HomeMy WebLinkAbout2016-01544 - free standing monument - Lunds/Byerlys - CITY OF ORONO * 2 0 1 6 - PJ 1 5 4 4 *
2750 KELLEY PARKWAY DATE ISSUED: 04/06/2017
ORONO,MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 3333 SHORELINE DR
PIIY : 20-117-23-11-0024
LEGAL DESC : REG. LAND SURVEY NO. 1422
: LOT 000 BLOCK 000
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : COMMERCIAL-BUSINESS
CONSTRUCTION TYPE : SIGN-FREE STANDING/MONUMENT
VALUATION : $ 25,000.00
NOTE: FREE STANDING MONUMENT-LUNDS&BYERLYS
APPLICANT PERMIT FEE SCHEDULE 433.67
STATE SURCHARGE(VALUATION) 12.50
CARLSON-LAVINE, INC. TOTAL 446.17
2965 PARTR[DGE Payment(s)
ROSEVILLE, MN 551 13
(65l)303-8762 CREDIT CARD 7529 446.17
OWNER
Lunds Food Holding Inc.
4100 W SOTH STREET#2100
EDINA, MN 55424-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of I 80 days at any time after work has commenced.
The appiicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause. ,
� ��'� O(J �/ � / / �
Applicant Permitee Signature Date [ssued B S gnature Date
� � r`�
CITY OF ORONO ��� ; ,f ?
BUILDING PERMIT APPLICATION
FOR NEW STRUCTURES OR ADDITIONS
OA, Mailing Address: Permit number: �� "C���
� �VO PO Box 66 � _�
Crystal Bay, MN 55323-Q(,�66 Date received: Z- `�
�� �
�-' ,. ft '�&d_by:---___ � '�-
Street Address:� - �.�
y�, � 2750 Kelley Parkway `� ���� {�1 review fee: �. • �J
t�kESHO��G Orono, MN 55356 �'--��„_����.
Main: 952-249-4600 Total F�e:
Fax� 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: J33� ��j��,���,• �,;,�; ��,�,, �•,�.� ,
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No
If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: _�rL�c�.v -L.o-, V'i,.�c:� /�vc- •
State License# Expiration Date:
Phone: (cell) ' � [. ��, �(o I Z (office)
Mailing Address: L9 !� /tr-vrr ►�d Clt : /�5 t v���-£ ZIP: t !
Contact Person:� 2�, ,,M Applicant is: ntract�/ Homeowner (Circle One)
Email and/or Fax: `_�j`s�U�,��N�„v��,� ��
PROPERTY OWNER INFORMATION:
Name: L c.• �• n tvo� -}-fo��..��S, i�c.-
Phone(day): Gj.-rj'Z, y/�": ���Z_.
Address: `1l/Gp ''"' � Cit : � i,�,o ZI P: ���2�f
Email and/or Fax �, �,�,� �C�•�,r�y;�7 L�.�t , G�c H
ARCHITECT/ENGINEER INFORMATION:
Name:
Phone (day): �
Address: •
Email and/or Fax:
PROJECT INFORMATION: Description of project: .
1.Type of Project 2. Proposed Us "�j, `I e Disposal&
b� W S�PP�Y
❑ New Construction ❑Single Family
❑Addition C�c��. attached gar, {.� (�a r��� >ewer
❑Accessory Building �1 � / ❑ Single Family -������ "�1
❑Relocation detached gar; � u �ewer
�Other:(specify)M�`'°'���� ❑ Multiple Family ���/�
❑ ublic ��. ater
**Any earth movement may also require �ommercial
MCWD review&permits. ❑ Industrial � ell
Minnehaha Creek Watershed District(MCWD) ❑Other.(SpeCify) ��,l�i�
15320 Minnetonka Blvd �.
Minnetonka,MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ �� U�� f
Last Updated: January 2016
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued)
a. Length(ft.)= �� Number of bedrooms= 2. Occupancy: v
b.Width(ft.)= 2- Number of garage stalls: — ,'`)
s -- 3. Occupant Load: ���
Areas in square feet Attached =
c. Basement= � Detached = �� 4. Type of Construction: `��t- �J
d. 1S'Story = -�-
e.2"d Story= .�- 5. Code Edition: �(,'l,.�� i /,��/
f. YZ Story = �
g.Total Area= r—
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
fd ❑ Com leted A lication Form
❑ Pro osed Buildin Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ G�' Surve -2 full size,to scale meetin ALL surve re uirements
❑ � Hardcover Calculations
❑ � Se tic S stem Certification
❑ 6� Minnehaha Creek Watershed District(MCWD)Permit or
Documentation from MCWD statin no ermit is re uired
❑ fd Landsca e Walls and/or Retainin Wall Plans
❑ B" Stormwater Pollution Prevention Plan SWPPP
❑ Ga' Access Permit
❑ CB' Data Privacy Advisory Form
APPLICANT/OWNER ACKNOWLEDGEMENT:
. Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to
reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of
the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
7 --�
--�.a-s('� —
ApplicanYs Signature�- �_� � Date: f�2•��• ��
�
Owner's Signature: ��' fii�c�'��''� Date: x2. �'h.14�
Last Updated: January 2016
' PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
�� �� ���e�cn � `� ���1� � 6 �.���"
Address: c C ,� ! (1�C Permit No.:
Description of work: Date Rec'd:
Septic review by: Vl/ Date Approved:
Zoning review by. Date Approved: ( � �
Building review by: Date Approved: 2 f
Grading review by: Date Approved:
Zoning District: Zoning File#: �6'.��T� Reso#: �7�� Reso Date: �� � ��
Zoning: Lot Area: SF/AC Width: Lot Coverage: SF /o
Survey Submitted: �Yes � No Date of Survey: Revised date(?): �,`���
Landscape plan submitted? 0 Yes �No Landscaper:
Proposed Setbacks:
Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
Side Side
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50% = L.F. below grade
Basement? 0 Yes }�No, Stories
� �
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest proposed Slab at or above grade—
floor(of the basement or crawl space)and measure from hiahest existinq
START WITH the highest point of the roof. rq ade to the highest point of the
START WITH roof even if fill was brought in to
elevate home.
