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Permits - Permit# SP-2021-00090 - 2463 Black Lake Road - 9/15/2021City of Spring Park Permit CITY 0I .S IZI1fU111.11\r To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00090 Issue Date: 9/15/2021 Zoning Type: RESIDENTIAL Use Type: IRC-1 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS • MON-FRI: 8AM-4:30PM ♦ NO HOLIDAYS Site Address: 2463 BLACK LAKE ROAD, SP, MN 55384 Description: NEW ATTACHED SINGLE GARAGE W/ BONUS SPACE ABOVE Permit Granted To: TONKA MANAGEMENT 1ST INC Homeowner's Name: TODD & CARIN ADAMS Phone Number: Parcel #: 1911723120026 Fees (6) Permit Type: BLDG - Addition (Residential) Permit Exp: 3/14/2022 Valuation: $150,000.00 Receipt 4 Product Sale Date Quantity Date Paid Status Pmt Info Amount 13707 Res Site Inspection 9/15/2021 1.00 9/15/2021 Paid Check: 7146 $50.00 13707 License Lookup 9/15/2021 1.00 9/15/2021 Paid Check: 7146 $5.00 13707 Lead Certification 9/15/2021 1.00 9/15/2021 Paid Check: 7146 $5.00 13707 --Permit Fee 9/15/2021 1.00 9/15/2021 Paid Check: 7146 $1,627.00 13707 State Surcharge 9/15/2021 1.00 9/15/2021 Paid Check: 7146 $75.00 13707 Plan Review Fee 9/15/2021 1.00 9/15/2021 Paid Check: 7146 $1,057.55 Total: $2,819.55 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-2021-00090 Issue Date: 9/15/2021 SITE ADDRESS: 2463 BLACK LAKE ROAD, SP, MN S5384 Description: PERMIT TYPE: BLDG - Addition (Residential) NEW ATTACHED SINGLE GARAGE W/ BONUS SPACE ABOVE ZONE/USE TYPE: RESIDENTIAL IRC-1 APPLICANT: TONKA MANAGEMENT 1ST INC OWNER: TODD & CARIN ADAMS 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. MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 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-2021-00090 Spring Park, MN 55384 El Handout Given Routed to MNSPECT Phone:952-471-9051 Fax:952-471-9160 ❑ Lead Handout Given Zq (a 3 r-Aict Rxi - 1517E ADDRESS: PID: 1) Was the home constructed before 1978? (YES a, continue with line 2, NO a continue without completing EPA Section) 2) Wili the work disturb z6 .q fl of interior painted surfaces or z20 sq It of exterior painted surfaces? (YES)ih go to line 4, NO c line 3) 3) Are there any vAndows being replaced? (YES 114 go to line 4, NO ❑ continue without completing EPA Section) 4) Has this home too n Certified Lead Free? (YES ❑, you MUST Attach Certification Information, NO)dcomplete line 5) a) F A Contractor Certification Number. NAT - t07S 2 -3 (applies to contractor only) 13ROPERTY OWNER: f CARZZ `D 1ES-If Q Address- 462- UkK- ' r;i : Gf FZA u Af- Klrtate: Zip: 'SS3 i,4 Email: " Contact Name: GA4bC_ Phone: (,om CONTRACTOR.- M k-M 1-Addrew: S7 3 S Ali ` "O 0 L 55 34T- % -311 b Fm Contractor License No: aL 36G35q CONA Nome: -J VW : Emalt -JKcw M44Mc. 'M ARCHrMCT: Address: State: Zl : Phone: Fax: Ems: Contact Name Phone: TYPE OF WORK: a New Construction o Deck Pool ❑ Re-Reof o Commercial YResidential a Change of Use o Retaining Wati _ Porch _ He -Side ESeT..,VALUATION OF WORK ❑ Finish Basement 2 Demolition Pence 6y, 0 tt�t o Remodel o Fire Sprinkler o Shed _ Square feet: Addition o Fi►eAlarm ❑ Window/Door Replacement _- - -- dkGarage-Attached/Detach L Plumbing -provide otum or -dam : k being replaced -- Oetalled Description of Work: I ❑ Accessory Structure ❑ Mechanical-provde detarl un ?age, _ Misc Other Thee of this appNcaDon by tlr leper property owner or a Ncensed as the cornars represerMNw, Is requied and suftirtm the Zoning; Admhwty r or dw4m and the Buedbrp onkw r des tee to ender upon the property to perform needed Inspecttnus. ryrtry may P .