13-872-016KEY NOTES
#5 VERTICAL IN CONCRETE FILLED MASONRY CELL 0 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,
2 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 51 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" CDX EXTERIOR PLYWOOD SHEATHING
(STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS 0 4" O.C. AT SUPPORTED
EDGES & AT INTERMEDIATE SUPPORTS. PROVIDE MIAMI —DARE COUNTY PRODUCT APPROVAL.
aHARDIE PLANK SIDING OVER CONIC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40,
F4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS TYP.
(BENJAMIN MOORE SUPER WHITE INT -RM).
5/8" CDX PLYWOOD SHEATHING
E BRICK VENEER BASE WALL OR CHIMNEY STONE — "BROLIO" ROMA BRICK BY EL DORADO STONE. WITH 10d NAILS 04 "O.C. ALL
SUPPORT
12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER PRE —FAB. WOOD
TRUSSES 0 24-0. C.
MAX.
PROVIDE 2X6 MIN,
VERTICAL MEMBER AT
STRAP BY NUVOE S
MOD NVSTA -16H. TRAP LOCATION
SEE SCHEDULE FOR
ATTACHMENT
12
1 O NAILS 3.5�
04 "O.C.
2X P.T.
BLOCKING
BETWEEN
TRUSSES —�
PAINTED 1"x2" P.T. NAILER
T.O. TIE BEAM
+12'-0"
PAINTED 2 "x CONT. P.T.
WOOD FASCIA WITH (2) 10d
TOE NAILS EACH SUPPORT
TB -2, SEE
SCHEDULE-
STEEL COLUMN 3. SEE
SCHEDULE
PROVIDE DOUBLE 2' -0"
LAYER OF WELDED 2 TREADS 0 12 EAC.
WIRE MESH AT STAIRS
AS SHOWN
T.O. FINISH FLOOR
+0' -0"
1#3 EACH
NOSING
CONC. THICKENED
EDGE "TE ". SEE
SCHEDULE FOR
REINF. '
\-1/2" CDX PLYWOOD
SHEDTHING WITH 10d
NAILS 06 "O.C. ALL
SUPPORT
4" CONC. SLAB REINF. WITH
6 "X6 " -W1.4x W1.4 W.W. MESH
n
1 O NAILS
04 "O.C.—
TB -1, SEE
SCHEDULE -
4
1/2" EXPANSION
JOINT MATERIAL-
I!- ,,"
VAPOR BARRIER
WELL COMPACTED FILL
r_T' TERRACE SECTION
S-6 SCALE: 3/4" =1' -0"
2X P.T. BLOCKING BETWEEN
TRUSS WITH (2) 10d TOENAILS
EACH END (TYP.)
NOVUE STRAP MODEL
NVHTA -20H, SEE SCHEDULE FOR
ATTACHMENT
#5 VERT. IN BLOCK CELLS
FILLED WITH CONC. GROUT. SEE
PLAN FOR LOCATION
9 GAGE JOINT REINF. 0 16 "O.C.
LADDER TYPE
t0 U
J
N vai EXISTING WOOD
FLOOR FRAMING
TO REMAIN
EXIST. CRAWL SPACE
#5 VERT. IN BLOCK CELLS FILLED
WITH CONC. GROUT. SEE PLAN FOR
LOCATION
GROUND SURFACE TO BE COVERED
BY CLASS I VAPOR RETARDER
MATERIAL
EXISTING CMU STEM
WALL TO REMIAN
EXISTING WALL FOOTING
TO REMAIN
DRILL 3/4 "0 HOLES X 6" DEEP
AND FILL WITH SIMPSON SET
ANCHORING ADHESIVE
A - SIMPSON
HURRICANE TIE
LTA2 0 4' -0" Q.C.
WITH (10)
10dX1 -1/2" NAILS
TO TRUSS AND
EMBEDDED INTO
CONC.
