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Permits - Permit# SP-2021-00103 - 4000 Shoreline Drive - 10/19/2021INSPECTION RECORD 2020 MN State Building Code City of Spring Park Permit Number: SP-2021-00103 Issue Date: 10/19/2021 SITE ADDRESS: 4000 SHORELINE DR, SP, MN 55384 Description: PERMIT TYPE: BLDG - Roofing Replacement ROOF STORM DAMAGE REPAIR ZONE/USE TYPE: COMMERCIAL APPLICANT: EXCEL RENOVATION LLC OWNER: SHORELINE PLACE OWNERS ASSOC 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 Roofing: Roofing: Underlayment Final Required 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. 1pr� SPRING PARK On Lake Minnetonka October 18, 2021 File Number: SP-2021-00103 Project Location: 4000 Shoreline Dr Contractor: Excel Renovation LLC 7550 Mark St. Loretto, MN 55357 Scope: Asphalt Shingles REROOF The project is approved to commence work, with the condition that project adheres to the building code information below. All project revisions which change and/or modify the approved documents shall be submitted to the Building Department for review and approval prior to work. No work shall be performed without the approval of this Department of Building Safety. Minnesota Building Code Items: a. Roof Coverings shall be installed in accordance with the MN building code and the approved manufacturer's instructions such that the roof coverings shall serve to protect the building. (MBC 1503.1). All roof coverings and roof assemblies must comply with performance requirements (MBC 1504) and fire classification (MBC 1505) b. Flashing: Flashing shall be installed in such a manner so as to prevent moisture entering the wall and roof. Flashing shall be installed at wall and roof intersections, at gutters, wherever there is a change in roof slope or direction, and around roof openings. Metal flashing shall be corrosion resistant with a thickness of not less than 0.019-inch galvanized steel (MBC 1503.2) c. Coping: Parapet walls shall be properly coped with noncombustible, weatherproof materials of a width no less than the thickness of the parapet wall. (MBC 1503.3) d. Roof ventilation: Intake and exhaust vents shall be provided in accordance with Section 1203.2 (MBC 1503.3) e. Crickets and saddles: A cricket or saddles shall be installed on the ridge side of any chimney or penetration greater than 30" (MBC 1503.5) f. Roof replacement shall include the removal of all existing layers of roof coverings down to the roof deck. (MBC 1511.3) i. Exception: Where existing roof assembly includes an ice barrier membrane that is adhered to the roof deck, the existing ice barrier membrane shall be permitted to remain in place and covered with an additional layer of ice barrier membrane g. Roof recover: (MBC 1511.3.1) The installation of a new roof covering over an existing roof covering shall be permitted where any of the following occur: 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 k. m i. The new roof covering is installed in accordance with the manufacturer's instructions. ii. Complete and separate roofing systems, such as standing -seam metal panel systems that are designed to transmit the roof loads directly to the buildings structural system and do not rely on the existing roof covering for support shall not require the removal of existing coverings. iii. Metal panel, metal shingle, and concrete and clay tile roof coverings shall be permitted to be installed over existing wood shake roofs. iv. The application of a new protective roof coating over and existing protective roof coating, metal roof panel, spray poly foam roof, built-up roof, modified roofing, thermoset and thermoplastic single -ply roofing shall be permitted without tear off of existing coverings. A roof recover shall not be permitted where any of the following conditions occur: i. The existing roof or roof covering is water soaked or has deteriorated to the point where the existing roof or roof covering is not adequate as a base for additional roofing. ii. Where the existing roof covering is wood shake, slate, clay, cement, or asbestos - cement tile. iii. Where the existing roof has two or more applications of any type of roof covering. Reinstallation of materials. Existing vent flashing, metal edging, drain outlets, collars, and metal counterflashing shall not be reinstalled where rusted, damaged, or deteriorated. Flashings shall be reconstructed in accordance with the manufacturer's instructions (MBC 1511.5) Minimum Slope: (MBC 1511) Reroofing shall not be required to meet the minimum design slope requirement of one -quarter unit vertical in 12 units horizontal (2-percent slope) in Section 1507 for roofs that provide positive roof drainage if all of the following conditions