Permits - Permit# 23SP-00066 - 4232 West Arm Drive - 8/25/2023I
City of Spring Park Deck/Porch (Residential)
4349 Warren Ave, Spring Park, MN 55384
23SP-00066
�!, 'f•.Si.1 ,� "',.`:1;�i'
n Lake 9ftneto
Phone:(952) 471-9051 Fax: (952) 471-9160
For Inspections: (952) "2.7520
Date Issued:
08/25/2023 Property Owner: JUDITH H O'BRIEN TRUST
Fxiratlon Date:
02/21/2024 Mailing Address: 4232 WEST ARM DR
Job Site Address:
4232 WEST ARM DR, Spring Park, MN
55384
Spring Park, MN 55384
Category:
Residential Miscellaneous Phone: (612) 508-5854
Permit Type:
Deck/Porch (Residential) Email: jhob714@yahoo.com
Valuedon:
$30,000.00
Description of Work:
Build deck on main level over existing walkout deck
Subdivision:
Required Setbacks:
Parcel ID:
18-117-23-43-0180
Filing:
Lot:
Actual Setbacks:
Block:
Total Sq Ft:
Contractors:
Fee Hams
Amount
Primary Warren Home Restoration Inc (952) 474-6798 State Surcharge
$15.00
Residential Building Permit
$ 574.50
Contractor License Look -up
$ 5.00
Residential Plan Review
$ 373.43
Total Fees:
$ 967.93
NOTICE
Signature of Applicant/Date Building Department Signature/Date
08/25/2023
MUST BE POSTED ON JOB SITE
INSPECTION CARD
City of Spring Paris
SPRING PARK
OnLa45tfir[rretvnl q 4349 Warren Ave, Spring Park, MN 55384
POSTTHIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE
AUTHORRY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSRE.
Deck/Porch
APPLICATION NO.: 23SP-M66 TYPE: (Residential) ISSUED DATE: 08/25/2023 EXPIRATION DATE: 0212112024
18-117-23-
PROJECTADDRESS: 4232 WEST ARM DR, Spring Park, MN 55384 PARCEL NO.: 43-0180
OWNER: JUDITH H O'BRIEN TRUST CONTRACTOR: Warren Home Restoration Inc CONTRACTOR PHONE: (952) 474-6798
DESCRIPTION OF WORK: Build deck on main level over existing walkout deck
CONSTRUCTION TYPE: OCCUPANT LOAD:
DATE DATE
INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS
Footings I I I I Framing
Building Final
Fire Approval:
PW Approval:
To request an inspection: (952) 442-7520
Date: Engineering
Approval:
Date: Other (
Date:
Date:
Page 1 of 1
CITY OF SPRING PARK
PAGE 1
BUILDING PERMIT
4349 Warren Avenue
23SP-00066
Spring Park, MN 55384
❑ Handout Given
Phone: 952-471-9051 Fax: 952,471-91 fi0
❑Lead Handout Given
Routed to MNSPECT
:SITE ADDRESS: 4232 West Arm Drive
PID:
1) 'Nas the home constructed before. 19719? (YES C. ContlnuF V'ith line 2, NO S continue without completing EPA Section)
A Wf1 Cte work disturb 26 sq ft of pairotc-j surfw:es or ;!20 s:f R of oxterior ; ainted surfaces? (YES ❑ go to line 4, NO ❑ line 3)
?'] Are there any windows being replaced? (YES _j, go to i ne 4, NO V ;ontL WP We completing EPA/Section)
A) Has this home been Certified Lead Free-, (YES :-1, you MUST Attach Certification Information, NOVcomplete line 5)
t) EPA Contractor Certification Number. NAT - NA,-1235%-3
(apples to contractor only)
FIROPERTY OWNER: Judy O'oftrt
Address: 4232 West Arm Drive
(;i : Spring Park State: MN My.
Email jhol,714-&yanoo.corl
C:oratact Varne: Markwarren
Phone: 612 741-9512
.CONTRACTOR: Mark Warmn Homes
Address: 1161 Wayzata Blvd 9397 �.
