13-872-017,.
KEY NOTES
a #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,
OB" 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.)
4❑ 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" 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 —DADE COUNTY PRODUCT APPROVAL.,
®HARDIE PLANK SIDING OVER CONIC. CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40.
ZI4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS TYP.
(BENJAMIN MOORE SUPER WHITE INT -RM).
BRICK VENEER BASE WALL OR CHIMNEY STONE — "BROUO" ROMA BRICK BY EL DORADO STONE.
12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER
NUE —VUE STRAP, (SEE PLAN AND
SCHEDULE FOR ATTACHMENTS)—
PAINTED 1/2" GYPSUM WALLBOARD ON
1x2" METAL FURRING STRIPS @ 16"
O.C. ON C.M.U. W/ INSULATION (MIN.
R =4.1) BETWEEN FURRING STRIPS.
PAINT FINISH SELECTED BY OWNER—
Arm
2X4 P.T. BLOCKING
BETWEEN TRUSS
WITH (2) 10d TOE
NAILS EACH END
3/4" COX PLYWOOD SHEATHING
WITH 10d NAILS ter 6" O.C. ALL
SUPPORT
MATCH EXIST.)
.0. FINISH FLOOR
+0' -0"
CRAWL
16" PREF. FLAT WOOD
TRUSSES @ 24" O.C. MAX
NUE —WE STRAP MODEL
WRT -20 WITH (7) 16d NAILS
TO TRUSS AND (7) 16d NAILS
TO LEDGER
i 3� WALL SECTION
S-7 SCALE: 3/4" = 1'-0"
6/8" COX PLYWOOD
SHEATHING WITH 10d
NAILS @ 4" 0 /C, ALL
SUPPORT
PREFAB. WOOD
TRUSSES ® 24" O.C.
MAX
10d NAILS 0 4" O.C.
2 X P.T. BLOCKING
BETWEEN TRUSS
2 X 9.17. CONT. FASCIA WITH (2
NAILS EACH SUPPORT
TB -1, (SEE SCHEDULE)
9 GAGE JOINT REINF. @ 16" O.0
LADDER TYPE
#5 VERT. IN BLOCK CELLS FILLE
WITH CONC. GROUT, (SEE PLAN I
LOCATION)
FILL CELLS WITH
CONIC. GROUT AT
BOLT LOCATION
LEDGER "B" SEE
FOUNDATION NOTES
FOR REQUIREMENT
NUE —VUE HURRICANE
CLIP MODEL NVAC
WITH 6 -1OdX1 1/2"
NAILS TO TRUSS AND
(6) 1OdX1 1/2" TO
LEDGER
jh T.O. FOOTING
qV —3' -6" OR MATCH EXISTIN(
WF -16, (SEE
SCHEDULE)
10d NAILS ® 4"
NOVUE STRAP MODEL
NVSTA -16H, SEE ROOF
NOTES FOR ATTACHMENT
6/8" CDX PLYWOOD
SHEATHING W/ 10d
NAILS AT 6"
T.O. TIE BEAM
+ 12'-0"
2x P.T. CONT. FASCIA W/
(2) 16d NAILS ® 12" O.C.
TB -1 SEE SCHEDULE
T,O, EXIST.
jh TIE BEAM
qV +8' -2" (V.I.F.)
(MATCH EXIST.)
T.O. FINISH FLOOR
+0' -0"
12
3.6�
EXIST. TIE BEAM
TO REMAIN
EXIST, CMU WALL
TO REMAIN
PRE —FAB WOOD TRUSSES
24" O.C. MAX.
9 GA. JOINT REINF. @
16" O.C. LADDER TYPE
DRILL 3/4 "0 THRU EXISTING TIE
BEAM AND FILL WITH SIMPSON SET
ANCHORING ADHESIVE
#5 VERT. 0 32" IN BLOCK
CELL FILLED W/ CONC, GROUT,
SEE PLAN FOR LOCATION
EXISTING FLOOR FRAMING AND
SHEATHING TO REMAIN
EXIST. CRAWL SPACE
EXISTING WOOD FLOOR
SYSTEM TO REMAIN
GROUND SURFACE TO BE COVERED BY
11=111 -1II— — III —I CLASS I VAPOR RETARDER MATERIAL
N . III — III —II II -111 =Ill.
