13-550-040C71 All
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1. FOR GENERAL NOTES, REFER TO SHEET 5 -1m.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -11
3. CENTERLINE OF COLUMNS AND /OR WALL SHALL COINCIDE WITH THE CENTER LINE OF BEAMS AND /OR
FOUNDATIONS BELOW.
4. CENTERLINE OF BEARING WALL OR COLUMN BELOW 15 CENTER LINE OF WALL OR COLUMN IN TH15 LEVEL
UNLESS OTHERWISE NOTED.
5_ COORDINATE ALL FLOOR SLOPES AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.
6. FOR EXACT LOCATION OF ANY OPENING AND /OR EQUIPMENT, COORDINATE WITH ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS.
7, FOR NON LOAD BEARING MASONRY WALLS AND /OR PARTITIONS, REFER TO ARCHITECTURAL DRAWINGS.
8. TOP OF FOUNDATIONS SHALL BE 4 4" BELOW FINISHED GRADE.
9. GROUND FLOOR 5LAB CON515TS OF A 4" CONCRETE SLAB ON GRADE OVER WELL COMPACTED FILL AND
6 MILL VAPOR BARRIER AND REINFORCED W 16X6- WI.4xW1.4WWF, LAPPED 6" MIN. WWF SHOULD BE PLACED
AT THE TOP 1/3 OF THE SLAB IN ORDER TO BE EFFECTIVE. ADDITIONALLY MESH SHALL BE SUPPORTED
USING CHAIR BOLSTERS.
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AS NOTED
DATE
04 -30 -13
JOB
13029
SHEET
S -2.4
OF
SHEETS
PAULA. MARTINEZ
FLORIDA REG. No. 42650
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