are met: i. The minimum required roof slope is infeasible due to existing parapet heights, existing unalterable flashing that requires positive drainage, or other obstacle. ii. Existing structure is demonstrated through structural analysis to be capable of supporting ponding to the level of the secondary emergency drainage system or point of overflow. iii. A secondary (emergency) drainage system is installed Where the application of a new roof covering over wood shingle or shake roofs creates a combustible space, the entire existing surface shall be covered with gypsum board, or mineral fiber fastened in place. (MBC 1511.4) Roof Ventilation: Intake and exhaust vents shall be provided in accordance with Section 1202.2 and the manufacturer's installation instructions. (MBC 1503.4) i. The net free ventilating area shall not be less than 1/150 of the area of the space ventilated. Exception: The net free cross -ventilation area shall be permitted to be reduced to 1/300 provided a Class I or II vapor retarder is installed on the warm - in -winter side of the ceiling. At least 40%, but no more than 50% of the required venting area is provide by ventilators located in the upper portion of the attic or rafter space, not more than 3 feet below the ridge, with the balance of ventilation provided by eave or cornice vents. (MBC 1202.2.2) ii. Openings for ventilation over 1/4 inch shall be provided with corrosion -resistant wire screening or similar material with openings between 1 /16 — % inch. Underlayment: Table 1507.1.1(2) i. Shall be installed per Table 1507.1.1(1) & 1507.1.1(2) ii. Asphalt Shingles: For roof slopes from two units vertical in 12 units horizontal (2:12), up to four units vertical in 12 units horizontal (4:12), underlayment shall be two layers applied as follows: Apply a 19-inch strip of underlayment felt parallel to and starting at the eaves. Starting at the eave, apply 36-inch-wide sheets of underlayment, overlapping successive sheets 19 inches. End laps shall be 4 inches and shall be offset by 6 feet. Distortions in the underlayment shall not interfere with the ability of the shingles to seal. For roof slopes of four units vertical in 12 units horizontal (4:12) or greater, underlayment shall be one layer applied as follows: Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches, Distortions in the underlayment shall not interfere with the ability of the shingles to seal. End laps shall be 4 inches and shall be offset by 6 feet. 2. Roof Type: a. (MBC 1507.2) Asphalt Shingles: i. Asphalt shingles shall be fastened to solidly sheathed decks ii. Asphalt shingles shall only be used on roof slopes of two units vertical and twelve units horizontal (17%) or greater. Roof slopes 17% - 33 % double underlayment is required. iii. Required underlayment shall conform to ASTM D226 Type I or II, ASTM D 4869 Type I -IV, or ASTM D6757. iv. Asphalt shingles shall comply with ASTM D225 or ASTM D1970. (MBC 1507.2.5) v. Fasteners shall be galvanized, stainless steel, aluminum, or copper roofing nails, minimum 12 gage shank with a minimum 3/8" diameter head, and a minimum length of/4" into the roof sheathing. vi. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer, but not less than four fasteners per strip shingle or two fasteners per individual shingle. vii. Asphalt shingles shall have a minimum wind resistance complying with Table 1507.2.7 viii. Underlayment shall comply with MBC 1507.1.1 ix. Ice barrier: In areas where there has been a history of ice forming along the eaves causing a backup of water, an ice barrier shall be installed for asphalt shingles, metal roof shingles, mineral -surfaced roll roofing, slate and slate -type shingles, wood shingles, and wood shakes. The ice barrier shall consist of not less than two layers of underlayment cemented together, or a self -adhering polymer modified bitumen sheet shall be used in place of normal underlayment and extend from the lowest edges of all roof surfaces to a point not less than 24 inches inside the exterior wall line of the building. x. Valley linings shall be installed in accordance with manufacture's instructions before applying shingles. xi. Drip edge shall be provided at eave and rake edges or shingle roofs. Adjacent segments of the drip edge shall be lapped no less than 2-inches. The vertical leg of drip edges shall be no less than 1-1/2" in width and shall extend no less than 1/4"-inch below sheathing. The drip edge shall extend back on the roof no less than 2-inches. Underlayment shall be installed over drip edges along rake edges. Drip edges shall be mechanically fastened at intervals not greater than 12- inches. 