HomeMy WebLinkAboutLA205237 - 17885 Elder Ave Permit Pack2 2 Pheasant Run 5th
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
08/11/2022dmathews 17885 Elder Ave
SCOPE OF WORK:
INDEX:
S1 - Scope, Index, and Certification
S2 - General Notes
S3 - Step Footing Detail
S4 - Frost Wall Detail
S5 - Lookout Wall Detail
S6 - Full Height Wall Detail
MATERIALS:
Reinforcing Steel: Grade 40 (40 ksi) for #4 and smaller bars
Grade 60 (60 ksi) for #5 bars and larger
Rebar Substitution Notes:
1.Two #4's bundled may be used to substitute (1)#6 and vice versa provided they are of the same grade steel.
2.For vertical bars on S6, #5's may be used in lieu of #6's at two-thirds of the noted spacing.
Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements
Minimum 28 day compressive strength of 3000 psi for walls
Minimum 28 day compressive strength of 5000 psi for footings
Backfill Soil:Sand - 30 psf/ft effective lateral pressure
Sandy Clay (SC) - 45 psf/ft effective lateral pressure
Clay - 60 psf/ft effective lateral pressure
SITE ADDRESS:
Street:
City:
State:MN Zip:Craig Oswell, PE (MN #42341)
Oswell Engineering and Consulting, L.L.C.
Project Name:2022 Standardized Concrete Foundation Drawings
Description:Scope of Work, Index, and Certification
Project #21.100
Client Name:Hamill Concrete LLC
Client Address:900 West 128th St, Suite 205, Burnsville, MN 55337
34
2022 Standardized Concrete Foundation Drawings
1/1/2022
The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients.
These drawings are to be provided to the building inspection department as part of the permit package.
These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential
cases.These drawings are not to scale and all conditions are to be verified by the contractor.Means and
methods of construction for shoring,water-proofing,insulation,flashing,control and construction joints,
and all other non-structural requirements are to be by others in accordance with the Code and standard
industry practice. These drawings are valid until the end of 2022.
1901 E Hennepin Ave, #201
Footings may be 3000 psi if an approved admixture is used to achieve a water and vapor
resistance equivalent to 5000 psi
I hereby certify that this plan, specification, or
report was prepared by me or under my direct
supervision and that I am a duly licensed
professional engineer under the laws of the state
of Minnesota.
Page S1 of S6
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
GENERAL NOTES:
1.Wall thicknesses noted are nominal unless specifically stated otherwise.
2.Maximum wall to footing centerline offset is 2". A minimum of 2" of footing is to extend on each side of the wall.
3.Bar laps when required are to be at least 40 bar diameters for grade 40 and 60 bar diameters for grade 60.
4.Bend horizontal bars or provide matching hooks around all wall corners and intersections.
5.Horizontal bars may be placed anywhere within the wall thickness provided 2" minimum cover is provided.
6.Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained.
7.
8.
9.Anchor bolts 1/2" or larger in diameter do not require corrosion protection per IRC section R317.3.1 exception 1.
10.Anchor bolts may be substituted with 1/2" diameter threaded rod epoxy grouted at same spacing with 7" embed.
11.The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings.
12.Slope grade 6" minimum downward away from foundations within first 10 feet or provide Code adequate swale.
13.
14.
COLD WEATHER GUIDELINES:
1.
2.Concrete is to be delivered to the site in a timely manner.
3.Placement of concrete earlier in the day to take advantage of latent heat of sunlight is advised.
4.Do not add additional water. Using water-reducing admixtures is recommended when required.
5.Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground, snow, or ice.
6.Preheating of rebar is not required, however it is to be free of frost, snow, and ice.
7.
Oswell Engineering and Consulting, L.L.C.
Project Name:2022 Standardized Concrete Foundation Drawings
Description:General Notes
Project #21.100
Client Name:Hamill Concrete LLC
Client Address:900 West 128th St, Suite 205, Burnsville, MN 55337
34
Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded
into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels
may be bent down for safety and covering then bent back before wall placement.
