Permits - Permit# 23SP-00057 - 4590 West Arm Road - 7/12/2023 City of Spring Park Deck/Porch (Residential)
4349 Warren Ave, Spring Park, MN 55384
PRING PARK 23SP-00057
Phone:(952)471-9051 Fax: (952)471-9160
)n La,e Yinneton ka
For Inspections: (952) 442-7520
Date Issued: 07/12/2023 Property Owner: Jill Ties
Expiration Date: 01/08/2024 Mailing Address: 4590 West Arm Road
Job Site Address: 4590 West Arm Road, Spring Park, MN
55384 Spring Park, MN 55384
Category: Residential Miscellaneous Phone:
Permit Type: Deck/Porch (Residential) Email:
Valuation: $25,000.00
Description of Work:
Remove railing & install cable railing. Re-deck 7'x14'top deck
Subdivision: Required Setbacks:
Parcel ID:
Filing:
Lot: Actual Setbacks:
Block:
Total Sq Ft:
Contractors: Fee Items Amount
Primary Outdoor Solutions Inc (952)292-6238 State Surcharge $ 12.50
Residential Building Permit $ 510.75
Contractor License Look-up $5.00
Residential Plan Review $331.99
Total Fees: $860.24
NOTICE
Signature of Applicant/Date Building Department Signature/Date
07/12/2023
MUST BE POSTED ON JOB SITE
INSPECTION CARD
*kzzz City of Spring Park
SPRING PARK
On Lake91finnetonka 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.
Deck/Porch
PERMIT NO.: 23SP-00057 PERMIT TYPE: (Residential) ISSUED DATE: 07/12/2023 EXPIRATION DATE: 01/08/2024
PROJECT ADDRESS: 4590 West Arm Road,Spring Park,MN 55384 PARCEL NO.:
OWNER: Jill Ties CONTRACTOR: Outdoor Solutions Inc CONTRACTOR PHONE: (952)292-6238
DESCRIPTION OF WORK: Remove railing&install cable railing. Re-deck 7'x14'top deck
CONSTRUCTION TYPE: OCCUPANT LOAD:
DATE DATE
INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS
Building Final
Fire Approval: Date: Engineering Date:
Approval:
PW Approval: Date: Other( ): Date:
To request an inspection:(952)442-7520
Paae 1 of 1
CITY OF SPRING PARK PAGE 1 BUILDING PERMIT
4349 Warren Avenue 23SP-00057
Spring Park, MN 55384 ❑ Handout Given
{ Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given Rotated to MNSPECT
SITE ADDRESS: 1 9 s-0 b t/PC � &� PID:
1)Was the home constructed before 1978?(YES❑,continue with line 2,NO o continue without completing EPA Section)
2)Will the work disturb n sq ft of interior painted surfaces or z20 sq ft of exterior painted surfaces?(YES o go to line 4,NO o line 3)
3)Are there any windows being replaced?(YES c,go to line 4,NO❑continue without completing EPA Section)
4)Has this home been Certified Lead Free?(YES o,you MUST Attach Certification Information,NO o complete line 5)
5)EPA Contractor Certification Number. NAT-
(applies to contractor only)
• PROPERTY OWNER:-/LL j/F S _ Address: V cJ cS>- ,Zy►I
City,S P2;►O U "kk- State: .Zip: �J 3 a Email: n
Contact Name: ---1/44 FL)A) l` Phone:
• CONTRACTOR: (>i�C� I p�;c _,t h�C_ Address: q3 �( � k iL �A3, r
Cit : F-)(7�R ' e-i-State: Zi : ".S 7 Z Phone: 9-S-4 - 2 - 7 / Fax. 9��.""cra- f,� i
Contractor License No: - 7 Z Contact Name: 1 M F010 XL Phone:7�� TZ 8
Email: c', J Z
ARCHITECT: -J 1 \.) 4 Address: 0L>►-H F-
Ci :P tr-ID V State: Zip: Phone:' Zit 23 e Fax: g-
• Email: Dwr/ WD Contact NamI _. UAL Phone: a92-
TYPE OF WORK: ❑New Construction 1&Deck n Pool 44111111111111P,
❑Re-Roof
Commercial '*Residential ❑Change of Use r Retaining Wald Po Re-Side
EST.VALUATION OF WORK ❑Finish Basement o Demolitiort �I c Fence
j
$ 0 100D ( ❑Remodel Fire Sprin F Shed
Square feet. ��y�i Li Iv h ❑Addition Fire Alarm Window/Door Replacement
0 L-Lf I❑Garage-Attached/Detach In.Plumbing-provide detail on Page 2 #being replaced
Detailed Description of Work: 2 Accessory Structure ❑Mechanical-provide detail on Page 2 ❑Misc Other
:_ art�acl ivy `` 1 2.a,uoC.
