Permits - Permit# 23SP-00049 - 4434 West Arm Road - 6/26/202304 1 City of Spring Park I Deck/Porch (Residential)
PARK
4349 Warren Ave, Spring Park, MN 55384
Phone:(952) 471-9051 Fax: (952) 471-9160
For Inspections: (952) "2-7520
23SP-00049
Date Issued:
06/26/2023
Property Owner: Mary Klein
Expiration Date:
12/23/2023
Mailing Address: 4434 West Arm Road
Job Site Address.
4434 West Arm Road, Spring Park, MN
Category:
55384
Residential Miscellaneous
Spring Park, MN 55384
Phone:
Permit Type:
Deck/Porch (Residential)
Email:
Valuation:
$14,000.00
Description of Work:
Replace decking, railing, fascia, and stairs on current deck
Subdivision:
Required Setbacks:
Parcel ID:
Filing:
Lot:
Actual Setbacks:
Block:
Total Sq Ft:
Contractors:
Fee Items
Amount
Primary All Season Building (612) 895-1330
State Surcharge
$ 7.00
Residential Building Permit
$ 315.50
Contractor License Look -up
$ 5.00
Residential Plan Review
$ 205.08
Total Fees:
$ 532.58
NOTICE
Signature of Applicant/Date
Building Department Signature/Date
06/26/2023
MUST BE POSTED ON JOB SITE
INSPECTION CARD
mk!kCity c f Spring Park
SPRANG PARK
On Gad 914innetonka 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
AUTHORrrYAND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PERMIT NO.: 23SP-00049 PERMIT TYPE: (Resid Deck/Porch
(Residential) ISSUED DATE: 0612612023 EXPIRATION DATE: 12/23/2023
PROJECTADDRESS: 4434 West Arm Road, Spring Park, MN 55384 PARCEL NO.:
OWNER: Mary Klein CONTRACTOR: All Season Building CONTRACTOR PHONE: (612) 895-1330
DESCRIPTION OF WORK: Replace decking, railing, fascia, and stairs on current deck
CONSTRUCTION TYPE: OCCUPANT LOAD:
DATE DATE
INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS
Framing 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 PAGE 1 BUILDING PERMIT
4349 Warren Avenue OSSR D
Spring Park, MN 55384 El Handout Given
Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given Routed to MNSPECT
SITE ADDRESS: "f ^t W AlzyA RD PID:
1) Was the home constructed before 1973? (YZ3 %, continue with lina 2, NO o continue w4hout completing EPA Section)
2) Will the work disturb Z6 sq ft of intariar painted surfaces or i 20 s4 ft of exterior painted surfaces? ("ZS ❑ go to line 4, NOK ine 3)
.I) Are there any windows being replaced? ( ZIy o, go to line 4, �kd continue without completing EPA Section)
+I) Has this home been Certified Lead Free? (YE3 c, you MUST Attach Certification Information, NO ri complete line 5)
t1) EPA Contractor Certification Numbr XA i - (applies to contractor only)
111ROPERTYOWNER: (AAQ� _ KLEW Address: g43g W Aiertn qD
:ontact
:ontmctor License No:
_mail !°aD��IN
OF WORKS
imercial X.Residential
❑ New Construction
-- Change of Use
7 Finish Basement
c Remodel
o Addition
r3 Garage-Attached/Detach
a Accesso Structure
ST.� VALUATION OF WORK
_j''1 0da _„
feet:
bd Description of Work:
11-ACE. DE[.)LI" , UtLtNG.
AS[ta A,
S1
$9 5
TH
FO
Deck Pool
* Retaining Wall c porch
Demolition
Fire Sprinkler
FireAlanm
r1 Plumbing provide detail on Page 2
Mecnanical-provide detail on Page 2
Re -Roof
Re -Side
ci i"erce
Shed
IVindow/Door Replacement
# being replaced `
E_ Misc Other
Hannure of 20 application by the legal property omw or a licensed Contractor, as ttf st.nearo reprwerrtefive, It nr Lhq amr. surharaes 11ee Zorang wdn inialntlor or desire@ ane the SLIMS Ofto
K dsslgms 10 enter upon the property to perform needed :nspet:tlons. Entry may be VAMoot error r1c0cs. 1 kereby VC101O Y,sdge that I hay* read this opcfleation and State that an Wormatbn is hue and
*osct to the best of my knumadge. I funAsr Ogres that all work pitrimrsdwill be In accordance wM approved plans. Specitkations amd cordl!icns end tc ab41s by all ordhances al Im Muriepsllhj
nd the laws of are !State of Minreaols ragerdiep actions tken pursuant to this paemlt I Ogres to pay all plan rrAuw low wean ff I Shoo" not to proceed with the woric permit eVhm whsrr, work
e not commenced wflhhh 180 days from dste OF ptnnitr orIfwork rs suspended, abandoned. or not kspecfed for 180 days. Work boyand the scope ofthis permtl. or VIM whhout a pemrt a Inspection.
