Permits - Permit# 25SP-00013 - 4453 Lafayette Lane - 4/9/2025L0JA
Date issued:
Expiration Date:
,gob Site Address:
category:
Permit Type:
Valuation:
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
Phone:(952) 471-9051 Fax: (952) 471-9160
For Inspections: (952) 442-7520
04/09/2025 Property Owner: DENNIS & BEVERLY KELM
10/06/2025 Mailing Address: 4453 LAFAYETTE LA
4453 LAFAYETTE LANE, SPRING
PARK, MN 55384
SPRING PARK, MN 55384
Residential Miscellaneous Phone: (612) 723-3278
Deck/Porch (Residential) Emaii: bkelm@k-nifecorp.com
$35,000.00
DeckPP®rch ReaW ntiai
25SP-00013
Description of Work:
Re -surface existing back deck & back h
Subdivision:
Parcel ID: 1811723340018
Filing:
Lot:
Block:
Total Sq Ft:
Contractors:
deck. Add new cat walk connecting the new front
Required Setbacks:
Primary IRON RIVER CONSTRUCTION LLC (612)
88M886
lActual Setbacks:
deck to back deck.
Fee Items
Amount
State Surcharge
$17 50
Residential Building Permit
$ 638.25
Contractor License Look -up
$ 5 00
Residential Plan Review
$ 414.86
Total Fees: $ 1,075.61
NOTICE
Signature of Applicant/Date Building Department Signature/Date
04/09/2025
MUST BE POSTED ON JOB SITE
�'
INSPECTION CARD
SPRIN PARS City of Spring Park
OnLakf3finneton�a 4349 Warren Ave, Spring Park, WIN 55384
POST THISiD ➢A SAFE CONSPICUOUS ON.
AUTHORRyMAi➢D THE BUILDING IS APPROVED]) FOR PLEASE DO NOT REMOVE THIS NOTICE UNT1L ALL REQUIRED INSPECTIONS ARE MADE AID aIG OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE Jp8317E NED OFF BY THE APPROPRIATE
FOR
Deck/Porch
PERMIT NO.: 25SP-00013 PERMIT TYPE:
(Residential) ISSUED DATE: 04109/2025 EXPIRATION DATE. 10/06/2025
PROJECT ADDRESS: 4453 LAFAYETTE LANE, SPRING PARK, MN 55384 181172334D
PARCEL NO.: 018
OWNER: DENNIS & BEVERLY KELM OWNER PHONE:
(612) 723-3278
CONTRACTOR: IRON RIVER CONSTRUCTION LLC CONTRACTOR PHONE: (612) 889-0886
APPLICANT: Iron River Construction - Jeremy APPLICANT PHONE:
(612) 889-0886
DESCRIPTION OF WORK: Re -surface existing back deck & back balcony deck. Add new cat walk connecting the new front entry deck to back deck.
CONSTRUCTION TYPE: OCCUPANT LOAD:
DATE DATE
INSPECTION INSP PASSED COMMENTS
Footings INSPECTION INSP PASSED COMMENTS
Framing
(mouse rim
Framing
verification prior to 1
installing Ledger) j
Building Final
Fire Approval: Date: Engineering
Approval:
PW Approval:
Date:
To request an inspection: (952) 442-752D
Other (
Date:
}: Date:
Page 1 of 1
Fire Approval: Date: Engineering
Approval:
PW Approval:
Date:
To request an inspection: (952) 442-752D
Other (
Date:
}: Date:
Page 1 of 1
}
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CITY OF SPRING PA—A-K
4349 Warren Avenue PAGE 1 ��BUILDING PERMIT
Spring Park, MN 55384 ❑ Handout Given 25SP-00013
Phone: 952-471-9051 Fax: 952471-E)JII ❑ Lead Handout Given Routed to SA72buT
SITE ADDRESS: 4453 Latavette Lane
PID:
1) Was the home constructed before 1978? (YES 0, continue with line 2, NO ❑ continue without completing EPA Section)
2) Will the work disturb zfi sq ft of interior painted surfaces or a20 sq fI of exterior painted surfaces? (YES ❑ go ;o line 4. NO�IIne 3)
3) Are there any windows being replaced? (YES ❑, go to line 4, NO f lOfexterior
continue without completing (YP'A Section)
It) Has this home been Certified Lead Free? (YES ❑ , you MUST Attach Certification Information, NO Q complete line 5)
i) EPA Cantractcr Certification Number: NAT - 44582-3
PROPERTY OWNER: Bev & Dennis Keim Address: 4453 Lafayette Lane
I:i Spring Park State: MN zip: 55384 Emaii: bkelm@k-nifeCoro,Cam
"ontact Narne. Bev Kelm Phone: 612-723-3278
CONTRACTOR: Iron River Construction Addrflss: 586 Bavaria rd
;ty Ch3SKa state -MN 7; n4n non ..r,.,,.
