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8'-3"
6'-3"
17'-8'
5'-10"
2'-10" 2'-9" 116"
(4) Risers
(3) Treads
at 7"
at 11 "
69'-4"
T-0" 16„
6'-2"
38'-4"
19'-0"
6'-8"
6'-2 ""
16""
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F.F.E.
16" #5 Rebar
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#5 Rebar
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Foundation & Footing Plan
scale: 1/4- = 1'-0-
10" _ _ 1 " Nosing
Cast In Place conc.
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Riser Hght. not
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with (2) #5 rebar cont.
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Foundation & Footing Plan
scale: 1/4- = 1'-0-
10" _ _ 1 " Nosing
Cast In Place conc.
Steps with 3000# mix
OI 0.00'
Riser Hght. not
to exceed 7 3/4"
Conc. Ste
Garage
Detail
—�- -28„
F.F.E.
(2) #5 Top & (2)
#5 Bottom with (1) -
#3 Vert. 16"o.c. Typ.
F-1
F-2
18" x 16" mono. footing
with (2) #5 rebar cont.
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and curb
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SEE TYPICAL WALL
4 to 6
SECTION FOR DETAILS
4"
N
16-
6-18"
0
18"
STEMWALL & FOOTING
CURB FOOTING
L
AT GARAGE
F-3
F-4
Recess 4" at Shower
18" x 16" mono. footing
$
with (2) #5 rebar cont.
4" 4"
LL
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18"
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Steps with 2500# mix
NT -7 and #5 rebar 12"o.c.
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STEM WALL, SEE
TYPICAL WALL
SECTION
4" 2500# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Conc. Step Detail
Entry & Porch
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
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 12. 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.
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.
GENERAL FOUNDATION NOTES
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 1" 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
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
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drawn
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checked
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date
11/7/2020
scale
as noted
job number
20011
sheet
A-2