Permits - Permit# 24SP-00034 - 4470 Shoreline Drive - 6/4/20241-jL-, i I City of Spring Park
/iAAtj,aAA'A_ 1 4349 Warren Ave, Spring Park, MN 55384
Phone:(952) 471-9051 Fax: (952) 471-9160
For Inspections: (952) 442-7520
New Structure - Other
(Commercial)
24SP-00034
Date Issued:
06/04/2024
Property Owner: RICE REAL ESTATE HLDNS LLC
Expiration Date:
12/01/2024
Mailing Address: 6380 ACORN ROAD
Job Site Address:
4470 SHORELINE DRIVE, SPRING
PARK, MN 55384
MOUND, MN 55364
Category:
Commercial New
Phone: (952) 471-8000
Permit Type;
New Structure - Other (Commercial)
Email: jason@bluelagoonmarine.com
Valuation:
$12,925.83
Description of Work:
installation of 48 inch x 96 inch (25 ft OAH) illuminated Pylon Sign with direct bury foundation
Subdivision:
Required Setbacks:
Parcel ID:
1811723340004
Fifing:
Actual Setbacks:
Lot:
Block:
Total Sq Ft:
Contractors:
Fee Items
Amount
Primary Indigo Signworks (320) 391-4946
State Surcharge
$ 6.46
Commercial Building Permit
$ 297.75
SEC New Home/Commercial
$150.00
Commercial Plan Review
$193.54
Total Fees:
$ 647.75
NOTICE
Signature of Applicant/Date
Building Department Signature/Date
06/04/2024
MUST BE POSTED ON JOB SITE
�:�s INSPECTION CARD
City of Spring Park
SPRING PARK
On take Minnetonka 4349 Warren Ave, Spring Park, MN 55384
POST THIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE
AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSIiE,
APPLICATION NO.: 24SP-00034 TYPE: New Structure -
Other (Commercial) ISSUED DATE: 06/0412024 EXPIRATION DATE: 12/01/2024
1811723340
PROJECTADDRESS: 4470 SHORELINE DRIVE, SPRING PARK, MN 55384 PARCEL NO.: 004
OWNER: RICE REAL ESTATE HLDNS LLC CONTRACTOR: Indigo Signworks CONTRACTOR PHONE: (320) 391.4946
DESCRIPTION OF WORK: Installation of 48 inch x 96 inch (25 ft OAH) illuminated Pylon Sign with direct bury foundation
CONSTRUCTION TYPE:
OCCUPANT LOAD:
DATE DATE
INSPECTION INSP PASSED COMMENTS INSPECTION INSP PASSED COMMENTS
Footings I I I I Final
Fire Approval:
PW Approval:
To request an inspection: (952) 442-7520
Date: Engineering
Approval:
Date: Other (
Date:
Date:
Page 1 of 1
Or,
PARK
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Project Name:
Date:
05/30/2024
Approval Status: Approved with Comments
Jurisdiction:
City of Spring Park
Construction Type:
ID:
24SP-00034
Applicant Name: Indigo Signs - Kim
Applicant Phone:
(320) 391-4946
Applicant Email: kim.feldewerd@indigosigns.com
Jobsite:
4470 SHORELINE DRIVE
Code:
2020 1300, Minnesota Building Code Administration; 20201305, Minnesota Building Code
Reviewed:
Building
The plans and specifications, for the project named above, have been reviewed for substantial compliance with the
current Minnesota State Building Code. This review is limited to the submitted scope of work; 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. Although every attempt has been made to identify code issues or concerns for proper
and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately
responsible for providing complete code compliance and maintaining minimum construction standards for the
safeguarding of life or limb, health, public welfare and property while constructing this project.
Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from
these documents and/or additional information shall be submitted to the Department of Building Safety for code
compliance review and approval. Written response of approval must be on site prior to implementation of such changes.
The following information is related to the submitted plansiscope or as general information regarding code compliance.
Compliance with the stated requirements will be verified during the construction process.
All work shall be inspected. It is the responsibility of the contractoMnstaller to contact the Department of Building Safety,
when ready to schedule an inspection, at (952) 442-7520 during regular business hours.
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.
Tom Krause
Plans Examiner
tkrause@safebuilt.com
4470 SHORELINE DRIVE Page 1
PARK
Plan Specific Items:
City of Spring Park
4349 Warren Ave
Spring Park, MN 55384
Phone (952) 471-9051
Fax (952) 471-9160
Building: Approved with Comments - Tom Krause, tivause@safebuilccom
PLANS DATED: 05/17/2024
PLAN SHEETS REVIEWED: 1 of 2, 2 of 2, Engineering Calculations
SCOPE OF WORK: Foundation for proposed 25'-0" high x 48" x 96" pylon sign. Modifications to other existing signs have
been approved by the City of Spring Park's zoning department per phone conversation with the sign contractor.
