EA184480 - Building - Deck - Issued Date 06/20/2023 PERMIT
City of Eagan a ® ® ® Permit"':
Building
3830 Pilot Knob Rd Permit Number: EA184480
Eagan, MN 55122 °®®® ®®®° EAGAN
(651)675-5675 1111111111111111111111111111111111111111111111111
* E A 1 8 4 4 8 0
www.cityofeagan.com
Date Issued: 6/20/2023
Site Address: 1165 Timbershore Lane
Lot: 3 Block: 01 Addition: Timbershore 4th
PID:10-76503-01-030
Use: * 1 0 — 7 6 5 0 3 — 0 1 — 0 3 0
Description:
Sub Type: Deck Construction Type: V-B
Work Type: New
Description:
Census Code: 434-Residential Additions,Alterations Occupancy: IRC-1
Zoning: PD
Square Feet: 0
Comments:
Fee Summary: (BL)Plan Review $65.03 0720.4222
BL-Base Fee $100.05 0801.4085
Valuation: 2,850.00 Surcharge-Based on Valuation $1.50 9001.2195
Total: $166.58
Contractor: Owner: - Applicant -
Christine C Mulder
1165 Timbershore Ln
Eagan MN 55123
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
LM bllb ;f
-----
I0 I For Office Use
I I Building Permit#: 184480
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P. I I
®®®�® ®®®®®0 j S&WPermit#:
EAGAIT I
Permit Fee:. b�a�
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Date Received: 6/8/2023
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810
(651)675-5675 IFAX: (651)675-5694 I I
Date Issued:
buildinginsaectionsCa)ciryofeagan.com i________________------
RESIDENTIAL BUILDING PERMIT APPLICATION
Date: 06/08/2023 Site Address: 1165 Timbershore Drive Unit#:
Applicant is: 14 Owner ❑ Contractor
Name: Richard Haglund
Homeowner Address: City:1165 Timbershore Drive Eagan
State: MN Zi : 55123 Phone: 612.314.377 Email: richardhaglund@aol.com
Description ofwork: Install deck on south elevation of home
Type of $1,893.00
Work'' construction cost: PD, Timbershore
Type of building: Single Family ❑ Townhome, of units ❑ Twin Home
Company: Contact:
Building Address: City:
Contractor
State: Zip: Phone: Email:
License#: Expiration Date:
sewer'& Company: Contact:
Water
Contractor Address: City:
Required for State: Zip: Phone: Email:
new construction
License#: Ex iration Date:
1 understand that Plumbing, Mechanical, and Fire Suppression work require separate applications.
NOTE: Plans and supporting documents that you submit are'ronsldiied to be public informationrticns 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 www.aoaherstateonecall.org 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.
XRichard Haglund xRichard Haglund Datv2lyI
23.06. 814:2 :1dH5'00'
Dete:2023.06.08 14:24:11-0500'
Applicant's Printed Name Applicant's Signature
Required Information for Deck Permits site address: 1165 Timbershore Ln
® Dimensions of deck: 19' x 76" ® Height of deck from ground: 8'
® Size of posts: 6"X6" ® Spacing of posts: 7110"
® Footing diameter: ® Footing depth: Engineered footings on concrete slab
If sizes vary,leave blank and indicate individual sizes on plans. "42"minimum for traditional concrete footing. Specify if using engineered footings
(i.e.,Diamond Pier)and provide installation instructions.
® Size of beam(s): 2- 2"x8" ® Drop or flush beam(s): Flush Beams
"Example:2—2"x 12"
a
2 ® Cantilever on beam(s): 212"
C
0
® Size of joists: 2"x8" ® Spacing of joists: 16" on center
m
V ® Species of lumber for framing: Cedar Tone
® Dimensions of floorboards: 5/4X6" ® Floorboard type: Premium decking - cedar tone
® Pattern of floorboards: perpendicular to joists
*i.e: perpendicular(90 degrees)to joists, 30/45/or 60 degrees to joists
❑ Stair width: NA ❑ Stair stringer spacing: NA
❑ Stair length: NA
❑ Will the deck be built around a cantilevered area? (i.e.,a bay with a patio door) Yes/No
❑ What type of floor framing will the ledger be attached to?(i.e.,1-joist,floor truss,2"x 10",etc.) 2"X8"
Distance to property lines:
® Side 1:
20' ® Rear: 20'
® Side 2: 20'
❑ Other:
Type of hardware to be used:
Ledger board:
❑ Ledger board connection: Fasten Master Ledger Lok
a ElLateral load connection: MiTek Joist hanger Final Checklist for Permit Submittal
CL
Beam to posts: Two(2)copies of plans that include:
r ❑ Post cap(manufacturer/model) MiTek 6"x6"Triple Zink Post to beam connector ❑ Cross section view
as
❑ Through bolts(size) 1/2"-13x8" ❑ Plan view
