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4 3000# FIBERMIX CONC.
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OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
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Foundation & Footing Plan
scale: 1 /4" l'-0"
32'-4""
3,_9„ 1 T-10"' 1 4,_1 „ 4,_1 „ 1 3,-10„ 1 3,_9„
{ F-1 j F-2 F-3 I F-4
18" x 16" mono. footing
with (2) #5 rebar cont.
16"
18"r
MONO. EDGE FOOTING
F-5
18" x 16" mono. footing
with (2) #5 rebar Cont.
4"
/8-
-
18"
INTERIOR STEP FOOTING
FORMWORK & SHORING
18"" x 16" mono. footing
with (2) #5 rebar cont.
and curb
8„
w rr n rr
16"r
18"
CURB FOOTING
AT GARAGE
8"" x 8" mono. footing
with (1) #5 rebar cont.
4" _
4-
4" 4„
8"EDGE
THICKENED EDGE
Concrete shall be a minimum of 4'" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6"' x 6'" 10/10 WWM provide I- coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30' for #5 rebar
No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2" or less shall have a slope of 1 /4" per
foot minimum.
All sanitary lines above 2- shall have a slope of 1 /8" per
foot minimum.
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18" above the crown
of the road.
I
Recess 4" at Shower
8"
18-
TYP. SHOWER
RECESS
16rr
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superceded by Foundation Design Engineer
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1 /8" per foot for drainage
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4"
from edges and 5"" from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either '"Hilti C-100" or
Simpson Epoxy -Tie.
corner bars at beam
(outside only) (2) corner
bars at footing (min.) —
vert, dowel lapped with
wall reinforcing, all
laps 30" (min.) in grout
filled cell
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all corner bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
100.0
2" v.t.r.
I
2" v.t.r. ;
2"
I i
i Lay.
2'
Wash.
Sink
2"
W.G.
2„
4"
to sewer
system
2" Auto
Vent 1
E
Sink
2"
3"
Shower /3
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my OMPLIANG
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2" v.tr. I
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2"
R Lay.
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Lay.
W.C.
2J--' II SHWR.
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram ►..
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date revision
1/13/22 Added F-6
Footing
drawn
s.l.
checked
s.l.
date
10/13/21
scale
as noted
job number
21059
sheet
A--2