CONSTRUCTION TYPE: V-B
OCCUPANCY TYPE: U
SPRINKLER SYSTEM (YIN & TYPE): NIA
PLAN SPECIFIC ITEMS (to be completed during the construction process):
1. Sign foundation shall be installed in accordance with the engineering plans. Any deviation from the engineered
plan shall be approved by the structural engineer prior to proceeding with the changes.
2. Sign location shall be entirely within the property including the sign edge.
GENERAL ITEMS:
1. Construction or work shall be inspected in accordance with the requirements of Minnesota Rule 1300.0210.
2. 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.
3. The approved permit and all related plans and documentation shall be on site and available to the inspector at the
time of inspection.
4. Failure to provide the required documentation to the inspector at the time of inspection may result in a cancelation
of the inspection and additional inspection fees for the additional inspection(s).
5. The field inspector may identify additional code requirements during inspections. (Example of code requirement
items that might be identified are fire sprinkler heads being obstructed by framing, beams, lighting, ceiling
configurations, plumbing pipes, and mechanical system ductwork that will require review by the fire suppression
plan reviewer. Additional work being completed that is not consistent with the project scope of work or the
approved plans.)
6. Applicable Codes: 2020 Minnesota State Building Code
7. Separate Permits Required for. Electrical
4470 SHORELINE DRIVE Page 2
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DocuSign Envelope ID: 8147A66C-7716-461A-AOE6-42667EA58CD6
_. ..._ --.j, v- --ti 1. 1 WN Q.
Indigo Signs Overall Height: 25'-0" Sean M. McFarland, P
Blue Lagoon Manne Wind Speed 110 mph McFarland Enainaad
Sign Description 4470 Shoreline Dr Table of Contents
# Columns: 1 Content: Page
ME Job: 66581 Design Loads.........................1
ULTIMATE LOADS Support Design... _ . .............. _ . 1-3
Height: 4'4' EXPOSURE D
Width: 4'-0"
Structural Variables and Code Loading Specifications
Cabinet Type: Miscellaneous 1W Code:: 2020 MBC / 2018 IBC
Structural Section: Tube Steel - 46000psi Wind Speed:110
Number of Zones: 2 Wind Exposure:: D n
Wind Loads Per ASCE 7-16
Sign Sections:
Cabinet Wt.
Pipe Weight
Transition
Zone
Per Sq. Ft.
Per Foot
or N)
1
20
12.2 #IFT
y
2
0 V
27.5 #/FT
y
3
0
4
0
5
0
6
10
7
0
8
0 r
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.
Sean M. McFarland
Signature•.'DoauSipned ar.
Lj j talti. IM.,f,
Boo4700ce 64os...
State License: Minnesota - 45119
The electronic seal appearing on this document was authoMzed by Sean M. McFarland, PE on May 17, 2024
Top
Zone Elevation
Width Pressure Force
1 25.00 FT 4.00 FT 8.00 FT * 34.09 PSF 1.09 K
2 21.00 FT 21.00 FT 0.50 FT * 24.70 PSF 0.26 K
Total Wind Force a 1.35 K
Approx.
Weight
689 #
577 #
1,266 #
DocuSign Envelope ID: 8147A66C-7716-461A-AOE6-42667EA58CD6
Date: 5/17/24 City, State: Spring Park, MINI SHEET: 2 OF 3
Client: Indigo Signs Overall Height: 25'-0" Sean M. McFarland, P.E.
Sian: Blue Lanoon Marine Wind Speed 110 n1 ph McFarland En ineerin
4470 Shoreline Dr
ME Job: 66581
Moments at Transitions:
Lateral 2 1
Zone I Force Mom. Arm Mom. Arm
1
2
1.09 K 23.00 FT 2.00 FT
0.26 K 10.50 FT
28 K-FT 2 K-FT
Section Properties. 10.99 IN^3 .86 IN"3
Structural Sections to be used:
Tube
Zone Option Tube Dim. Wall t. Weight Sxx dlt Sxx Req'd
2 Tube 6.00 IN 0.375 IN 27 #/FT 13.07 IN^3 16.00 10.99 IN^3
1 Tube 4.00 IN 0.250 IN 12 #/FT 3.86 INA3 16.00 0.86 INA3
OPTION: EXTEND BASE TUBE TO TOP OF CABINET IF NO TRANSITION IS PREFERRED.
