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EA186540 - Building - Porch (3 season) - Issued Date 11/29/2023 PERMIT City of Eagan Permit Type: Building 3830 Pilot Knob Rd Permit Number: EA186540 Eagan, MN 55122 EAGAN (65 1)675-5675 www.cityofeagan.com MW 6 5 4 (d Date Issued: 11/29/2023 Site Address: 3626 Widgeon Way Lot: 14 Block: 2 Addition: St Francis Wood PID:10-65900-02-140 Use: Description: Sub Type: Porch(3 season) Construction Type: V-B Work Type: Addition Description: Includes Deck Census Code: 434-Residential Additions,Alterations Occupancy: Zoning: R-I P Y IRC-1 Square Feet: 0 Comments: Improvements to the home may require smoke detectors in all bedrooms. Carbon monoxide detectors are required within I( feet of all sleeping room openings in residential homes(Minnesota State Building Code). Fee Summary: BL-Base Fee $315.20 0801.4085 Valuation: 15,580.00 BL-Plan Review 65% $204.88 0720.4222 Surcharge-Based on Valuation $8.00 9001 2195 Total: $528.08 Contractor: - Applicant - Owner: JRG Custom Deck&Design LLC Paul A&Ann M B Palmer 17432 Honeysuckle Ave 3626 Widgeon Way Lakeville MN 55044 (952)688-2141 Saint Paul MN 55123-112 This permit shall be null and void if work does not start within 180 days of issuance,or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature r --------------------- I For Office Use * # I Building Permit ft: I S&W PermitEAGAN #: Q I Permit Fee: O � I ECEIVE ' I I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I Date Received: I (651)675-5675 FAX: (651)675-5694 SEP 0 b 2023 l buildinginsoectionso—Cityofeagan.com I Date Issued: I BY: RESIDENTIAL BUILDING PERMIT APPLICATION ` / - // Date: /' Site Address: ...+Gr�� �-.� / Unit# Applicant is: 13 Owner 13 Contractor S� s 12-I Name:A, xytP ✓r�7� r W Homeowner Address: a s---- City: Stat ,/ //V ZiE, Phoneff ? 'S _, A:7Email: Description of work: A&,o Type of � � Work Construction Cost:. j. Type of building: 0 Single Family ❑ Townhome, of units ❑ Twin Home Company: ' 17 ,�� r� f ;' Contac iBuilding Address:f7 ?`.,, -. �tC ity: .fid �'Contractor StateZip: ` Phone:/- Email: '. � �.�r L4K­,' l License# %.ry ,•� �'; Expiration Date. Sewer & Company: Contact: Water Lnew tractor Address: City: uired for State: Zip: Phone: Email: onstrixtion mLicense#: _ Expiration Date: � w - -m.- : I understand that Plumbing, Mechanical, and Fire Suppression work require separate applications. NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as;non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Contact Gopher State One Call at(651)454-0002 or wvrv✓gopherstatr?onrcall for protection against underground utility damage. Contact Gopher State One Call 48 hours before you intend to dig to receive locates of underground utilities. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ��JJffF..-3 Applicant's Printed Narne Applicants Signature FOR OFFICE USE ONLY Site Address: 3G94 &-): P e, L--c I _ permit#: 26G S-yo SUB TYPES Foundation _ Fireplace e _ Porch (3-Season) Single Family Garage 9 _ Porch(4-Season) — Miscellaneous — Multi _ Deck Porch(Screen/Gazebo/Pergola) _ Accessory Building _ 01 of_Plex _ Lower Level Pool WORK TYPES New — Repair _ Addition — Siding _ Retaining Wall Alteration — Water Damage _ Fire Repair _ Reroof _ Move Building Replace Demolish Building Egress Window — Solar — — 'Demolition of entire building-give PCA DESCRIPTION handout to applicant Calculated Valuation 1r s_b Occu anc Plan Review p y ZQC-Code Edition MCES System Z{t��_apao SAC Units (25%_100%�) Zoning lz-1 Census Code City Water #of Units Stories Booster Pump Square Feet #of Buildings PRV Length Fire Suppression Required Type of Construction �/F3 Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: ,j Footings(Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool:_Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In _Air Test _Final ✓ Siding: Stucco Lath _Stone Lath _Brick Windows _EFIS Insulation — ~ ws Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Stormwater Management Reviewed B Other: Permit Required: �`" By: /-I'- , Building Inspector RESIDENTIAL FEES Calculated Valuation Base Fee ?-,L, )3G 4 (,o Plan Review State Surcharge 1)cC tc " ao = ,�/q,?G MCES SAC ------__ City SAC Treatment Plant Water Supply&Storage S&W Permit&Surcharge Radio Read Other: Copies: TOTAL $0.00 ADVANCED ACI, LLC 952-435-1068 CONSULTING Se P.O. Box 1297 www.aci-eng.com Lakeville, MN 55044 info@aci-eng.com INSPECTION, LLC December 27, 2023 JRG Custom Deck & Design, LLC 17432 Honeysuckle Avenue Lakeville, MN 55044 RE: Wall bracing plan for new sunroom at 3626 Widgeon Way in Eagan, MN Dear Mr. Parker: I have recently made a site visit to assess the as -built construction of the sunroom at the above address. I noted that the wall bracing has several deviations from the plan issued on November 17th. The deviations have been considered and are discussed as follows: 1. A Mitek THD612 beam hanger was used as a replacement for the Simpson THG135.50/9 beam hanger specified. The Mitek THD612 is an approved equivalent and was installed with a sufficient number of screws to achieve the required capacity. The 2x block installed below the ledger is required to be treated material. 2. Pairs of Simpson DTT1Z Tension Ties were substituted for Simpson LCE4 / AC6 for post base connections. This substitution provides adequate capacity and is approved. 3. The rear wall sheathing now extends to the top of the LVL and is fastened to the LVL in a 3x3 grid pattern as required. Please let me know if you have any questions. I can be reached at 952-992-0131 or at marks(cDaci-eng cam. Thank you. I hereby certify this pian, specification, or Report was prepared by me or under my direct Supervision and that I am a duty Licensed Professional Engineer under the laws of the State of Minnesota, Print Name: Mark S deriund Signature: Gig✓ f Date: Al a-_21,4'cense q: 23685 REVIEWED FOR )DE COMPLIANCE EAGAN Derek Qualle 12/28/2023 11:01:54 AM BUILDING Advanced Consulting & Inspection Report #231227P Page 1 of 2