=1 I I -1 I I— —I 11EE I I-
II111 III. III IIL I'I
DRILL 3/4 " 0 HOLES X 6 " DEEP
AND FILL W/ SIMPSON SET
ANCHORING ADHESIVE
EXISTING WALL FOOTING
TO REMAIN
2 WALL SECTION
S-7 SCALE: 3/4" = 1' -0"
FOR COPULA, SEE ARCH.
DWGS.
1 O NAILS
4" O.C.
5/8 " COX PLYWOOD
SHEATHING WITH 10d
NAILS 0 4" O.C. ALL
SUPPORT —r-
3 #4 HORIZONTAL SHOWN
#4 E 012" O,C,
T.Q. CHIMNEY CAP
qV +25' -1"
8 "X24" CONC. TIE BEAM
REINF. WITH 2 #5 T. &
B., 2 #5 IN TERM AND #3®
0 12" O.C,
9 GAGE REINF. JOINT
REINF. @ 16" O.C..
LADDER TYPE
#5 VERT. IN BLOCK CELLS FILLED WITH
CONIC. GROUT, SEE (PLAN FOR LOCATION
PIGGY BACK TRUSSES 0
24" O.C. WAX, SE
DETAIL 7/S -5 FOR
ATTACHMENT 10d NAILS 0 4 "O.0
2X P.T. BLOCKING
BETWEEN TRUSS
FIT —TIGHT
PREFAB WOOD TRUSSES 0 24"
o. c. MAX
PREFAB WOOD TRUSSES
0 24" O.C. MAX
(2) 2X6 P.T. CONT. 2X P.T. BLOCKING ETWEEN
LEDGER WITH 6/8 0 TRUSSES
SIMPSON WEDGE LL A
BOLTS 0 24 O.C. 6" SIMPSON HANGER H S26,
EMBEDMENT SEE SCHEDULE
T.O. TIE BEAM
+12'-0
"
LEDGER "A ", SEE K
• NOTES
TB -1, SEE SCHEDULE _—AL4 ............
5# VERT. IN BLOCK
EACH FILLED WITH
CONIC. GROUT, SEE
PLAN FOR LOCATION
8 "x8" MIN. CONC.
LINTEL REINF. WITH 2
#5 TOP & BOTT. AND
#3 El 8" O.C.
WELL COMPRESSED
FILL
EXISTING FLOOR FRAMING AND
SHEATHING TO REMAIN —,
2 #5 CONT. ABOVE
BLOCK
#5 VERT, 0 24 O.C. IN
BLOCK CELLS FILLED WITH
CONC. GROUT
WF -30, SEE SCHEDULE
1 FIREPLACE SECTION
S-7 SCALE: 3/4" = 1'-0"
EXISTING CONC.
TIE BEAM TO
REMAIN T.O. EXIST,
jh TIE BEAM
+8' -2" (V.I.F.)
DRILL 3/4 -0 HOLES THRU
EXIST. TIE BEAM AND FILL WITH
SIMPSON SET ANCHORING
ADHESIVE
#6 VERT. IN BLOCK CELLS
FILLED WITH CONC. GROUT, SEE
PLAN FOR LOCATION
EXISTING BLOCK
WALL TO REMAIN
4" CONC. SLAB REINF. WITH 6 "X6"
W1.4XW1.4 W.W
1/2 " EXPANSION JOINT MATERIAL
1 O NAILS 0 4" O.C.
2X4 P.T. BLOCKING
BETWEEN TRUSS
WITH (2) 1 O TOE
NAILS EACH END
3/4" COX PLYWOOD SHEATHING
WITH 10d NAILS 0 6" O,C, ALL
SUPPORT
(MATCH EXIST.)
T.O. FINISH FLOOR
v
•il� r�
i
EN
..
12 • �•
�pI
• i•
4981 :SW 74 Cou?t
Miami, FL 33155
786.615.2943
786.06.a945 t, ax , n
cbravolaurvanx.ccm
AA26002656
IB ?.Finnl472
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HERON ARE THE SOLE
PROPERTY OF URVANX. INC. AND MAY NOT BE COPIED OR
DUPUCATED "OUT SPECIFIC WRTTTEJi PERMISSION OF
uTtvAwc. _iNc.
'l1�(:
-0 °4 m« .cry
0
�rt
`SEAL`
IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF E
SPEC FICA ON 1 NED THEREIN tAI P YSWITH ALL
APPUCABLE 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
REVISIONS
Nol DATE I DESCRIPTION
STRUCTURAL SECTIONS
�. �. L
S -7
SHEET