PIGGY BACK
TRUSSES 0
24 "O.C. SEE
DETAIL X /S -4 FOR
ATTACHMETNTS —�
1 O NAILS 0
4 "O.C,
3X SHIN AS
REQUIRED WITH
1/4'OX4" LONG
FLAT HEAD WOOD
SCREW 012 "O.C.---N
5/8" CDX
PLYWOOD
SHEADTHING WITH
1 O NAILS
@4-O.C., ALL
SUPPORT - -�
PRE —FAB. WOOD
TRUSSES 0 24 "O.C.
MAX.
LEDGER "A", SEE KEY NOTES
SIMPSON HANGER MODEL HUS 26,
SEE SCHEDULE '
TB -6, SEE SCHEDULE
#5 VERT. 0240O.C. IN BLOCK CELLS
FILLED WITH CONC. GROUT
TB -5, SEE SCHEDULE
BLOCK WALL BEYOND
10d NAILS 04 "O.C. (TYP.)
3/4" CDX PLYWOOD SHEATHING
WITH 10d NAILS 06 "0.C. ALL
SUPPORT
2X6 WOOD JOIST 016 O.C.
NOVUE HANGER MODEL WJH26
WITH (10) 10d X 1 -1/2" NAILS
TO HEADER AND (6) 1 O X
1-1/2- NAILS TO JOIST. TYP.
EACH END
EXIST. CRAWL SPACE
EXISTING WOOD FLOOR
SYSTEM TO REMAIN —
GROUND SURFACE
TO BE COVERED BY 11
CLASS I VAPOR
RETARDER MATERIAL —
EXISTING CMU STEM
WALL TO REMIAN
EXISTING WALL FOOTING /rZZZ9!
PORCH SECTION
5/8" CDX PLYWOOD SHEATHING WITH
10d NAILS 04 "O.C., ALL SUPPORT
3/4.0 CDX PLYWOOD SHEADTHING WITH
1 O NAILS 0 6 "O.C. ALL VERT,
HORIZONTAL AND DIAGONAL MEMBERS
GIRDER TRUSS
PRE -FAB. WOOD TRUSSES 0 24 "O.C.
MAX.
2X4 P.T. BLOCKING BETWEEN VERT.
10d NAILS 0 4" O.C.
2X P.T. BLOCKING BETWEEN TRUSS
12 5/8" CDX PLYWOOD SHEDTHING WITH
10d NAILS 0 4 "O.C. ALL SUPPORT
6
METAL STRAP, SEE ROOF PLAN AND
SCHEDULE
\ 1i� Od NAILS "
2X P.T. BLOCKING BETWEEN TF
STELL COLUMN 3, SEE
PLAN AND SCHEDULE -
8"X8" CONC, CAP
REINF. WITH 2 #5
CONT.
E �
1/2 0 EXP. JOINT , -Op
I
MATERIAL 3 D 0 12" EACH
4" CONC. SLAB REINF.
WITH 6 "X6" - I PROVIDE DOUR E LAYER
W1.4XW1.4 W.W. MESH OF WELDED WI E MESH
AT STAIRS AS SHOWN T.O. FINISH FLOOR
I +0' -0"
/-4 RISERS 0
" _ _ _ _ — — 6 -'4" EACH
1=1 I IE I M 11=1 I I-1 I I� 11=1 11 =1 I I =1 11=
III -1 I I- 111- 1111,=1 � 1 I;, I I I -1 I F_ I I I I I I I Fd V I I I =1 1# EACH NOSING
WELL COMPACTED FILL(TYPICAL) -1III IIII E 911 1
2 #5 CONT, ABOVE II-
BLOCK
-111 -I � 1 -I 1 III -1 i I- III- IIEl11 -III=
#5 VERT. 024 "O.C. IN I ► I -1 i I -I I -111 -III -III -I 11 -1 1(-
BLOCK CELLS FILLED WITH CONIC. GROUT
WF -16, SEE
SCHEDULE -
2X8 P.T. CONT. LEDGER
WITH 5/8'0 HILTI KWIK
BOLT 3 @ 24 "0.C., 5"
EMBEDMENT
• • FOOTING AND
- BEYOND,
fTLAN II II
"TE" SEE SCHEDULE
FOR REINF.