3. Inspections: a. Construction or work shall be inspected in accordance with the requirements of MN Rule 1300.0210. b. It is the responsibility of the contractor/installer to contact the Department of Building Safety to schedule all required inspections. To schedule an inspection call (952) 442- 7520 between the hours of 8:00 a.m. and 4:30 p.m., Monday - Friday. Please have permit number available at the time of call. c. The approved permit and all related plans and documentation shall be on site and available to the inspector at the time of inspection. Failure to provide the required documentation to the inspector at the time of inspection may result in a cancelation of the inspection and additional inspections fees for the additional inspection(s). d. The field inspector may identify additional code compliance requirements. Any additional identified code compliance requirements shall be completed. 4. Applicable Codes: a. 2020 MN Building Code, (2018 IBC as amended) b. 2020 MN State Fire Code, (2018 IFC as amended) c. 2020 MN Energy Code (2018 as amended) d. 2020 MN Mechanical & Fuel Gas Code (MMC) (2018 IMC & 2018 IFGC, ASHRAE 2016) e. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) 5. General: a. All construction shall comply with the approved plans. Plan revisions shall not be reviewed in the field. Submit all plan revisions to the Building Department for review and approval prior to construction. b. Everyone performing work to which the code is applicable, shall comply with the code. c. The permit applicant is responsible for code compliance of work being. d. The site address shall be posted so the address is visible and readable from the fronting street. The plans, specifications, and/or documentation for the project named above, have been reviewed for substantial compliance for the scope listed above, and appear to be in accordance with the current Minnesota State Building Code. This review is limited to the submitted scope of work and is based upon the supposition that the submitted data is thorough and accurate, and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code compliance, the project designer(s), building contractor(s) and the property owner(s) are ultimately responsible for providing a safe and compliant building. The issuance of this permit shall not be construed to be a permit for any violation of the code. If you have any questions or concerns regarding this code review, please contact me at 952-442-7520 or codereview(@mnspect.com Regards, NicoleXas'fern, R.A. NCARB Plan Reviewer MNSPECT, LLC Helping You Comply with the Code 235 First St. W. Waconia, MN 55367 O: 952-442-7520 www.mnspect.com CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2021-00103 Spring Park, MN 55384 ❑ Handout Given Phone: 952-471-9051 Fax: 952.471-9160 ❑ Lead Handout Given Routed to MfJSPECT, i ,rr, jl' cL l ft r )v >n..It t SITE ADDRESS: �� tee .- � 1 [ / � I cL✓1— l`o f-, PID: 1) Was the home constructed before 1978? (YES fit; continue with ne 2. NO ❑ continue without Completing EPA Section) 2) W ili the work d,'stufb z6 sq ft of intericr painted surfaces or 220 sq ft of exterior painted surfaces? (YES i go to line 4 NO XIine 3) _ 3) Are there any wirdows being replaced? (YES -, go to line 4, NOVcontinue without Completing EPA Section) 4) Has Imis nome been Certified Lead Free? (YES =, you MUST Attach Certification Information. NO, complete line 5) 6) EPA Contractor Certification Number MAT - (applies to contractor onty) • PROPERTY OWNER: ITA h v )10Q O ` t-lv lSyu Address: 5 3 w LA,vu 00__ _ C elf.,4L State. i-' Zip: L -� Email. "'X 4 iv { a A X1 F' (A 0 • �•�._� e Contact Name: ".` e �) f tfk I'%, if O k pea Phone: 5 )LL% • CONTRACTOR: - A c, Q. 41 r^ Ll.-C. Address 5S0 MCtrk�Stj City: L-Ci, c} State: SS Phone: I2_-2-43'1.3 Fax: Contractor License No: I. tt V A 21 contact Nam. S)'A#v Lo Phone: V 17, _v" 5`f 3 -i Email: (A_v„ > a �c Ct.t -fLtin WN 5 610. ill xGi 1- M E_ ARCHITECT: Address: city: State: zip., Phore: Fax: • Email_ Contact Name: Phone: TYPE OF WORK: -New Construction - neck CiPod �e-Roof o Commercial Y3esiclential Change of Use Reta WgROb Porch n Re -Side EST. VALUATION OF WORK Finisn Basement -1 Demolition d ❑ Fence $ f ✓�, Remodel -Fire Sprinkler in Shed Square feet: =Addition FireAlann = Window/Door Replacement u Garage-Atta Detach n Plumbing-prorioe detall an Page 2 # being replaced De fled Description of Work: lu Acces re _j Mechanical-prarroe deuR on Page 2 _ Misr- Other �7 /tr1'Z�Q.er 14t_ :� vS ♦ r .... <• . S J ci1. Aji t t tl G ct V'- LA At,i .t y d F-7A "'t Signature of the appeceaorn by Vie refH pfoperty vrrnar Q 0 ken340 ceMicDOrai t ataraefl rapreasnlaove is requee an o aAhorin the 21brI Aamlrabatbr or de s'gt ar11 7ae or deegnee to ants upon vie propM.y to periorm needed