If you have a...
SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure
(BASED ON windows): Subtract half the distance from highest existing grade to the
ROOF TYPE) between the highest point of the roof hi hest oint of the roof.
to the low point of the corresponding If you have a...
gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
windows): Subtract half the distance ROOF TYPE) the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION Subtract the distance between the half the distance between
(BASED ON basement/crawl space floor and the the top of the highest
EXISTING highest existing grade adjacent to the window and the highest
GRADES) foundation OR 10 feet(whichever is less). point of the roof
• ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building height subtraction.
Defined building height
EQUALS
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff
Met?
� Yes 0 No Permit Number: � Yes � No 0 N/A � Ye No �
� N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
0 Yes 0 No 0 Yes � No
1 2 3 4 5 Type(s): Type(s):
Fees to be Charged YES NO
Permit
` Plan Review 1/'
State Surcharge t/�
Investigation Fee ✓'
SAC— Number of SAC Units
Other(specify) �
Square Foota e $ per Square Footage
Basement X = $
1 S� Floor X = $
2nd Floor X = $
Garage X = $
Estimated Construction Value: $ 2 � ���
Orono Inspections Required Work Requiring Separate Permits
Footing 0 Site � Plumbing 0 Grading/Filling
� Poured Wall 0 Silt Fence/Erosion Control 0 Mechanical ❑ Fire
0 Foundation Survey � Hardcover Removal ❑ Septic � Water Connection
0 Foundation Waterproofing � Other(specify) ❑ Fireplace � Sewer Connection
Framing 0 Masonry � Lawn Irrigation
0 Insulation � Mfg. ❑ Landscaping
� As-Built Survey 0 Other(specify)
" inal
� Lathe Required State Permits
❑ Other(specify)
0 Well 0 Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
� Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: October 2015
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Jeremy Barnhart
From: Jeremy Barnhart
Sent: Tuesday, December 20, 2016 12:33 PM
To: 'Justin O'Neal'
Subject: RE: Variance approved ,
Yes,You will need separate permit for the freestanding sign. The permit is a building permit, for the structure. You will
not need a separate sign permit, because you are building a new structure.
You'll need to submit a location and elevation information. I can't cannibalize the variance application for these
drawings because I need from you what you are building.
Jeremy Barnhart, AICP -�' . � :�.. �
Community Development Director �
Direct 952.249.4626 �
Planning &Zoning Office 952.249.4620
2750 Kelley Parkway, Orono, MN 55356 �
Website: www.ci.orono.mn.us �`�
��
� �
From:Justin O Neal [mailto:justin@scenicsign.com] �
Sent:Tuesday, December 20, 2016 12:21 PM
To:Jeremy Barnhart<jbarnhart@ci.orono.mn.us>
Subject: Re:Variance approved _
Good Afternoon Jeremy,
Will I have to apply for a sign permit as well for this sign?
Thanks
Justin O'Neal
�,
�
�,.
Project Manager
PH 320 252 9400 I E justin@scenicsi�n.com
scenicsi�n.com � 828 South 5th Street Sauk Rapids,MN 56379
On 12/12/2016 7:32 PM,Jeremy Barnhart wrote:
Ross and Justin,The Variance was approved on the consent agenda. You do not need to attend (or stay
if you are here)the council meeting.
leremy Barnhart, AICP
Community Development Director
Direct 952.249.4626
Planning &Zoning Office 952.249.4620
2750 Kelley Parkway, Orono, MN 55356
1
Permit Application: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum required
information is included with the submittal. If not, the application will NOT be accepted. Call
952.249.4620 to schedule a meeting with staff if you have questions on application submittal
requirements.
Completed Application
!_ � �,�� ' �� I`_>b`� � C ��- C, � �`� �
Plan Review Fee Paid .
� II
Signed Escrow Agreement & Escrow Payment ,,r"� I'��° ( �l �,�����--
� Building Plans (to scale) x2
Certificate of Survey (to scale) showing the proposed project &
meeting all requirements x2
Hardcover Calculations (if applicable)
I am aware that Orono will not issue a building permit without a
copy of MCWD permits (or documentation from the MCWD stating
the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
regarding this project.