*MoW prior noeee. I hereby adunwMdpe art 1 have road M apgeeeon and state that IN trrlormaft Is true and �orract to the best of my knWw1KVs. I further agree that al wort. p@r1wm e! %i ban, accordance wMh approved grr, especIft " r and condition ordinancesM and to ebids by ad ordinances of On wvc4ay s nd the taws of Un Stele of Mksreaota nsgardtrg sdlorr telern pururrd to uns pwM. I agree to pay sN plan era dewfees even If 1 choose not to proceed weh In waft Pwnft MO when rwrk s not carvnenced WNW 180 days from dds of pemui oa :14crk Is vepended. eberrdoned, or not Inapecled for t W days. Work beyond the scope of this pwnR, or work wBhad a pemN or hwper8m. • A be subW to a pensky- Noise Ordinents In EffecU,WONDAY - FNDAY Before 7 am. and after 10 p.m. WeekendeMoiidllys before 7 a-m. and after B p.m. SIGNATURE OF APPLICANT: I') DATE:n 7k -Z1 PRINTED NAME vL4r4 �'� JK+� , This Is the signature of: Owner or 70 Uwner's Repiesentative OCCUP. TYPE: CONST- TYPE: CODE: BLDG SPRINKLED Yes / No VALUATION: S 150,000.00 Permit Fee: S 1,627.00 WAC Charge: S Plan Review Fee: S 1,057.55 Sewer & Water Hook -Up. S State Surcharge: S 75-00 Sewer & Water Disconnect: $ Site Inspection Fee: S 50.00 Water Meter $ S.EC. Fee: S Muni SE/WA Fee: $ Investigation Fee / Other Fee: $ SAC Escrow- S2485 } Copy Charge ($.25 per 8.5 x11 page) $ Other. $ CLioome Chock ($6) / Load Chock %6) $ 1 nO TOTAL DUE: S W SU B-TOTAL $ 2, S 19 55 CamwdNl pain will be submitted to the AAat Council Ernlrorurnantal tAeca j Plumbing Fee (from Page 2) $ for eAC daprnrmtlon. Escrow payment wit be requr.d when permit Is Issued. If V Mechanical Fee from Pa 2 aw $ srbr YCoasef review no SAC Is determined, sedrow wr be refunded In fua. u. Special Conditions/Required Sethadcs: LL O Building Approval By DATE: g 14 _ Printed Building Approval Kevin Kamerud EX License Verification IX Lead Verification - Checked Bar It City Approval DATE: Paid: �f( Date: Receipt No. 7 B Thank you for your Payment! Transaction ID: 13707 Transaction Number: Transaction Type: Payment Recipient: Contractor Notes: Tonka Management Fees (6) SLIIY 01- so IN, Nf "a0I City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph: 952-442-7520 $2,819.55 Date: 9/15/2021 Method: Check: 7146 Address: 2463 BLACK LAKE ROAD, SP, MN 55384 Reference: Permit Number: SP-2021-00090 Type: BLDG - Addition (Residential) for TONKA MANAGEMENT 1 ST INC Res Site Inspection Paid 1.00 $50.00 License Lookup Paid 1.00 $5.00 --Permit Fee Paid 1.00 $1,627.00 State Surcharge Paid 1.00 $75.00 Lead Certification Paid 1.00 $5.00 Plan Review Fee Paid 1.00 $1,057.55 $50.00 $5.00 $1,627.00 $75.00 $5.00 $1, 057.55 Total Amount: $2,819.55 Page 1 of 1 Printed on: 9/15/2021 C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:14 PM -- Scale 1 : 48Read all attached materials.Everyone performing work towhich the code is applicable shallcomply with the code.Applicant is responsible to have property lines marked inred highlights clearly identified in the field, prior to thefooting inspection.TABLE R302.1(1)EXTERIOR WALL ELEMENTMINIMUM FIRE-RESISTANCE RATING BASED ONMINIMUM FIRE SEPARATION DISTANCEWallsFire-resistance-rated 1-hour and tested in accordancewith ASTM E 199 or UL 263 with exposure from bothsides if < 5 feet.Non fire-resistance-rated when ≥ 5 feet.ProjectionsFire-resistance-rated1-hour on the underside a if ≥ 2 feetto < 5 feet. Not allowed < 2 feetNot fire-resistance-rated when ≥ 5 feet.Openings in wallsNot allowed when < 3 feet.25% maximum of wall area rated 0-hours when ≥ 3 feet.Unlimited and rated 0-hours when <5 feet.PenetrationsAll to comply with Section R302.4 where < 5 feet.a.1-hour on the underside equates to one layer of 5/8-inchtype X gypsum sheathing. Openings are not allowed.All vehicle access doors must be rated towithstand 115 M.P.H wind loads. Approvedassemblies must be marked/labeled ascompliant with ANSI/DASMA108Automatic Garage Door Openers installedmust comply with the requirements ofMinnesota Statutes 325F.82 & 325F.83.Garage must meet the provisions of the MNEnergy Code when conditioned per 2015 MNRules 1322.0100 Subpart 4The field copy of these plans must be kepton-site and made available to inspector duringall inspections.To schedule inspections call(952) 442-7520Please have the permit number and streetaddress ready at the time of the call.ElectricalAll electrical must be approved by