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FOOTING SCHEDULE
DIMENSIONS
MARK
WIDTH
LENGTH
THICKNESS
REINFORCEMENT
MF-1
16"
CONT.
24"
2- #5 BOT., 1- #5 TOP CONT.
MF-2
3-0"
3-0"
24"
4- #5 EACH WAY TOP & BOT.
MF-3
5-0"
5-0"
24"
5- #5 EACH WAY TOP & BOT.
MF-4
5-0"
6-0"
24"
6- #5 EA. WAY TOP & BOTTOM
MF-5
8'-0"
10'-01,
24"
1 10- #5 EA. WAY TOP & BOTTOM
MF INDICATES MONOLITHIC FOOTING. TOP ELEV. = 0'-0" (TOP OF SLAB)
PLAN NOTES
1. FLOOR SLAB SHALL BE 4" CONCRETE SLAB W/ 6x6- W2.9 x W2.9 WELDED
WIRE FABRIC OVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED,
COMPACTED SOIL.
2. FOOTINGS ARE PROPORTIONED FOR AN ALLOWABLE BEARING CAPACITY
OF 2,000 PSF, CONTRACTOR SHALL VERIFY.
3. S.J. INDICATES SAW CUT JOINT. SEE SHEET S-2 FOR DETAIL
4. REFER TO SITE PLAN FOR LOCATION OF PROPOSED BUILDING STRUCTURE.
5. FOUNDATION DESIGN IS BASED ON METAL BUILDING PLANS BY VULCAN
STEEL STRUCTURES, INC. PROJECT NO. 26785R1, DATED 9/2/20.
9
I
A
20'-0"
011 FOUNDATION PLAN
THICKENED EDGE
SEE PLAN
#5 CONT.-
4" CONC. SLAB
W/ 6x6-W2.9xW2.9
WELDED WIRE FABRIC
OVER COMPACTED SOIL
ijk 0'-0"
T.O. SLAB
02 SECTION 1 /2„ = 1,_0„
1,
3
MONOLITHIC FOOTING
SEE PLAN
03 1 SECTION
MONOLITHIC FOOTING
SEE PLAN
04 1 SECTION
ALL CONCRETE WORK IS DESIGNED ON THE BASIS OF "STRENGTH DESIGN"
IN ACCORD WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE". ALL CONCRETE WORK SHALL BE CONSTRUCTED IN STRICT ACCORD
WITH ACI 318-14.
CONCRETE WORK SHALL BE PROPORTIONED IN ACCORD WITH ACI 301,
"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 211.11,
"RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL
WEIGHT CONCRETE" TO PRODUCE THE FOLLOWING:
LOCATION
STRENGTH
(PSI)
TEST
AGE
(DAYS)
MAX
AGGR.
SIZE
MAX
W/C
RATIO
MINIMUM
CEMENT
(PER CU, YD.)
FOUNDATIONS
3000
28
3/4'
60
475 LBS.
SLAB ON GRADE
3000
28
3/4'
60
475 LBS,
CONFUCTS. DESIGN MIXES SHALL MEET OR EXCEED EACH
REQUIREMENT SPECIFIED. WHERE BOTH STRENGTH AND MAXIMUM
WATER -CEMENT RATIO ARE SPECIFIED, THE MOST STRINGENT SHALL
APPLY. FOR EXAMPLE, MAXIMUM WATER -CEMENT RATIO MIGHT
RESULT IN A STRENGTH GREATER THAN THE MINIMUM SPECIFIED:
UKEWISE, A LOWER WATER -CEMENT RATIO THAN SPECIFIED MAY BE
REQUIRED IN ORDER TO ACHIEVE THE REQUIRED STRENGTH.
WATER/CEMENT RATIO, W/C RATIO SHALL BE BASED ON TOTAL
CEMENTITIOUS MATERIAL IF NOT SHOWN ABOVE, W/C RATIO
SHALL BE DETERMINED BY SUPPLIER BASED ON STRENGTH RQMTS.
AIR CONTENT, ENTRAINED AIR IS NOT REQUIRED UNLESS SHOWN
ABOVE. WHERE AIR CONTENT IS SPECIFIED AND CONCRETE IS
BEING PUMPED, TESTING SHALL BE PERFORMED AT THE DISCHARGE
END OF THE PUMP OR HOSE. TOLERANCE FOR AIR CONTENT SHALL
BE + OR - 1 1/2X
3. CONCRETE SLUMP LIMITATIONS:
4" MINIMUM
6" MAXIMUM
4. NO WATER SHALL BE ADDED TO THE CONCRETE MIX AT THE JOB SITE
WITHOUT APPROVAL OF THE ENGINEER.
5. MAXIMUM AGGREGATE SIZE SHALL BE 3/4"INCH. ALL AGGREGATES SHALL
CONFORM TO ASTM C-33.
6. ADMIXTURES MAY BE USED ONLY AFTER APPROVAL BY THE ENGINEER.
7. ALL CONCRETE TO BE PUMPED SHALL BE DESIGNED ACCORDINGLY AND
SHALL COMPLY WITH SLUMP LIMITATIONS STATED HEREIN ABOVE AND
WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI
304, "PLACING CONCRETE BY PUMPING METHODS COMMITTEE REPORT".
8. A MINIMUM OF A 3 INCH INSIDE DIAMETER PUMP AND PIPE SHALL BE
USED TO TRANSPORT CONCRETE.
9. ALL CONCRETE SHALL BE CONSOLIDATED THROUGH USE OF MECHANICAL
VIBRATORS.