_ � �' ..__ ---�
I _ \ --
Signed bY: ' �'�-�-- _ __ ��:.��
�
Address: ?j�j��j G,3�(,a��x►.� �ryt,v�
Permit #: 1. �� f� - (1� ,�'�/c�
Last Updated: January 2016
\\ y 4779 MUSTANG CIRCLE
NATIONAL STEEL MOUNDSVIEW, MN 55112
\``FABRICATORS INC. (763)784-1335 • FAX(763)784-2195
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C8�'(p��S b-TZ�e �,�` ('9 („r I hereby certify that this plan,specification,
o�report was prepared by me or under my
direct supervision and that I am a duly
licensed Professional Engineer unde�the
laws of the State of Minnesota.
Neal J.Bednarz-Rovick,P.E.
: _ �//j��
. License Number 21800 Date��
DRAWN BY: DATE: �Z/��� FINISH:
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PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS �
Address: � 7 �� `� �GQ�/'��� �'C G ����(,� Permit No.:��j�`' �� �-.��
Description of work: Date Rec'd:
Septic review by: Date Approved:
Zoning review by: Date Approved:_
Building review by: Date Approved: � �
Grading review by: Date Approved:
Zoning District: Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: SF/1AC Width: Lot Coverage: SF %
Survey Submitted: 0 Yes \ � No Date of Survey: Revised date(?):
Landscape plan submitted? � Yes 0 No Landscaper:
Proposed Setbacks:
Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland
�� Side Side
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50°yo = L.F. below grade
Basement? 0 Yes � No, Stories
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
The distance between the lowest propOsed Slab at or above grade—
floor(of the basement or crawl space)and measure from hiQhest existina
START WITH the highest point of the roof. rp ade to the highest point of the
START W ITH roof even if fill was brought in to
elevate home.
If you have a...
SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below grade—measure
(BASED ON windows): Subtract half the distance from highest existing grade to the
ROOF TYPE) between the highest point of the roof hi hest oint of the roof.
to the low point of the corresponding If you have a...
gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
windows): Subtract half the distance ROOF TYPE) the distance between the
between the top of the highest highest point of the roof to
window and the highest point of the the low point of the
roof corresponding gable or
hipped roof
• ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF
mansard,etc):No subtraction. (with windows): Subtract
SUBTRACTION Subtract the distance between the half the distance between
(BASED ON basemenUcrawl space floor and the the top of the highest
EXISTING highest existing grade adjacent to the window and the highest
GRADES) foundation OR 10 feet(whichever is less). point of the roof
• ALL OTHER ROOF TYPES
(flat,mansard,etc):No
EQUALS Defined building height subtraction.
� Defined building height
EQUALS
Updated: October 2015
z:\forms\plan review checklist 10-2015.docx
� Shoreland District MCWD Permit Average Lakeshore Setback g�uff
Met?
Permit Number: � Yes � No 0 N/A � Yes �
� Yes 0 No No
0 N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
0 Yes � No � Yes � No
1 2 3 4 5 Type(s): Type(s):
Fees to be Char ed YES NO
Permit
Plan Review �
State Surcharge
Investigation Fee
SAC—Number of SAC Units
Other(specify)
Square Footage $ per Square Footage
Basement X = $
1 St Floor X = $
2nd FIoOP X = $
Garage X = $
Q C�7��
Estimated Construction Value: $ U�, �J /
Orono Inspections Required Work Requiring Separate Permits
� Footing � Site 0 Plumbing 0 Grading/Filling
� Poured Wall � Silt Fence/Erosion Control � Mechanical � Fire
� Foundation Survey � Hardcover Removal 0 Septic � Water Connection
0 Foundation Waterproofing � Other(specify) � Fireplace 0 Sewer Connection
� Framing 0 Masonry ❑ Lawn Irrigation
Insulation 0 Mfg. 0 Landscaping
� As-Built Survey � Other(specify)
inal
0 Lathe Required State Permits
0 Other(specify)
0 Well 0 Electrical
REMARKS (in-house):
OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED:
� See Builder Acknowledgement Form
0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: October 2015
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September 12, 2016 ��`��`�'��� ��g����
Co��s�i�n�,� �i�� ���3rc��:o'
���� 1,5� �
Mr. Wally Lindeman
Lund's Food Holdings Inc. '!=='�.'4��;�
4100 West SOt'' Street
Edina, MN 55424
Dear Mr. Lindeman:
Thank you very much for the opportunity to present information on Allweather Roof.
Recognized as one of the Twin Cities oldest and premier Roofing Contractors, we can
install built up, single ply and shingle roof systems. Allweather Roof was founded in
1925 and has developed into a complete commercial Roofing and Sheet Metal
Contractor. Types of roofing systems installed include built-up and single ply membrane
systems for national manufacturers including Carlisle, Celotex, Firestone, GAF, Sarnafil,
Fibertite and Versico. Whether it be new construction, re-roofing of existing or small to
major repairs and/or scheduled maintenance, the years of experience of our staff will get
the job done right the first time.
