2400 Kings Rd - Permit 25SP-00025For Inspections: (952) 442-7520
NOTICE
MUST BE POSTED ON JOB SITE
Date Issued:05/07/2025
Expiration Date:
Residential Miscellaneous
11/03/2025
2400 KINGS RD, SPRING PARK, MN
55384
Job Site Address:
Category:
Permit Type:
Valuation:
Deck/Porch (Residential)
$55,422.40
Property Owner:BRADLEY L BERLAND
2400 KINGS RDMailing Address:
SPRING PARK, MN 55384
Phone:(952) 421-8215
Email:packersbrad@mchsi.com
Subdivision:
Parcel ID:19-117-23-12-0126
Filing:
Lot:
Block:
Total Sq Ft:
Required Setbacks:
Actual Setbacks:
Description of Work:
Removal of current deck boards
Contractors:
RIVER VALLEY REMODELERS LLC (800)
240-5675
Primary State Surcharge $ 27.71
Residential Building Permit $ 882.60
Contractor License Look-up $ 5.00
Residential Plan Review $ 573.69
Total Fees:$ 1,489.00
Fee Items Amount
05/07/2025
Building Department Signature/DateSignature of Applicant/Date
Deck/Porch (Residential)
25SP-00025
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
Phone:(952) 471-9051 Fax: (952) 471-9160
INSPECTION CARD
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
POST THIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE
AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PERMIT NO.:25SP-00025 PERMIT TYPE:
Deck/Porch
(Residential)ISSUED DATE:05/07/2025 EXPIRATION DATE:11/03/2025
PROJECT ADDRESS:2400 KINGS RD, SPRING PARK, MN 55384 PARCEL NO.:
19-117-23-
12-0126
OWNER:BRADLEY L BERLAND
CONTRACTOR:RIVER VALLEY REMODELERS LLC CONTRACTOR PHONE:(800) 240-5675
DESCRIPTION OF WORK:Removal of current deck boards
INSPECTION INSP
DATE
PASSED COMMENTS
Framing
INSPECTION INSP
DATE
PASSED COMMENTS
Building Final
CONSTRUCTION TYPE:OCCUPANT LOAD:
APPLICANT:River Valley Remodelers - Lisa
OWNER PHONE:(952) 421-8215
APPLICANT PHONE:(800) 240-5675
Page 1 of 1
Fire Approval:Date:Engineering
Approval:Date:
PW Approval:Date:Other ( ):Date:
To request an inspection: (952) 442-7520
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Project Name:
Approval Status:Date:
Construction Type:
Approved with Comments
Jurisdiction:
05/02/2025
Applicant Name:River Valley Remodelers - Lisa
Applicant Phone:(800) 240-5675 Applicant Email:lbenson@rivervalleyremodelers.com
Jobsite:2400 KINGS RD
Code:2020 1309, Minnesota Residential Code
Reviewed:Building
The plans and specifications, for the project named above, have been reviewed for substantial compliance with the
current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the
supposition that the data on which the design is based are correct and that the necessary legal authority has been
obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper
and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately
responsible for providing complete code compliance and maintaining minimum construction standards for the
safeguarding of life or limb, health, public welfare and property while constructing this project.
Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from
these documents and/or additional information shall be submitted to the Department of Building Safety for code
compliance review and approval. Written response of approval must be on site prior to implementation of such changes.
The following information is related to the submitted plans/scope or as general information regarding code compliance.
Compliance with the stated requirements will be verified during the construction process.
All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety,
when ready to schedule an inspection, at (952) 442-7520 during regular business hours.
If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or
email at codereview@mnspect.com.
City of Spring Park
ID:25SP-00025
Kevin Kamerud
Plans Examiner
(952) 442-7520
kkamerud@safebuilt.com
2400 KINGS RD Page 1
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Plan Specific Items:
Building: Approved with Comments - Kevin Kamerud, kkamerud@safebuilt.com
MN Residential Code:
1.Approved corrosion-resistant flashing shall be applied shingle-fashion in such a manner as to prevent entry of
water into the wall cavity or penetration of water to the building structural framing components. Self-adhered
membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior
wall finish. Approved corrosion-resistant flashing shall be installed at all the following locations: (MN Rule
1309.R703.4)
i.Continuously above all projecting ledger boards.
ii.Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood-frame construction.