> Other approved❑ pp type ❑ Stair framing view
,o;
n`. Joist to beam: ❑ Applicable supplemental information
❑ Joist hanger Galvanized Joist Hanger Site plan,drawn to scale on survey or plat map,including:
❑ Other ❑ Deck dimensions
❑ Any other hardware used: ❑ Distance to property lines
FOR OFFICE USE ONLY
Site Address: 1165 Timbershore Drive Permit#: 184480
SUB TYPES
Single Family _ Fireplace _ Lower Level
01 of_Plex _ Foundation _ Porch
/Deck _ Garage _ Pool
WORK TYPES
New _ Repair _ Siding _ Retaining Wall
_ Addition _ Fire Repair _ Reroof _ Move Building
Alteration _ Water Damage _ Windows _ Demolish Building"
Replace _ Egress Window _ Solar *Demolition of entire building—give PCA
handout to applicant
DESCRIPTION _
Calculated Valuation Occupancy Mec- i MCES System
Plan Review 0250/6,0100% Code Edition MNQc.dod SAC Units
Census Code Zoning City Water
#of Units Stories Booster Pump
#of Buildings Square Feet PRV
Type of Construction Ya Fire Suppression Required
Separate Stormwater Management Permit Required
REQUIRED INSPECTIONS
Footings: New Addition ae--- Deck Meter Size:
Foundation: Before Backfill Poured Wall Siding:_Stucco Lath _Stone Lath _Brick
Framing: 1 Hour /Residential Alteration Roof:_Ice&Water _Final
Braced Wall Framing/Blocking Erosion Control
Braced Wall Sheathing(prior to house wrap) Pool:_Footings _Air/Gas Tests _Final
Interior Braced Wall Panel(s) Retaining Wall:_Footings_Backfill_Final
Firewalls Fire Suppression:_Rough In_Final
Insulation Windows
Radon Control Other:
Drain Tile
Grading _� Final/No C.O. Required
Final/C.O. Required
Reviewed By: 1\ . Ale 1.50-1\ , Building Inspector
FEES IAlf Qee lc
Calculated Valuation
Base Fee
Plan Review
State Surcharge
Met Council SAC
City SAC
Treatment Plant
Water Supply&Storage
S&W Permit&Surcharge
Meter
Radio Read
Other:
TOTAL $ 0.00
Required Information for Deck Permits Site Address: 1165 Timbershore Ln
r ® Dimensions of deck: 19' x 76" ® Height of deck from ground: 8'
® Size of posts: 6"x6" ® Spacing of posts: 7'10"
® Footing diameter: Minimum footing sizes for all ® Footing depth: 42° min. Engineemd feetings en ea
three footings:
*If sizes vary,leave blank and indicate individual sizes Square-12"sides *42"minimum for traditional concrete footing. Specify if using engineered footings
Round-14"diameter (i.e.,Diamond Pier)and provide installation instructions.
® Size of beam(s): 2- 2"x8" ® Drop or flush beam(s): Flush Beams
*Example:2—2"x 12"
N I
C
a
® Cantilever on beam(s):
® Size of joists:
0 2"x8" ® Spacing of joists: 16" on center
® Species of lumber for framing: Cedar Tone
® Dimensions of floorboards: 5/4x6" ® Floorboard type: Premium decking - cedar tone
® Pattern of floorboards: perpendicular to joists
*i.e:perpendicular(90 degrees)to joists,30/45/or 60 degrees to joists
❑ Stair width: NA ❑ Stair stringer spacing: NA
❑ Stair length: NA
❑ Will the deck be built around a cantilevered area? (i.e.,a bay with a patio door) Yes/No
❑ What type of floor framing will the ledger be attached to?(i.e.,I joist,floor truss,2"x 10",etc.) 2"x8"
A
C > Distance to property lines:
® Side 1: 20' ® Rear: 20'
y ® Side 2: 20' ❑ Other:
c See attachment for Ledger
See attachment for Simpson Lok installation requirements.
Type of hardware to be used DTT1 Z example.Joist hangers not
sufficient for lateral load restraint.
Ledger board: If using post caps,use in pairs
(2 per post-front and back)
❑ Ledger board connection: Fasten Master Ledger Lok
CL ElLateral load connection. I Final Checklist for Permit Submittal
R Beam to posts: Two(2)copies of plans that include: REVIEWED FOR
CODE COMPLIANCE
❑ Post cap(manufacturer/model) MTek 6"x6"Triple Zink Post to beam connector ❑ Cross section view _
�+ ❑ Through bolts(size) 1/2"-13x8" ❑ Plan view
d —
❑ Other approved type ElStair framing view EAGAN
IL Joist to beam: Applicable supplemental information BUI�LD�=
NS
❑ Joist hanger Galvanized Joist Hanger Site plan,drawn to scale on survey or plat map, including:
❑ Other ❑ Deck dimensions
0 Any other hardware used: ❑ Distance to properly lines
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I C D 0611W=1@43:08 AM
BUILDING INSPECTIONS