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Permits - Permit# SP-2021-00030 - 4421 Lafayette Lane - 4/12/2021City of Spring Park Permit -� CITY OF P zRt1K To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00030 Issue Date: 4/12/2021 Zoning Type: RESIDENTIAL Use Type: IRC-1 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS • MON-FRI: 8AM-4:30PM ♦ NO HOLIDAYS Site Address: 4421 LAFAYETTE LANE, SP, MN 55384 Description: The garage roof overhang needs new footings and framing to support the overhang Permit Granted To: Construction2Style Permit Type: BLDG - Footings/Foundations Residential Homeowner's Name: JESSE BERGLAND Permit Exp: 10/3/2021 Phone Number: Valuation: $1,000.00 Parcel #: 1911723210040 Fees (4) Receipt A Product Sale Nate Iuantity fate P'aid Status rmt into Avrnount-� 0 License Lookup 4/6/2021 1.00 Due $5.00 0 State Surcharge 4/6/2021 1.00 Due $0.50 0 -Permit Fee 4/6/2021 1.00 Due $75.00 0 Plan Review Fee 4/6/2021 1.00 Due $48.75 Total: $129.25 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! ME / Scott Qualle, Building Official City of Spring Park +4349 Warren Avenue ♦ 55384 Copyright ©2021 CITY OF SPRING PARK 4349 Warren Avenue Spring Park, MN 55384 Phone: 952-471-9051 Fax: 952-471-9160 PAGE 1 ❑ Handout Given ❑ Lead Handout Given BUILDING PERMIT Routed to MNSPECT SITE ADDRESS: 'i y �i L( C r f } }f L12 _ PID• 1) Was the home constructed before 1978? (YES o, continue with line 2, NO ❑ continue without completing EPA Section) 2) Will the work disturb 26 sq ft of interior painted surfaces or 2t2o sq ft of exterior painted surfaces? (YES o go to line 4, NO o line 3) 3) Are there any windows being replaced? (YES ❑ go to line 4, NO ❑ continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES o, you MUST Attach Certification Information, NO o complete line 5) 5) EPA Contractor Certification Number. NAT - (applies to contractor only) PROPERTY OWNER: } tSSt V r Ntt.. 13 e, ,- l , A Address. Lt" FOR:_}(fir•-. � t License No: TYPE OF WORK: EST. VALUATION OF WORK 5 1,0t)C) Square feet: Detailed Description of Work: i1j `s; LlE (­(4 P o,�Sfr�• e. Ali IA N Zi: S33o F 55y C -'75d- UFO' ❑ New Construction o Deck o Change of Use o Pool = n Finish Basement �j Retaining Wall a Remodel Porch ❑ Addition n Demolition -' o Garage-AttarhedlDetach o Plumbing-ptwide detail on Page 2 nAccessoryQtructure I.. ❑ Mechanical -provide detail on Page 2 -�F1)D ?G 3-.2d31 ❑ Re -Roof ❑ Re -Side o Fence n Shed ❑ Window/Door Replacement # being replaced a tlesignee to enter upon they u 4uvw Propenyowner or s peensed eanaector, as the a-, 9 representative, is requied and adhonze, the Z�rwn rpmlct to the test d k l +tY � needed fidry may be *w4K ut prlor notice. I hereby acknowledge that 1 nave read this a Administrator or designee and the ion is r e and my knowledge, I further agree that Of work Pwformed wa br vt auordance with and state that ee true and approved r, and the laws dthe State of Minnesota regwd% acltons taken Irtgarant to;ha b not commenced wtthln 180 days tram dett: qr pema• or y,,,rrk a suspended, abandoned. a and to abide Ordinances of thetion i peens, feesiO en If end ose not t and m abide by h orkF'of the %W When not pay proceed etch the work. Pennri expttes whey work yeypt t yape1lctpe�e w Mil be Subject to a penalty. ror 1 BO�ay� otp scope parmlt, or work without a permit or btspecitm, Noise Ordinance, ki E MONDAY - FRIDAY Before 7 am. and after 10 p.m. Weekends/Holidays before 7 a.m. and after a SIGNATURE OF APPLICAN p.m. PRtNTEONAME; 1• ll, r DATE:�`3ra-a This is the signature of: Q Owner or ❑ Owner's OCct1P. 7YFE: INC-1 CONST. TYPE: CODE: Re presentative 2020 MRC BLDG SPRINKLED Yes / No VALUATION_ $ 1,000 Permit Fee: $ 75.00 Plan Review Fee: $ WAC Char �.- $ --��-- State Surcharge: $ Sewer &Water Hook -Up.