Permits - Permit# 25SP-00073 - 4365 Warren Avenue - 9/26/2025.r^
City of Spring Park
Re -Side (Commercial
PARK
4349 Warren Ave, Spring Park, MN 55384
Phone:(952) 471-9051 Fax: (952) 471-9160
For Inspections: (952) 442-7520
25SP-00073
Date Issued:
09/26/2025
Property Owner: 749 11TH AVENUE #7 LLC / BRIAN
Expiration Date:
03/25/2026
CHOU
Job Site Address:
4365 WARREN AVENUE, SPRING
Mailing Address: 3945 WALDEN RD
PARK, MN 55384
Category:
Commercial Miscellaneous
DEEPHAVEN, MN 55391
Permit Type:
Re -Side (Commercial)
Phone: (612) 226-6069
Valuation:
$7,607.70
Email: MBJCHOU@GMAIL.COM
Description of Work:
Reside rental duplex
Subdivision:
Required Setbacks:
Parcel ID: 18-117-23-43-0021
Filing:
Actual Setbacks:
Lot:
Block:
Total Sq Ft:
Contractors:
Fee Items
Amount
State Surcharge
$ 3.80
Commercial Roof/Siding/Window/Door
$ 209.00
Commercial R/S/W/D Plan Review
$ 135.85
Special Investigation
$ 209.90
Total Fees:
$ 558.55
NOTICE
Signature of Applicant/Date
Building Department Signature/Date
09/26/2025
MUST BE POSTED ON JOB SITE
INSPECTION CARD
City of Spring Park
SPRING PARK
OnGa(fWinnetonka 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.
Re -Side
PERMIT NO.: 25SP-00073 PERMIT TYPE: (Commercial) ISSUED DATE: 09/26/2025 EXPIRATION DATE: 03/25/2026
18-117-23-
PROJECT ADDRESS: 4365 WARREN AVENUE, SPRING PARK, MN 55384 PARCEL NO.: 43-0021
749 11TH AVENUE #7 LLC / BRIAN
OWNER: CHOU OWNER PHONE: (612) 226-6069
CONTRACTOR: CONTRACTOR PHONE:
APPLICANT: Brian Chou APPLICANT PHONE: (612) 226-6069
DESCRIPTION OF WORK: Reside rental duplex
CONSTRUCTION TYPE:
OCCUPANTLOAD:
DATE DATE
INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS
i Framing Water Resistive Barrier
'Building Final
Fire Approval: Date. Engineering
Approval:
PW Approval: Date. Other
To request an inspection: (952) 442-7520
Date:
Date:
Page 1 of 1
CITY OF SPRING PARK
BUILDING PERMIT
PAGE 1
4349 Warren Avenue
25SP-00073
Spring Park, MN 55384 ❑ Handout Given
Routed to SAFEbuilt
Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given
SITE ADDRESS:4365 Warren Avenue. SDrina Park MN PID:1811723430021
1) Was the home constructed before 1978? (YES I], continue with line 2, NO ❑ continue without completing EPA Section)
2) Will the work disturb a6 sq ft of interior painted surfaces or z20 sq ft of exterior painted surfaces? (YES 0 go to line 4, NO❑line 3)
3) Are there any windows being replaced? (YES ❑, go to line 4, NO❑x continue without completing EPA Section)
4) Has this home been Certified Lead Free? (YES ❑ , you MUST Attach Certification Information, NO El complete line 5)
5) EPA Contractor Certification Number: NAT -
PROPERTY OWNER: Brian Chou Address:3945 Walden Road
cit :Deephaven State: MN zip: 55391 Email: mbjchou@gmail.com
Contact Name: N/A Phone:612-226-6069
CONTRACTOR: Address:
City: State: MN zip: Phone: Fax:
Contractor License No: Contact Name: Phone:
Email.
ARCHITECT: Address:
city: State: MN zip: Phone: Fax:
Email: Contact Name: Phone:
TYPE OF WORK: []New Construction ❑Deck ❑Re -Roof
❑Commercial ❑p Residential []Change of Use []Pool ❑x Re -Side
EST. VALUATION OF WORK ❑Finish Basement ❑Retaining Wall ❑Fence
$ 2000 ❑Remodel ❑Porch ❑Shed sq ft
Square feet: ❑Addition ❑Demolition ❑Window/Door Replacement
❑Garage-Attached/Detach []Plumbing -provide detail on Page 2 # being replaced
Detailed Description of Work: OAccessory Structure Mechanical -provide detail on Page 2 ❑Misc Other
Hi. Removal of wood siding and replaement/installation of vinyl siding. Removal of exterior stairs/porch on east side and replacement/installation of
new wood material with same design.