Structure
Wall
Size Thickness
6.00IN 0.375IN
4.00 0.250 IN
DocuSign Envelope ID: 8147A66C-7716-461A AOE6-42667EA58CD6
Date: 5/17124 City, State: Spring Park, MN SHEET: 3 OF 3
Client: Indigo Signs Overall Height: 2V-0" Sean M. McFarland, PE
Sion: Blue LAoon Marine Wind S eed 110 m h McFarland Engineering
4470 Shoreline Dr
ME Job: 66581
One Pier Footing
Pier Footing Design: Select the footing and soil type:
d = A 12 * (1 + (1 + (4.36 * h)1 A)A112)) Footing: Round
where A = (2.34 * P)1(S1 * b) Vert. Soil Bearing (psf): 1500
Lat. Soil Bearing (psf): 150
Mmax =
27,817 #-FT
Pmax (Lateral) =
1,350 #
LSBP =
150 PCF
S1 =
722 PCF X d
d =
2.500 FT
A = 1.75 FTA2
h = 20.599 FT
d = 7.206 FT
USE: 2.50 FT. RND. X 7.50 FT DEEP PIER
Soil Bearing Check:
DI -max = 1,266 LBS
Area of Footing = 4.91 FTA2
Actural SBP = 258 PSF
Allowable SBP = 1,950 PSF (includes code allowed 20% increase for every foot
of footing below 12" into natural grade.)
258 PSF a 1;950 PSF THEREFORE OK
General Notes
1 Contractor shall verify all dimensions and conditions on job site
2 Structural steel pipe shall conform to ASTM A53 grade B type E or S, Fy=35 ksi min.
3 Structural steel tube shall conform to ASTM A500 grade B, Fy=46 Its! min.
4 Structural steel shapes and plates shall conform to ASTM A36.
5 Welding shall conform to AISC specs or local codes and performed by certified welder using arc process E70XX electrodes
6 Isolate Aluminum from Steel
7 All bolt holes to be drilled or punched.
8 2500 Pei (min) 28-day Concrete Compressive Strength
9 All electrical work to conform to the requirements of UL48 and section 600 of NEC.
10 IJL and Data labels required
11 Sign to be a minimum of 6-ft horizontal & 12-ft vertical from high voltage wires.
12 If there is no stub pipe to be used in the top cabinet, the supporting member immediately below the stub
pipe shown can be extended to the top of the uppermost cabinet.
13 All Pipe sizes shown are minimum sizes. Pipe with a larger diameter and/or greater Sxx may be substituted
14 All structural lengths required are approximations only. Actual length may vary slightly depending on sign cabinet conditions.
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CITY OF SPRING PARK PAGE 1 BUILDING PERMIT
4349 Warren Avenue a
Spring Park, MN 55384 ❑HandoutGlven
Phone: 952-471-9051 Fax: 952-471-9160 El Lead Handout Given RQuted,) V SPELT
SITE ADDRESS: 4470 Shoreline Dr , — -�- -,�— — -- PID: 1811723340004
!)'Was the horse cAnstrurte(' betoro 19-87 fYES rJ. r•untirur+ •r.itn ii,lr9 2, NO Vc^:I;I,ur Nttr:ri::t cx!rFlrlir!u LF%A �•ect=�:;S
i') VV 11 the vrark disturb 2!6 sq !!of :r:'N'`rF ;;air+ted Siir aces c. l:= SR Ft iri k tarE:_ ;!air t ! :•+ rf,t�o_,''YES ' ti
Are there cin 'NIRdi7W5tieingr : c I 1 ' u; C: 4, NO rt line, ;ss
'-1 y ep a::ej YES ri, go ;a lint 4, NO �c,r:tw,ur -r r!lr•::t :.cPmpI'Aq n• EPA 5� steer 5
4.) rias the 4ome been Gerlified tear Free? fYES c you 1'.101S A c1 , rep ' w
Y""� - ' tta ; (:art;:�cat;:;a lr�.:+•mat:or:, kt0 � � ,:c..,l iete lhrF. �:
6) EPA Contractor Certification Number NAT - (applies to contractor only)
PROPERTY OWNER: RICE REAL ESTATE
Ci . MOUND State: MN 7i : 55364
MN ZiD:56308
License No; SB683135
4RCHITECT:
TYPE OF WORK:
_rCommercial L Residential
EST. VALUATION OF WORK
'S 12,925.SS -
3quare fleet
48- x 96"=32 sq ft
Detailed Description of Work:
6380 ACORN ROAD
ason@bluetagoonmarine.com
952.471,8000
4133 Iowa Street, Suite 100
120-846-9697 Fax-
Name:Kim Feldewerd \
Phone. 320-391
T
Fez:
Name- Phone"
c New Construction
❑ Deck V.I.`"
4 Change of Use
❑ Pool w -
Finish Basement
atetairiigli'/811
Remodel
J.M p
❑Addition
�r.