2.Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing
of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided
with an artificial light source located at the bottom of the landing or stairway. (MN Rule.1309 303.8)
3.There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less
than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of
travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2-
percent). (MN Rule 1309.R311.3)
4.Exterior landings, decks, balconies, stairs, and similar facilities shall be positively anchored to the primary structure
to resist both vertical and lateral forces or be designed to be self-supporting. Attachment shall not be accomplished
by use of toenails or nails subject to withdrawal. (MN Rule 1309.R311.5)
5.Stairways shall not be less than 36 inches in clear width at all points above the permitted hand-rail height and
below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the
stairway. (MN Rule 1309.R311.7.1.2)
6.A flight of stairs shall not have a vertical rise larger than 151 inches between floor levels or landings. (MN Rule
1309.R311.7.3)
7.Handrails shall be provided on at least one side of each flight with four or more risers. Handrails to comply with
MRC R311.7.8 for mounting height, continuity, and grip-size. (MN Rule 1309. R311.7.8)
8.Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp
slope, shall be not less than 34 inches and not more than 38 inches. (MN Rule 1309.R311.7.8.1)
9.Handrails adjacent to a wall shall have a space of not less than 1-1/2 inch between the wall and the handrails. (MN
Rule 1309.R311.7.8.3)
10.Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of
the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in
newel posts or safety terminals. (MN Rule 1309.R311.7.8.4)
11.The maximum riser height shall be 7-3/4 inches. The riser shall be measured vertically between leading edges of
the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than
3/8 inch. Open risers are permitted provided that the opening between treads on risers located more than 30”
above the floor do not permit the passage of a 4-inch-diameter sphere. (MN Rule 1309.R311.7.5.1)
12.The minimum tread depth shall be 10 inches. The tread depth shall be measured horizontally between the vertical
planes of the foremost projection of adjacent treads and at a right angle to the tread’s leading edge. The greatest
tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (MN Rule
1309.R311.7.5.2)
2400 KINGS RD Page 2
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
13.Guards shall be located along the open sides of floors, stairs, ramps, and landings that are located more than 30
inches measured vertically to the floor or grade below. Insect screening shall not be considered as a guard. (MN
Rule 1309.R312.1.1)
14.Required guards at open-sided walking surfaces, including stairs, porches, balconies, or landings, shall be not less
than 36 inches high measured vertically above the adjacent walking surface, or the line connecting the leading
edges of the treads. (MN Rule 1309. R312.1.2)
i.Exceptions:
a.Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically
from a line connecting the leading edges of the treads.
b.Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard
shall not be less than 34 inches and not more than 38 inches measured vertically from a line
connecting the leading edges of the treads.
15.Required guards shall not have openings from the walking surface to the required guard height which allow
passage of a sphere 4 inches in diameter. (MN Rule 1309.R312.1.3)
i.Exceptions:
a.The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a
guard, shall not allow passage of a sphere 6 inches in diameter.
b.Guards on the open side of stairs shall not have openings which allow passage of a sphere 4-3/8
inches in diameter.