The following information is general guidelines for the placement of concrete in cold weather conditions. It is the
contractor's responsibility to ensure proper means and methods are followed and that the final in place product is
adequate.
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures
below 10 degrees F and for the whole wall when below zero degrees F.
The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions
expected. Use of extra cement, early-strength concrete, and accelerators are recommended at temperatures
below 20 degrees F.
Sill plate sections require at least two anchors with one within 4" to 12" of each end and at all corners and
intersections. Walls less than 24" in length require only one anchor. Sill plates may overhang the face of the wall
provided the overhang is not loaded vertically and all anchor bolt/connection tolerances are met.
Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of
adequate shoring is required when the final floor and slab systems are not in place and fully anchored.
Maximum inside window well dimension is 72". Well walls are to be at least 8" thick placed monolithically with
house walls with horizontal bars extended into them and around corners. Provide two additional vertical bars and
one additional anchor bolt each side of opening. Opening header by others.
1/1/2022
Fax: 612-886-2966
www.oswellec.com
Page S2 of S6
Phone: 612-720-4639
HIGH FOOTING
LOW FOOTING
FOOTING STEP DETAIL
Oswell Engineering and Consulting, L.L.C.
Project Name:2022 Standardized Concrete Foundation Drawings
Description:Step Footing Detail (NOT TO SCALE)
Project #21.100
Client Name:Hamill Concrete LLC
Client Address:900 West 128th St, Suite 205, Burnsville, MN 55337
34
Adjacent steps are to be
placed no closer to either side
of the beam section than twice
the height of the largest step6'-0" maximum step
Optional control joint each end
of beam section by others
24" min(2) bundled #4 horizontal bars
top & bottom w/ 3" min
clearance extended at least
24" minimum beyond each end
of beam section (bar length =
step height + 4')
High footing should be placed
at 1-to-1 (45 degree) line, if
high footing is closer to step
than this line, place beam
section rebar as if it was at
this line as shown
1/1/2022
(beam section)
www.oswellec.com
Page S3 of S6
Phone: 612-720-4639
Fax: 612-886-2966
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Maximum applied
actual load = 4000 plf
uniform or 12,000
pound concentrated 6" minimum thick cast-in-place
concrete foundation wall
Wall framing by others
WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL
Note: Maximum unbalanced fill height is 36" for 8" thick wall & 48" for 10" wall
Oswell Engineering and Consulting, L.L.C.
Project Name:2022 Standardized Concrete Foundation Drawings
Description:Frost Wall Detail (NOT TO SCALE)
Project #21.100
Client Name:Hamill Concrete LLC
Client Address:900 West 128th St, Suite 205, Burnsville, MN 55337
34
Grade to be at least 6" below top
of wall
Sill plate by others w/ 1/2"
diameter anchor bolts w/ 7"
minimum embed & standard
washers @ 72" o.c. max or
equivalent metal strap anchors
(Anchor bolt clearance between
edge of both wall and sill plate is
to be 2")
6" minimum thick cast-in-place
concrete wall
Page S4 of S6
(1)#4 continuous horizontal bar
w/in 18" of top of wall
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
#4 x 2'-0" long dowels @ 72" o.c.
max w/ 5" minimum embed
Unreinforced concrete strip
footing per Code by others,
provide frost protection per Code
as required
1/1/2022
Optional slab ledge, maximum
stem height is 12" w/ width to
match sill plate
Wall framing by others
6" wall spacing:
8"+ wall spacing:
LOOKOUT WALL DETAIL
Oswell Engineering and Consulting, L.L.C.