- $ .50 Site Inspection Fee: $ Sewer & Water Disconnect $ S.E.C. Fee: $ Water Meter. $ Investigation Fee / Other Fee: $ Muni SE/WA Fee: $ Copy Charge ($25 per8.5 xl l page)$) SAC Escrow S2 4S5 ZO License Check ($5) / Lead Chec$ 5.00 der $ � SUB -TOTAL $ 129.25 TOTAL DUE; $ :3 Plumbing Fee (from Page 2) $ -: Cornrnercfal plan, will be submitted to the Met Council Environmental Svcs W aU Mechanical Fee (from P e 2) $ Special Conditions/Required Setbacks: for SAC determination. Escrow payment will be required what permft is issued. If after Met Council review no SAC is determined, escrow will be refunded in fuq. O Building Approval By Printed Building Approval Nicole' Kastern DATE: 04/06/2021 City Approval By: ❑ License Verification Li Lead Verification - Checked By: Paid: /,Z9 .2S Date: -44 /,..21 Receipt No. DATE: ?p/(. By: _ _ __ � /iJf'f'I ..y M / Thank you for your Payment! Transaction 1D: 12013 Transaction Number. Transaction Type: Payment Recipient: Homeowner Notes: Fees (4) 1Ctrror S pt Z _I �I Cj I _r I City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph: 952-442-7520 $129.25 Date: 4/12/2021 Method: Check: 2016 Address: 4421 LAFAYETTE LANE, SP, MN 55384 Reference: Permit Number: SP-2021-00030 Type: BLDG - Footings/Foundations Residential for Construction2Style State Surcharge Paid 1.00 $0.50 Plan Review Fee Paid 1.00 $48.75 --Permit Fee Paid 1.00 $75.00 License Lookup Paid 1.00 $5.00 $0.50 $48.75 $75.00 $5.00 Total Amount: $129.25 Page 1 of 1 Printed on: 4/12/2021 INSPECTION RECORD 2020 MN State Building Code City of Spring Park Permit Number: SP-2021-00030 Issue Date: 4/12/2021 SITE ADDRESS: 4421 LAFAYETTE LANE, SP, MN 55384 Description: PERMIT TYPE: BLDG - Footings/Foundations Residential The garage roof overhang needs new footinEs and framing to support the ZONE/USE TYPE: RESIDENTIAL IRC-1 overhane APPLICANT: Construction2Style OWNER: JESSE BERGLAND 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. 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. SPRING PARK On Lake Winnetonka April 6, 2021 Permit Number: SP-2021-00030 Project Name: Construction 2 Style 657 Main St NW Ste 90 Elk River, MN 55330 Scope: Residential Code Review of garage overhang repair at a single-family home located at 4421 Lafayette Ln. 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. n/a 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. See approved plans and items below. 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 The below items are commonly missed items that require correction following inspections. MN Residential Code: 1. 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) 2. 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. (MRC R703.4) 3. 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. (MRC R319.1) 4. 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. 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. Regards, Nicole %�asfern, R.A., NCARB Plan Reviewer MNSPECT, LLC Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 O: 952-442-7520 F: 952-442-7521 www.mnsoect.com SCOPE OF WORK: Structural engineering design and detailing for a beam and footings to replace an existing heaved footing area at a garage overhang walkway at an existing residence. Design is in accordance with the 2020 Minnesota State Building Code and the amended 2018 International Residential Code. The scope is limited to the specific new structural items noted. Means and methods of construction, including shoring and all other non-structural items, are to be by others as required per the Code and standard industry practice. MATERIALS: Wood: SPF #2 or better PSL Beam: E = 2000 ksi and Fb = 2900 psi minimum Soil: Assumed clay with 1500 psf allowable bearing capacity Concrete: 28 day compressive strength of 5000 psi for footings LOADING: Roof Loading: 35 psf snow (roof) and 15 psf dead O F- N W N 0 X to W W i1 FF_ <1 O Footings require inspection after excavation of footings, but prior to placing concrete. �1 I I ­2'-0"= CANT U) Q 0O (n Z :) R W W J Li. M Q Owl Q F_ W O NOTES: 1. The layout contained in these drawings is illustrative only and all dimensions are approximate based on existing drawings provided by the contractor. The contractor is to verify all conditions and dimensions noted and is to contact the engineer prior to performing the affected work should any significant discrepancies be found. 