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Permits - Permit# SP-2021-00102 - 4218 West Arm Drive - 10/20/2021City of Spring Park Permit CITY OF 5 P [ �j To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00102 Issue Date: 10/20/2021 Zoning Type: RESIDENTIAL Use Type: 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ♦ MON-FRI: 8AM-4:30PM ♦ NO HOLIDAYS Site Address: 4218 WEST ARM DRIVE, SP, MN 55384 Description: ADD 8X10 DECK TO EXISTING DECK Permit Granted To: MATT GERGEN CONSTRUCTION LLC Permit Type: BLDG - Deck Homeowner's Name: PENNY ROGERS & PETER LANPHER Permit Exp: 4/16/2022 Phone Number: Valuation: $25,000.00 Parcel #: 1811723440050 Fees Receipt # Product Sale Date Quantity Date Paid Status Pmt Info Amount 0 License Lookup 10/18/2021 1.00 Due $5.00 0 -Permit Fee 10/18/2021 1.00 Due $510.75 0 State Surcharge 10/18/2021 1.00 Due $12.50 Total: $528.25 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! Scott Qualle, Building Official City of Spring Park +4349 Warren Avenue ♦ 55384 Copyright ©2021 INSPECTION RECORD 2020 MN State Building Code City of Spring Park Permit Number: SP-2021-00102 Issue Date: 10/20/2021 SITE ADDRESS: 4218 WEST ARM DRIVE, SP, MN SS384 Description: PERMIT TYPE: BLDG - Deck ADD 8X10 DECK TO EXISTING DECK ZONE/USE TYPE: RESIDENTIAL APPLICANT: MATT GERGEN CONSTRUCTION LLC OWNER: PENNY ROGERS & PETER LANPHER No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit", and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; when construction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activity. IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. Permit Card Inspection Inspector's Response Approval Date Comments or Corrections Required Footing Framing Required Final Required MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MOND" THRU FRIDAY. PHONE NUMBER TO CALL: 9S2-442-7S20 When a Certificate of Occupancy is needed, return this card and the approved final inspection notice to the City of Spring Park office. CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2021-00102 Spring Park, MN 55384 Handout Given Phone: 952-471-9051 Fax: 952471-9160 ❑ Lead Handout Given Roused to MNSPECT SITE ADDRESS: , • r`. ' '~ r'? + r(Zt PID: 1) Was the home mnstructed before 19787 (YES a, continue with line 2, NO ❑ continue without complet,ng EPA. Serhon; 2) Will the work dtsturb 16 su ft of interior painted surfaces or x20 sq ft of exterior painted s: rfact>s?,'YES - go to !rre A. NO :. tiro 3) 3) Are there any windows teing replaced? (YES o, go to line 4, NO o continue without comrletn+g EFTA Seacrv: 4) Has this home been Certified Lead Free? (YES o, you MUST Attach Certification Infonnator., No, j complete line 5,. 5) EPA Contractor Certification Number NAT - (applies to contractor only) • PROPERTY OWNER: Lei #VOA Address: _— Y s ri. r Mate: zlix Email: Contact Name: r Phone: CONTRACTOR: r Address: Ci Stale: Phone: Contractor License No. 66 Contact Name: Phone: ' Errol: ARCHITECT: Address: C ' ' Slate: Zi P. Phone: Fax ` F_rrtal: Contact Name: " Phone: TYPE OF WORK: a NewCon*uc On G Deck :Pod = Re -Roof Commercial VResklentisil Change of Use , Retaining Wall = Porch a Re -Side EST. VALUATION OF WORK Finish Basement " Demolthon Fence '6 2 r Remodel Fire Sprinkler o Shed Square fleet ! � Addition Fine Alarm ❑ Window/Door Replacement d 114 Garage-AttachedtDetach Li Plumbing-provids detail on Pape 2 tt being replaced Oetl:Mn of Ylblrk: Accessory Structure wide I on Page 2 Misc Other — `- or t b appkwbn by Mr wgw prwarty owrw wa Mcenew twftcwt, m rho mwam rarysssrnaDAL k requtad nut rlhartaas Mn sand1or st de and Mr 011krel cr designso to sniff q= tits omperly to pedbon nrdod Impoct m."may be W� 1Mor malts. l h-" af�p—*Wv Milt I has rNd thb PPOCO 9W a ion is t aPPkcaarr end aMls ttN1 all hhsmatbn A 1nM and =oastt to Mr beat of rrty knawMd>as. I Never epno Milt N work peAorard w5 ba ti ieeoedeme rrkh m;ppYn. spK0cr* o and condom and M Wldo by al ordinances or the Murictooyy .nd tin lows or er 3MM or r• sckono taorr pulwrrd M the prink. 