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Permits - Permit# 24SP-00050 - 2433 Black Lake Road - 12/6/2024 City of Spring Park Repair/Remodel/Alteration (Residential 4349 Warren Ave, Spring Park, MN 55384 �Q��0 PAON 24SP-00050 Phone:(952)471-9051 Fax:(952)471-9160 n Ga e9�linneton� For Inspections: (952) 442-7520 Date Issued: 12/06/2024 Property Owner: PHILLIP ANTHONY& DEBRA LANE Expiration Date: 06/04/2025 HOLINKA Job Site Address: 2433 BLACK LAKE ROAD, SPRING Mailing Address: 17 OAK LANE PARK, MN 55384 Category: Residential Alteration SPRINGFIELD, IL 62712 Permit Type: Repair/Remodel/Alteration Phone: (309)453-2115 (Residential) Email: dlholinka@gmail.com Valuation: $250,000.00 Description of Work: Gutting majority of interior, residing,windows, reworking 2 bathrooms& kitchen. Reworking loading bearing walls as well. Subdivision: Required Setbacks: Parcel ID: 1911723120019 A T_ Filing: Lot: 14 Actual Setbacks: Block: Total Sq Ft: Contractors: Fee Items Amount Primary BIGHAM HOMES LLC (952) 923-4248 State Surcharge $ 125.00 Residential Building Permit $ 2,337.00 Contractor License Look-up $ 5.00 Residential Plan Review $ 1,519.05 Total Fees: $ 3,986.05 NOTICE Signature of Applicant/Date Building Department Signature/Date 12/06/2024 MUST BE POSTED ON JOB SITE "r INSPECTION CARD City of Spring Park �G°�G°3fl�1C� pQQa On fa�, �17innetonO 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. Repair/Re mode l/Alte APPLICATION NO.: 24SP-00050 TYPE: ration(Residential) ISSUED DATE: 12/06/2024 EXPIRATION DATE: 06/04/2025 1911723120 PROJECT ADDRESS: 2433 BLACK LAKE ROAD,SPRING PARK,MN 55384 PARCEL NO.: 019 PHILLIP ANTHONY&DEBRA LANE OWNER: HOLINKA CONTRACTOR: BIGHAM HOMES LLC CONTRACTOR PHONE: (952)923-4248 DESCRIPTION OF WORK: Gutting majority of interior,residing,windows,reworking 2 bathrooms&kitchen. Reworking loading bearing walls as well. CONSTRUCTION TYPE: OCCUPANT LOAD: DATE DATE INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS Footings Framing(Ledger Framing Attachment) Fire/Draft Stopping Energy Code/Insulation Water Resistive Barrier Building Final (Prior to siding installation) Fire Approval: Date: Engineering Date: Approval: PW Approval: Date: Other( ): Date: To request an inspection:(952)442-7520 Page 1 of 1 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. Everyone performing work to For electrical permit inquiries please contact the City of Spring Park Electrical Inspector. which the code is applicable Dave Hucky (952) 442-7520 shall comply with the code. Existing Ceiling, Wall or Floor Cavities Deck Ledger to be positively bolted to structure separating conditioned from following the requirements of non-conditioned spaces exposed during Table R507.9.1.3(1) and Table R507.9.1.3(2) construction shall be filled with insulation. All fasteners shall be hot dipped galvanized or Basements built before June 1st 2009 stainless steel and shall be installed in accordance with are exempt Figures R507.9.1.3(1) and R507.9.1.3(2) Install corrosion resistance flashing above all ledgers Composite decking often has reduced span and seal sides and bottom with approved sealants. ratings, especially when used as stair If using alternate fasteners provide manufacturer's treads. Maximum spans of composite specifications to inspector at time of framing inspection. decking shall not exceed spans specified in manufacturers installation instructions. Instructions to be available on-site at final inspection. For inspection of Helical Pier footings installers are to leave their installation report showing each footing location, the achieved torque and final load capacity. Capacity to equal Approved lateral load connections are or exceed calculated loads for each location. required at connection of deck to house. Report shall also include installed depth and helical size. REFER TO APPROVAL LETTER Manufacturer's Installation