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3'-10" 5'-5" T-8""
18" x 16" mono. footing
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4'-10"" 4'-10"
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3'-10"
4'-11
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MONO. EDGE FOOTING
EDGE FOOTING
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F-4
18'" x 16" mono. footing
18" x 16"" mono. footing
with (2) #5 rebar cont.
with (2) #5 rebar cont.
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STEP FOOTING
CURB FOOTING
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4" 3000# FIBERMIX CONC.
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OVER .006 VAPOR BARRIER
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ON CLEAN, COMPACTED,
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TERMITE TREATED FILL
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2'-8 1 8"
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ASSUMED F.F.E. 0.00'
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Slope for
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Garage Dr.
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F-4
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3'-10"
4'-5"
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3'-10""
112"1
4'-4"
2'-4""
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2'-4",
12'-8"
18'-8""
31'-4"
20'-8",
Foundation & Footing Plan
Scale: 1/4" = 1'-0""
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F-1
F-3
18" x 16" mono. footing
8" x 8"" thick edge
with (2) #5 rebar cont.
with (1) #5 rebar cont.
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16""
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MONO. EDGE FOOTING
EDGE FOOTING
F-2
F-4
18'" x 16" mono. footing
18" x 16"" mono. footing
with (2) #5 rebar cont.
with (2) #5 rebar cont.
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4-
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4 slope
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8,
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18„
STEP FOOTING
CURB FOOTING
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Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
o If concrete slab contains 6" x 6" 10/10 WWM provide 1 coverage
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`o Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
4" 2500# Chi All 90% hooks are to be extended 10- minimum beyond the turn.
conc. pad Field bends are to be done cold and the diameter of the bend,
d 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
4" 2500# e, achieve minimum coverages.
conc. pad
Rebar overlap shall be 48 bar diameters. 30- for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
T-6”" In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superceded by Foundation Design Engineer.
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Satisfactory compaction test of fill does not verify lower soils are
adequate.
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to sewer
system
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8- per foot for drainage
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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.
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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.
FORMWORK & SHORING
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 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.
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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.
tractor to provide a All sanitary lines 2"" or less shall have a slope of 1/4- per
- & shut off valve at foot minimum.
t water lines All sanitary lines above 2- shall have a slope of 1/8- per
foot minimum.
Riser Diagram 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.
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drawn drawn
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checked
sa.
date
10/26/2020
scale
as noted
job number
20052
sheet
A-3
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drawn drawn
s.l.
checked
sa.
date
10/26/2020
scale
as noted
job number
20052
sheet
A-3