.2- ' Ways State: MN Zip- 55391
Phone:612 741-9512 Fax:
Contractor License No• BC159752
Contact Name: Mark Warren Phone. 612-741-9512
Entail: mark@markwarrenhomes.00m
,..�
15RCHMECT: DFP Plarinning and Design
Address: 9100 Baltimore Sf NE Ste 106
Blaine State: MN Zi r 56449
Phone: 763-780-8004 -4 F
i:'mail:
783-784 8004one:
'TYPE OF WORK: - New Construction
VDeck _ Pool - Re -Roo(
= Commercial esidential o Change of Use
❑ Retaining Wall = Porch❑ R"Ide
EST. VALUATION OF WORK = Finish Basement
a Dernolitmri ❑ Fence
.g 30000 Remodel
o Fire Sprinkler : Shed
.square feet - Addition
❑ FreAlarm z WindowlDoor Replacement
380 -. Garage-AriachediDetaeh
o Plumbing -provide detaii on Page 2 # being replaced
iDetailed Descriptlon of Work: - Acces Structure
_: Mechanical -Provide detaa cn Page 2 :. Mist: Other
Build deck on main level over existing walkout fleck
Ibnalure of this application bye tte read properly owner cr a lcwhaed b0iltibtor, ee thLaeYrhara rapreeantatve, Is rmphd and autharkee the Zoning Adminsirator or d"WissNW tee BuWiling O ini
r r dealgnse le enter uponthe Propady la perform naedsd bhspehltons. Enity may.M %lificut prior nolke. I herby aeknawlaetya that 1 here read thisapplcaom gad stabs that al IMbmailon islim and
carnet to the beet of my kruelaci e. f further agree that al wedrpertb Tri" ■line M tecordum MM spprmd plank speetReadons and wndaore and to abide by el ons wrAw of the Municipally
••
e nd is laws of the Stele of Mlnrhesols mgal&g mum 11i Amem to 4hls parmtL I agree to pay at pion mWowfees eeae it I choose not to, proceed with the work Perrot ergrtrss when work
14 not callmsnced wahbh 100 days from date of pW4 ar Nvoork is atirpandi d, abandoned, or not Inspected for 187 days. work bond the scope crthis or wctk wlihwh inspectan,
rrabesubjecttoapenaly. e,-
permit, a parml or
Noise Ordlnwroie 116 Effect MONDAY - FRIDAY Before 7 a.m. and after 10 pan. WeekendslHoNdays before 7 a.m. and after 9 p.m.
;SIGNATURE OF APPLICANT: 29vug U2ksAy,
DATE- 7/12,2�23
PRINTED NAME Mark H'---Wagen
_ „
This is the signature of: -- Owner or X/Omiees Representative
OCCUP. TYPE:! ° CONST. TYPE: CODE2020 M RC BLDG SPRINKLED Yes r N_o
VALUATION: S 40
Permit Fee: $
WAC Charge: $
Plan Review Fee: $ Z& �ilk%
Sewer & Water Hook -Up: $
State Surcharge: $ bO
Sewer& Water Disconnect: $
Site Inspection Fee: S
Water Meter $
S.E.C. Fee: $
Muni SE/WA Fee: $
Investigation Fee / Other Fee: $
SAC Escrow: �e S
Copy Charge ($.25 per 8.5 x11 page) $
Other. $
O
Linorlso Cheek ($S)1 Load Check ($6) $ •
TOTAL DUE: $
m
SUB -TOTAL TOTAL $
Plumbing Fee from Page 2 $
( g )
'NOTE: Cmnmorcisl plans will be submitted to the Yet wi Council Erronmerdai Svcs
Mechanical Fee from Page 2 $
for SAC determination. Escrow payment will be required when permit is Issued. If
v
after Met Council review no SAC Is debermined, see" will be refunded rn full.
