13-872-008KEY NOTES
® #5 VERTICAL IN CONCRETE FILLED MASONRY CELL @ 32" O.C. (3 BARS AT ALL CORNERS) & LAP
REBAR A MINIMUM OF 48 BAR DIAMETERS. FILL CELLS W/ 3,000 PSI PEAROCK CONCRETE HAVING
A MINIMUM SLUMP OF 9 ". POUR MASONRY CELLS PRIOR TO POURING TIE - BEAMS, SAID TIE -DOWNS
SHALL BE PROVIDED AT ALL CORNERS AND TO EITHER SIDE OF A DOOR OR WINDOW OPENING
(TYP.) FOR OPENINGS LARGER THAN 4' -0 ", PLACE 2 #6 EACH SIDE OR AS SHOWN ON PLANS.
8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER -TYPE HORIZONTAL REINFORCEMENT EVERY OTHER
COURSE.
4" CONCRETE SLAB ON GRADE W/ WWF 6 "x6" W1.4xW1.4 OVER 9 MIL VAPOR BARRIER, ON 6"
MIN. OF COMPACTED GRANULAR SOIL BASE. FINISH TO BE SELECTED BY OWNER.
3A FLAT PRE -FAB WOOD TRUSSES AT 24" O.C. (MAX.)
SMOOTH 5/8" STUCCO FINISH ON CONCRETE / CMU.
PAINT FINISH SATIN AND COLOR BENJAMIN MOORE ALBESCENT OC -40.
F ALUMINUM STANDING SEAM ROOF SYSTEM SS 675 FOR ALEICOR METAL PRODUCTS (DOVE GRAY COLOR)
OR APPROVED EQUIVALENT ON ONE LAYER OF 90# MINERAL SURFACED PAPER HOT MOPPED TO ONE
LAYER OF 30# ASPHALT FELT PAPER TIN TAGGED TO 5/8" COX EXTERIOR PLYWOOD SHEATHING
(STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS @ 4" O.C. AT SUPPORTED
EDGES & AT INTERMEDIATE SUPPORTS, PROVIDE MIAMI -DADE COUNTY PRODUCT APPROVAL.
HARDIE PLANK SIDING OVER CONC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40.
❑
7 4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS TYP.
(BENJAMIN MOORE SUPER WHITE INT -RM).
E BRICK VENEER BASE WALL OR CHIMNEY STONE - "BROUO" ROMA BRICK BY EL DORADO STONE.
F9 12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER
12
3.5C--''"- /
5
TRUSS CONNECTOR
PRIMED AND PAINTED (SEE STRUCTURAL
GALVANIZED METAL DRAWINGS)
DRIP EDGE
PAINED 1"x2" P.T. NAILER
Ah T.O. TIE BEAM
+12' -0"
PAINTED 2 "x8" P.T.
WOOD FASCIA
2" CONTINUOUS VENT W/ BUG
SCREEN COVERED WITH
SCREENING, WITH OPENINGS A
MAXIMUM OF 1/8" PER FBCR. C. BEAM
2010, SEC. 4409.13.3.2.3
(SEE STRUCT.
DWG'S)
8 "x8" WHITE FIBERGLASS
DECORATIVE COLUMNS OVER
STRUCTURAL STEEL 3 "x3"
COLUMN
tiT�► � c
T.O. FINISH FIIOOR
II
u
PREFABRICATED WOOD TRUSSES
0 24" O.C. SUBMIT SIGNED AND SEALED
SHOP DRAWINGS FOR APPROVAL (SEE
STRUCTURAL DRAWINGS)
m- �. •
TIE BEAM
(SEE STRUCT.
DWG's)
4
`- VAPOR BARRIER
2 TERRACE SECTION WELL COMPACTED FILL
A-7 SCALE: 3/4" = T-0"
-R -30 INSULATION (TYP.)