2. Block all beam ends and along their lengths as required to prevent lateral movement or rotation. 3. Follow all manufacturer recommendations for hardware and materials. 4. All wood in contact with masonry or concrete, as well as in exterior conditions, is to be treated or otherwise separated. 5. Use post caps ar,d bases capable of supporting at least 3000 lb down and 600 lb uplift. 6. Connect each existing truss to the new beam with a Simpson or equal H3 clip. 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. NEW 3.5" WIDE x 11.25" HIGH TREATED PSL BEAM 20'-0'! PARTIAL PLAN 1 NOT TO SCALE BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002 or 800-252-1166 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. Plan Revisions All construction shall comply with the approved plans. Plan revisions will not be reviewed in the field without prior approval from the Building Official. Submit all plan revisions to the Department of Building Safety for review, prior to their construction. 6x6 TREATED TIMBER COLUMN EACH END OF BEAM ON 12" MIN DIAMETER CONCRETE PIERS BEVELED TO 24" DIAMETER FOR / BOTTOM 8" (EXTEND PIERS 6" ABOVE GRADE & PLACE BOTTOM 60" BELOW GRADE) Reviewed for Code Compliance t11 _2_0. —' 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. CANT By: nkastern Type of Construction: V-B Date: 4/6/2021 Occupancy Classification: IRC-1 IPermit #: SP-2021-00030 Code Edition: 2020 MRC E Osweli Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax:612-886-2966 www.oswellec.com SCOPE, NOTES, & PARTIAL PLAN (NOT TO SCALE) ISSUED FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. 253 'raig Oswell, PE (MN #42341) 3/29/2021 eject Name: Roof Overhang Beam Project #: 21-035 bient tia-me: Construction2Style Address: 4421 Layafette Lane Spring Park, MN Page S1 of S1 SCOPE OF WORK: Structural engineering design and detailing for a beam and footings to replace an existing heaved footing area at a garage overhang walkway at an existing residence. Design is in accordance with the 2020 Minnesota State Building Code and the amended 2018 International Residential Code. The scope is limited to the specific new structural items noted. Means and methods of construction, including shoring and all other non-structural items, are to be by others as required per the Code and standard industry practice. MATERIALS: Wood: SPF #2 or better PSL Beam: E = 2000 ksi and Fb = 2900 psi minimum Soil: Assumed clay with 1500 psf allowable bearing capacity Concrete: 28 day compressive strength of 5000 psi for footings LOADING: Roof Loading: 35 psf snow (roof) and 15 psf dead NOTES: 1. The layout contained in these drawings is illustrative only and all dimensions are approximate based on existing drawings provided by the contractor. The contractor is to verify all conditions and dimensions noted and is to contact the engineer prior to performing the affected work should any significant discrepancies be found. 2. Block all beam ends and along their lengths as required to prevent lateral movement or rotation. 3. Follow all manufacturer recommendations for hardware and materials. 4. All wood in contact with masonry or concrete, as well as in exterior conditions, is to be treated or otherwise separated. 5. Use post caps and bases capable of supporting at least 3000 lb down and 600 lb uplift. 6. Connect each existing truss to the new beam with a Simpson or equal H3 clip. 6x6 TREATED TIMBER COLUMN EACH END OF BEAM ON 12" MIN DIAMETER CONCRETE PIERS BEVELED TO 24" DIAMETER FOR BOTTOM 8" (EXTEND PIERS 6" ABOVE GRADE & PLACE BOTTOM 60" BELOW GRADE) CANT CANT "a"_'4._PARTIAL PLAN 1 > NOT TO SCALE E Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 Minneapolis, MN 55413 Phone: 612-720-4639 Fax: 612-886-2966 www.oswellec.com SCOPE, NOTES, & PARTIAL PLAN (NOT TO SCALE) ISSUED FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. ;raig Oswell, PE (MN #42341) 3/29/2021 Project Name: Roof Overhang Beam Project #: 21-035 lient Name: Construction2Style Site Address: 4421 Layafette Lane Spring Park, MN Page S1 of S1