LL
Special Conditions/Required Setbacks:
O
Building Approval By:Veftk
DATE: 8/16/2023
Printed Building Approval By: Derrick Wyman
]K License Verification ❑ Lead Verification - Checked By:ZW
City Approval By: �,. �''
DATE: Islips- a� a
Paid: «� Date: h n Receipt No
*'� � r' By V,
CITY OF SPRING PARK ❑ MECHANICAL PERMIT
❑ PLUMBING PERMIT
PAGE 2 FOR PERMIT ISSUANCE
PAGE 1 and PAGE 2 should be complete
MECHANICAL INFORMATION
Mechanical Contractor: Address:
C State:T Phone: Fax:
State Bond No:
lContact Name:
Email
lContact Phone:
Detailed Descri ion of Work:
Indicate type of project, fixtures, and Gas Lines you will be installing or replacing (include countfor each type.cif,fixture):
MECHANICAL FIXTURES GAS UNES
Quantity Quantity clum ntit f`
Furnace Kitchen Fan Furnace
Air Conditioning System Bath Fan Fireplace i
Air Exchanger Grill Unit Heater ..pg
Fireplace Water Heater
Unit Heater Grill;
In Floor Heat pryer
Gas Lon Stove'
Oft@ We Only, r.+•.:.
❑ Replacement (one facture only, no piping or vent changes) ?, Mechanical Permit Fee: $
❑ Addition/Remodel Gas Line Permit Fee: $
❑ New Construction — State Surcharge: $
❑ Other Other. $
Total Mechanical Permit; S
PLUMBINGi
Plumbing Contractor. Address:
City:State: "`' Zi : '"'"::' Phone: Fax:
Plumbers License No:
18tate Bond No:
Contact Name:
Contact Phone:
Email:
Detailed DescrIE2M of Work:
Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture):
PLUMBING FWTURES
Quantity Quantity
Guam
Water Heater Shower Laundry Tub
❑ Gas ❑ Electric Dishwasher Rough4n 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: $
in Other
Total Plumbing Permit: $
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Project Name:
Date:
08/16/2023
Approval Status: Approved with Comments
Jurisdiction:
City of Spring Park
Construction Type:
ID:
23SP-00066
Applicant Name: Mark Warren Homes - Mark Warren
Applicant Phone:
(612) 741-9512
Appikant Email: mark@markwarrenhomes.com
Jobsite:
4232 WEST ARM DR
Code:
20201309, Minnesota Residential Code
Reviewed:
Building
The plans and specifications, for the project named above, have been reviewed for substantial compliance with the
current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the
supposition that the data on which the design is based are correct and that the necessary legal authority has been
obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper
and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately
responsible for providing complete code compliance and maintaining minimum construction standards for the
safeguarding of life or limb, health, public welfare and property while constructing this project.
Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from
these documents and/or additional information shall be submitted to the Department of Building Safety for code
compliance review and approval. Written response of approval must be on site prior to implementation of such changes.
The following information is related to the submitted plans/scope or as general information regarding code compliance.
Compliance with the stated requirements will be verified during the construction process.
All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety,
when ready to schedule an inspection, at (952) 442-7520 during regular business hours.
If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or
email at codereview(@mnspect.com.
Derrick Wyman
Plans Examiner
dwyman@mnspect.com
4232 WEST ARM DR Page 1
PAR.
City of Spring Park
4349 Warren Ave
Spring Paris, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Building: Approved with Comments - Derrick Wyman, dwyman@mnspec.com
PLANS DATED: 6/13/2023, 8/7/2023
PLAN SHEETS REVIEWED:1, D1, Deck Supplemental
SCOPE OF WORK: Build 380 sq ft deck on main level over existing walkout deck with stairs down to lower deck.
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
1309.11311.3)
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 1309.11311.5)
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. Handra€Is 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
4232 WEST ARM DR Page 2
04"
PARK
not permit the passage of a 4-inch-diameter sphere. (MN Rule 1309.R311.7.5.1)
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
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:
1. 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.
H. 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
4232 WEST ARM DR Page 3
AY"
PARK
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
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. 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)
4232 WEST ARM DR Page 4
SUPPLEMENT to Deck Permit Application
(MUST be included when applying for permit)
1. Primary Structure Floor system:
❑ Sawn lumber ❑ Engineered Lumber 0 I -Joist ❑ Engineered Truss
2. Primary Structure Rim:
❑ Sawn Lumber 0 Engineered Lumber Size-2 x 12 ❑ NIA
3. Ledger Attachment will follow:
® MN Building Code ❑ SBCA ❑ Other
4. If "Other" will be used for ledger attachment, please specify:
❑ Engineering - Provide site specific engineering stamped by a Minnesota licensed engineer.
