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FOUNDATION PLAN NOTES:
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FLOOR SLAB AREAS TO BE COMPACTED TO 95% MAX. DRY DENSITY.
PLACE ALL GRANULAR FILL FOR SLABS-ON-GRADE ON FIRM UNDISTURBED
SOIL OR ENGINEERED FILL. SEE SOILS REPORT.
PROVIDE 1/2" DIA. X 8" TITEN HD MG (MECHANICALLY GALVANIZED) @ 4'-0"
O.C. AND WITHIN 12" OF EACH CORNER AND AT EACH SIDE OF EACH
OPENING. SILL PLATES SHALL BE 16'-0" LONG AS A MINIMUM WHERE
POSSIBLE. PROVIDE MASONRY ANCHOR STRAPS @ 2'-0" O.C.
ALL FOOTING DEPTHS SHALL BE MIN. OF 30" BELOW FINISHED GRADE.
FINISH GRADE SHALL BE PLACED A MINIMUM OF 6" BELOW TOP OF BLOCK
(CMU) OR FLOOR SLAB.
ALL BUILDING DIMENSIONS ARE DIMENSIONED TO OUTSIDE EDGE OF WALL
FRAMING AND SLAB. NOTE BRICK LEDGE IS NOT DIMENSIONED ON
FOUNDATION PLANS.
SEE CIVIL ENGINEERING DRAWINGS FOR ALL FINISHED GRADE ELEVATIONS
FOR SLABS, SIDEWALKS, & DRIVES. LONGITUDINAL AND TRANSVERSE
SLOPES, TEXTURES AND DETAILS FOR ALL EXTERIOR HARD SURFACE
CONDITIONS SHALL BE DESIGNED FOR ACCESSIBILITY.
PROVIDE AN APPROVED SLEEVE IN THE FOUNDATION WALL OR FOOTING
FOR SLAB-ON-GRADE PATIO SITE DRAIN STORM PIPING IF DRAIN IS
INDICATED ON THE DRAWINGS.
THE 2x SOLE PLATE IN DIRECT CONTACT WITH CONCRETE OR MASONRY
SHALL BE TREATED (WOLMANIZED) LUMBER.
REFER TO SHEET A551 FOR FOUNDATION DESIGN DATA AND GEOTECHNICAL
NOTES. REFER TO THE SHEAR WALL DRAWINGS FOR PLACEMENT AND
IDENTIFICATION OF HOLD DOWNS.
12. FOUNDATION METAL FLASHING AND FOUNDATION METAL ANCHORS AND
FASTENERS SHALL MEET THE TREATED LUMBER MANUFACTURER'S
REQUIREMENTS FOR MATERIAL COMPATIBILITY.
13. IF PROVIDED, A PERIMETER FOUNDATION DRAIN SHALL CONNECT INTO THE
SITE STORM PIPING, UNLESS NOTED OTHERWISE.
1. REFER TO APPROPRIATE SHEET FOR TYP. FOUNDATION DTL'S.
14. FOUNDATION PERIMETER INSULATION SHALL BE A MINIMUM THICKNESS OF
2" w/ (R10) THERMAL RESISTANCE.
15. CHAIR-UP REINFORCING BARS IN FOOTINGS w/ 3" COVERAGE.
CAST-IN-PLACE CONC. NOTES:
PIERS: 2 INCHES
FOOTINGS: 3 INCHES
SLAB-ON-GRADE: MID-DEPTH OF SLAB
A. WALL FOOTINGS, SPREAD FOOTINGS, ALL CONCRETE BELOW
IN ACCORDANCE WITH ACI 315 AND SHALL BE SHOP
A. DEFORMED BARS: ASTM A-615, Fy=60000 PSI
C. ALL REINFORCING STEEL SHALL BE DETAILED IN
B. WELDED WIRE FABRIC: ASTM A-185, Fy=65000 PSI
FROST LINE - NORMAL WEIGHT, 3,000 PSI, 2% AIR.
B. EXTERIOR SLABS, PIERS, ALL CONCRETE EXPOSED TO
C. INTERIOR SLABS ON GRADE - NORMAL WEIGHT, 4,000 PSI,
FREEZE/THAW CONDITIONS - NORMAL WEIGHT, 4,000 PSI,
2% AIR.
6% AIR.
2. STEEL REINFORCEMENT:
FABRICATED.
3. FURNISH AND RETAIN THE SERVICES OF A QUALIFIED TESTING
LABORATORY TO COLLECT AND TEST FOUR TEST CYLINDERS FOR EACH 50
CUBIC YARDS OF CONCRETE POURED EACH DAY.
4. ONE CYLINDER SHALL BE TESTED AT 7 DAYS, TWO AT 28 DAYS, AND ONE
SHALL BE RETAINED AS A SPARE.
5. UNLESS NOTED OTHERWISE, CHAMFER EDGES OF ALL
EXPOSED CONCRETE 3/4".
6. DIMENSIONS SHOWN ON CONCRETE FOUNDATION PLANS ARE FROM FACE
TO FACE OF CMU FOUNDATION WALL UNLESS NOTED OTHERWISE.
7. CONFIRM ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL FLOOR
PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION.
8. ALL STEEL REINFORCING FOR FLOOR SLABS SHALL BE
SUPPORTED AT MID DEPTH OF THE SLAB UNLESS NOTED
OTHERWISE.
9. SUPPORTS SHALL CONSIST OF CONCRETE BRICKS OR STEEL CHAIRS
WITH SAND FEET FOR SLABS-ON-GRADE.
10. MINIMUM COVER FOR STEEL REINFORCEMENT:
11. SAW SLAB CONTROL JOINTS WITH SOFT CUT SAW AS SOON AS
CONCRETE WILL SUPPORT FOOT TRAFFIC AND CUTTING MACHINE.
1. CONCRETE 28 DAY COMPRESSIVE STRENGTH AND AIR ENTRAINMENT
REQUIREMENTS:
THICKENED SLAB
COLD JOINT @ SLAB EDGE
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FINISH FLOOR: 4" CONCRETE SLAB w/ 6x6 #10x10 WWM REINFORCING
ON 6 MIL. POLYETHYLENE VAPOR BARRIER OVER MINIMUM OF 4"
GRANULAR FILL.
4" THICK CONCRETE PATIO. PROVIDE A POSITIVE SLOPE OF A MINIMUM
1/8" PER. FT. AWAY FROM BUILDING
ENTRY SLAB: 6" CONCRETE - SLOPE AT 1/8" MIN. PER. FT. (BUT NOT TO
EXCEED 1/4" PER FT.) AWAY FROM BUILDING AND SHALL COMPLY WITH
ALL ACCESSIBILITY GUIDELINES
THICKEN FRONT EDGE OF SLAB TO ADJUST TO GRADE
8 3'x3'x1' CONCRETE PAD FOOTING W/(3) #5 BARS EACH WAY TOP AND
BOTTOM
FOUNDATION PLAN KEY:
CMU OR MASONRY VENEER TO FOUNDATION
architects and land planners6201 carrollton avenueIndianapolis, in 46220phone 317 202 0661fax 317 202 0662email office@weaversherman.comweaver sherman design07/26/22