o Clatfiolition
in Garage AttachedOe h
,:;Plumbing -provide aetad on Page 2
❑ ACCBSSOry lCtlfne `,
'� ❑ MachaniCal-pInvide detail an Page 2
❑ Re -Roof
❑ Re -Side
❑ Fence
❑ Shed
❑ WindowtDoor Replacement
# being replaced
lgnskms of this application by do legal property owner Or ■ lkens� c'w*w trn, as tM Ow" repouerdadvs, Is rMi ad and sulhortess the Zoning Adminhhator or designse and the SuMnilorkla
r dealgree to abler upon the property to perform needed InspaMns. Entry may be aWAd prior nonca. I hereby acknowledge that I have read this application end state that all hlbrmallm+ is true end
greet to the test of my kruMedge. I Ndher agree filet al workperlbm*d wa.be is accordance with approved pkns. speellleebons and conditions end to abide by al ordinances afthe WmicpdCy
nd the laws of the Stab of 6Unnexote regarmng actions taken pwivard to this pe mIt. I egrm to pay all plan rwlsw fees awn It I choose not to proceed with Sm work. peentt sxpkw wtran wok
not commenced wehh t 6D days from does ofpamll. Of If work is arapendsd, abandoned, or Trot Inspected for 180 days. Work bsyand the scope of this pump, or work without a permit or Inspeedmr,
a be sub;ect to a penally.
Noise Ordinenc;a In Effect MONDAY - FRIDAY Before 7 a.m. and after 10 p.m. Weekend6fHo11days before 7 a.m. and after a p.m
HONATURE OF
MINTED NNE
CONST. TYPE:
ALUATION: S
Permit Fee: $ . e75
Plan Review Fee: $
State Surcharge: $ to Flo—
Site inspection Fee: $
S.E.C. Fee: $ 1 SD.
Investigation Fee 1 Other Fee: $
Copy Charge ($.25 per 8.5 x11 page) $
License Check ($5)1 Lead Check ($5) $
SUB TOTAL $
Plumbing Fee (from Page 2) $
Mechanical Fee from Page 2 $
pecial Conditions/Required Setbacks:
DATE; 5i13i24
This is the signature of: ❑ Owner or .7 Owner's R
BLDG SPRINKLED Yes f No
WAC Charge: $
Sewer & Water Hook -Up: $
Sewer & Water Disconnect: $ _
Water Meter. $
Muni SENVA Fee: $
*2016 SAC Escrow: S2 dkS
Other. $
TOTAL DUE: $ &7. 11
zZ
*NOTE. Commercial plans will be submitted to this Met Council Erwlronrnental Svcs
for SAC determination. Escrow payment will be required when parnsR Is issued. R
after Met Council review no SAC Is determined, escrow will be refunded In full.
Building Approval By: DATE:
Printed Building Ap vat By. ❑ License Verification ❑ Lead Verification - hacked By.
City Approval By: DATE: ro:`.
Paid: J Date: 1� Receipt No o T) ! By: ��r Y-
Payment Confirmation
Payer Information:
Payment Made By:
Payment Made For:
Email:
Permit Address:
Address:
Payment Description:
Payment Date:
Kimberly Feldewerd
Indigo Signs
kim-feldewerd@indigosigns.com
4470 Shoreline Dr
4133 Iowa Street Suite 100
Alexandria, MN 58103
Permits
5/311202412:12:42 PM
Business Name Payment Payment Confirmation Amount Convenience Total
Method Account Number Fee
City of Spring Park VISA ****5733 81723241 $647.75 $19.11 $666.86
(Permits)
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RECEIPT
City of Spring Park
4349 Warren Ave, Spring Park, MN 55384
(952) 471-9051
SPRING PARK
24SP-00034 i New Structure - Other (Commercial) On LakV .1finneton(g.
Receipt Number: 303
Payment Amount: $647.75
June 4, 2024
Tnansaaon Method Payer
Cashier Reference Number
Credit Card Indigo Signs
Jamie Hoffman 81723241
Comments
Assessed Fee Items
Fee items being paid by this payment
Assessed Fee Item
On
Account Code Assessed Amount Paid
Balance Due
05/30/24 State Surcharge
$6.46 $6.46
$0.00
05/30/24 SEC New Home/Commercial
$150.00 $150.00
$0.00
05/30/24 Commercial Plan Review
$193.54 $193.54
$0.00
05/30/24 Commercial Building Permit
$297.75 $297.75
$0.00
TWA& $647.75 $647.75
Previous Payments
$0.00
Remaining Balance Due
$0.00
Application Info
Property Address Property Owner Property Owner Address Valuation
4470 SHORELINE DRIVE RICE REAL ESTATE HLDNS 6380 ACORN ROAD $12,925.83
SPRING PARK, MN 55384 LLC MOUND, MN 55364
Description of Work
Installation of 48 inch x 96 inch (25 ft OAH) illuminated Pylon Sign with direct bury foundation