1 eggs 1A Pay aM pMn nYlswlors ever It I alcoves not b proceed weh the work Paenk s pbss wmn *wk •. e; not carenancsd as days Im daisof 1. days fmm dais of psrort, ail Mwadc M wMPOndK aDrrbnsd, or MI car ;p d� vYork beyond rho stops orMilk prink. ail wwk wlkrant a prink w kapsdbl, • va W n9ysd to a prraly. w Mobs Ordinance In Effect I NDAY - FRIDAY Bofors 7 am. and after 10 pm. WookendsAtofts before 7 , a.in. and sitar p. SIGNATURE OF APPLICANT: ,i;'t� ; ;::_� , Est., DATE: PRIN71&Q NAME: f/11 r"r ; +. ,., ,! This Is the signature d: = Owner or o Owner's Re ntetive OCCUR TYPE: CONST. TYPE: CODE: BLDG SPRINKLED Yes / No VALUATION: 5 ' 25,000.00 Permit Fee: S 510.75 WAC Charge: $ Plan Review Fee: $ Sewer & Water Hook -Up: S State Surcharge: S 12.50 Sevrer & Water Disconnect S Site Inspection Fee: $ Water Meter. S S.E.C. Fee: S Muni SFJWA Fee: $ Investigation Fee / Other Fee: S •2016 SAC Escrow. S2 4a5 Copy Charge ($.25 per 8.5 x11 page) S Other S 7� Liwnso Chock ($5) / Load Chock (95) S 500 TOTAL DUE: $ m SUB -TOTALS 528.25 10 Plumbing Fee (from Page 2) $ �D�` t�Mlaaarew pIsfe r'rw be i1b"r todre Mgt CaralaN Emlronrnsntd ova. ul car W debrndnaaon, Escrow psyrrmd wo bs rpulnd when pormit M Issue. K Mechanical Fee from P 2 $ V ibar Met Ceara oview no SAC is dsbnb nsd, seemw wM bs rdurlded in fuL M Special Conditions/Required Setbacks: O Building Approval By. Kevin Kamerud DATE: 10/18/21 Printed Building Approval By,_ Verification ❑ Lead Verification - Checked BY (It) City Approval DATE: Paid. Dols: 1 b (j No. SPRING PARK On Lake W innetonka October 18, 2021 Permit Number: SP-2021-00102 Project Name: Matt Gergen Construction LLC 27180 Nevada Ave Elko, Mn 55020 Scope: Residential Code Review of a new deck for a single-family home located at 4218 West Arm Drive. Inspections: 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 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. The plans and specifications for the project named above have been reviewed for substantial compliance with the current Minnesota State Building Code. The review is limited to the submitted scope of work and 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. The responsibility for the design of structural features must be taken by the project designer. Any changes from the submitted plans and specifications shall be reviewed and approved by the Department of Building Safety. Approval is based on the correction of all noted deficiencies and compliance with all applicable items listed below. The following information is related to the submitted plans/scope as general information and/or code compliance requirements. Compliance with the stated requirements shall be verified during the construction process. Any changes to the plan and any required additional information shall be provided to this agency for code -compliance review and approval, prior to its installation. General Information: 1. Applicable Codes: a. 2020 MN Residential Code (MRC) (2018 IBC as amended) b. 2020 MN Special Provisions (MSP) c. 2015 MN Energy Code (MREC) (2012 IECC as amended) d. 2020 MN Mechanical Code (MMC) (2018 IMC as amended) e. 2020 MN Fuel Gas Code (MFGC) (2018 IFGC as amended) f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) g. 2020 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical (if applicable) 3. The field inspector may identify additional code compliance requirements. identified code compliance requirements shall be completed. Specific Code Items to Be Addressed During Construction: 1. See approved plan and items listed below. Any additional City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mmus exceed the smallest by more than 3/8 inch. Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees from the vertical. 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. (MRC R311.7.5.1) Exception: a. The opening between adjacent treads is not limited on spiral staircases. b. The riser height of spiral stairways shall be in accordance with Section R311.7.10,1. 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. (MRC 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. (MRC 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, adjacent fixed seating or the line connecting the leading edges of the treads. (MRC R312.1.2) 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. (MRC R312.1.3) 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 43/8 inches in diameter. 