InapecUons Entry may be mahout ariur mike- I l oraoy acwicwted that I hove reed tnis si ge epplkC�n and state leant all nlamuttn as ma aria on istr a and eolrect to the beat of my Wcw%dge I MRher agree that al wok0ortmtes will be Ir atcefdsnte With apprc»vd plans. specrilcamrs and tcn*vms ono to wioe by N orohences or vie Municpaiky and the tows of Ine S' We of Vo"m Mo regeadrlg ms" tam lamwnt to mra pone I agree to pay ant plan rwiew ran even If I choose not to proceed with he work. Permit waken when win rr Is not commenced wtmh 180 days f uoa of p000k WNW" is law"dod abeneo RO v not tr4pocted tin 180 data Work beyond the $cope of tnis varmd or wont wthoua a owns or mow-jan • Coal be subject to a penalty. Noise Ordinance In Effect: MONDIAY - FRIDAY Before 7 am. and after 10 p.m_ WeekendslHolidays before 7 a.m. and after 8 p.m. SIGNATURE OF APPLICANT: VKP4r.->? (L L.0 (�_ DATE: PRINTED NAME: -` 1lal 1,6 • KT[r This is the signature of: ❑ Owner or Xbwnees Representative OCCUf . TYPE: CONST. TYPE: CODE: 2020 MBC BLDG SPRINKLED Yes / No VALUATION- $ 43,000.00 Permit Fee: s 740.25 WAC Charge: $ Plan Review Fee: $ 481.16 Sewer & Water Hook -Up: $ State Surcharge: $ 21.50 Sewer & Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S E.0 Fee: $ Muni SE/WA Fee: $ _ Investigation Fee / Other Fee: $ *2016 SAC Escrow: Copy Charge ($.25 per x11 page) $ Other. $ C Licemc Chock ($5) 1 Load Chook ($5) $ TOTAL DUE' S to SUB -TOTAL $ 1,242.91 ry M Plumbing Fee (from Page 2) $ 'NITF Commercial plans will be cubrrutted to the Met Coune+l E� eves W v Mechanical Fee from Page 2 $ fin SAC determination- Estrow payment will be required when permit is issued. N after Met Council review no SAC is detemik", swow, wig be refunded in W. LL tL Special Conditions/Required Setbacks. O Building Approval By: DATE: 10/18/2021 Printed Building Approval By: Nicole KaStern O License Verification 0 Lead VsAligtlon -Chocked By. City Approval By. DATE: C) p? 14, Paid �l % L =''9,.- Date: rQ a Receipt No. 7 ft � �� U / City of Spring Park Permit 1 C1rY OF `S P R 1 i\1 C �rA�� #AiNIK1 t1,1A To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00103 Issue Date: 10/19/2021 Zoning Type: COMMERCIAL Use Type: 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ♦ MON-FRI: 8AM-4:30PM • NO HOLIDAYS Site Address: 4000 SHORELINE DR, SP, MN 55384 Description: ROOF STORM DAMAGE REPAIR Permit Granted To: EXCEL RENOVATION LLC Permit Type: BLDG - Roofing Replacement Homeowner's Name: SHORELINE PLACE OWNERS ASSOC Permit Exp: 4/16/2022 Phone Number: 952-201-0212 Valuation: $43,000.00 Parcel #: 4000 Fees Receipt # ProductDate Quantity Date Paid Status Pmt Info Amount 14086 —Permit Fee 10/18/2021 1.00 10/19/2021 Paid Visa: ****-****-****5203 $740.25 14086 State Surcharge 10/18/2021 1.00 10/19/2021 Paid Visa: ****-****-****5203 $21.50 14086 Plan Review Fee 10/18/2021 1.00 10/19/2021 Paid Visa: **** ****-****5203 $481.16 Total: $1,242.91 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 Payment Confirmation Payer Information: Payment Made By: Payment Made For: Email: Address: Payment Description: Payment Date: Bruce Stageberg Excel Renovation Bruce Stageberg anissa@excel-reno.com 7550 Mark Street Loretto, MN 793 Licenses 10/19/2021 10:45:59 AM Business Name Payment Payment Confirmation Amount Convenience Total Method Account Number Fee City of Spring Park VISA ****5203 31763777 $1,242.91 $36.67 $1,279.58 (Licenses) This notice confirms that the above payment was successfully submitted to our payment processor, PSN, and is currently being processed. Thank you for using PSN. NOTE: While credit and debit cards generally are immediately approved, the transaction is not considered "paid" until the credit or debit card company has "settled" the payment which occurs most often within 24 hours. 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IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY A REPLY E-MAIL ADDRESSED TO THE SENDER AND PERMANENTLY DELETE THE ORIGINAL E-MAIL COMMUNICATION AND ANY ATTACHMENTS FROM ALL STORAGE DEVICES WITHOUT MAKING OR OTHERWISE RETAINING A COPY. Thank you for your Payment! CITY OW S _�I Cyr PRI R'K Y1�►ihtEaOTA City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph:952-442-7520 Transaction ID: 14086 $1,242.91 Transaction Number: 3 1763 777 Transaction Type: Payment Recipient: Contractor Date: 10/19/2021 Notes: Method: Visa: ****-****-****5203 Address: 4000 SHORELINE DR, SP, MN 55384 Reference: Permit Number: SP-2021-00103 Type: BLDG Replacement for EXCEL RENOVATION LLC Fees Product: —Permit Fee Paid 1.00 $740.25 $740.25 State Surcharge Paid 1.00 $21.50 $21.50 Plan Review Fee Paid 1.00 $481.16 $481.16 Total Amount: $1,242.91 Page 1 of 1 Printed on: 10/19/2021