We have received numerous awards including the Firestone Master ContractorAward
for the last 29 years and Firestone's Inner Circle of Quality Award for the past 24
consecutive years. We are ONE of only four contractors in North America to receive both
awards since their inception!
We pride ourselves in Quality and Safety! In addition, along with the awards listed
above, we have one of the lowest Workers Compensation Experience Modification
Factor (0.55) in the industry.
Allweather Roof is very interested in the opporturiity to answer all of your Roofing &
Sheet Metal questions. We look forward to working with you on your future projects.
Sincerely,
Scott R. Steigauf
BOOF CAPTAIN
Lunds&Byerlys
3333 Shoreline Drive
Navarre, MN 55392
Roof Condition Report:
6,316 Square Feet �
Construction•
Through core cuts and a visual inspection it was revealed that the e�usting roof is a 4-Ply
Built-Up Roof with a flood coat of asphalt and embedded gravel. The insulation within
this roof system is a single layer of'h"Perlite Insulation over a single layer of 1.5"
Phenolic Foam Insulation. The Current R-Value of this roof is 13.86.
The roof was installed over a Metal Deck.
Condition•
The existing roof is in Poor Condition.
The perimeter flashing are falling away from the cant edge in multiple areas. This is
creating open azeas along the roof where moisture can enter the roofing system.
There aze many holes and tears in the mechanical flashings throughout the roof. These
azeas are allowing water to infiltrate the roof system.
The roof inembrane is ridging and blistering in many azeas throughout the field of the
roof. These azeas aze susceptible to breaking open and allowing water into the building.
The mechanical flashing on the roof are showing signs of deterioration and are beginning
to come apart.
The comers and field of the membrane aze starting to deteriorate. The deterioration is
happening because the roof surface is not being protected against iJV rays.
The roof system contains Phenolic Foam Insulation. Phenolic foam insulation will
cause severe damage to metal decking,fasteners, coping metal,and any structural
metal components. This insulation should be removed from the roof system as soon
as possible.
New and continued leaking will occur until these azeas are re-roofed.
End of Section
. �
, � .
Lunds&Byerlys
3333 Shoreline Drive
Navarre, MN 55392
Scope of Work•
6,316 Square Feet
Specification#1
Firestone Fully Adhered 60 Mil E.P.D.1V�. Roofing System with Complete Tear-Off
Staging and Set Up
1. Conduct a pre job meeting to discuss job scheduling, safety requirements,and job
site logistics.
2. Apply and receive a11 mandatory building permits required by the state of
Minnesota and the city of Navarre.
3. Flag and cone off crane loading azea(s), staging perimeter and dumpster locations.
4. Place dumpsters, dumpster chutes, and biffy's as needed.
5. Install all of the proper safety requirements for the job. This will include roof
perimeter flag lines,Raptor fall restraint boxes, and safety stands with cattle rails
as required by O.S.H.A.
Demolition/Tear-Off
6. Vacuum or power sweep off all loose gravel and dispose of properly off-site.
7. Remove a11 of the existing sheet metal and dispose of off-site.
8. Remove the existing roof systems down to the decking and dispose of off the
premises.
9. Allweather Roof will remove all of the existing built-up flashings from the
mechanical units and perimeter wa11 and dispose of the same off the premises.
10. Inspect the existing decking. Deteriorated decking will be mutually agreed upon
by Allweather Roof and the owner's representative. Replacement of deteriorated
metal decking will be at a cost of$6.50 per square foot. Salvageable metal
decking will be overlaid at a cost of$3.50 per square foot. If any deck
remediation is needed we will wire brush the affected area and coat it with rust
inhibitor paint for$1.85 per square foot.
. � '
. � � '. '
11. Remove all obsolete and unused penetrations that are currently on the roof.
Mechanically attach new 22-gauge metal decking over any openings as per the
manufacturer's specifications.
Carpentry
12. Install additional lumber around mechanical curbs, and the perimeter to raise the
existing heights as needed. This will be done to achieve the proper flashing
heights the manufacturer requires due to the new insulation heights.
Insulation
13. Clean and prepaze the existing surface as necessary removing all loose dirt dust,
and debris.
14. Loose lay a single layer of 2.6"Polyisocyanurate Insulation over the prepazed
surface in accordance with the manufacturer's specifications.
15. Mechanically attach a second layer of 2.6"Polyisocyanurate Insulation over the
prepared surface using approved fasteners and plates in accordance with the
manufacturer's specifications. All joints and seams of the insulation will be
staggered and offset to minimize heat lose. *New R-value will be 30.
16. Mechanically attach a multiple layers of Tapered Polyisocyanurate Insulation to
the high side of the mechanical units to ensure that water does not sit at the units.
This will be done in accordance with the manufacturer's specifications.
Roofmg
17. Clean and prepare the existing surface as necessary removing all loose dirt, dust
and debris.
18. Install R.P.F.S. (Reinforced Perimeter Fastening Strip)to all perimeters,
projection flashings fastening every 12"on centers in accordance with the
manufacturer's specifications.