localElectrical Inspector.For electrical permit inquiries please contactthe City of Spring Park Electrical Inspector.Dave Hucky(952) 442-7520BEFORE YOU DIGContact Gopher State One Call to locate buried utilities.651-454-0002 or 800-252-1166http://www.gopherstateonecall.org/In accordance with Minnesota law, you must wait 48hours (excluding weekends and holidays) after you’vesubmitted your dig information to begin your diggingproject. Reviewed for Code ComplianceBy:Date:This review is limited to the submitted scope of work, is based upon the supposition that the planaccurately depicts the intended construction and end-use, that the necessary legal authority hasbeen obtained to construct the project and work is subject to code compliance and fieldinspection during construction.Permit #:Code Edition:Occupancy Classification:Type of Construction:kkamerud9/14/2021SP-2021-00090N/AIRC-12020 Mn Residential Code Separate PermitsRequired For:XXXXElectricalMechanicalPlumbingFireplaceDemolitionFire Suppression SystemSepticSee attached variance Letter C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:14 PM -- Scale 1 : 48TABLE R302.1(1)EXTERIOR WALLS  For SI: 1 foot = 304.8 mm.NA = Not Applicable. a. The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the eave overhang if fireblocking is provided from the wall top plateto the underside of the roof sheathing.b. The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the rake overhang where gable vent openings are not installed.c. One hour on the underside equates to one layer of 5/8-inch type X gypsum sheathing. Openings are not allowed.EXTERIOR WALL ELEMENTMINIMUMFIRE-RESISTANCE RATINGMINIMUM FIRESEPARATION DISTANCEWallsFire-resistance rated1 hour—tested in accordance with ASTM E119, UL 263, or Section 703.3 of the International Building Code with exposure from both sides 0 feetNot fire-resistance rated0 hours 5 feetProjectionsNot allowedNA< 2 feetFire-resistance rated1 hour on the underside, or heavy timber, or fire-retardant-treated wooda, b, c 2 feet to < 5 feetNot fire-resistance rated0 hours 5 feetOpenings in wallsNot allowedNA< 3 feet25% maximum of wall area0 hours3 feetUnlimited0 hours5 feetPenetrationsAllComply with Section R302.4< 3 feetNone required3 feetOverhang not allowed due to fire code Not enough distanceto the lot line- See table aboveAll vehicle access doors must be rated towithstand 115 M.P.H Ultimate wind loads. Approved assemblies must be marked/labeledas compliant with ANSI/DASMA108 C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:15 PM -- Scale 1 : 488″ MIN CMU STEM-WALL, SOLID-GROUTEDPER SECTION R404.1.4.13½″ MIN CONCRETE SLABPER SECTION R506.1SILL OR BOTTOM (SOLE) PLATEATTACHMENT PER SECTIONR403.1.6 W/ 3 3 WASHERSPER SECTION R602.11.1MIN CLEARANCEPER SECTIONSR404.1.6AND R317.112″ MIN DEPTHPER SECTION R403.1.4OR GREATER FORFROST PROTECTIONPER SECTIONR403.1.4.1#4 DOWEL @ 48″ ON-CENTER PER SECTIONR403.1.3.2, 14″ MIN INTOSTEM-WALL WITHSTANDARD HOOK PERSECTION R608.5.4.5(1) #4 HORIZ. IN TOP 12″PPWTSCALE: NOT TO SCALE8" Walls Per TableR404.1.1(1) C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:15 PM -- Scale 1 : 48General Braced Wall Requirements* A braced wall panel shall begin within 10feet from each end of a braced wall line.* The distance between adjacent edges ofbraced wall panels along a braced wallline shall be no greater than 20 feet.* Braced wall panels shall be full-heightsections of wall that shall have no verticalor horizontal offsets. Braced wall panelsshall be constructed and placed along abraced wall line in accordance withR602.10.2 and the bracing methodsspecified in Section R602.10.4.