16.Plastic composite exterior guards shall comply with the requirements of Section R507.2.2 and ASTM D7032. (MN
Rule 1309.R507.2.2)
17.The ends of beams shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of
bearing on concrete or masonry for the entire width of the beam. Where multiple-span beams bear on intermediate
posts, each ply must have full bearing on the post in accordance with Figures R507.5.1(1) and R507.5.1(2). (MN
Rule 1309.R507.5.1)
18.Deck beams shall be attached to supports in a manner capable of transferring vertical loads and resisting
horizontal displacement. Deck beam connections to wood posts shall be in accordance with Figures R507.5.1(1)
and R507.5.1(2). Manufactured post-to-beam connectors shall be sized for the post and beam sizes. Bolts shall
have washers under the head and nut. (MN Rule 1309. R507.5.2)
19.The ends of joists shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of
bearing on concrete or masonry over its entire width. Joists bearing on top of a multiple-ply beam or ledger shall be
fastened in accordance with Table R602.3(1). Joists bearing on top of a single-ply beam or ledger shall be
attached by a mechanical connector. Joist framing into the side of a beam or ledger board shall be supported by
approved joist hangers. (MN rule 1309.R507.6.1)
20.Joist ends and bearing locations shall be provided with lateral resistance to prevent rotation. Where lateral restraint
is provided by joist hangers or blocking between joists, their depth shall equal not less than 60 percent of the joist
depth. Where lateral restraint is provided by rim joists, they shall be secured to the end of each joist with at least
three 10d (3-inch by 0.128-inch) nails or three No. 10 x 3-inch long wood screws. (MN Rule 1309.R507.6.2)
21.Deck ledgers shall be a minimum 2-inch by 8-inch nominal, pressure-preservative-treated Southern pine, incised
pressure-preservative-treated hem-fir, or approved, naturally durable, # 2 grade or better lumber. Deck ledgers
shall not support concentrated loads from beams or girders. Deck ledgers shall not be supported on stone or
masonry veneer. (MN Rule 1309.R507.9.1.1)
22.Band joists supporting a ledger shall be a minimum 2-inch-nominal, solid-sawn, spruce-pine-fir or better lumber or
a minimum 1-inch by 9-1/2-inch (25 mm ´ 241 mm) dimensional, Douglas fir or better, laminated veneer lumber.
2400 KINGS RD Page 3
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Band joists shall bear fully on the primary structure capable of supporting all required loads. (MN Rule
1309.507.9.1.2)
23.Fasteners used in deck ledger connections in accordance with Table R507.9.1.3(1) shall be hot-dipped galvanized
or stainless steel and shall be installed in accordance with Table R507.9.1.3(2) and Figures R507.9.1.3(1) and
R507.9.1.3(2). (MN Rule 1309.R507.9.1.3)
24.Alternate framing configurations supporting a ledger constructed to meet the load requirements of Section R301.5
shall be permitted. (MN Rule 1309.R507.9.1.4)
25.Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground. Where
the lateral load connection is provided in accordance with Figure R507.9.2(1), hold-down tension devices shall be
installed in not less than two locations per deck, within 24 inches of each end of the deck. Each device shall have
an allowable stress design capacity of not less than 1,500 pounds. Where the lateral load connections are
provided in accordance with Figure R507.9.2(2), the hold-down tension devices shall be installed in not less than
four locations per deck, and each device shall have an allowable stress design capacity of not less than 750
pounds. (MN rule 1309.R507.9.2)
26.Buildings shall be provided with approved address identification. The address identification shall be legible
and placed in a position visible from the street or road fronting the property. These numbers shall contrast with
their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled
out. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. Where required by
the fire code official, address identification shall be provided in additional approved locations to facilitate
emergency response. Where access is by means of a private road and the building address cannot be viewed
from the public way, a monument, pole, or other sign or means shall be used to identify the structure. Address
identification shall be maintained. (MN Rule 1309.R319.1)
MN Special Provisions:
1.Minimum footing depth in zone I is 42 inches. (MN Rule 1303.1600 Subpart 1)
2400 KINGS RD Page 4
Read all attached materials.
Everyone performing work to
which the code is applicable
shall comply with the code.
BEFORE YOU DIG
Contact Gopher State One Call to locate buried utilities.
651-454-0002 or 800-252-1166
http://www.gopherstateonecall.org/
In accordance with Minnesota law, you must wait 48 hours
(excluding weekends and holidays) after you’ve submitted
your dig information to begin your digging project.
Approved lateral load connections are
required at connection of deck to house.
Composite decking often has reduced span
ratings, especially when used as stair
treads. Maximum spans of composite
decking shall not exceed spans specified in
manufacturers installation instructions.
Instructions to be available on-site at final
inspection.