4981 -,SW 74 Court
Miami; rL 3,3155
786.615.2943 ,m
786.6 7).1445 Fax
cbravo @arva-,lx.c;am
AA26002656
IB26001472
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URVANX. INC. AND MAY NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC W14rrEN PERMISSION OF
URVANX, INC.
IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND SPECIFICATIONS NTAINED�HEREIN
COMP YSWRFi 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
REVISIONS r I
I Nol DATE I DESCRIPTION
STRUCTURAL SECTIONS
•. i•
DRAWN BY — B.P. 1362
REVIEWEE' BY C.J.B.
PRO •
PRIMED AND PAINTED
GALVANIZED METAL
DRIP EDGE
T.O. TIE BEAM
+13' -9"
PTB4
PRE -FAB. WOOD
PAINTED 1 "x2"
TRUSSES 0 24" O.C.
MAX
P.T. NAILER
PAINTED 2 "x8" P.T.
CONNECTION BY
f CONT. WOOD FASCIA WITH
TRUSSES MANUF.
I
NAILS EACH SUPPORT
1/2- CDX
2" CONTINUOUS VENT
PLYWOOD
W/ BUG SCREEN
SHEDTHING WITH
COVERED WITH
10d NAILS 0 6"
E
SCREENING, WITH
O.C. ALL SUPPORT
'
T.O. BEAM OPENINGS A MAXIMUM
qV +10' -9" OF 1/8" PER FBCR,
2X4 CROSS
I 2010, SEC.
BRACING 0 8' -0"
I
I 4409.13.3.2.3
1
O.C., WITH (2) 20d
NAILS EACH END
� STEEL COLUMN 3, SEE
2X4 BRACING 0
SCHEDULE
16-O.C. WITH (2)
1 O TOE NAILS
EACH END
)
,
STELL COLUMN 3, SEE
PLAN AND SCHEDULE -
8"X8" CONC, CAP
REINF. WITH 2 #5
CONT.
E �
1/2 0 EXP. JOINT , -Op
I
MATERIAL 3 D 0 12" EACH
4" CONC. SLAB REINF.
WITH 6 "X6" - I PROVIDE DOUR E LAYER
W1.4XW1.4 W.W. MESH OF WELDED WI E MESH
AT STAIRS AS SHOWN T.O. FINISH FLOOR
I +0' -0"
/-4 RISERS 0
" _ _ _ _ — — 6 -'4" EACH
1=1 I IE I M 11=1 I I-1 I I� 11=1 11 =1 I I =1 11=
III -1 I I- 111- 1111,=1 � 1 I;, I I I -1 I F_ I I I I I I I Fd V I I I =1 1# EACH NOSING
WELL COMPACTED FILL(TYPICAL) -1III IIII E 911 1
2 #5 CONT, ABOVE II-
BLOCK
-111 -I � 1 -I 1 III -1 i I- III- IIEl11 -III=
#5 VERT. 024 "O.C. IN I ► I -1 i I -I I -111 -III -III -I 11 -1 1(-
BLOCK CELLS FILLED WITH CONIC. GROUT
WF -16, SEE
SCHEDULE -
2X8 P.T. CONT. LEDGER
WITH 5/8'0 HILTI KWIK
BOLT 3 @ 24 "0.C., 5"
EMBEDMENT
• • FOOTING AND
- BEYOND,
fTLAN II II
"TE" SEE SCHEDULE
FOR REINF.
4981 -,SW 74 Court
Miami; rL 3,3155
786.615.2943 ,m
786.6 7).1445 Fax
cbravo @arva-,lx.c;am
AA26002656
IB26001472
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URVANX. INC. AND MAY NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC W14rrEN PERMISSION OF
URVANX, INC.
IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND SPECIFICATIONS NTAINED�HEREIN
COMP YSWRFi 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
REVISIONS r I
I Nol DATE I DESCRIPTION
STRUCTURAL SECTIONS
•. i•
DRAWN BY — B.P. 1362
REVIEWEE' BY C.J.B.
PRO •