Project Name:2022 Standardized Concrete Foundation Drawings
Description:Lookout Wall Detail (NOT TO SCALE)
Project #21.100
Client Name:Hamill Concrete LLC
Client Address:900 West 128th St, Suite 205, Burnsville, MN 55337
34
Grade to be at least 6" below top
of wall
Sill plate by others w/ 1/2"
diameter anchor bolts w/ 7"
minimum embed & standard
washers @ 72" o.c. max or
equivalent metal strap anchors
(Anchor bolt clearance between
edge of both wall and sill plate is
to be 2")
Page S5 of S6
(1)#4 continuous horizontal bar
w/in 18" of top of wall
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
Footing elevation may vary below
slab, provide frost protection per
Code
8" thick x 18" wide minimum
unreinforced concrete strip
footing (16" wide minimum for
maximum unbalanced grade of 2'-
6" or less), larger footing width
may be required for specific soil
bearing conditions to be
determined per Code by others
6" minimum thick cast-in-place
concrete wall
#4 x 2'-0" long centered
dowels w/ 5" minimum embed
wet set or epoxy grouted in
place
32" o.c. max for sand & 24"
o.c. max for SC & clay
48" o.c. max for sand, 42" o.c.
max for SC, & 36" o.c. max for
clay
1/1/2022 3'-2" max
Wood floor & wall framing by others
Grade to be at least 6" below top of wall
BASEMENT WALL DETAIL
Table Notes:
(1) =
(2) =
Allowed alternate anchors are:
Oswell Engineering and Consulting, L.L.C.
Project Name:2022 Standardized Concrete Foundation Drawings
Description:Full Height Wall Detail (NOT TO SCALE)
Project #21.100
Client Name:Hamill Concrete LLC
Client Address:900 West 128th St, Suite 205, Burnsville, MN 55337
34
Page S6 of S6
Continuous #4 horizontal bars, provide
at least (2) @ 8'-0" clear, (3) @ 9'-0"
clear, & (4) @ 10'-0" clear, At
contractor's option: The lowest wall
horizontal bar may be omitted if (2)#4
continuous horizontal bars are placed in
the footing
1901 E Hennepin Ave, #201
Minneapolis, MN 55413
Phone: 612-720-4639
Fax: 612-886-2966
www.oswellec.com
Unreinforced if concrete is 5000 psi or if
clear height is 4" less
Unreinforced if concrete is 4000 psi or if
clear height is 4" less
Cast-in-place concrete foundation wall
w/ #6 or equivalent vertical bars placed
1.5" from inside face, see table below for
spacing
2x6 minimum sill plate w/ 1/2" diameter
anchor bolts w/ 7" minimum embed & 2"
wide x 1/8" thick square or round
countersunk washers or alternative
anchor (Anchor bolt clearance between
edge of both wall and sill plate is to be
2.5") (see table below for spacing)
Exterior top of wall may have a brick
ledge provided the stem wall formed is
at least 6" thick & no more than 16" high
Connection of floor members to sill plate
to be per Code by others
1/1/2022 Clear Height8' or Less
Bolts
Alternate
NA
NA
36"(1)
NA
NA
Clay
9'Wall
Thickness
8"
10"
12"
#4 x 2'-0" long dowels @ 72" o.c. max w/
5" minimum embed
Sand SC Clay Sand SC
Unreinforced concrete strip footing per
Code by others, elevation below slab
may vary as required
MAB/ST, MASA/FA3, FWAZ, or 1/2"
diameter expansion bolts w/ 6" min embed
(install in accordance with the
manufacturer's recommendations)
10'
Clear Height and Soil Type
Sand SC Clay
Vertical Rebar Spacing
NA
NA
NA
NA 36"
36"(1)
NA
24"
36"
NA
36"
36"(1)
NA
36"(2)
NA
NA
NA
NA
NA
72"
48"
72"
24"
48"
18"
36"(1)
NA
NA
72"
36"
60"
24"
36"
12"
48"
18"
Sill Anchor Spacing
36"
12"
24"
8"
8/4/22 X
PM