The field copy of these plans must be kept
on-site and made available to inspector
during all inspections.
To schedule inspections call
(952) 442-7520
Please have the permit number and street
address ready at the time of the call.
NOTICE
Plan review was done in accordance with the current
Minnesota Building Code. Plan review does not waive
any additional code compliance issues found on site.
Manufacturer's Installation Instructions
Shall Be Followed And Available To The
Field Inspector At Time Of Inspection.
REFER TO APPROVAL LETTER
FOR ADDITONAL COMMENTS
AND REQUIREMENTS
Reviewed for Code Compliance
By:
Date:
This review is limited to the submitted scope of work, is based upon the supposition that the plan
accurately depicts the intended construction and end-use, that the necessary legal authority has
been obtained to construct the project and work is subject to code compliance and field
inspection during construction.
Permit #:Code Edition:
Occupancy Classification:
Type of Construction:KevinKamerud
5/2/2025
25SP-00025
Not Applicable
IRC-1 Single Family Dwelling
2020 MN Residential Code
Electrical
All electrical must be approved by State Electrical Inspector.
For electrical permit inquiries please contact the
Department of Labor & Industry.
www.dli.mn.gov
dli.electricity@state.mn.us / (651) 284-5026
Exterior stairway illumination.
Exterior stairways shall be provided
with an artificial light source located
at the top landing of the stairway.
(MN Rules 1309.R303.8)
1607.8.1.1 Concentrated load. Handrails and guards
shall be designed to resist a concentrated load of 200
pounds (0.89 kN) in accordance with Section 4.5.1.1 ofASCE 7.
AZEK 1x6 Decking
attached to Stringers
using (2) #7 x 2 1/4”
Screws
10.00”
Maximum
26.00” Minimum
DIAGONAL INSTALLATION
SUBSTRUCTURE
12” on center maximum joists.
More severe angles may require closer
joist spacing.
3
12”
Dear Spring Park, MN - Permits & Licenses,
LISA BENSON has made a web Payment through The Payment Group for:
Payment Information
Date Paid:Tuesday, 06 May 2025 10:20:32 CT
Confirmation:X627R3
Credit Card Number (last 4
digits):5998
Credit Card Type:Visa
First Name Last Name Business Name
Full Address -
City, State &
Zip
Permit or
License
Number
Payment
Amount
LISA BENSON RIVER VALLEY
REMODELERS 240 CTY RD M $1,489.00
LISA BENSON can be reached at : 800-240-5675 or lbenson@rivervalleyremodelers.com if there are
any questions regarding this payment.
Click here to login to your The Payment Group admin account
Thank you once again for choosing The Payment Group!
From:payment4=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of payment4@thepaymentgroup.com
To:Jamie Hoffman
Cc:payment@thepaymentgroup.com
Subject:LISA BENSON Permit Payment to Spring Park, MN - Permits & Licenses from TPG
Date:Tuesday, May 6, 2025 10:20:39 AM
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
(952) 471-9051
25SP-00025 | Deck/Porch (Residential)
RECEIPT
Assessed Fee Items
Fee items being paid by this payment
Assessed
On Fee Item Account Code Assessed Amount Paid Balance Due
05/02/25 Contractor License Look-up $5.00 $5.00 $0.00
05/02/25 State Surcharge $27.71 $27.71 $0.00
05/02/25 Residential Plan Review $573.69 $573.69 $0.00
05/02/25 Residential Building Permit $882.60 $882.60 $0.00
Totals:$1,489.00 $1,489.00
Previous Payments
Remaining Balance Due
$0.00
$0.00
Payment Amount:$1,489.00
Receipt Number: 436
May 7, 2025
Transaction Method Payer Cashier Reference Number
Credit Card River Vally Remodelers X627R3Jamie Hoffman
Comments
Application Info
Property Address Property Owner Property Owner Address Valuation
2400 KINGS RD
SPRING PARK, MN 55384
BRADLEY L BERLAND 2400 KINGS RD
SPRING PARK, MN 55384
$55,422.40
Description of Work
Removal of current deck boards