" PRE -FA5 EXPJOINT
4" CONCRETE SLAB WI&X& 16/19
ON W9- WELL COMPACTED FILL
OF -16
12"X16" CONCFOOTM W/
2 0 5 CONTINUOUS
1* 5 11 42 "C.CDOWEL
nip
cnQ
-we
TYPICAL WF-16 FOOTING
(NEW ADDITION)
FOUNDATION SCHEDULE
MARK SIZE REINFORCING REMARK
LW SW CONT.
LLF-16 12 X Iro 2 05 (EXISTING 4 NEW CONCFOOTING)
T E a X a 105
F-3.0 V-0" X V-0" X 1211 405 4 •5 1
F-4-0 4'-0" X *-V X 1211 505 505
COLUMN SCHEDULE
N
REINFORCING
MAW
SIZE
REMARK
VERT.
TIES
DIST.
C\2 0
FG
(2�
105
LO
IN FULLY GROUTED CELL 04211C.C.
CO
8 X 12
4'5
#3
6 all Cic.
E..
a X a
2' 5
•3
s 1211 C.C.
CONCRETE STARTER COL.
SI'DUCTURA CTION
CTURLT,,ON
03 HAIR PIN TIE 612"C.C. TYP.
I& X 16
405
03
a 1211 C.C.
215 X 36" LONG TOP HORBAR REINF. ry
6" PENETRATION IN EXISTLONCBEAM
WA41GHT STRENGTH EFOXIC LUIS N.ENRIQUEZ
TIE BEAM ARCHITECT
-0152
ELEV.= + 8 ° -2 °` 8 ° -2 °` AR 4 .11
e487 - N.W.1-2 th.STREET
Doral, Fl 33172
---------- tel: 305-1994-2150
fax: 305 994-2159
205 X 30" LONG BOTTJ40RBAR REINF.
8"X12" CONC.TIE BEAM,405 8" PENETRATION IN EXISTJZ:ONC.5EAM
CONT.03 T.612HC.C. AT CORNERS 7 WA41GHT STRENGTH EPDXIC
5AL.648"CL.TYP.
(IN CASE OF 5-1 CONCBEAM BOTTDOWELS
REINFI%
8"X8" CONCbTARTER COL.
03 HAIR FIN TIE 1012"CL. TYP,
3 FRI- F-4
of
In a
EXISTV CMU WALL
ADD •4 X 14" DOWELS W/5TD.HOOK
e4811C.C.FULLY GROUTED CELLS TYP.
ot FINISH FLOOR
\-F ELEV-= + 0' -0" cl
Z/
— — — — — — — — — — — — — — --
EXISTILF-16
A CONCFTG.
WF-lb(NEW)
)T
(2) 0 5 DOWELS
9
• .. LLF-I(VEXIST)
o
NEW WF-lb
CONCFTG.
205 CONT- 205 C.CDOWEL BAR
USE SAME DETAIL 6" PENETRATION IN
b" PENETRATION IN EXISTLONCFTG. W1
EXIST.CONC.TIE BEAM HIGHT STRENGTH EFOXIC
NEW AND OLD WF-16 CONC.FTG. AND TIE BEAM
CONNECTION EXISTJNEW STRUCT. (NEW ADDITION)
,EAM
, = + 81-211
ERTBARS
0 TIE BEAM
LEVEL OF TERRACE
FINISH FLOOR
----------- - - - - --
411 CONaSLA5 W / (ollxb"-W 1.4 x w 1.4
rfiJ 119=1 I r-r-MRAr-TPO PH I 1111TW A A Mll VR
EXTERIOR STEPS FOOTING SECTION
rX�
16 "X16" MASONRY BLOCK
PEDESTAL W1 4 •5 VERT.
0 3 TIES a 12" C.C. TYP. z
514"A2' CONCBEAM
2 0 5 T, 2 0 (o 5OTT.
#3 T.64"C.C. TYP.
FREDDIE SABALLOS
DESIGN
CONSTRUCTION
CONSULTING.
6301 S.W. 151 Court
Miami, Fl 33193
tel: 786 543-2822
fax: 305 388-4177
CBC 051181
16"X16" CONC.COPING AT COL.
TO ANCHOR 25 VERTICAL
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co
Nd,
T-4
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CO
16"X16" CONC.COPING AT COL.
TO ANCHOR 25 VERTICAL
LEVEL OF FOOTING
EXCAVATION L
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F-4.0 48" x 45" x 12" CONCRETE
FOOTING W/55 EA.WAY
16"X16" MASONRY COLDETAIL TERRACE
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CITY OF SOUTH
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SI'DUCTURA CTION
CTURLT,,ON
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LEVEL OF FOOTING
EXCAVATION L
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F-4.0 48" x 45" x 12" CONCRETE
FOOTING W/55 EA.WAY
16"X16" MASONRY COLDETAIL TERRACE