13-872-007�I
CV
T.O.
+ 12'
•
Lam
E #5 VERTICAL IN CONCRETE FILLED MASONRY CELL CAA 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.
E4" 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.
•r ••r D.C.
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" 0.(
EDGES & AT INTERMEDIATE SUPPORTS, PROVIDE MIAMI -DADE COUNTY PRODUCT APPR(
HARDIE PLANK SIDING OVER CONC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BAN
PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40.
4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS T
(BENJAMIN MOORE SUPER WHITE INT -RM).
Q. BRICK VENEER BASE WALL OR STONE : r • • r O• • BRICK i r • r • )
Q r STUCCO BAND, PAINT FINISH TO 13E SELECTED BY OWNER
+49.40 PSF
—66.15 PSF
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,.
— ` %___ ` ` V "` " " ' ' `"' CORROSION- RESISTANT WIRE
A-6 SCALE: 1/4" = 1` -011 MESH IITTHAN KINGS NOT
GREATER
4981 SW
Miami, FL 33155
786.615.2943
786.615.2946 Fax
cbravo @urvanx.com
AA26002656
IB2f 001 -472
T.O. TIE BEAM
+13' -9"
T.O. TIE BEAM,
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAAINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URY" INC. AND MAY NOT BE COPIED OR
DUPLICATED VYLIHOUT SPECIFIC *mTEN PERMISSION OF
URYANx. INC.
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SEAL
IN MY PROFESSIONAL_ JUDGEMENT AND TO THE BEST OF
MY KNO*UDGE AND BELIEF. THE PUNS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY *RH ALL
APPLICABLE BUILDING CODES.
T.O. EXIST. /NEW SLAB
+0' -0"
PANEL W/ -�J4. ,JU F-01
2 RIGHT (NORTH) ELEVATION CORROSION- RESISTANT WIRE
MESH WITH OPENINGS NOT
�,A-6 SCALE: 1/4" = 11-0° GREATER THAN 146"
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Consultant:
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
Nol DATE I DESCRIPTION
EXTERIOR ELEVATIONS
DATE 04.25.2014
DRAWN
r
REVIEWED BY C-J-B- PROJECT NO.
a