* Braced wall lines with a length of 16 feetor less shall have a minimum of twobraced wall panels of any length or onebraced wall panel equal to 48 inches ormore, as determined by tabular valuesand calculations. Braced wall lines greaterthan 16 feet shall have a minimum of twobraced wall panels with lengths equivalentto tabular values with requiredadjustments.The distance betweenadjacent edges of bracedwall panels shall be nogreater than 20-feet.1 hour—tested in accordance with ASTM E119, UL 263, or Section 703.3 of the International Building Code with exposure from both sides0 hoursRequires minimumbracing method CS-PFat front wallRequires minimumbracing methodCS-WSPOpenings around vents, pipes, ducts,cables and wires shall be protectedwith an approved material, meetingASTM E136 to resist the free passageof flame and products of combustion.R314.2.2 Alterations, repairs and additions. An individ-ual dwelling unit shall be equipped with smoke alarmslocated as required for new dwellings when:1. Alterations, repairs (including installation orreplacement of windows or doors), or additionsrequiring a building permit occur; or2. One or more sleeping rooms are added or created inexisting dwellings.Exceptions:Garage and it's attic is required to beseparated from the dwelling and its atticby not less than 1/2-inch gypsumfastened per Table R702.3.5If dwelling extends above garage, thengarage ceiling to be protected with notless than 5/8-inch Type X gypsumattached perpendicular to the framingusing minimum 1 7/8" 6d nails orequivalent screws 6" o.c. All structure that supports requiredseparation is to be protected with 1/2"Gypsum fastened per Table R702.3.5Existing Ceiling, Wall or Floor Cavitiesseparating conditioned fromnon-conditioned spaces exposed duringconstruction shall be filled with insulation.Basements built before June 1st 2009are exempt C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:16 PM -- Scale 1 : 48In dwelling units, where the lowest part of theopening of a new operable window is locatedmore than 72-inches above the finished gradeor surface below, the lowest part of thewindow opening shall be a minimum of24-inches above the finished floor of the roomin which the window is located.Operable sections of windows shall not permitopenings that allow passage of a 4-inchdiameter sphere where such openings arelocated within 24-inches of the finished floor.Window opening control devices shall complywith ASTM F 2090 and R312.2.2The window opening control device, afteroperation to release the control deviceallowing the window to fully open, shall notreduce the minimum net clear opening areaof the window unit to less than the arearequired for Emergency Escape and Rescueopenings when such openings are required. C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:16 PM -- Scale 1 : 48R-10 insulationshall extenddownward from thetop of the slab onthe inside or outsideof the foundationwall per tableR402.1.1Floor insulation shall be installed tomaintain permanent contact with theunderside of the sub-floor decking.Trusses shall be attached towall assembly with metalconnector capable of resistingminimum uplift force of 200# orthe values given in the trussdesign drawings.Trusses shall be attached towall assembly with metalconnector capable of resistingminimum uplift force of (tabularValue) or the values given inthe truss design drawings.Provide individual truss drawings at timeof framing inspection. C:\Users\harts\OneDrive\Cad 2021-One Drive\CAD 2021\Archived 2021\Steiger\Steiger 9-12-21 Adendum.gxd -- 09/14/2021 -- 04:17 PM -- Scale 1 : 4825.4 mm, 1 foot = 304.8 mm.FIGURE R602.10.6.2METHOD PFH—PORTAL FRAME WITH HOLD-DOWNSEXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)TENSION STRAP PERTABLE R602.10.6.4 (ONOPPOSITE SIDE OFSHEATHING)FASTEN KING STUDTO HEADER WITH 616D SINKERSFASTEN SHEATHING TO HEADER WITH 8DCOMMON OR GALVANIZED BOX NAILS IN 3″ GRIDPATTERN AS SHOWNHEADER TO JACK-STUD STRAP PER TABLER602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHINGMIN. DOUBLE 2x4 FRAMING COVERED WITH MIN.3/8″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, ANDSILLS) TYP.MIN. LENGTH OF PANEL PER TABLE R602.10.5MIN. (2) 3500 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED INTO CONCRETE AND NAILED INTOFRAMING)PONY