06-633-016••s• •o s s a•.- boil,
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I- FLOOR AREAS HAVE A 4' CONC. SLAB ON WELL COMPACTED FILL
OVER A POLYETHYLENE VAPOR BARRIER AND REINF. W/ 6x 6-6/6 WWF.
(U.ON.) LAPPED 6' MIN. (WWF SHOULD BE PLACED 2' BELOW THE TOP
OF THE SLAB IN ORDER TO BE EFFECTIVE).
2- PROVIDE DIAMOND SHAPED ISOLATION JOINTS AT ALL COLUMNS ((o'
CLEAR OF COLUMN AT CL05E5T POINT) AND SAW CUT JOINTS AT ALL
COLUMN CENTER LINES AND A$ INDICATED ON PLAN. (NO BAY LARGER THAN 25' X 25') COORDINATE WITH
ARCHITECTURAL DRAWINGS FOR ANY SPECIAL JOINT PATTERN THAT
MAY NEED TO BE FOLLOWED.
3- COORDINATE ALL FLOOR SLOPES AND ELEVATION WITH ARCHITECTURAL
DRAWINGS.
COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
4- CENTERLINE OF COLUMN OR WALL IS CENTER LINE OF FOOTING
5- TOP OF FOOTING ELEVATION:
ALL FOOTING5: EL. - 1-4'(U.ON,).
6- FOR GENERAL NOTES AND SCHEDULES SEE DWG, 5-5
MA80NRY NOTE&: (TYPICAL FOR ALL LEVELS)
I- PROVIDE M 9 ga. LADDER TYPE HORIZONTAL MASONRY REINIF,
6 16' O/C IN ALL MASONRY WALLS (U.ON.).
2- SPLICE VERTICAL MASONRY WALL REINFORCEMENT 48 BAR DIAMETERS AS
FOLLOWS: FOR* 5 BARS: 30'
FOR M 6 BARS: 36'
FOR # 1 BARS: 42'
3- AT EITHER SIDE OF OPENINGS BETWEEN 3'-0' AND 4'-0' INCLUSIVE
PROVIDE 2 N 5 VERT. IN GROUTED CELL (U.ON) FOR OPENINGS FROM 4'-0' TO (o'-6'
PROVIDE 2 0(o VERT. IN GROUTED CELL (U.ON) FOR OPENINGS FROM 6'-(O' TO 8'-0'
PROVIDE 2 01 IN GROUTED CELL. (U.ON) IN OPENINGS WIDER THAN 8'-0'
PROVIDE AN 8x 16 CONC. TIE COL. W/ 4 0(o VERT. 4 03 TIES ,0 8' 0/C (U.ON)
4- ALL MASONRY IN THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE W/ ACI
530-99/ASCE 5-99 AND THE FLORIDA BUILDING CODE.
ALL MASONRY IN THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH ACI 530-99.
5- MASONRY UNITS TO COMPLY WITH ASTM C-90 AND HAVE A MIN F'M AND A NET AREA COMPRESSIVE STRENGHT
(N.A.C.5.) AS FOLLOW: FOUNDATION TO ROOF FLOOR: F'M = 2000 PSI AND N.A.C.S. -- 2800 PSI.
CONTRACTOR MUST PROVIDE WRITTEN CONFIRMATION FROM THE MASONRY MANUF. OF THE ABOVE REQUIREMENTS.
6- GROUT TO HAVE A MIN. F'c=3000 PSI AT 28 DAYS WITH A SLUMP OF 8' ,/- 1' AND TO BE POURED IN 4'-0' LIFTS.
7- USE BAR SPACERS POSITIONERS TO MANTAIN MASONRY REINF. IN PROPER LOCATION AND VERTICAL ALIGNMENT.
rAA mo—mm—sm
1/411
= V-011
FOOTING REINF. NOTE:
PROVIDE 36' x 36' CORNER BARS
AT ALL CORNERS AND FOOTING CHANGES
IN DIRECTION. SPLICE REINF. 36 BAR
DIAMETERS (MIN.)
CONCRETE 3TAIR5
5' CONC. SLAB ON GRADE
W/ 0 3 1112- EA. WAY 4 1 0 3
EA. NOSING
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THESE PLANS ARE FOR RUILpINCs pEPARTMENT RE 1EW. .
THEY ARE NOT TO DE CONSTRUED AS FINAI,,CON5TRUGTION -
POCUMENT5 UNTIL ALL BUILDING DEPARTMENT, AM.PO IAL 0
ARE OBTAINED AND COMMENTS INCORPORATED INTO THESE DU6
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