16. Plastic composite exterior guards shall comply with the requirements of Section R317.4. (MRC R312.1.4) 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). (MRC 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. (MRC 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. (MRC 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, F:952-442-7521 ww .mnspect.com CC: City Property File EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD 2" MIN. 1 %" MIN. 5" MAX. 2" MIN. FLOOR FRAMING O o 0cm O O op0 � o � a o EXISTING —• �: o 0 FOUNDATION WALL o - n ". For SI: I inch = 25.4 mm. For SI: I inch = 25.4 mm. DECK JOIST LAG SCREWS OR BOLTS JOIST HANGER FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS The field copy of these plans must be kept on -site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. Deck footings require inspection after excavation of all footings is complete but prior to placing any concrete. Minimum concrete compressive strength of 2500psi required. Composite decking often has reduced span ratings, especially when used as stair treads. Maximum spans of composite decking shall not exceed spans specified in manufacturers installation instructions. Instructions to be available on -site at final inspection. BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002 or 800-252-1166 hftp://www.gopherstateonecall.org/ In accordance with Minnesota law, you must wait 48 hours (excluding weekends and holidays) after you've submitted your dig information to begin your digging project. Electrical All electrical must be approved by local Electrical Inspector. For electrical permit inquiries please contact the City of Sprig Park Electrical Inspector, Dave Hucky (952) 442-7520 Deck Ledger to be positively bolted to structure following the requirements of Table R507.2 & R507.2.1. Install corrosion resistance flashing above all ledgers and seal sides and bottom with approved sealants. If using alternate fasteners provide manufacturer's specifications to inspector at time of framing inspector. Approved lateral load connections are required at connection of deck to house. 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: kkamerud Type of Construction: N/A Date: 10/18/21 Occupancy Classification: IRC-1 Permit #: SP-2021-00102 Code Edition: 2020 MN Residential Code Deck Ledger to be positively bolted to structure following the requirements of Table R507.9.1.3(1) and Table R507.9.1.3(2) All fasteners shall be hot dipped galvanized or stainless steel and shall be installed in accordance with Figures R507.9.1.3(1) and R507.9.1.3(2) Install corrosion resistance flashing above all ledgers and seal sides and bottom with approved sealants. If using alternate fasteners provide manufacturer's specifications to inspector at time of framing inspection. Deck Joist shall be provided with lateral restraint at bearing points. Where restraint is provided with hangers or blocking their depth shall be minimum 60% of the joist. If secured by a rim board it shall be attached with a minimum 3-10d (3"x0.128" nails) or three No. 10xY wood screws. Minimum Southern Pine. Grade and Species Stamp to be visible at inspection _ 12" MIN IN ALLOWABLE SOILS Existing deck ledger will need to conform to current codes. MANUFACTURED POST CONNECTOR 2" DIAMETER DEPTH + PER TABLE THROUGH BOLTS PER TABLE IN BOTH DIRECTIONS NOTE: NOT SCREWS 4" GRAVEL NOTE: POSTS MUST BE CENTERED ON OR IN FOOTING TYPICAL PT POST MINIMUM 12" OF EMBEDMENT Reviewed This review is limited to the submittf TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST' (Deck live load = 40 psf, deck dead load = 10 psf F JOIST SPAN CONNECTION DETAILS 6' and less 6'1" to 8' 8'1" to 10' 10'1" to 12' 12'1" to 14' 14'1" to 16' 16'1" to 18' On -center spacing of fasteners '/2 inch diameter lag screw with'/, -inch maximum sheathing'-' 3 0 23 18 15 13 11 10 '/z inch diameter bolt with'/2 inch maximum sheathing` 36 36 34 29 24 21 19 '/2-inch diameter bolt with 1-inch maximum sheathing' — 36 36 29 24 21 18 16 or SI. 1 Inch — 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. N b. The tip of the lag screw shall fully extend beyond the inside face of the band joist. M N C. Sheathing shall be wood structural panel or solid sawn lumber. M d. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber, or foam sheathing. Up to'/Z inch thickness of stacked washers N shall be permitted to substitute for up to inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND .10ISTC MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS SI 1 = 2 TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inches' '/4 inch 2 inches' 1% inches' Band Joist` F ' % inch 2 inches 2 inches' 1% inches' or . Inch 5.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). EXTERIOR SNEA71hNG ._ .._ SNEAM�NG I :-SIDING EXISTING STUD WALL - 1 T�IES�DETARISMPIlC1.BtE NIffW nOORJOISTSARE-FLA6HNGFOR PARALLEL TO DECK JOISTS. WATER TIGHTNESS E%ISTING 2K BAND JOIST OR ENGLNEERED RIM 80AR0 - DECKING r--- �,-P➢PROVED JOIST MANGERS 7 MIN. \ _ _. DECK lOISI - - YMIN ` I I-_ LEDGER WAIN FASTENERS `~ 1 Y MIN. �.� �� L- <.. ` \ �,} 1} IN ACCORDANCE "M TABLE R 2 S MAX I F LAG SCREWS OR BOL7S 7` `l FLOOR lLX5l5 may.. .. AO�DOWN DEVICE MIN 150 L8. ACIIY '" L LOC TIGNS EVENLY DISTRAICJN. 2 MIN _y l� ALONG DECK AFiD GNE'NIMN 7A nF EACH Ell THE LEDGER MOLDD04YH OF"CES H ULLL FuuY ENGAGE DECK -V PER _ FLOOR FRAMING --% JOIST HANGER OLD-0 MANUFACTURER E) NG—'--- . \ - A FULLY TNREADEp Y: =M XIER LAG SCREW PREORIUEDWI MIN 3'PENETMTXkJ FOUNDATIONWALL _ v TO CENTER OF TOP PLATE. STUDS. OR HEADER Fu 51.I inh•+5i mm.I f..te ti4Fnu¢ ii+31. I ixE �3.J Am fX1UNE NSW fgNS AND J11f) PLAgMENT OF LAG fCNECARAND W! BOLTS N BAND JOMK Of01( ATTAOIEINTTf011 MlE11AL LOADE = STAGGER FASTENERS ri N2ROWS O O ® S.6' MIN FOR 2 %8' 'DISTANCE SHAM BE PERMITTED TO S' 6. S'MIN. FOR 2%10 RE REDUCED TO d.S IF LAG SCREWS 0 0 ® 0 7.5 MIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 %B LEDGERS T02 X 8 r MIN_ -/j BAND JOISTS. LEDGER LAG SCREW OR BOLT &d' MIN. Fa SL I wh-25.1.- FIOLME R507.E.T.3(1) PLACEMENT OF LAO BCIIEWs AND EOLTS N LEDGERS Minimum deck beam size Per Table R507.5 (3) (2x12) Southern Yellow Pine or Better Minimum footing size; bell base of footing to (18)" W x (6)" T. Base of footings must be a minimum of 42" below grade for frost protection. i 14.6 ft r Plan Lanph er 7 . I+ iT T W + -.T.t iH t 3 'A 4 -4- —7 14 A' 4- e W Minimum Joist Siz f Per Ta ble R507.6 12 be n pwW -1 6"oc) (2x6 .......... TT AL FT -"4 9- M Minimum footing eered Lam Bea size; bell base of 4 4-, + footing to I ) Z )" 224ALS ftW (15x (6T. Base of footings e4-t4 i must be a minimum T- 1: P: -'! E 17. 4� �444—ij--�4'4— of 42" below grade o e ion. or ros pr .................... TT r t'r-. -4-4-H, �14 4 ;T HOME PRO Deck Area: Phone/email: -000l Railing: q j Street: 4;.18 Footings: City/State[Zip Thank you for your Payment! Transaction ID: 14097 Transaction Number: 93878995 Transaction Type: Payment Recipient: Notes: Fees 1 CITY OF -PR-1 IN G I /—\ City of Spring Park 4349 Warren Avenue SP MN,55384 Ph:952-442-7520 $528.25 Date: 10/20/2021 Method: Address: 4218 WEST ARM DRIVE, SP, MN 55384 Reference: Permit Number: SP-2021-00102 Type: BLDG - Deck for MATT GERGEN CONSTRUCTION LLC Product: License Lookup Paid 1.00 $5.00 $5.00 —Permit Fee Paid 1.00 $510.75 $510.75 State Surcharge Paid 1.00 $12.50 $12.50 Total Amount: $528.25 Page 1 of 1 Printed on: 10/20/2021 hoof 1 7�� �; T S eL� AL �. Mirthmm deck beam size ` Per P c� loor Plan tan f.�t.44 Southern Yellow �► kv or Better � >-, • # � : ; per--- ��i►# 1�, �,. 101i -------�y � 3 � . � �� pp r e + . a }: p :. . - Y t Y t', ..r 8 E ijdittq beck 4�tRiR1>1R1 Joist Size .071 a r e" betwwwn pots : Per Tat* R5 tt (24-16"oo) Zr a _ tnKrrd Lam E3earr� , + Wnimm, footing six#, k)olil base of - _ 4 24.6 ft 51r4 of foot"nos (! a (6)., ,- — _ , . �, ' T must be a m/nrmurn i x. of 42M below grate .j rrrust be a Minimum for fret prots�iCin. cf Q2` below graft! ; for fr():a+: protector- +^+ 4 � 4 a w i.:# 4 4*4 -tom: AM Payment Confirmation Payer Information: Payment Made By: Payment Made For: Email: Permit Address: Address: Payment Description Payment Date: MATT R GERGEN MATT GERGEN mattgergen@yahoo.com 4218 W ARM DRIVE SPRING PARK MN 27180 NEVADA AVENUE Elko New Market, MN 55020 Permits 10/20/2021 10:29:26 AM Business Name Payment Payment Confirmation Amount Convenience Total Method Account Number Fee City of Spring Park VISA ****6140 93878995 $528.25 $17.83 $546.08 (Permits) This notice confirms that the above payment was successfully submitted to our payment processor, PSN, and is currently being processed. 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