• ��iL x-I 1 /
Signature of this application by the legal property owner or a kcansed contractor,as the owners representative.is required and authorizes the Zoning Administrator or designee and the Building Official
or desigree to enter upon..the property to perform needed inspections.Entry may be without prior notice.I hereby acknowledge that I have read this application and state that all information is true and
correct to the best of my knowledge.I further agree that at work performed will be In accordance with approved plans.specifications and conditions and to abide by an ordinances of the MunicoaiBy,
and the laws of the state of Minnesota regarding actions taken pursuant to this permit.I agree to pay all plan review fees even If 1 choose not to proceed with the work.Permit expires when work
�r is not commenced within 180 days from data of permtt,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.
Noise Ordinance In Effect:MONDAY-FRID Before 7 a.m.and after 10 p.m.Weekends/Holidays before 7 a.m.and after 8 p.m.
SIGNATURE OF APPLICANT: ,G- DATE: ZZ Zoz
PRINTED NAME: Yyt FU fJ k,This is the signature of: a Owner or ❑Owner's Representative
OCCUP.TYPE: CON .TYPE: CODE: BLDG SPRINKLED Yes/No
VALUATION:$
Permit Fee: $ 151D.75 WAC Charge: $
Plan Review Fee: $ 'into I.. Sewer&Water Hook-Up: $
State Surcharge: $ (a.5n Sewer&Water Disconnect: $
Site Inspection Fee: $ Water Meter $
S.E.C.Fee: $ Muni SE/WA Fee: $
Investigation Fee/Other Fee: $ '2016 SAC Escrow: S2 48S
>_ Copy Charge($.25 per 8.5 x11 page) $ Other. $
J
Z Liccnso Chock($6)/Load Chock($6)$ TOTAL DUE: $Wpo
w SUB-TOTAL $ •• a
N NOTE:Commercial plans will be submitted to the Met Council Environmental Svcs
Plumbing Fee(from Page 2) $ for SAC determination. Escrow payment will be required when permit is issued. If
W Mechanical Fee from Page 2 $ after Met Council review no SAC is determined,escrow will be refunded In full.
ti Special Conditions/Required Setbacks:
LL
O
Building Approval By: DATE: 6/2 7/2 0 2 3
Printed Building Approval By: Kevin Kamerud ❑ License Verification O Lead Verification-Checked By:
[PCity Approval By: DATE:
aid-4 ate: Receipt No. y:
A
CITY OF SPRING PARK ❑ MECHANICAL PERMIT
❑ PLUMBING PERMIT
PAGE 2 FOR PERMIT ISSUANCE
PAGE 1 and PAGE 2 should be complete
MECHANICAL • - •
Mechanical Contractor: Address:
city: State: zip: Phone: Fax:
State Bond No: Contact Name:
Email: Contact Phone:
Detailed Description of Work:
Indicate type of project,fixtures,and Gas Lines you will be installing or replacing (include count for each type of fixture):
MECHANICAL FIXTURES GAS LINES
Quantity Quantity Quantity
Furnace Kitchen Fan Furnace
Air Conditioning System Bath Fan Fireplace
Air Exchanger Grill Unit Heater
Fireplace Water Homer
Unit Heater Grill
In Floor Heat Dryer
Gas Log Stovule
WeeO
71 Replacement(one fixture only, no piping or vent changes) anical Permit Fee: $❑Addition/Remodel ago s Line Permit Fee: $
❑New Construction State Surcharge: $
❑Other Other. $
Total Mechanical Permit: $
PLUMBING INFORMATION
Plumbing Contractor: Address:
City: State: r _ 16: Phone: Fax:
Plumbers License No: State Bond No:
Contact Name: Contact Phone:
Email: °`
Detailed Description of W
Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture):
PLUMBING FIXTURES
Quantity Quantity Quantity
Water Heater Shower Laundry Tub
Gas Electric Dishwasher Rough-In Future Fixture
Water Softener Clothes Washer Sump
Lawn Sprinkler System Ice Maker Line Water Piping System
Water Closet(Toilet) Hose Bib Floor Drain
Lavatory Wash Basin Bathtub
Office Use Only:
❑ Replacement(one fixture only, no piping or vent changes) Plumbing Permit Fee: $
❑Addition/Remodel State Surcharge $
❑ New Construction Other: $
❑Other Total Plumbing Permit: $
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
MIRING PARK Phone(952)471-9051
Fax(952)471-9160
n Ga a 94inneton a
Project Name:
Date: 06/27/2023 Approval Status: Approved with Comments
Jurisdiction: City of Spring Park Construction Type:
ID: 23SP-00057 Applicant Name: Outdoor Solutions Inc-Jim Funk
Applicant Phone: (952)440-4792 Applicant Email: jim@outdoorsolutionsinc.biz
Jobsite: 4590 West Arm Road
Code: 2020 1309, Minnesota Residential Code
Trades 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.
Kevin Kamerud
Plans Examiner
(952)442-7520
kkamerud@mnspect.com
4590 West Arm Road Page 1
• f
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
PR►NG PARK Phone(952)471-9051
Fax(952)471-9160
n Lake Minneton a
Plan Specific Items:
Building:Approved with Comments-Kevin Kamerud, kkamerud@mnspect.com
PLANS DATED:
PLAN SHEETS REVIEWED: 1
SCOPE OF WORK: Deck resurface and new railings
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 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 1/4 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 ? inch.