Signature of this application by the iecai property owner or a :icensed contractor, as the owner's representative, Is required and authorizes the Zoning Administrator or designee and the Building
Official or designee to enter upon the property to perlonn needed inspections. Entry may be without prior notice. I hereby acknowledge that I have read this application and stale that all Information
is true and correct to the best of my knowledge. I further agree that all work performed will be in accordance with approved plans, specifications and conditions and to abide by all ordinances of the
hlunicipallly and the laws of the Stale of Minnesota regarding actions taken pursuant to this permit. I agree to pay all plan review fees even if I choose not to proceed with the work, Permit
expires when work is not commenced within 180 days from dale of permit, or If work Is suspended, abandoned, or not inspected for 180 days Work beyond the scope of this permit, or work without
a Permit or inspection, will be subject to a penalty.
DATE: 9/17/2025
SIGNATURE OF APPLICANT:
PRINTED NAME: Brian Chou This is the signature of: ❑p Owner or []Owner's Representative
OCCUP. TYPE: CONST. TYPE: CODE: BLDG SPRINKLED Yes / No
VALUATION: $
Permit Fee: $ Park Dedication: $
Plan Review Fee: $ 155 • 85 SAC Charge: $
State Surcharge: $ 13.80 WAC Charge: $
Site Inspection Fee: $ Sewer Hook -Up: $
S.E.C. Fee: $ Water Hook -Up: $
ti alien Fee Other Fee: $ Sewer Trunk: $
ZCopy
Charge ($.25 per 8.5x11 page) $ Water Trunk: $
O
License Check ($5) / Lead Check ($5) $ Water Meter $
SUB -TOTAL $ 5�15 City Fee: $
co
D
Plumbing Fee (from Page 2) $ Other: $
DUE:
v
Mechanical Fee (from Page 2) $ TOTAL $ Jam— .r7
LL
Special Conditions/Required Setbacks:
0
Building Approval By: DATE: 9/ 2 6/ 2 0 2 5
Printed Building Approval By:/Kevin Kamerud ❑ License Verification ❑ Lead Verification - Checked By:
DATE:
City Approval By:
Paid: -11 Date: 9 a'y Receipt No. �R By: 11V
4I 5oa 55 -1 jsb lay -1 To-i 1 w "v
ING PARK
M11111ctori/a
Project Name:
Date:
Jurisdiction:
ID:
Applicant Phone:
Jobsite:
Code:
Reviewed:
09/26/2025
City of Spring Park
25SP-00073
(612) 226-6069
4365 WARREN AVENUE
Approval Status:
Construction Type:
Applicant Name:
Applicant Email:
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Approved with Comments
Brian Chou
mbjchou@gmail.com
2020 1300, Minnesota Building Code Administration; 2020 1305, Minnesota Building Code
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.
Kevin Kamerud
Plans Examiner
(952) 442-7520
kkamerud@safebuilt.com
4365 WARREN AVENUE
Page 1
.?— I City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
v� Phone (952) 471-9051
PARK Fax (952) 471-9160
;tfirrrrct
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 318 inch. (MN Rule
1309. R311.7.5.2)
4365 WARREN AVENUE Page 2
A-"
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 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.
4365 WARREN AVENUE Page 3
ING PARK
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)
4365 WARREN AVENUE 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.
Deck footings require inspection after
excavation of all footings is complete but
prior to placing any concrete.
Minimum concrete compressive strength of
2500psi required.
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.
Items written in blue were provided
via email conversation by Brian
Chou on 9/26/2025.
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.
R311.3 Floors and landings at exterior doors. There shall
be a landing or floor on each side of each exterior door. The
width of each landing shall be not less than the door served.
Landings shall have a dimension of not less than 36 inches
(914 mm) measured in the direction of travel. The slope at
exterior landings shall not exceed'/4 unit vertical in 12 units
horizontal (2 percent).
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: Xetrinxamerud Type of Construction: Not Applicable
Date: 9/26/2025 Occupancy Classification: IRC-2 Two Family Dwelling
Permit #: 25SP-00073 Code Edition: 2020 MN Residential Code
REFER TO
APPROVAL
LETTER FOR
ADDITONAL
COMMENTS
AND
REQUIREMEN
TS
:— = Phone: 952-442-7520
1 - 1 1 V kM ``_ LLc Fax: 952-442-7521
Email: info@mnspect.com
Commercial Siding Replacement - General Scope of Work
Answer all questions and submit with your permit application.