❑ Alternate Method — Provide all details and documentation. (Must be a research report based on practical
scientific research -literature review, testing, analysis, etc.)
5. Ledger Attachment fastener: 0 Lag Bolt ❑ Thru Bolt ❑ Other
Bolt diameter 112" Bolt Length 5' Bolt pattem 49ece-
6. Identify any rim/ledger penetrations: none
7. Footing Diameter: Helical See Plan Depth:
8. Size of posts: 6 x 6
9. Size of beams: 3-1/2 x 9=114 oW Number of plys:1 2
10. Cantilever on beams: none
11. Size of joists: 2 x 10 Spacing: 16 oc
12. Cantilever on joists: none
13. Species of framing lumber (please check one): 0 Southern Yellow Pine ❑ Ponderosa Pine
❑ Spruce Pine Fir ❑ Hemlock Fir ❑ Douglas Fir ❑ Cedar
14. Dimensions of decking: 5141x 6 Material: composite
15. If using composite decking materials, please indicate the manufacturer and specific series of decking:
Azek Vintage
16. Orientation of decking to framing members: 0 Perpendicular ❑ 45°
17. Maximum Height of deck: Minimum height of deck:
18. Height of Guardrail: 36' + Spacing of spindles:4 Length of guardrail: 26'
19. Stairs Rise and Run 7" x t4W Total rise of stairs: lo,
20. Height of handrail: 34-38"
21. Dimensions of deck: 10 x 26
Deck Handout Page 6 of 8 Copyright 0 MNSPECT 2022
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Stair Code Compliance
TimbwTecH
by AZBR Building Products
In order to meet the AC174 Requirement for stair loading, follow one of the methods below:
Attach 2), h tmetad pine
centered unde.• ; i eads using
pneorneW framing nailer Nall
sasitions as shown.
Stair Stri
Installing Stairs
AZEK W Decking
attached to Stringers
using 12107 x 2 1/4'
Screws
3 1/4 a .0131 roundrlve
framing nail in locations
shown uGinq Nneumatic
nailer
AZEK Devi. Board
I7vplc?ll
9715
.VEK Deck Board
attached to Strinae
using < Screws/
Stringers
Treated Pine
• Stairs should be constructed per local code requirements.
• Use AZEK ripped Rim Joist Covers for riser installation.
Page 13
Payment Confirmation
Payer Information:
Payment Made By:
Payment Made For:
Email:
Address:
Payment Description:
Payment Date:
Mark Warren
Mark Warren Homes
mark@markwarrenhomes.com
1161 Wayzata Blvd #397
Wayzata, MN 55391
Licenses
8/2W023 9:57:53 AM
Business Name Payment Payment Confirmation Amount Convenience Total
Method Account Number Fee
City of Spring Park AMEX ****7008 43236544 $967.93 $28.55 $996.48
(Licenses)
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RECEIPT
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
(952)471-9051
23SP-=661 DecWpor+ch (ReskWntiaq
Payment Amount:
Transacffm Method
Credit Cab
Commerce
$967.93
Payer
Mark Warren Homes
(.�PLD- A-r"
SPRING PARK
On Lakg Minnetonka
Receipt Number. 234
Cashier ReMvVnce Number
Jamie Hoffman 43236644
August 25, 2023
Assessed Fee Items
Fee items being paid by this payment
Date Fee Item
Account Code Assessed
AmountPa,9d
Balance Due
07/21/23 State Surcharge
$15.00
$15.00
$0.00
07/21/23 Residential Building Permit
$574.50
$574.50
$0.00
07/21/23 Contractor License Look -up
$5.00
$5.00
$0.00
07/21/23 Residential Plan Review $373.43 $373A3 $0.00
Tom $967.93 $967.93
Application Info
Property Address
4232 WEST ARM DR
Spring Park, MN 55384
Previous Payments $0.00
Remalydng Balance Due $0.00
Property Owner Property Owner Address Valuation
JUDITH H O'BRIEN TRUST 4232 WEST ARM DR $30,000.00
Spring Park, MN 55384
Description of Work
Build deck on main level over existing walkout deck