19. Install the Firestone Fully Adhered 60 Mil E.P.D.M. Roofing System over the
prepared surface utilizing neoprene-based bonding adhesive in accordance with
the manufacturer's specifications.
20. Fully encapsulate the pazapet walls with the new roofmg membrane. The
membrane will extend over the perimeter wall and will be nailed off on the face
of the nailer.
21. Seams will be overlapped a minimum of 4", cleaned with primer wash, and sealed
with 3"butyl splice seam tape according to the manufacturer's specifications.
22. Provide all new flashings to all perimeters,projections, control joints and
mechanical equipment in accordance with manufacturer's specifications.
23. We will insta1175 walk pads for this roofing project. Walk pads will be used for
wood block supports, equipment supports and for walkway azea at mechanical
equipement.
24. Provide pre-molded accessories where applicable to soil stacks and roof
projections in accordance with manufacturer's specifications.
Sheet Metal
25. Fabricate and install new galvanized continuous keeper along the face of the
building. Keeper will be mechanically fastened to the building's fa�ade.
26. Fabricate and install new 24-gauge prefinished metal edge and coping as required.
*Color to be chosen by the owner.
Tear-Down and Closeout
27. Remove all roofing related equipment from the job site area. This will include all
safety and fall protection equipment, dumpsters,biffy, and roofing materials.
28. Clean and restore the surrounding site to the original condition,this will include
sweeping any paved surfaces, and removing debris.
29. Provide complete cleanup of the work premises and provide a final job walk
through and inspection prior to issuance of warranty.
End of Specification# 1
General:
1. All work to be done in a safe professional manner complying with OSHA federal
and state regulations. _
2. Temporary tie-offs to be constructed daily to prevent any potential damage to
newly installed roof system, and building interior from wind, snow, and/or rain.
3. All permits required by the state of Minnesota and the city of Navarre will be the
responsibility of Allweather Roof.
4. This proposal includes all mechanical work that may be needed to successfully
install the new roofmg system.
- 5. TLis proposal includes installing and removing interior protection from the
underside of the work area. The protection will be hung to keep dirt,dust
and debris from coming into contact with any products.
6. This proposal does not include any snow and ice removal.
End of Section
� -
Customer: Mr. Wally Lindeman Date: September 12, 2016
Investment Summarv:
Location: Lunds&Byerlys Area of roof replacement: 6,316 Square Feet
3333 Shoreline Drive
Navarre,MN 55392
Specification#1:
New Roof System: Firestone Fully Adhered 60 Mil E.P.D.M.Roofing System with
Complete Tear-Off
Area: 6,316 Square Feet
Warranty: Manufacturer's 20 Year No Dollar Limit Warranty
OriginalInvestment: $83,357.00
End of Section
i
LLWE R00
�28� 7��6�� 9211 PLYMOUTHAVE NORTH
GOLDEN VALLEY,NNd 56427
PHONE(612)721-2545
FAX (81�721-4238
❑ � BUILDIN(3 NAME 8
❑ ❑ ADDRESS:
•
� LUNDS
0 � 3333 SHORELINE DRIVE
� NAVARRE,MN 55392
0
� PROPERTY MANAGER:
� MRS.JENIFER KENT
� • LUND FOOD HOLDINGS INC.
4100 WEST50TH STREET
� � EDINA,MN 55424
� a PHONE:(952)915-2696
FAX:(952)915-2675
DATE:
11-13-2013
RAWN BY: SCALE:
SRS N.T.S.
J ' LEGEND
� SOIL STACK
� VENT STACK
� O� � PITCH PAN
� CONE FLASHING
QSATELLITE
(� SCUPPER
• � PRIMARY DRAIN
• -� OVERFLOW DRAIN
� SKYLIGHT
o�
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❑
� ROOFING CURB
a a SLEEPERS
2 �
❑
. . �
ROOF PLAN
6,318 SQUARE FEET
DRAWING NUMBER :
75'-6" q�
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ADDRESS 3�33 5 rc/,� e r .
OWNER TELEPFjONE NO.
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DATE TIME�
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OWNER TELEPHONE NO.
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ly OOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
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W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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2 OWNERfCONTRACTOR TO MEEi YOU:_YES_NO
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INSPECTOR WILL flEfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContra on site:
Inspector�
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� �� DATE TIME \�
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CITY OF ORONO CALLED IN =� —�.—��,�
1NSPECTION NOTICE SCHEDULED
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ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �I�/ �
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� ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
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INSPECTOR WILL RETl1RN
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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inspector: �-
WhiN CopYAnsPactor's Flls C�nary CopYfSIN Noties
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/ � C� DATE TIME V
CITY OF ORONO CALLED IN � �
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Call for the next inspection 24 hours in advance. (952) 249-46��
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inspector: %� i"' ' '
White Copyllnspecto�'s Flle C�nary CopyiSfte Notice
�L� ��7`-l�
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/ DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE C SCHEDULED --�y�-y-� �
PERMfT NO.�-l'f7 C�YiL'� � COMPLETED
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
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V BEFOR!CONERING PERMANENT
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INSPECTOR WILL REfURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED_CALL TO ARRANGE ACCESS.