Instructions FOR ADDITONAL COMMENTS AND Shall Be Followed And Available To The REQUIREMENTS Field Inspector At Time Of Inspection. Reviewed for Code Compliance Separate Permits Required For: This review is limited to the submitted scope of work, is based upon the supposition that the plan x Electrical 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 x Mechanical inspection during construction. x Plumbing By: 'KevinXameruW Type of Construction: Not Applicable Fireplace Demolition Date: 10/10/2024 Occupancy Classification: IRC-1 Sgl Family Dwelling Fire Suppression System Septic Permit#: 24SP-00050 Code Edition: 2020 MN Residential Code e'•v Y-r m 0 �• if m B -n o -------------------- AIn ---------------- �e z O 0 � F I i I I ------- --------. j -- - -------------------- I ----------- - - ---- Ko � �V2 N N' L 7'-7' 1'-I1' O•T L YT o a (( fpp rS E I it II — � r , I I I I I E11Cv 7-oz. 8� o @ oil g :t� ,� , gal g II II �h� i o U2' r ,Z3 g a �. �i '� L m'•o' 6 3 y STEEL BkAMS FOR THE: m y r HOLINKA RESIDENCE 2433 BLACK LAKE RD. SPRING PARK,MN S H Z ti i is a p ° I t4pi��f� I I n m i F $ vs VT3.e•. D O I LJ _ Z I I I I 6 Q I + I I D t® I IU.0e Z -- Ld F R t � I S �I; °=.sea 1- 2R II$ ¢ a 5'8 I $ �I LF "$..^S" $ ego Y 4� I$Q�R� a� �Rod sa Nil slnuill R p STEEL BEAMS FOR THE: Y HOLINKA RESIDENCE Y 2433 BLACK LAKE RD. SPRING PARK,MN i �s m m A m A IT] - FF r- - rn M a < e m $ , < z p Z 2 EE iR 1 e $ STEEL BEAMS FOR THE: WN HOLINKA RESIDENCE .s 2433 BLACK LAKE RD. SPRING PARK,MN A N r m ED� m D I A e-i ice• n. - m I i(✓ A\ t* a r g mU E 1� rF 11111111 . 1 FT71 -� i p -LLU D O a Z I 0 ! �g Q I a A N m � m A m �& a m g < 1> o � E STEEL BEAMS FOR THE: N p am HOLINKA RESIDENCE Ysy r o $ 2433 BLACK LAKE RD. SPRING PARK,MN City of Spring Park ' 4349 Warren Ave Spring Park, MN 55384 Phone(952)471-9051 U'LnS U�.ILJ tni Fax(952)471-9160 Yinneton°a Project Name: Date: 10/10/2024 Approval Status: Approved with Comments Jurisdiction: City of Spring Park Construction Type: ID: 24SP-00050 Applicant Name: Bigham Homes LLC - Ian Bigham Applicant Phone: (952) 923-4248 Applicant Email: ianbigham@gmail.com Jobsite: 2433 BLACK LAKE ROAD Code: 2020 1309, Minnesota Residential Code Reviewed: Building The plans and specifications,for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code.This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project.Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s)and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, 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 2433 BLACK LAKE ROAD Page 1 City of Spring Park �— 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 Fax(952)471-9160 7rr La e�1lianeton'a 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 3/8 inch. (MN Rule 1309.R311.7.5.2) 2433 BLACK LAKE ROAD Page 2 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 pQfll�� pQQ� Phone (952)471-9051 LnS Fax(952)471-9160 >Winneton ka 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. 2433 BLACK LAKE ROAD Page 3 City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952)471-9051 pG3QGJG pqQ� Fax (952)471-9160 )n La,e Yinneton a 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) 2433 BLACK LAKE ROAD Page 4 CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue El Spring Park, MN 55384 Handout Given Routed to MNSPECT Phone: 952-471-9051 Fax: 952-471-9160 0 Lead Handout Given SITE ADDRESS:'`? `'f S 3 A lc,C,k FID: 1)Was the home constructed before 1978?(YES o,continue with line 2,NO MContinue without completing EPA Section) 2)Will the work disturb 2t6 sq ft of interior painted surfaces or z20 sq ft of exterior painted surfaces?(YES u go to line 4,NOX line 3) _ 3)Are there any windows being replaced?(YES)<go to line 4,NO a continue without completing EPA Section) 4)Has this home been Certified Lead Free?