Open?risers are permitted provided that the opening between treads?on risers located more than 30"above the floor?do
4590 West Arm Road Page 2
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
SPRING PARK Phone (952)471-9051
Fax(952)471-9160
On Lake 911inneton a
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)?
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:
i. 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:
i.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.
ii. Guards?on the open side of stairs shall not have openings which allow passage of a sphere 43/8?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)
4590 West Arm Road Page 3
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
IPRIMG PARK Phone(952)471-9051
Fax(952)471-9160
Lake_%finneton a
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. 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)?
4590 West Arm Road Page 4
,wft.
The field copy of these plans must be kept BEFORE YOU DIG
on-site and made available to inspector Contact Gopher State One Call to locate buried utilities.
during all inspections. 651-454-0002 or 800-252-1166
http://www.gopherstateonecall.org/
To schedule inspections call In accordance with Minnesota law, you must wait 48 hours
(952) 442-7520 (excluding weekends and holidays) after you,ve submitted
your dig information to begin your digging project.
Please have the permit number and street
address ready at the time of the call.
Electrical
Read all attached materials. All electrical must be approved by local Electrical Inspector.
For electrical permit inquiries please contact the City of
Everyone performing work to Spring Park Electrical Inspector.
which the code is applicable Dave Hucky
shall comply with the code. (952) 442-7520
M
ecking often has reduced span Deck Ledger to be positively bolted to structure
pecially when used as stair following the requirements of
aximum spans of composite Table R507.9.1.3(1) and Table R507.9.1.3(2)
l not exceed spans specified in All fasteners shall be hot dipped galvanized or
rers installation instructions. stainless steel and shall be installed in accordance with
to be available on-site at final
inspection. 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.
Approved lateral load connections are If using alternate fasteners provide manufacturer's
required at connection of deck to house. specifications to inspector at time of framing inspection.
1607.8.1.1 Concentrated load. Handrails and guards R303.8 Exterior stairway illumination. Exterior stairways
shall be designed to resist a concentrated load of 200 shall be provided with an artificial light source located at the
pounds(0.89 kN)in accordance with Section 4.5.1.1 of top landing of the stairway. Exterior stairways providing
ASCE 7. 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.
Manufacturer's Installation Instructions
Shall Be Followed And Available To The
Field Inspector At Time Of Inspection.
Reviewed for Code Compliance REFER TO
APPROVAL LETTER
This review is limited to the submitted scope of work, is based upon the supposition that the plan FOR ADDITONAL
accurately depicts the intended construction and end-use,that the necessary legal authority has COMMENTS AND
been obtained to construct the project and work is subject to code compliance and field REQUIREMENTS
inspection during construction.
By: XevinXamerad Type of Construction: Not Applicable
Date: 6/27/2023 Occupancy Classification: IRC-1 Single Family Dwelling
Permit#: 23SP-00057 Code Edition: 2020 MN Residential Code
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CERTIFICATE OF SURVEY
for
T.C. BUILDERS
PROPOSED BUILDING ELEVATIONS
Top of foundation 934•0 Front of house — S
Garage floor ,9 53--1 Rear of house •o
Lowest floor ---.3!jq„3 Walkout A 4
r---- arrow denotes drainage direction per development plan.
890E-denotes existing spot elevation
890P denotes proposed spot elevation
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Payment Confirmation
Payer Information:
Payment Made By: Outdoor Solutions, Inc
Payment Made For: James Funk
Email: jim@outdoorsolutionsinc.biz
Permit Address: 4590 West Arm
Address: 19311 Southfork Drive
PRIOR LAKE, MN 55372
Payment Description: Permits
Payment Date: 6/29/2023 2:21:35 PM
Business Name Payment Payment Confirmation Amount Convenience Total
Method Account Number Fee
City of Spring Park CHECK ****8625 52235639 $860.24 $1.50 $861.74
(Permits)
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RECEIPT
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
(952)471-9051
SPRING PARK
23SP-00057 i Deck/Porch (Residential) On Lake Minnetonka
Receipt Number:211
Payment Amount: $860.24 July 12,2023
Transaction Method Payer Cashier Reference Number
Check Outdoor Solutions Jamie Hoffman 8625
Comments
Confirmation#52235639
Assessed Fee Items
Fee items being paid by this payment
Date Fee Item Account Code Assessed Amount Paid Balance Due
06/27/23 State Surcharge $12.50 $12.50 $0.00
06/27/23 Residential Building Permit $510.75 $510.75 $0.00
06/27/23 Contractor License Look-up $5.00 $5.00 $0.00
06/27/23 Residential Plan Review $331.99 $331.99 $0.00
Totals.• $860.24 $860.24
Previous Payments $0.00
Remaining Balance Due $0.00
Permit Info
Property Address Property Owner Property Owner Address Valuation
4590 West Arm Road Jill Ties 4590 West Arm Road $25,000.00
Spring Park, MN 55384 Spring Park, MN 55384
Description of Work
Remove railing & install cable railing. Re-deck 7'x14'top deck