WALLHEIGHTMIN. REINFORCING OF FOUNDATION, ONE #4 BARTOP AND BOTTOM OF FOOTING. LAP BARS 15″MIN.MIN. FOOTING SIZE UNDER OPENING IS 12″x12″. A TURNED-DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.12′ MAX. TOTAL WALL HEIGHT10′ MAX. HEIGHTMIN. (1) 5/8″ DIAMETER ANCHOR BOLT INSTALLED PERSECTION R403.1.6 - WITH 2″x 2″ x3/16″ PLATE WASHERFRONT ELEVATIONSECTIONIF NEEDED, PANELSPLICE EDGES SHALLOCCUR OVER AND BENAILED TO COMMONBLOCKING WITHIN THEMIDDLE 24″ OF THEPORTAL-LEG HEIGHT.ONE ROW OF 3″ O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.FASTEN TOPPLATE TOHEADER WITHTWO ROWS OF 16DSINKER NAILS AT3″ O.C. TYP.MIN. 3/8″ WOODSTRUCTURALPANEL SHEATHINGTYPICAL PORTALFRAME CONSTRUCTIONMIN. DOUBLE 2x4 POST(KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R602.7(1) &(2).MIN. 1000 LB. HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE AND NAILEDINTO FRAMING).EXTENT OF HEADER WITH SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)2′-18′ FINISHED WIDTH OF OPENINGFOR SINGLE OR DOUBLE PORTALMIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITEDIF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADERTrusses shall be attached towall assembly with metalconnector capable of resistingminimum uplift force of (tabularValue) or the values given inthe truss design drawings.Provide individual truss drawings at timeof framing inspection.Trusses shall be attached towall assembly with metalconnector capable of resistingminimum uplift force of 200# orthe values given in the trussdesign drawings.Floor insulation shall be installed tomaintain permanent contact with theunderside of the sub-floor decking.R-10 insulationshall extenddownward from thetop of the slab onthe inside or outsideof the foundationwall per tableR402.1.1A Water-Resistive barrier isrequired under siding. RESOLUTION NO.20-14 CITY OF SPRING PARK HENNEPIN COUNTY, MINNESOTA A RESOLUTION ADDRESSING VARIANCES FOR STREET SIDE SETBACK LOCATED AT 2463 BLACK LAKE ROAD WITHIN THE CITY OF SPRING PARK WHEREAS, Gregg and Carol Steiger have applied for street side setback variances for the expansion of their home and garage at their property located at 2463 Black Lake Road in the City of Spring Park; and WHEREAS, City Staff has reviewed submitted plans and prepared a planning report dated April 23, 2020 and a revised planning report dated June 5; 2020 and WHEREAS, the Planning Commission of the City of Spring Park held a public meeting on May 13, 2020 to consider the application materials, the planning report of April 23, 2020, and hear public testimony; and WHEREAS. With a staff recommendation to deny the requested street side variance per the plans dated March 14, 2020 based on the findings outlined in the April 23, 2020 planning report, the applicant requested that the public hearing be continued to June 10, 2020 to allow them to investigate alternative garage designs and a lesser setback variance request; and WHEREAS, the Applicant has submitted revised plans dated May 30, 2020 and staff planning report dated June 5, 2020 outlined concerns with the revised plans and again recommended denial of the request street Side variance as illustrated on the May 30,2020 plans; and WHEREAS, the June 5, 2020 planning report offer an alternative garage layout that would increase the street side setback significantly over existing conditions and staff recommended approval of the alternative garage layout variances to the street side setback; and WHEREAS, the Planning Commission continued the public hearing at their June 10, 2020 meeting and consider the June 5, planning report and City Engineers comments and testimony of the applicants. Upon closing the public hearing the Planning Commission made the following findings and recommendations for City Council consideration 1. The requested variances illustrated in the plans dated March 14 and May 30 2020, failed to meet Spring Park's criteria for variance approval as outlined in the April 23, 2020 planning report. These variances failed to receive a recommendation of approval. 