Contractor License No: BC27127$ - - " - - I -ex:
=mail: Jeremy@ironrivContact Name: Jeremy Phone 612-88
erco.com
ARCHITECT: NA
Address:
'i state. MN Zj Phone:
-mail: Fax:
YPE OF W Contact Name: Ph—
ORK.
ercial Residential
❑Commde
❑New Construction
❑Change of Use
pDeck
❑P00I
e.
[]Re -Roof
EST. VALUATION OF WORK
❑Finish Basement
❑Retaining Well
❑Fence
']Fence
-
❑Remodel
❑Porch
❑shed
Square feet:
❑Addition
❑Demolition
__ sq ft
❑Garage-Attached/Detach ❑Plumbin detail
❑Va'indowlDoorReplacement
Jetallod Description of Work:
Resurface
❑Access Structure
9 vrov'de on Page 2
❑ detail cm deon Paget
# being replaced
existing back deck 8 back balcony
❑MISc Other
dark, Add new cat walk connecting the rew front entry deck S back deck.
�yp—Is or ins app ji lfon by the legal property orsner or a goenead conVecltr, es the otvneYa rapreaenlaliva, is required and auttrorfzae 11 a11 re Zorri Admlrristrator or deli
IlTitdal or designee to enter upon the property to perrprm needed insi�ecaons. Enhry may be without prior rgbca. t nare0 4nae end the Building
fine and catecl to the best al my Nnerledge, 1 furarer agree thal au work y sckrwwleoge that I have read this applicallm and stale that ed information
IunFcipehly end the taws of the Staff of Minnasola r performed �� be in eccor"t"I -th aPP"I "d Warn. specilicatims and oondlhms end io abide by all ordinances of the
egrom d to of p taken pursuant to this permit. I epos to pay all plan revkw lees even a I ohooes riot to Proceed vrllh the work. plI
vplres when Kwk rs not l be so
oahin Alt days from data or perms, or if work is ;spandad, rtDerrdaned, a not Irripected for 18 days, W c', te'w..d the amp« o' th's permi7. or work without
u ins ctian, wtill beau toe nsl
• Jeremy Atteberry
NAME:
- --. wtvo i . I THE: CODE:
,rALUATION: 5
Permit Fee: $ _ • o�
Plan Review Fee: $ I
State Surcharge: $
Site Inspection Fee: $
S.E.C. Fee: $
Investigation Fee / Other Fee: $
Copy Charge ($.25 per 8.5x11 page) $
License Check ($5) / Lead Check ($5) $ .
SUB -TOTAL $ ❑
Plumbing Fee (from Page 2) $
Mechanical Fee (from PI 2% s
Special Conditions/Required Setbacks:
Bui!ding Approval By:
Panted Building Approval By: Kevin Kamerud
City Approval By:
Paid: Date;
- �_,R�,,elpt .
DATE: 3/10/25
This Is the signature of: ❑Owner or ®Owner's Representativ
BLDG SPRINKLED Yes / No
Park Dedication: $
SAC Charge: $
WAC Charge: $
Seaver Hook -Up: $
Water Hook -Up: $
Sewer Trunk: $
Water Trunk: $
Water Meter $
City Fee: $
Other: $
TOTAL DUE: $
DATE: J / 1
❑ License Verification ❑ Lead Verification -
DATE:
r BY:
By:
I A-r - I
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
PARK Phone (952) 471-9051
Fax (952) 471-9160
Project Name:
Date:
03/28/2025
Approval Status: Approved with Comments
Jurisdiction:
City of Spring Park
Construction Type.