(YES ,you MUST Attach Certification Information, NO L complete line 5) 5)EPA Contractor Certification Number. NAT- F ��SS _ (applies to contractor only) • PROPERTY OWNER: e- L t ,rl rh Address: Lf 3 I�) JC Ci : S f,'n State: /VIA' Zip: S�"3 Email: d 0 Lil k-(, P Y)l4, c�r✓) Contact Name: Ve- 'L Phone: 30 - UB-%I CONTRACTOR: pi ().*,Ie l-I G,. Address: S'4 6 �S `h S t 5 — City: L r State: zip: S.3 Phone: S,z �l�Z Fax: Contractor License No: 713v Contact Name: ',h . �G>►) Phone: Email: tl�l - ARCHITECT: f 4A lei ' Address: u ©G tvc,Yt City: r - o SC State: /1 / zip: SS Phone: - Fax: • Email: r L Q to Contact Name: ;(/K Phone: TYPE OF WORK: <=New Construction %Deck c Pool c Re-Roof ❑Commercial Residential c.Change of Use -,Retaining Wall c,Porch ;K Re-Side EST.VALUATION OF WORK f-Finish Basement 3 Demolition r Fence $ �30,06 o lii,Remodel �Fire Sprinkler Shed Square feet: i__Addition Fire Alarm yi window/Door Replacement c Garage-Attached/Detach ci Plumbing-provide detail on Page 2 #being replaced Detailed Description of Work: c:Accessory Structure :a Mechanical-provide detail on Page 2 c Misc Other '� t✓;1) w� ;n 1�e wtk'C�,' © hr= ;n et i;t re lac. n n w,rC G W3 feG✓'�c�c:n � rer:;n un k� 11e17 tt/e, v✓;1) i� ✓�� ,"n Ga • ec.f;n 1.✓c.11 c.St✓ctl. signature of this appfication by the legal property owner or■licensed contractor as the owners representative.is required and authorizes thelZoning Administrator or desighee and the Building Official or designee to enter upon the properly 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 all work performed will be In accordance with approved plans.specifications and conditions and to abide by all ordinances of the Municipality 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 I choose not to proceed with the work.Permit expires when work .1 is not commenced within 180 days from date of perm t.or It wane 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-FRIDAY B fore 7 a.m.and after 10 p.m.Weekends/Holidays before 7 a.m.and/after 8 p.m. SIGNATURE OF APPLICANT: DATE: 6 CGt 0)it PRINTED NAME: Tn�Yt f5, k4o This is the signature of: Owner or Owner's Representative OCCUP_TYPE: CONS .TYPE: CODE: BLDG SPRINKLED Yes!No VALUATION:$ Permit Fee: $ Q flJ e b't> WAC Charge: $ Plan Review Fee: $ 11514=k4l Sewer&Water Hook-Up: $ State Surcharge: $ I o6•67 Sewer&Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S.E.C.Fee: $ Muni SE/WA Fee: $ Investigation Fee/Other Fee: $ `2016 SAC Escrow: $2 485 Copy Charge($.25 per 8.5 x11 page) $ Other. $ ZO License Check($6)/Load Check($5) $ • TOTAL DUE: $ 05 uJ SUB-TOTAL $ �' d _ "NOTE Commercial plans will be submitted to the Met Council Environmental Svcs D Plumbing Fee from Pa e 2 $ � g ( g ) 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, U LL Special Conditions/Required Setbacks: U. O Building Approval By: DATE: Printed Building App val By: 0 License Verification 1:1 Lead Verification-Checked By: City Approval By: DATE: I a Aa 1,94 Paid: g ate: J� Receipt No. 1%1r'rIT By: . . ,, . � : • . .J Jamie Hoffman From: payment5@thepaymentgroup.com Sent: Friday, December 6, 2024 10:11 AM To: Jamie Hoffman Cc: payment@thepaymentgroup.com Subject: IAN BIGHAM Permit Payment to Spring Park, MN - Permits & Licenses from TPG I Dear Spring Park, MN - Permits & Licenses, IAN BIGHAM has made a web Payment through The Payment Group for: Payment Information Date Paid: Friday, 06 December 2024 10:10:51 CT Confirmation: 32W8ES Credit Card Number(last 4 3911 digits): Credit Card Type: Visa Full Address - City, State &Zi Number .First Name Business Name : 2433 BLACK LAKE IAN BIGHAM BIGHAM HOMES LLC ROAD,SPRING $3,986.05 PARK, MN 55384 IAN BIGHAM can be reached at : 952-923-4248 or ianbigham@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 RECEIPT City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 (952)471-9051 ; �G°�Qfl�1C� pQQ� 24SP-00050 I Repair/Remodel/Alteration (Residential) On [Af:Minnetonka Receipt Number:402 Payment Amount: $3,986.05 