Cail for the next inspection 2a hours in advance. (952) 249-4600
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� �` `?, �-¢ _ _ * ' ,,,� .a'� a,� ��..w,�--� SCALE: 3/8" = 1' � �
., �� �
� � �-,�.; _ � .. � -
, � 24" �
,�� ..;r}�.
AFTER IMAGE: NOT TO SCALE EXCAVATING,BRICKAND COLUMNS BYOTHERS SIDE VIEW
BRICKTO MATCH BUILDING SCALE: 3/8" - 1'
BRICK CAP TO COMPLIMENT BRICK
EXTRA ELEMENT:XX RETAINER SIZE:NONE LIGHTING TYPE:DF TANDEM LEDS POLE QUANTITY:BY OTHER (2) SALESMAN:BOV GRUBER SR DATE: 12/2/16
# OF FACES:2 DIVIDER BAR SIZE:NONE LED COLOR:WHITf: #OF EMC FACES:NONE LOCATION:NAVARRE,MN SQ FT:
FACE MATERIAL'SEE ABOVE FRAME MATERIAL:STEEL POLE TYPE:BY OTHER (STEEL) BRAND:N/A _._
CABINET TYPE:CUSTOM STEEL FRAME PHOTO EYE:YES POLE HEIGHT:BY OTHER ADDITIONAL NOTES: DRAWN BY:RYAN UNGER SCALE:SEE ABOVE
� � TheGienlwartantsMatMesubjeclmatlertobeprintedisirotcopyrghtedbyathiNparty.ThedientalsorecognizesMa�bewusesubjecimatterdcesrathavetobearacopynghtnoficeinadertobepro�ectedbycoDY^9htlaw,absenceofsuchno0cedce5notnecessanlyassureanghttoxproduce.Thedientluriherwartanisiha�rrompynghirqOcehasbeenremovedhomanyma(enalusedinprepanngihesubjectmattertor
. reproduction.To supportthesewarranties,Me dientagreesto indemniyard hdd Scenic Sign harmless forall liabiliry,damages and auomeytees that may be ncurted in anylegal action connected with copyrght infringement invdvirg thework produced aprovided. �
1 2 3 4 5 6 7 8 9
DOUBLE SIDED, STEEL FRAMED CABINET 3'-68" � -
SKUN W/.063 ALUM., W/ TDX USLED'S. �42 7�g�
13' -
[156] ��
��2�
7'-32"
I I [871/2� � I 4'-10" g�� 5�_3��
��� [58] �8l [63]
3'-4" I � POLE 4„
�40� 8" COVER pOLE
�� � DD� � � 11 I� ���� � � [$] O.A.L.
� �� - � � �1
Amount of Signs:2 1 -6 � _ � � _ �
� Sign Area Centroid Height
I � � ,s.5oo 4.000 [18] ' I I � � I I I
I I 28.'S° 1750 SLEEVED i I i I
Average Centroid Height is:2.659
I I I I Total Combined Area(square footage)is:48.250 � I I ^�� I �
I I I I Sign Area:48250 sq ft I I I I � I I I I
I I I Number of Support Columns:2 I I I I STEEL I I I I
16�'��� I I I I CelntrodHeight 2659ftbs/sqft I I I I POLE I I I I
�LOO� I I I I SignlPenmet\r 53.000 ft I I I I ��� I
4- O.D. � � �
O.A.H. I I I I se�t�o�Mad�i�s:o.no pe��a�m� I I I � 24" I.D. I I I �
I I I I Perimeter Bending Force:43.656 Ibs/ft I I I I I I I
I I I I Schedule 40 pipe(in inches,ROUND):2.500 each column I I I I I I I I
I I � I OR 2.500 inch Steel S�UARE Tube:(0.188 inch wall),each column I I I I I I I
I I I II I I I � 18'-4" � I I
i
11'-10" � - I I - 5'-112�� I� I I -j [220] � I I
[142] � - - [71 1/2] - -� 6 �- -
I � � I I � � ' POLE I I I
! � � i i � � i O.A.L. ' I I
i I I � � I I I � I I
� � � � POLE COVERS � � � '� I � �
I � � � DONE BY OTHERS ' I I I � I I
iI I � I I I I , I I I
I I I I I I 2 � I I
�� I I � � I I I �24� � I I
I � � I I � � I POLE I
I I I � 7�_4?�� I I I I COVERS I I I
I I 8 I I I DONE BY I I I I
[88 7/8]
I � I DISTANCE BETWEEN PIPES I � � OTHERS � � � �
I � I I � I I � � I
� I � I GRADE � I I I
' �.I I; Amount of Signs:3 �.I I: �.I I:
I I Sign Area Centroid Height I I I I
� 19.500 16.000 ••' � ° '• �
• I I •• 28.750 13.500 I I.� ' I I.�•
I I� . 47.333 6.000 I I� . I I,
n , e , e ,
'I I '' Average Centroid Height is:10.296 'I I 'a 'I I ''
I I Total Combined Area(square footage)is:95.583 I I C�� I I
' V
a, :I I. , SgnArea:95.583sqft ft a • :I I. ` STEEL °a :I I. •
� „
'I I . NumberofSupportColumns:2 • .•I I . . POLE � I I •
6-6 • Steel type:new
r��� � a . I I , '. � Wind Pressure:30.000 1bs/sq ft : d .. I I ,. ' i G5�� : a .. I I .. ' ;
L SectionModulus:5.905 ercolumn V8 O.D.