ea be subject to a penalty. eP
Noise Ordnance In Effect: 1111110939 - FRAPAY Before 7 am. and after 10 P.M. Weekendalllotidays before 7 a m and after B
9014ATURE OF API
ARINTED RAW:
OCCUP. TYPE: CONST. TYPE:
DATE: L 15 . r
This is the signature of: :� Owner or Owner's R
CODE: BLDG SPRINKLED Yes / No
VALUATION:$
Permit Fee: $ a51
Plan Review Fee: Qtllff .
State Surcharge: $ 7, _
Site Inspection Fee: $
S.E.C. Fee: $
Investigation Fee f Other Fee: 3
Copy Charge ($.25 per 8.5 x11 page) $ •
ZO Liconce Check ($6)1 Load Chock ($6) S H SiUB-TOT! c 515_
M Plumbing Fee (from Page 2) $
W Mechanical Fee from Page 2 $
0
M Special Conditions/Required Setbacks:
U.
Building Approval By:
Printed Building Approval By:
City Approval By.
Paid: Date: ��3 Receipt No.
WAC Charge: $
Sewer & Water Hook -Up: S
Sewer& Water Disconnect: $
Water Meter. $
Muni SE/WA Fee: $
'201$ SAC Escrow: 92.46
Other. S'"
TOTAL DUE:
-'TOTE: Commercial plans will be submitted to the Met Council Environmental Svcs
for SAC determination. Escrow payment will be required when permit is issued. if
after Mat Council review no SAC to delerminsd, escrow will bs refunded In full.
DATE:
❑ License Verification ❑ Lead Verification - Checked
DATE: (p 9 9;F-,9w
W7i By:
CITY OF SPRING PARK
PAGE 2
of
❑ MECHANICAL PERMIT
❑ PLUMBING PERMIT
FOR PERMIT ISSUANCE
PAGE 1 and PAGE 2 should be complete
Indicate type of project, fixtures, and Gas Lines you will be installing or replacing (include countfor each type of fixture);
MECHANICAL FIXTURES GAS LINES
antitV Quantity
Furnace Kitchen Fan Furnace
Air Conditioning System Bath Fan Fireplace
Air Exchanger Grill Unit Heater
Fireplace Water Heater
Unit Heater Grill
In Floor Heat _ Dryer
Office Else Only:.
c Replacement (one fixture on no piping or vent changes) Mechanical Permit Fee: $
Addition/Remodel Gas Line Permit Fee: $
New Construction State Surcharge: $
❑ Other
Other. S
Total Mechanical•. Permit: $
Contractor:
1Description of Work:
Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture):
PLUMBING FIXTURES
uantiW Quantityant.
Water Heater Shower Laundry Tub
Gas ❑ Electric Dishwasher Roughan Future Fixture
Water Softener , Clothes Washer Sump
Lawn Sprinkler System ice Maker Line Water Piping System
Water Closet (Toilet) Hose Bib Floor Drain
❑ Replacement (one fixture only, no piping or vent changes)
❑ Addition/Remodel
o New Construction
❑ Other
use only. -
Plumbing Permit Fee: $
State Surcharge $
Other: $
Total Plumbing Permit: $
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.
R303.8 Exterior stairway illumination. Exterior stairways
shall be provided with an artificial light source located at 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
landing of the stairway.
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.
BEFORE YOU DIG
Contact Gopher State One Call to locate buried utilities.
651-454-0002 or 800-252-1166
http:llwww.gopherstateonecall.org/
In accordance with Minnesota law, you must wait 48 hours
(excluding weekends and holidays) after youve 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 Huclky
(952) 442-7520
1607.8.1.1 Concentrated load. Handrails and guards
shall be designed to resist a concentrated load of 200
pounds (0.89 kI) in accordance with Section 4.5.1.1 of
ASCE 7.
E
ed lateral load connections are
at connection of deck to house.
REFER TO APPROVAL LETTER
FOR ADDITONAL COMMENTS AND
REQUIREMENTS
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.