1. Is this a child occupied structure? (circle one) Yes iv0
[A child -occupied facility is a building, or a portion of a building, constructed prior to 1978, visited regularly by the sane: child,
under 6 years of age, on at least two different days within any week (Sunday through Saturday period), provided that each
day's visit lasts at least 3 hours and the combined weekly visits last at least 6 hours, and the combined annual visits last at
least 60 hours. Child -occupied facilities may be located in public or commercial buildings or in target housing.]
2. If you answered "yes" to question 1, The Requirements for Lead Safe Work Practices apply to
structures constructed prior to 1978.
3• Will you be replacing or repairing anything other than Siding? (circle one) Yes / No
4. If you answered "yes" to question 3, identify what will be replaced or repaired.
c ems. v �Y
v 4T_i/- S A b iNt)AA i L Lt"t-tit D r rI or ci-e S- kin
5. What istare the existing siding material(s)?
r
Building size is 26 x 40.5 with 6' gables in two sides. Entry decks
are 4X8 With ceps to grade.
6. Will you be removing the existing siding materials? (circle one) Os /
No
7. Will you be reusing any of the existing materials? (circle one) Yes /8
8. If you answered "yes" to question 7, identify all of the materials that will be reused.
9. List all of tie new siding materials that will be installed.
►/ 1k -I
(Attach additional sheets as needed.)
Commercial Window/Door Scope of Work Page 1 of 1 Revised July-2020
Jamie Hoffman
From: payment2=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of payment2
@thepaymentgroup.com
Sent: Friday, September 26, 2025 10:30 AM
To: Jamie Hoffman
Cc: payment@thepaymentgroup.com
Subject: BRIAN CHOU Permit Payment to Spring Park, MN - Permits & Licenses from TPG
Dear Spring Park, MN - Permits & Licenses,
BRIAN CHOU has made a web Pavment thro
Date Paid:
Confirmation:
Account Number (last 4
digits):
Account Type:
BRIAN CHOU
The Pavment Group for:
Friday, 26 September 2025 10:30:27 CT
4PGHOJ
1934
Checking
4365 WARREN
CHOU AVENUE, SPRING
PARK, MN 55384
$502.55
BRIAN CHOU can be reached at: 612-226-6069 or mbjchou@gmail.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!
1
Jamie Hoffman
From: payment=thepaymentgroup.com@mg.thepaymentgroup.com on behalf of
payment@thepaymentgroup.com
Sent: Wednesday, September 24, 2025 4:44 PM
To: Jamie Hoffman
Cc: payment@thepaymentgroup.com
Subject: BRIAN CHOU Permit Payment to Spring Park, MN - Permits & Licenses from TPG
Dear Spring Park, MN - Permits & Licenses,
BRIAN CHOU has made a web Pavment through The Pavment Group for:
Date Paid:
Confirmation:
Credit Card Number (last 4
digits):
Credit Card Type:
BRIAN CHOU
Wednesday, 24 September 2025 16:44:28 CT
E9GITG
8418
MasterCard
CHOU
4365 WARREN
AVENUE SPRING
PARK MN 55384
$56.00
BRIAN CHOU can be reached at: 612-226-6069 or Mbjchou@gmail.com if there are any questions
regarding this payment.
Click hereto login to your The Payment Group ad min account
Thank you once again for choosing The Payment Group!
1
RECEIPT
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
(952) 471-9051
25SP-00073 1 Re -Side (Commercial)
Payment Amount: $502.55
SPRING PARK
On Lake Minnetonka
Receipt Number: 487
September 26, 2025
Transaction Method Payer
Cashier Reference Number
Credit Card Brian Chou
Jamie Hoffman 4PGHOJ
Comments
Assessed Fee Items
Fee items being paid by this payment
Assessed Fee Item
On
Account Code Assessed Amount Paid
Balance Due
09/26/25 State Surcharge
$3.80 $3.80
$0.00
09/26/25 Commercial R/S/W/D Plan Review
$135.85 $79.85
$0.00
09/26/25 Commercial Roof/Siding/Window/Door
$209.00 $209.00
$0.00
09/26/25 Special Investigation
$209.90 $209.90
$0.00
Totals: $558.55 $502.55
Previous Payments
$56.00
Remaining Balance Due
$0.00
Application Info
Property Address Property Owner Property Owner Address Valuation
4365 WARREN AVENUE 749 11TH AVENUE #7 LLC / 3945 WALDEN RD $7,607.70
SPRING PARK, MN 55384 BRIAN CHOU DEEPHAVEN, MN 55391
Description of Work
Reside rental duplex