ID:
25SP-00013
Applicant Name: Iron River Construction - Jeremy
Applicant Phone:
(612) 889-0886
Applicant Email: jeremy@ironriverco.com
Jobsite:
4453 LAFAYETTE LANE
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, heatth, 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 foilowing 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 contractorlinstaller 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.
Kevin Kamerud
Plans Examiner
(952) 442-7520
kkamerud@safebuift.com
4453 LAFAYETTE LANE Page 1
ii"
PARK.
1 M
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Building: Approved with Comments - Kevin Kamerud, kkamerud@safebuifl.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 minimurn 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 rnaximum 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)
4453 LAFAYETTE LANE Page 2
lot -
PARK
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 beiow. 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 mess 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 Pach foist with at least
these 10d (3-inch by 0.128-inch) naiis or three No. 10 x 3-inch long wood screws. (MN Rule 1309.13507.6.2)
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.
4453 LAFAYETTE LANE Page 3
Air'
PARK
City of Spring Park
4349 Warren Ave
Spring Park, MN 55334.
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 l is 42 inches. (MN Rule 1303.1600 Subpart 1)
4453 LAFAYETTE LANE Page 4
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.
Read all attached materials.
Everyone performing work to
which the code is applicable
shall comply with the code.
For inspection of pin footings such as
Diamond Piers, all caps must be left off
of all pins until final inspection. Minimum
pin length of 50-inches is required for
frost protection.
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.
Approved lateral load connections are
required at connection of deck to house.
REFER TO APPROVAL LETTER FOR
ADDITONAL COMMENTS AND
REQUIREMENTS
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.
Electrical
All electrical must be approved by local Electrical Inspector.
For electrical permit inquiries please contact
the City of Spring Park Electrical Inspector.
Dave Hucky (952) 442-7520
Deck Ledger to be positively bolted to structure
following the requirements of
Table R507.9.1.3(1) and Table R507.9.1.3(2)
All fasteners shall be hot dipped galvanized or
stainless steel and shall be installed in accordance with
Figures R507.9.1.3(1) and R507.9.1.3(2)
Install corrosion resistance flashing above all ledgers
and seal sides and bottom with approved sealants.
If using alternate fasteners provide manufacturer's
specifications to inspector at time of framing inspection.
All columns resting on footings require lateral restraint by
means of mechanical connections or 12" embedment in
concrete or surrounding soils.
(MN Rules 1309.R507.4.1)
Manufacturer's Installation instructions Shall Be
Followed And Available To The Field Inspector At
Time Of Inspection.
Reviewed for Code Compliance
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.
By: 9<evin7AmeruW Type of Construction: Not Applicable
Date: 3/28/2025 Occupancy Classification: IRC-1 Single Family Dwelling
Permit #: 25SP-00013 Code Edition: 2020 MN Residential Code
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Jamie Hoffman
From: payment5=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of payment5
�,11)thepaymentgroup.com
Sent: i uesday, April 8,-2025 4:26 PM
To: Jamie Hoffman
Cc: payment@thepaymentgroup.com
Subject: JEREMY ATTEBERRY Permit Payment to Spring Park, MN - Permits & Licenses from TPG
Dear Spring Park, MN - Permits & Licenses,
JEREMY ATTEBERRY has made a wah Pr -
Date Paid: Tuesday, 08 April 202516:25:35 CT
Confirmation: E8DGTV
Credit Card Number (last 4
digits): 8348
Credit Card Type: Visa
JtKLMY ATTEBERRY lr[VIY KIVLK 586 BAVARIA LANE 25SP-00013 CONSTRUCTION CHASKA 55318 $1,075.61
JEREMY ATTEBERRY can be reached at: 612-889-0886 or jeremy@ironriverco.com if there are any
questions regarding this payment.
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