10. CONCRETE COVER FOR REINFORCING STEEL SHALL BE IN ACCORD WITH
ACI 318, AND SHALL BE A MINIMUM AS FOLLOWS, U.N.O.:
FORMED CONCRETE BELOW GRADE = 2"
UNFORMED CONCRETE BELOW GRADE = 3"
11. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO
SAFELY SUPPORT ALL CONSTRUCTION LOADS.
12. ALL STRUCTURAL CONCRETE IS TO BE CURED IN ACCORDANCE WITH
ACI 318. COMPOUND SHALL BE APPLIED THE SAME DAY AS THE
POUR AND IMMEDIATELY UPON HARDENING WHEN WIND /HUMIDITY
DICTATE. SPRAY COMPOUND WITH MINIMUM TWO PASSES AT
PERPENDICULAR PLACEMENT.
JOINT
SEALER
DETAIL ® SLAB SAW CUT (S.J.
1 /4" = 1 '-011 (N.T.S.)
4" CONC. SLAB
W/ 6x6-W2.9xW2.9
WELDED WIRE FABRIC
OVER COMPACTED SOIL
4 0'-0"
'T.O. SLAB
4" CONC. SLAB
W/ 6x6-W2.9xW2.9
WELDED WIRE FABRIC
OVER COMPACTED SOIL
6
as
.t
SEE PLAN
REINFORCING STEEL:
1. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, A-616,
AND/OR, A-617.
2. ALL REINFORCING STEEL SHALL BE GRADE 60,(60.0 K.S.I. YIELD
STRENGTH).
3. ALL REINFORCEMENT SPLICES SHALL BE IN ACCORD WITH ACI 318
FOR "STRENGTH DESIGN".
4. PLACEMENT DRAWINGS AND BAR LISTS SHALL CONFORM WITH ACI 318,
"MANUAL FOR STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES". ALL SHOP DRAWINGS SHAD BE SUBMITTED FOR REVIEW.
5. DETAILS FOR CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE
WITH THE CONCRETE REINFORCEMENT STEEL INSTITUTE "MANUAL OF
STANDARD PRACTICE", UNLESS OTHERWISE INDICATED.
6. ALL REINFORCEMENT STEEL SHALL BE ACCURATELY PLACED, RIGIDLY
SUPPORTED, AND FIRMLY TIED IN PLACE NTH BAR SUPPORTS AND
SPACERS, IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301
AND ACI 318.
7. ALL REINFORCING STEEL SHALL BE ASSEMBLED AS CAGES OR MATS,
WITH BARS EQUALLY SPACED AND TIED TOGETHER AT EACH INTERSECTION
BEFORE CONCRETE IS PLACED.
8. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS AND BE PLASTIC DIPPED
AFTER FABRICATION, ACCESSORIES FOR REINFORCING SHALL BE IN
ACCORDANCE WITH ACI CURRENT EDITION.
9. SUPPORT BARS SHALL NOT BE SPACED MORE THAN 4'-0" C/C. SUPPORT
BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN
V-6" PAST OUTERMOST CHAIR OR SUPPORT BAR.
10. A MINIMUM OF 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR
SHALL BE PROVIDED FOR TOP REINFORCING.
11. SPACER TIES SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING
STEEL SUCH THAT 2" MINIMUM CLEARANCE IS MAINTAINED UNLESS
OTHERWISE NOTED ON PLANS.
12. HOOK ALL COLUMN VERTICAL REINFORCING INTO SLAB/BEAM ABOVE
WHERE COLUMN TERMINATES.
13. PROVIDE CORNER BARS AT ALL FOOTING INTERSECTIONS.
BARS SHALL BE SAME SIZE AND QUANTITY AS BEAM REINFORCING,
LAPPING 30" IN BOTH DIRECTIONS.
IEM
LAP SPLICE SCHEDULE
BAR
SIZE
TOP BAR
LAP LENGTH
OTHER BAR
LAP LENGTH
#3
18"
14"
#4
25"
19"
#5
31"
24"
#6
37"
28"
#7
54"
42"
FOUNDATION AND CONCRETE SLAB ON FILL:
1. ALL SLABS ON FILL SHALL BE PLACED ON CLEAN, NON -ORGANIC
FILL.
2. FILL SHALL BE THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE
IS PLACED AS DESCRIBED BELOW.
3. ALL SLABS ON GRADE SHALL BE REINFORCED AS NOTED ON PLAN,
4. SLAB SHALL BE CAST ON 6 MIL VISQUEEN.
5. FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED
TO 95% MAXIMUM DRY DENSITY (ASTM D 1557, LATEST EDITION AT OPTIMUM MOISTURE
CONTENT WITHIN A DISTANCE OF 5'-0" BEYOND ALL FOOTING EDGES. AT LEAST
ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF
AREA. DENSITY TESTS ARE TO BE MADE 12" BELOW THE COMPACTED SURFACE.
RESULTS OF PROCTOR TEST(S) SHALL BE FURNISHED TO THIS ENGINEER, PRIOR TO
PLACEMENT OF CONCRETE.
6. ALL EXTERIOR CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH
AND ALL INTERIOR SURFACES SHALL HAVE A SMOOTH TROWEL FINISH.
1/2 If
/L" = 1 1-011
T.O. SLAB
1/2 If
/2If= 1 '-011
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DAVID B. GERS, P.E.
FLORIDA dct. NO. 54981
5343 PARK PLACE CIRCLE
BOCA RATON, FL 33486
T: 561-699-3776
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REVISIONS
DATE
Contract
Permit
Bid
Date
09/15/20
Scale
AS NOTED
Drawn
DBR
Job
MOORHEAD
Sheet
Of
S-1
1/1
Sheets