2. The Planning Commission made a second motion to approve a street side setback of 7 feet between the northeast corner of the new garage to the east lot line and a street side setback of 9 feet between the southeast corner of the new garage and the east lot line subject to the conditions of the June 5, 2020 planning report and the City Engineer's recommendation to locate the water service shut off valve prior to the building permit. The findings in support of the Planning Commission recommendation #2 include: 1. The current garage needs to be replaced due to the structural issues. The single car option will allow for the replacement of the garage and second story living space. The design of the garage will offer more storage compared to the existing garage. 2. The expanded setback will aid in the City's future street and utility improvement project for Black Lake Road. 3. The expanded setback will provide addition area for snow storage and better protection for the new garage. 4. The southern orientation of the garage will eliminate the direct access and egress into the garage; improving traffic safety along this very narrow street. 5. The increased street side setback improves on an existing legal nonconforming condition that may be reestablished if the alternative variance in not considered. WHEREAS, the City Council of the City of Spring Park met on June 15, 2020 to consider the variance application; and WHEREAS, the City Council of the City of Spring Park agrees with the findings, recommendations and conditions of the Planning Commission. NOW, THEREFORE BE IF RESOLVED, that the City Council of Spring Park, Minnesota hereby denies the requested street side setback as illustrated in the site plans dated March 14 and May 30, 2020 based on the findings outlined in the April 23,2020 and June 5, 2020 planning reports. The City Council approves a variance for street side setback for a new garage and second story living area of 7 feet for the northeast corner of the new building addition and 9 feet for the southeast corner of the new building addition measured between the new building and the east lot line subject to the following conditions. 1. The applicant shall provide a survey or identify the property line monuments for the east lot line to verify the requested setback variances prior to issuance of building permits. E 2. The applicant shall submit a revised site and building plans that illustrates the single garage design and site layout with confirmed lot boundaries and illustrating the approved setback variances. Said plans shall be reviewed by City Staff for compliance with the conditions of the approved variance. 3. All new exterior finishes shall match in color and material type to the existing home. 4. The applicant shall replace the hard cover between the garage and street with landscaping or a pervious surface to reduce the percentage of hard cover on the lot. 5. Direct access onto Black Lake Road is prohibited; the garage must be accessed from the south side of the garage with all access and egress movements occurring on private property. 6. Applicant shall identify the location of the water service shut off valve on the site prior to building permit. The water service shut off valve shall maintain a minimum of 2 foot setback from the new building addition to insure access and operation of the valve by the city. ADOPTED by the City Council of the City of Spring Park this 15th day of June 2020. ATTEST: By: heresa Schyma, Cify Clerk CITY OF SPRING PARK Jerooe P. Rockvam, Mayor 3 City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mn.us September 14, 2021 Permit Number: 2021-00090 Project Name: Tonka Management 1st Inc 4573 Saddlewood Dr Minnetonka, MN 55345 Scope: Residential Code Review of an attached garage with bonus space above at a single-family home located at 2463 Black Lake Rd Spring Park, MN 55384. 