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: dvin'KAmerud Type of Construction: Not Applicable
Date: 6/16/2023 Occupancy Classification: IRC-1 Single Family Dwelling
Permit #: 23SP-00049 Code Edition: 2020 MN Residential Code
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PARK
Project Name:
Data:
Jurisdiction:
ID:
Applicant Phone:
Jobsite:
h07— 71;r TAt 7777T;
06/20/2023
City of Spring Park
23SP-00049
(612) 895-1330
4434 West Arm Road
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
ApprOVal Status: Approved with Comments
Construction Type:
Applicant Name: Ugly Deck
Applicant Email: Corbin@uglydeck.com
2020 1309, Minnesota Residential 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 Bui!ding 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@mnspect.com
4434 West Arm Road
Page 1
I City of Spring Park
-"4349 Warren Ave
Par
Spring Park, MN 55384
V1 Phone (952) 471-9051
PARK Fax (952) 471-9160
Plan zinc Items:
Building: Approved with Comments - Kevin Kamerud, kkamerud@mnspect.00m
PLANS DATED:
PLAN SHEETS REVIEWED: 1
SCOPE OF WORK: Resurface deck, new railings, rebuild stairs to grade
General Requirements:
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)
A. Continuously above all projecting ledger boards.
B. 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 114 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'/ 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 ? inch.
Open?risers are permitted provided that the opening between treads?on risers located more than 30" above the floor?do
4434 West Arm Road Page 2
I '- I City of Spring Park
4349 Warren Ave
Par
Spring Park, MN 55384
Phone (952) 471-9051
PARK Fax (952) 471-9160
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)?
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)
Exceptions:
L 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.
ii. 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)
Exceptions:
L 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.
H. Guards?on the open side of stairs shall not have openings which allow passage of a sphere 4318?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 1-112 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 1-112 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)
4434 West Arm Road Page 3
PARK
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
22. Sand 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. 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 build i ng?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)
4434 West Arm Road Page 4
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' CERTIFICATE OF SURVEY FOR
NANCY CHRISTENSON
IN LOTS S AND 4, WALLACE PARK
HENNEPIN COUNTY, MINNESOTA
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aa�l. 11 int'.11"' 14-�-
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.LEGAL DEMIPTIOh OF ,PtEhI5ES SURVEYED:
I
II
Lot 4 and the Best half a( Lot 3, Wallac[ Park, EXCEPT that part
of Lots 3 and 4, Wallace Park, descrlbed as fallarts: Comaencing
]
at the Sauthwe Sterly carnet of saltl Lot 4; thence Northerly along
the Westerly line of said LPt 4 d di sthnte of 165 feet: thence
Easterly parallel to .the Southerly line of said to3 and 4
a distanceaf 60 feet• thence Southerly parallel to the Westerly
w
Line of said Lat 4 a distonca a' 765 feet, note or less, to the
Southerly line of said Lot 3, thence Westerly along the Southerly
Iine of. said Lot 3 and 4, a dI stance a( 60 feet to the palnL of
begiahing,.according to the recorded plat thereof, Hennepin
County, Nipnagate.
o: denotes Iron Barker set.
_" •,
•: denotes Iron marker found
Bearings shown are Lased upon an assumed datum.
j Y {
This survey intends to.show the boudarfes of Jhe above described
property, and the location of .an eklsting house and garage thereon.
1]t does npt.purport to Improvements
Shots any other or encroachments_
Replace duw W
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Payment Confirmation
Payer Information:
Payment Made By:
Payment Made For:
Email:
Permit Address:
Address:
Payment Description:
Payment Date:
Joshua L. Paden
Joshua L. Paden
Corbin@uglydeck.com
4434 W Arm Rd
4870 12th Ave East
Shakopee, MN 55379
Permits
6/22/2023 9:37:31 AM
Business Name Payment Payment Confirmation Amount Convenience Total
Method Account Number Fee
City of Spring Park MC ****6977 64755671 $532.58 $15.71 $548.29
(Permits)
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City of Splring Park (0-- A -Poo,
4349 Warren Ave, Spring Park, MN 55384
(952) 471-9051
SPRING PARK
23SP-01�049 Deck/Porch (Residential) On Gang 9linnetonfq
Receipt Number: 195
Payment Amount: $M2.58
June 26, 2023
Transaction Method Payer Cashier Reference Number
Credit Card Ugly Deck Jamie Hoffman 64755B71
Comments
Assessed Fee Items
Fee items being paid by this payment
Date Fee Item
Account Code Assessed
Amount Paid
Balance Due
06/16/23 State Surcharge
$7.00
$7.00
$0.00
06/16/23 Residential Building Permit
$315.50
$315.50
$0.00
06/16/23 Contractor License Look -up
$5.00
$5.00
$0.00
06/16/23 Residential Plan Review
$205.08
$205.08
$0.00
TOMS. $532.58
$532.58
Permit Info
Property Address Property Owner
4434 West Arm Road Mary Klein
Spring Park, MN 55384
Description of Work
Replace decking, railing, fascia, and stairs on current deck
Previous Payments $0.00
Remaining Balance Due $0.00
Property Owner Address Valuation
4434 West Arm Road $14,000.00
Spring Park, MN 55384