13-872-018KEY 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.
f8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER —TYPE HORIZONTAL REINFORCEMENT EVERY OTHER
COURSE.
®4" CONCRETE SLAB ON GRADE W/ WWF 6 "x6" W1,441.4 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.
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 @ 4" O.C. AT SUPPORTED
EDGES & AT INTERMEDIATE SUPPORTS. PROVIDE MIAMI —DADE COUNTY PRODUCT APPROVAL
FHARDIE PLANK SIDING OVER CONC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40.
O4" 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.
F 12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER
Ed
MATCH EXIST.)
T.O. FINISH FLOOR
IRV O' -o"
PREFAB WOOD
TRUSSES 0 24"
O.C. MAX.
12
3.5
1
TB -7, SEE SCHEDULE t
CONC. COLN. C1 BEYOND
314" CDX PLYWOOD SHEATHING
WITH 10d NAILS 0 6" O.C., ALL
SUPPORTS
2x6 WOOD JOIST 0 16" O.C. —
NUVUE HANGER MODEL NVJH26 WITH
(10) 10d x IV NAILES TO HEADER
AND (6) 10d x %" NAILES TO
JOISTS, TYPICAL EACH END.
2x8 P.T. CONT. LEDGER WITH WO
HILTI KWIK BOLT 3 0 24" O.C., 5"
EMBEDMENT
EXIST. CRAWL SPACEI
EXISTING WOOD FLOOR
SYSTEM TO REMAIN —
-lit -
EXISTING CMU STEM
WALL TO REMAAN
EXISTING WALL FOOTING
TO REMAIN
1 WALL SECTION!
S-8 SCALE: 3/4" = 11-0"
1Od NAILS AT 4" O.C.
3/4" CDX PLYWOOD
SHEATHING
16" PREFAB FLAT
WOOD TRUSSES
0 24" O.C. MAX. -
LEDGER "C ", SEE
NOTES ON PLAN —
)z" EXPANSION
JOINT MATERIAL —
OFF
- - W-A
01,
AMA Millit
Me
Mq
10 1 L 11 MA MA WE IN MA OWA
Sir
ra.
NUVUE STRAP, SEE PLAN AND
SCHEDULE FOR ATTACHMENTS
%" CDX PLYWOOD
SHEATHING WITH 10d
NAILS @ 4" O.C., ALL
SUPPORTS
2x P.T. BLOCKING
BETWEEN TRUSSES
I
PAINTED 2 "x8" CONT. P.T.
WOOD FASCIA WITH (2) 16d
NAILS EACH SUPPORT
- - - - - - - - - - --- ►
3
s -�
8 "x8" CONC, CAP REINF,
WITH 2 #5 CONT.
#5 VERT. AT 24" O.C.
BLOCK CELLS FILLED
WITH CONC. GROUT.
9 GAGE JOINT REINF.
16" O.C., LADDER TYPE
ALUM. RAILING, SUBMIT SHOP
DWG.S AND CALCULATIONS SIGNED
AND SEALED BY A FL P.E. FOR
APPROVAL PRIOR TO FABRICATION
4" CONC. SLAB REINF. WITH
DOUBLE LAYER OF 6 "x6"
W1.441.4 W.W.M. AS SHOWN
#4 DOWELS 0 8" O,C.
1 #3 EACH NOSING
(MATCH EXIST.)
T.O. FINISH FLOOR
IV +0' -0"
4" CONC. SLAB REINF. WITH
DOUBLE LAYER OF 6 "x6"
W1.441.4 W.W.M. AS SHOWN
J% H.P. OF GARAGE SLAB
—2' -2"
BACKFILL AS REQUIRED
VAPOR BARRIER
WELL
ILL COMPACTED
jT.O. TIE BEA(
+12' -0"
T.O. BEAD_
+7' -4"
jh H.P. OF GAR
—2' -4"
T.O. FOOTING
Irl —3" -6"
c /o" nnv ni
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT` HEREIN ARE THE SOLE
PDUPLICCAATED "OUT SPECIFIC WRITTEN PERMISSION OFF
URVANx. INC.
f}f 4jj�y P P �
d
0
S Lr
IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF, THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WrrH ALL
APPLICABLE BUILDING CODES.
Consultant:
Addition /Renovation
for
ASCI9.T. IT° (2) Salcines / Gonzalez
16d NAILS EACH
SUPPORT 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
iCO •
STRUCTURAL SECTIONS
_
11ATF 0.
C.J.B. IRAWN BY B.P.
AEVIEWED BY
1362
PROJECT NO.