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FLOOR &M NOTE&
I- FLOOR SLAB HAS A 4' CONC. SLAB WITH SYNTHETIC ENGINEERED
FIBERS, SUCH AS 'FIBERMESH', ADDED AT A RATE OF 1 -i2 L58 PER
EACH CU. YD. OF CONCRETE OR AS SPECIFIED BY THE FIBER
MANUFACTURER ON WELL COMPACTED FILL AND REINFORCED W/ 6X(O-10110
WIC (U.ON). WWF MUST BE PALCED 2' BELOW THE TOP OF THE SLAB
IN ORDER TO BE EFFECTIVE.
2- PROVIDE DIAMOND SHAPED ISOLATION JOINTS AT ALL COLUMNS (6' CLEAR OF
COL. AT CLOSEST POINT) AND SAW CUT JOINTS AT ALL COLUMN CENTER LINES
AND AT A SPACING NOT TO EXCEED 30' IN ANY DIRECTION (IN BAYS LARGER
THAN 30' PROVIDE A JOINT AT MID -BAY)
COORDINATE ALL DIMENSION$ WITH ARCHITECTURAL DRAWINGS.
PATTERN THAT MAY NEED TO BE FOLLOWED.
3- COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCH. DRAWINGS
COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ANY SPECIAL JOINT
4- CENTERLINE OF COL. OR WALL 16 CENTER LINE OF FOOTING (U.ON.)
5- FOR NOTES AND SCHEDULES SEE DWG. 8-5
MASONRY NOTES:
I- PROVIDE • 9 ga. LADDER TYPE HORIZONTAL MASONRY REINFORCEMENT s 16' O/C IN
ALL MASONRY WALLS.
2- PROVIDE DOVETAIL ANCHORS AT ALL INTERSECTIONS OF NON - BEARING
MA80NRY AND STRUCTURAL COLUMNS AND WALLS.
FILL GAP BETWEEN LAST BLOCK COURSE AND BOTTOM OF SLAB OR BEAM$ WITH
NON - SHRINK GROUT IN NON - BEARING MASONRY.
A 3- SPLICE VERTICAL MASONRY WALL REINFORCEMENT 46 BAR DIAMETERS AS
' FO-LOWS` FOR 0 5 BARS: 30'
FOR 0 6 BARS: 36'
FOR' 1 BAR$: 42'
4- AT EITHER SIDE OF OPENINGS BETWEEN Y -0' AND 4' -0' INCLUSIVE
PROVIDE 2 ' 5 VERT. IN GROUTED CELL (U.ON) FOR OPENING$ FROM 4' -0' TO
PROVIDE 2 •6 VERT. IN GROUTED CELL (U.ON) FOR OPENINGS FROM V -6' TO 8' -0'
PROVIDE 2 01 IN GROUTED CELL. (U.ON) IN OPENINGS WIDER THAN V -0'
PROVIDE AN 8 x 16 CONC. TIE COL. W/ 4 •6 VERT. 4 0 3 TIE$ is 6' O/C (U.ON)
5- ALL MASONRY IN THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE W/ ACI
530- 39/A6CE 5 -99 AND THE FLORIDA BUILDING CODE.
ALL MASONRY IN THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH
ACI 530 - 99
6- MASONRY UNIT$ TO COMPLY WITH ABTM C -90 AND HAVE A MIN. F'm =1500 PSI.
(NET AREA COMPRESSIVE BTRENGHT = 1900 PSI)
GROUT TO HAVE A MIN. Pc-30W PSI AT 26 DAYS WITH A SLUMP OF 6' +/- V AND
TO BE POURED IN 4' -0' LIFTS.
1- PROVIDE 'POUR HOLES' IN $LABS FOR FILLING GROUTED
CELLS IN NON - BEARING MASONRY WALLS
NOTE; PROVIDE CORNER BAR AT ALL
BEAM EXTERIOR PERIMETER
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