1/2" GYPSUM WALLBOARD
CEILING ON METAL FURRING
STRIPS 0 16" O.C. ATTACHED
TO METAL CHANNEL AT
PERIMETER WALL AND UNDERSIDE
OF STRUCTURE (TYP.)
PAINTED 1/2" GYPSUM
WALLBOARD ON 1x2" METAL
FURRING STRIPS 0 16" O.C.
ON C.M.U. W/ INSULATION (MIN.
R =4.1) BETWEEN FURRING
STRIPS. PAINT FINISH SELECTED
BY OWNER
1"x4" CONT. P.T. FIRE STOP
TOP, BOTTOM & MIDDLE (PER
8' -0" MAX. SEPARATION PER
FBCR 2010 SEC. 4409.7.2)
EXISTING 3/4" CDX PLYWOOD
SHEATHING. FINISH WOOD FLOOR
BE REMOVED AND STORE DURING
CONSTRUCTION. TO BE REINSTALLEC
COORDINATE WITH OWNER
- _- - - -_ --- I
.J _1, VI-TV- JI -_
EXISTING
WOOD FLOOR
SYSTEM TO REMAIN
GROUND
SURFACE TO BE COVERED
BY CLASS I VAPOR RETARDER
MATERIAL
CMU STEM
EXISTING
CMU STEM
WALL TO
REMIAN
EXISTING WALL FOOTING
TO REMAIN
R -30 INSULATION (TYP.)
1/2" GYPSUM WALLBOARD CEILING ON
METAL FURRING STRIPS @ 16" O.C.
ATTACHED TO METAL CHANNEL AT
PERIMETER WALL AND UNDERSIDE OF
STRUCTURE (TYP.)
PAINTED 1/2" GYPSUM WALLBOARD ON
W" METAL FURRING STRIPS @ 16"
O.C. ON C.M.U. W/ INSULATION (MIN.
R =4.1) BETWEEN FURRING STRIPS.
PAINT FINISH SELECTED BY OWNER
1"x4" CONT. P.T. FIRE STOP TOP,
BOTTOM & MIDDLE (PER 8' -0"
MAX. SEPARATION PER FBCR 2010
SEC. 4409.7.2)
3/4" CDX PLYWOOD SHEATHING
AND FINISH WOOD FLOOR TO
MATCH EXISTING
FLOOR JOIST, SEE
STRUCT, DWGS.
FILL CELL, SEE
STRUCT. DWGS
EXISTING 3/4" CDX PLYWOOD
SHEATHING. FINISH WOOD
FLOOR TO BE REMOVED AND
STORE DURING CONSTRUCTION.
TO BE REINSTALLED,
COORDINATE WITH OWNER
EXISTING WOOD FLOOR
SYSTEM TO REMAIN -
GROUND
SURFACE �
TO BE COVERED
BY
CLASS I
VAPOR
RETARDER MATERIAL
EXISTING
CMU STEM
WALL TO
REMIAN -
EXISTING WALL FOOTING
TO REMAIN
T & G FINISH (BEAD
BOARD AS OPTION)
-CONC. BEAM (SEE STRUCT. DWG'S)
PA
HEADER (SEE STRUCT. DWG'S)
§10% �W_hlqkh
11
U
PREFABRICATED WOOD TRUSSES
CAD 24" O.C. SUBMIT SIGNED AND SEALED
SHOP DRAWINGS FOR APPROVAL (SEE
STRUCTURAL DRAWINGS)
19
TRUSS CONNECTOR
(SEE STRUCTURAL
DRAWINGS)
8 "x8" WHITE FIBERGLASS
DECORATIVE COLUMNS OVER
STRUCTURAL STEEL 3 "x3"
COLUMN
' -0"
FINISH FLOOR 3 TREAD ® 12' EACH
SELECTED BY OWNER
3
f' 4 RISERS
! 1.I I I -1 11 =1 11 =1 11 =1 I I -1 I I -1 I I -1 I I-1 11= IL - - -� 6 4" EACH
-1 I i-11 I, I I I 1 =1 11 =1 11=1 -111 t
_I II II 1 I 1 =1 11 =1 I I -I 11 =11 L - -,
1 =1 I MI I I= 11 =1 11 =1 1I-
II -I - III - III -III=
L --
=11 =1
WELL COMPACTED FILL -
1I -111 -1
VAPOR BARRIER
=111 =1 I I =1 I I =1 I I ' 11- III - 111-111 -�
1=1 I !I 1 I III � II I II � III WALL FOOTING
/SEE STRUCTURAL DWGS I-
'•' •
1w-1 II ■
ri T.O. FINISH FLOOR
IV +0' -0"
4981 SW 74 -Couffi _,
Miami, FL 33155
786.615.294 "
786.615.2945F�w m
cbravo @urvanx.com
AA26002656
11325001472 ------
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESET HEREIN ARE THE SOLE
PROPERTY OF URVANX. INC. AND MAY NOT B COPIED OR
DUPLICATED WITHOUT SPECIFIC WRITTEN PERMISSION OF
�'URVAW INC.