December 6, 2024 Transaction Method Payer Cashier Reference Number Credit Card Bigham Homes Jamie Hoffman 32W8ES Comments Assessed Fee Items Fee items being paid by this payment Assessed Fee Item Account Code Assessed Amount Paid Balance Due On 10/10/24 Contractor License Look-up $5.00 $5.00 $0.00 10/10/24 State Surcharge $125.00 $125.00 $0.00 10/10/24 Residential Plan Review $1,519.05 $1,519.05 $0.00 10/10/24 Residential Building Permit $2,337.00 $2,337.00 $0.00 Totals: $3,986.05 $3,986.05 Previous Payments $0.00 Remaining Balance Due $0.00 Application Info Property Address Property Owner Property Owner Address Valuation 2433 BLACK LAKE ROAD PHILLIP ANTHONY& DEBRA 17 OAK LANE $250,000.00 SPRING PARK, MN 55384 LANE HOLINKA SPRINGFIELD, IL 62712 Description of Work Gutting majority of interior, residing, windows, reworking 2 bathrooms & kitchen. Reworking loading bearing walls as well. Jamie Hoffman From: Lori Johnson <Ijohnson@wsbeng.com> Sent: Tuesday, July 2, 2024 8:59 PM To: Jamie Hoffman; Mike Anderson Subject: RE:4428 West Arm Road - Building Permit Application Hi Jamie and Mike, The impervious surface is under 30 percent in the existing and proposed scenarios so this should be fine. Lori Johnson,AICP 612.364.3029(o) Senior Professional Community Planner - 701 Xenia Avenue S,Suite 300 Minneapolis, MN 55416 WS b wsbeng.com For a list of WSB employee licenses and certifications visit here. This email,and any files transmitted with it,is confidential and is intended solely for the use of the addressee. If you are not the addressee,please delete this email from your system.Any use of this email by unintended recipients is strictly prohibited.WSB does not accept liability for any errors or omissions which arise as a result of electronic transmission.If verification is required,please request a hard copy. From:Jamie Hoffman<jkhoffman@cLspring-park.mn.us> Sent:Tuesday,July 2, 2024 8:47 AM To: Mike Anderson <manderson@ci.spring-park.mn.us>; Lori Johnson <Ijohnson@wsbeng.com> Subject: FW:4428 West Arm Road - Building Permit Application EXTERNAL EMAIL Hey there— This might need to be reviewed for hard cover calcs but will leave up to both of you. Let me know if approved or needs further information, planning approval, etc. Thank you! ,.r Jamie Hoffman City Clerk City of Spring Park SPRING MRK 4349 Warren Ave (1n1:.ikcNrnnn,,lfk,r Spring Park, MN 55384 952.999.7491 (Direct) 952.471.9051 (City Hall) jkhoffman@ci.spring-park.mn.us www.ci.spring-park.mn.us City Hall Hours are Monday—Thursday, 7:30am—5:00pm, Friday 7:30am - 11:30am 1 , From:grant@wixconstruction.com <grant@wixconstruction.com> Sent: Monday,July 1, 2024 9:51 AM To:Jamie Hoffman <ikhoffman@ci.spring-park.mn.us> Subject:4428 West Arm Road - Building Permit Application Good Morning Jamie, See attached executed permit for the exterior improvement work at 4428 West Arm Road along with project architectural/structural drawings & surveys. As you will see in the proposed survey hardcover calculations, the proposed pavers for the new hardscape are permeable. Please let me know if you have any questions or need anything else from me. If you are able to send me what your current review time is and when we could expect the permit to be issued, I would greatly appreciate it. Thanks and have a great 4tnl PLEASE NOTE I WILL BE OUT OF THE OFFICE WEDNESDAY JULY 24TH - FRIDAY AUGUST 2ND Grant Wickesberg - Owner - 952.292.6447 4461 Bayside Road Maple Plain, MN 55359 MN License #BC781065 www.wixconstruction.com The content of this email is confidential and intended for the recipient specified in the message only. It is strictly forbidden to share any part of this message with any third party, without a written consent of the sender. If you received this message by mistake, please reply to this message and follow with its deletion, so that we can ensure such a mistake does not occur in the future. 2