I I. P I I. I I.
Schedule 40 pipe(in inches,ROUND):6.000 each , '� n
�. , � I • .� column '' a I I < . . 6�6 �.�. ' • I I . .�.
a OR 5.000 inch Steel SQUARE Tube:(0.250 inch c c
� I I°.. wall),each column e I I a; ' � I I a;
I I � I I. � I I. •
Caisson type:Circular
Base Diameter/Width:2.000 ft
.Q I I' ._ .a I I' . .a I I' ..
a �� Vert.Bearing Soil Pressure:1500 a • a �
. •.I I �. Lateral Beanng Soil Pressure:150 . •.I I ". . •I I �'.
Est.Sign Weight:2000.000 Ibs
� I I � Est.Column Weight:2000.000 Ibs/each � I I a : � I I •':
w
a Footing Depth:6.500 ft per column a a
Valid Footing Diameter:2.000 ft per column
Concrete Yards:0.713 yards per column x 2=
1.425 yards total
7'-112" 2'
[95 1/2] �24�
2'
2' CENTER OF PIPES [24]
�24� NOTE:
• FABRICATE AND INSTALL DOUBLE SIDED STEEL FRAMED CABINET, SKUN W/.063
ALUMINUM. ROUTED FACE(S) BACKED WITH ACRYLIC, W/ TDX USLED'S.
• SEE OTHER DRAWING FOR FACE GRAPHIC'S AND COLOR INFORMATION.
SALESMAN: SCALE: THIS ORIGINAL DESIGN IS THE EXCLUSIVE PROPERTY OF SCENIC SIGN CORP. ANY
BOB GRU B E R SR. �7 �' REPRODUCTION,DISTRIBUTION OR EXHIBITION OF THIS DESIGN TO ANY OTHER PARTIES,
1/2"=1'-0"
� c���c oTHER THAN EMPLOYEES OF YOUR CO OR USE OF THESE PLANS TO CONSTRUCT A SIGN
LOCATION: DATE: SIMILAR TO THE ONE EMBODIED HERE IN,IS EXPRESSLY FORBIDDEN. SHOULD SUCH
ORONO, M N. 12/2/16 S/GN CG)9�i EXHIBITION OCCUR,SCENIC SIGN IS DUE$500.00 AS COMPENSATION FOR THE TIME AND -
EFFORT IN CREATING THIS DESIGN.
FILE NAME:
LUNDS&BYERLYS-NAVARRE-PY-V2-SHOP-1.dWy PO Box 881 -St.Cloud, MN.56302 (320)252-9400 www.scenicsign.com
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
13'
[156]
�2�_2�� CUSTOM ALUM. ROOF
, 1„ [146] TO MIMIC STANDING SEAM.
8_72 ( TOP PART OF ROOF, ALREADY
[103 1/2] BUILT, IN VAN SHED. )
7'-32„ $„ �,_94.. 3,_68,.
[87 1/2] L8l [21 1/4] [42 7/8]
CABINET
1'-6"
2° [18]
��2�
� 316��
[3 7/16)
2'-5"
3'-4" 3,_���
I291
L40) �37�
4" STEEL POLES
42" O.D.
4" I.D.
5"
7'-02„ � 4„ �5�
�84 ��2� �4l POLE COVERS 8"
� 1��
12" STEEL SQUARE �87 �j2 12" STEEL FRAME I$l
TUBE FRAME � 7�_4?�� SKUN W/.063 ALUM. POLE
SKUN W/.063 ALUM. �- �gg 7/g� -� COVER
DISTANCE BETWEEN POLES
9�.
7'-112" 6" STEEL POLES �g�
[95 1/2] 68�� O.D. �,
CENTER OF POLES g�s�� �•p• [12]
SALESMAN: CALE: THIS ORIGINAI OESIGN IS THE EXCLUSIVE PROPERTY OF SCENIC SIGN CORP. ANY �H�'4�� O.A.L. FRAM E
BOB G RU BER SR. 3/4��=��-O�� �� �� REPRODUCTION,DISTRIBUTION OR EXHIBITION OF THIS DESIGN TO ANY OTHER PARTIES,
� ���,�; OTHER THAN EMPLOYEES OF YOUR CO.OR USE OF THESE PLANS TO CONSTRUCT A SIGN
LOCATION: ATE: /}� SIMILAR TO THE ONE EMBODIED HERE IN,IS EXFRESSLY FORBIDDEN. SHOULD SUCH
ORONO, M N. 12/2/16 S�GN CC/ll�i/ EXHIBITION OCCUR,SCENIC SIGN IS DUE$500.00 AS COMPENSATION FOR THE TIME AND
EFFORT IN CREATING THIS DESIGN.
