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EA182112 - Building - Deck - Issued Date 04/21/2023City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675-5675 www.cityofeagan.com Site Address: 3314 Lot: 7 Block: 5 PID:10-15501-05-070 Use: PERMIT Rolling Hills Ct Addition: Bur Oak Hills 2nd Permit Type: Building Permit Number: EA182112 ®� ® * E R 1 8 2 1 1 2* Date Issued: 4/21/2023 * 1 0— 1 S S 0 1— 0 S— 0 7 0 Description: Sub Type: Deck Construction Type: V -B Work Type: Replace Description: Deck Rebuild Census Code: 434 - Residential Additions, Alterations Occupancy: IRC -1 Zoning: R-1 Square Feet: 0 Comments: Fee Summary: BL - Base Fee $116.60 0801.4085 Valuation: 3,860.00 BL - Plan Review 65% $75.79 0720.4222 Surcharge - Based on Valuation $2.00 9001.2195 Total: $194.39 Contractor: Owner: Clinton R & Pamela J Schnier 3314 Rolling Hills Ct Saint Paul MN 55121-235 - Applicant - 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 ssued B : Signature 7er----------------- I For Offloe Use 1 I Building Permit*. 0 0o vv o EAGX a oQ a ©° 0 1 S&W Permit t. 1 © D p eao QC5N I p� I Permit Fee: I I I Date Received: A- il 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I I (651) 675-5675 FAX: (651) 675-5694 1 Date Issued: I buildinginsaections(M itvofeaoan.com I ---------------------J RESIDENTIAL BUILDING PERMIT APPLICATION Date: 44 Site Address: � 01 1� Y111S Applicant is: XOwner ❑ Contractor ct Unit #: Name: L_I t/1t- rq,M ` 1Ci� Address: 33ILk FoIIlkI',�'1 S c�. C�: Bay HomeowneP State: d& ZiL5 ssa�� Phone: �S� Email: C G� r\ r e- f ��Ck , `��` Type OIs Description of work: �� 1 V ®�I I I" work Construction Cost: Type of building: Single Family ❑ Townhome, of units ❑ Twin Home Company: /CI Contact: Building Address: City: Contractor State: Zip: Phone: Email: Samar $ Water Contractor Required for new constriction Company: nA Contact: Address: State: Zip: License #: Phone: Email: Date: City: I understand that Plumbing, Mechanical, and Fire Suppression work require separate applications. dT : Places and ssuppordno documents that you submit are considered to be public information, roraars Or um information may be ciasslfled as non-public N you provide specific reasons that would permit the City to conclude that they CALL BEFORE YOU DIG. Contact Gopher State One Call at (651) 4540002 or www goaherstateonecall.oro 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 appr I of plans. x � A# ►� Applicant's Printed Name Applicant's Slgnabure SUB TYPES Single Family _ 01 of _ Plex Deck WORK TYPES _ New _ Addition _ Alteration Replace Site Address: Permit #: l , 1E_ _ Fireplace _ Foundation _ Garage _ Repair Fire Repair _ Water Damage _ Egress Window Calculated Valuation $ 3,860.00 Plan Review 025% Crt900% Census Code # of units # of Buildings Type of Construction VB _ Lower Level Porch _ Pool _ Siding _ Reroof _ Windows _ Solar _ Retaining Wall _ Move Building _ Demolish Building' 'Demolition of entire building - give PCA handout to applicant Occupancy IRC 1 MCES System Code Edition 2020 MNRC SAC Units Zoning R-1 City Water Stories Booster Pump Square Feet PRV Fire Suppression Required Separate Stormwater Management Permit Required REQUIRED INSPECTIONS Footings: New Addition Deck Foundation: Before Backfill Poured Wall ✓ Framing: 1 Hour ✓Residential Alteration Braced Wall Framing/Blocking Braced Wall Sheathing (prior to house wrap) Interior Braced Wall Panel(s) Firewalls Insulation Radon Control Drain Tile Grading REVIEWED FOR CODE COMPLIANCE EAGAN Derek Quelle 04121=23 9:14:48 AM Meter Size: Siding: _Stucco Lath —Stone Lath _Brick Roof: _Ice & Water _Final Erosion Control Pool: _Footings Air/Gas Tests _Final Retaining Wall: _Footings _Backfill _Final Fire Suppression: _Rough In _Final Windows Other. Final/No C.O. Required Final/C.O. Required Reviewed By: LEULJLDING INSPECTIONS . Building Inspector FEES Calculated Valuation $ 3,860.00 Base Fee $ 116.60 Plan Review $ 75.79 State Surcharge $ 2.00 Met Council SAC — City SAC — Treatment Plant Water Supply & Storage m S&W Permit & Surcharge Meter Radio Read Other: — TOTAL $ 194.39 Replacing 12'x 16' 1" deck (with stairs) at back of home 12'x 16.0833'= 193sf 193 sf x $20 = $3,860 Address must be posted during construction ' Requires! Information for Deck Permits Site Address: X31 lin I ❑ Dimensions of deck: E] Height of deck from ground: Im f OW ❑ Size of posts: W x ( a ❑ Spacing of posts: 1 p G ❑ Footing diameter: DP -.50 / 50" [3Footing depth: ita D1p -11" X14 ❑ •If sizes vary, leave blank and indicate individual sizes on plane. % Nx (on ❑ Floorboard type: '42" minimum for traditional concrete footing. Specify if using engineered footings (i.e., Diamond Pier) and provide installation Instructions. ❑ Size of beam(s): (3) X /Qrt ❑ Drop or flush beam(s): _ Vr jp _ *Example: 2 - 2° x 12° ❑ Stair width: 0 ❑ Stair stringer spacing: ❑ Stair length: 7f`L&t5 ❑ Will the deck be bunt around a cantilevered area? (i.e., a bay with a patio door) ❑ What type of floor framing will the ledger be attached to? (i.e., I -joist, floor truss, 2"x 10", etc.) ❑ Cantilever on beam(s): Flush C ❑ Size of joists: ate too X /21❑ Spacing of joists: a ❑ Species of lumber for framing: Soffit ", t ne. m ❑ Dimensions of floorboards: % Nx (on ❑ Floorboard type: Joist to beam: ❑ Pattern of floorboards: To;S W *i.e: perpendicular (90 degrees) to joists, 30/45/or 60 degrees to joists ❑ Stair width: 0 ❑ Stair stringer spacing: ❑ Stair length: 7f`L&t5 ❑ Will the deck be bunt around a cantilevered area? (i.e., a bay with a patio door) ❑ What type of floor framing will the ledger be attached to? (i.e., I -joist, floor truss, 2"x 10", etc.) Type of hardware to be used: Ledger board: ❑ Ledger board connection: ° 36' ❑ Rear. ❑ Other. 411 oc -rm)( Enhance Provide access to rim or �oa provide photo of rim < during framing inspection to verify Yes A 2, Any changes to plans shall be submitted for review prior to implementation. Reviewed plans must remain available, Ledger Loks *—See handout for spacing on site, at all times. 2 ❑ Lateral load connection: 7 Distance to property lines: Beam to posts: 2 per post o ® ❑ Side 1: Sion m ❑ Side 2: � c Type of hardware to be used: Ledger board: ❑ Ledger board connection: ° 36' ❑ Rear. ❑ Other. 411 oc -rm)( Enhance Provide access to rim or �oa provide photo of rim < during framing inspection to verify Yes A 2, Any changes to plans shall be submitted for review prior to implementation. Reviewed plans must remain available, Ledger Loks *—See handout for spacing on site, at all times. 2 ❑ Lateral load connection: 7 w Beam to posts: 2 per post ❑ Post cap (manufacturer/model) [,f j Sion m ❑ Through bolts (size) m ❑ Other approved type t qiryV-7 naib Joist to beam: ❑ Joist hanger ❑ Other ❑ Any other hardware used: -D . t' Final Checklist for permit Submittal Two (2) pies of plans that Include: REVIEWED FOR Cross section view CODE COMPLIANCE Plan view 6-1 -1 - tair framing view EAGAN Applicable supplemental information O02MMa2MAM BUILDING INSPECTIONS Site plan drawn to scale on survey or plat map, including: Deck dimensions Distance to property lines DEC -M-19% 11111 FROM Kurth Sururyin9 TO 6914612 P.®2 CODE COMPUMCE Omv, EAGAN SM43AM BUILDING INSPECTIONS New 12'x 16'1" deck EA182112 S w l� � ,� 70,E ' • • . / � ,yj'� hA f 3� '�"'�• ►.��' Q �? ZAQAN RWGINEERING ISE C ov D�.'T t �-1 R-966 812 788 7602 TOTAL P.02 12-03-92 11:14AM P002 #06 CERTIFICATE.`. -SUR- Ey • CER E. OF - . ' KuRTM SURVEYING INC. FOR•fa 4002 JFF�ISON STREET 1"9m �eTWv Tuim away-PL"'Co Rtmv ■ns P COLIMA 1 ZIMTS M1Mt1ESOTA T OY YB 9A UMRBA WRi!Clr sum, Y1di0 9TMAT 1 AM IOTA. 6.T{0-9769 .. a pATfi tt U L - 4'Z•• ro\ 1"■ —3��- PRO$POSEQ SCALE o+IRoa t�o1+�MeNT FOUND NNE80TA R RATIaN NO. t�it3 GOAOES • OeARIIIGs ARE ORA" ASSUMED DOW tssaT 'TOP a F KCYSiC►U.C.. ' 08d�t4 "a lsS' GARAGE SLAD ■ • ■ 60 0 SPIKE 8ET On SPOT ELEVATION • CXR g� � ��, "C ��.lc"r'dtJ'� TOP OF SWC«N' 6131 --co FL00R■.� � } ■ PROP088p ELEV. DRAINAGE ARROW 6A9EYENr =TSEEAA �r�� •iwr �� .� _ REVIEWED FOR CODE COMPUMCE Omv, EAGAN SM43AM BUILDING INSPECTIONS New 12'x 16'1" deck EA182112 S w l� � ,� 70,E ' • • . / � ,yj'� hA f 3� '�"'�• ►.��' Q �? ZAQAN RWGINEERING ISE C ov D�.'T t �-1 R-966 812 788 7602 TOTAL P.02 12-03-92 11:14AM P002 #06