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1. FOR GENERAL NOTES, REFER TO SHEET 5 -1.0.
2. FOR TYPICAL DETAILS, REFER TO SHEET 5 -1.1.
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 THIS 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.
I. FOR NON LOAD BEARING MASONRY WALLS AND/OR A
D R P RTITIONS, REFER t0 ARCHITECTURAL DRAWINGS.
8. TOP OF FOUNDATIONS SHALL BE -2'0" BELOW FINISHED GRADE.
9. GROUND FLOOR SLAB CONSISTS OF A 4" CONCRETE SLAB ON GRADE OVER WELL COMPACTED FILL AND
6 MILL VAPOR BARRIER AND REINFORCED W /6X641.440AULF, LAPPED 6" MIN. WWF SHOULD BE PLACED
AT THE TOP 1/3 OF THE 51-AB IN ORDER t0 BE EFFECTIVE. ADDITIONALLY MESH SHALL BE SUPPORTED
USING CHAIR BOLSTERS.
22' -10"
EL. +4' -2"
T/MASONRY WALL
EL. +4' -4" 1 =
T /GONG CCD
. COMN 1 _ 1 - - - - --- TF -` - - -- - I
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CF-20 - - -I
CF -20
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-0" 3' -0"
-0" 3' -0"
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-0" 31-0"
13055
SHEET
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OF SHEETS
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OVER 6 MIL VAPOR BARRIER I I a r OVER 6 MIL VAPOR BARRIER
4 WELL COMPACTED FILLED. 1 I N N 4 WELL COMPACTED FILLED. (4) I 1
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FOUNDATION FLAB
SCALE: 1/4"=1'-0"
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FOUNDATION
PLAN '
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PM M ENGIN FIRS
STRUCT�RY" fV.RING
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PAUL A.
FLORIDA REG. No. 42F?'
PMMCE JOB # 13055
01
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AS NOTED
DATE
1 1/12/13
Joe
13055
SHEET
S
-2.0
OF SHEETS
RAUL R. SOTOLONGO • AR -7712
JENNIFER MALLON SALMAN • AR -17111
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