SEAL
IN 1.11 PROFESSIONAL JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WITH All
APPLICABLE BUILDING CODES.
Consultant:
Addition/Renovation
Gonzalez for
Residence
:il 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
SECTIONS
DATE 04.25.2014
DRAWN BY B.P.
REVIEVED BY C.J.B.
DESCRIPTION
1362
PROJECT NO.
PRIMED AND PAINTED
GALVANIZED METAL
DRIP EDGE
,-� T.O. TIE BEAM
+�13' -9"
CONC. BEAM
PAINTED 1 "x2"
P.T. NAILER
(SEE STRUCT.
DWG'S)
PAINTED 2 "x8" P.T.
WOOD FASCIA
2" CONTINUOUS VENT
W/ BIIG SCREEN
COVERED WITH
SCREENING, WITH
OPENINGS A MAXIMUM
OF i /8" PER FBCR.
2010, SEC.
4409.13.3.2.3
8 "x8" WHITE FIBERGLASS
DECORATIVE COLUMNS OVER
STRUCTURAL STEEL 3 "x3"
COLUMN
' -0"
FINISH FLOOR 3 TREAD ® 12' EACH
SELECTED BY OWNER
3
f' 4 RISERS
! 1.I I I -1 11 =1 11 =1 11 =1 I I -1 I I -1 I I -1 I I-1 11= IL - - -� 6 4" EACH
-1 I i-11 I, I I I 1 =1 11 =1 11=1 -111 t
_I II II 1 I 1 =1 11 =1 I I -I 11 =11 L - -,
1 =1 I MI I I= 11 =1 11 =1 1I-
II -I - III - III -III=
L --
=11 =1
WELL COMPACTED FILL -
1I -111 -1
VAPOR BARRIER
=111 =1 I I =1 I I =1 I I ' 11- III - 111-111 -�
1=1 I !I 1 I III � II I II � III WALL FOOTING
/SEE STRUCTURAL DWGS I-
'•' •
1w-1 II ■
ri T.O. FINISH FLOOR
IV +0' -0"
4981 SW 74 -Couffi _,
Miami, FL 33155
786.615.294 "
786.615.2945F�w m
cbravo @urvanx.com
AA26002656
11325001472 ------
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESET HEREIN ARE THE SOLE
PROPERTY OF URVANX. INC. AND MAY NOT B COPIED OR
DUPLICATED WITHOUT SPECIFIC WRITTEN PERMISSION OF
�'URVAW INC.
SEAL
IN 1.11 PROFESSIONAL JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WITH All
APPLICABLE BUILDING CODES.
Consultant:
Addition/Renovation
Gonzalez for
Residence
:il 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
SECTIONS
DATE 04.25.2014
DRAWN BY B.P.
REVIEVED BY C.J.B.
DESCRIPTION
1362
PROJECT NO.