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) b. Mechanical (if applicable) c. Plumbing (if applicable) 3. The field inspector may identify additional code compliance requirements. Any additional identified code compliance requirements shall be completed. Specific Code Items to Be Addressed During Construction: 1. Enter specific plan content The below items are commonly missed items that require correction following inspections. These are provided for your benefit and may or may not apply specifically to your project. Any added or renumbered sections or code language new to the 2020 Codes will be italicized. MN Residential Code: 1. Overhead garage doors shall meet the wind loading requirements as determined by the code. (R301.2.1) 2. The under-floor grade shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All construction materials shall be removed before a building is occupied or used for any purpose. (MRC R408.5) 3. Detached accessory structures are NO LONGER exempt from the water resistive barrier requirements of R703.2 and shall have a minimum one (1) layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water-resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally with the upper layer lapped over the lower layer not less than 2”. Where joints occur, felt shall be lapped not less than 6”. Other approved materials (i.e house wrap) shall be installed in accordance with manufacturer’s instructions. All water-resistive barriers shall overlap the required flashings not less than 2”. All water-resistive barriers shall be continuous up to the underside of the rafter or truss top chord and shall be terminated at all penetrations and appendages in a manner to meet the requirements of R703.1. (MRC R703.2) 4. 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 and fluid applied flashings shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion-resistant flashing shall be installed at all of the following locations: (MRC R703.4) a. Exterior window and door openings. Flashing shall be installed at the head and sides of exterior window and door openings and shall extend to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with at least one of the following: i. the fenestration manufacturer’s installation and flashing instructions. When flashing is not addressed in the fenestration manufacturer’s instructions, it shall be installed in accordance with the flashing manufacturer’s instructions; ii. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. b. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. c. Under and at the ends of masonry, wood, or metal copings and sills. d. Continuously above all projecting wood trim. e. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood-frame construction. f. At wall and roof intersections. g. At built-in gutters. h. Where exterior material meets in other than a vertical line. i. Where the lower portion of a sloped roof stops within the plane of an intersecting wall cladding in such a manner as to divert water away from the assembly in compliance with Section R903.2.1. j. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 5. A kick-out flashing shall be installed where the lower portion of a sloped roof steps within the plane of an intersecting wall cladding, in such a manner as to divert or kick out water away from the assembly. The kickout flashing shall be a minimum of 2 ½” long. (MRC R903.2.1) 6. 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. (MRC R319.1) MN Special Provisions: 1. All automatic garage door opening systems that are installed, serviced, or repaired for garages serving residential buildings, must comply with the provisions of Minnesota Statutes, sections 325F.82 and 325F.83. (1303.1400 & MRC R309.4) 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 Code Official MN CLBO#: 783561 MNSPECT, LLC Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 O: 952-442-7520 F: 952-442-7521 www.mnspect.com . CC: City Property File