FILE NAME:
LUNDS&BYERLYS-NAVARRE-PY-V2-SHOP-1.dwg PO Box 881 -St.Cloud,MN.56302 (320)252-9400 www.scenicsign.com
THIS SIGN IS INTENDED TO BE INSTA�LED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS INCLUDEfi PROPER GROUND AND BONDING OF THE SIC>N.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
(7) TDX USLED'S PER SIDE,
TOTAL OF (14) NEEDED
0
�2�_7��
1'-34�� [31]
[15 3/4] 2'-1�"
16
�� [25 7/16]
� 98.,
[9 5/8]
72„ �4��
[7 1/2l [7 3/4]
TYP 1" ANGLE OR TUBE,
FOR LED'S.
SALESMAN: CALE: THIS ORIGINAL DESIGN IS THE EXCLUSIVE PROP'cRTY OF SCENIC SIGN CORP. ANY
BOB G RU BER SR. �7 '�� .REPRODUCTION,DISTRIBUTION OR EXHIBITION OF THIS DESIGN TO ANY OTHER PARTIES,
3/4"=1'-0"
�- c���c oTHER THAN EMPLOYEES OF YOUR CO.OR USE OF THESE PLANS TO CONSTRUCT A SIGN
LOCATION: ATE: /�p SIMILAR TO THE ONE EMBODIED HERE IN,IS EXPRESSLY FORBIDDEN. SHOULD SUCH
ORONO M N. 12/2/16 S�GN CC/ll� EXHIBITION OCCUR,SCENIC SIGN IS DUE$500.00 AS COMPENSATION FOR THE TIME AND
� EFFORT IN CREATING THIS DESIGN.
FILE NAME:
LUNDSS�BYERLYS-NAVARRE-PY-V2-SHOP-1.dWg PO Box 881 -St.Cloud,MN.56302 (320)252-9400 www.scenicsign.com
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS INCLUDES pROPER GROUND AND BONDING OF THE SIGN.
PROPOSED IMPROVEMENTS BOUNDARY &TOPOGRAPHIC SURVEY FOR:
Carlson - LaVine, Inc.
�� � - - �
�
( � ;
� SHOREL/NE DRIVE
�r;�,",�;,.., , -�r�;.� ��;:;:r;�.� . :s � BUILDING DETAIL
�Tu��'��� SCALE:'1 INCM�70 FEET
-- N89'47'.35'�' 320.U0 - , - ..;. ,.;. ; , ..
/ �'– _`` '' ��` ���s��` c""�� -��'—`=���� �: .:.
� �,�;�---�- ..–�` . .�r+r.�t n. `� � � #� :` •�
,. � '• P1tOpQYL@4A�C�#RQA � _ �(`' + �
�� � � � . -.� � � ♦ s� Y� + �,� ��� N �� � .
a.`� 0 -� � /'� .�\: � �. , .- t. �
..__ � \ � - — — — �_ srowu.wur / l � '�o . •\ ;� . .� _•� 0e ,.
�'d' • / i .
\
\ ..J '.�N1,�• a�re. ��n �. � PROPOSEDBUILDING/ r;:
�— ,� O Q `- � O /�� O GJ 3h-6'!/Bin � � �.. � ..`I�. AD��TI�N
.a � '_ — �� � 9�. �. w
. � � � O ✓NtY��/� t �yb \
7 9 �" � � ! �}�
\ J c.' � - -�„ O ��;y ��► EXISTINC BUILDlNG
� �- O �� ��"'"t�Y
7 �b �
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i ti �
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� —.�— � ` �O
_ �\ , \ ,,,Q
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Y� NOTES:
��'� 11 � e� :,�. : a u,J.� r, .:i•. I ��'� \� I' :;5.� 1. n,s•m•�w n�oyoaae d�w,qe.to th.tr.s.�owtw ai sRa�uey.Nae•m•m•dtr tn.a�.a.wtkn Wan.
I �� � L��.• . :•.a 1 .•iY�� ;4 Q �M1� 0 \ r� �,� "� �•tO 2. Th�rs m�no propwW chmqN W th�Mb u�tin
��/ �— ���,I 11 .,i .r��� , ��.,.��, � \\ � / / �'.:�... '490 a. mw ae no p.opoaw d�mqu to ene aits II�tMy
��,, {� � io' 1. Th�wlt thW.&b�nmow0 w a art at thas�
$ ' ••� �' ` / \ � >�`. .l 0 WWotM YnMcvwn�nl4
� � �� � � I �`� `
w�v�iu�[nYa[R rYr � � � •
�,_p�s: � I � � lI /�� 9�" �\ �`..
� -\�'- ' :.�� a � �i
���� .. � � t %%� $�i� �
,
��� �����:. �� �:��:; � - � � , �� / .
�,, 3333 SHORELINE DRIVE � IEGEND
pll ll h� I'•:....�':'���� ' �... �� ,���%�'/ � 13 o w,���
sa� CATpI BAS1N
/ I I I I`�I, II I.': •. . �I — � �/ / �Ii`.�• l � AUTO DSPRINKLER�T,
� \ / •
I .: • _ �� � /+ �� • CATE VALVE
I I\\\�` / i ,,� � �/ �� PROPO.SED PARK/NG COUNT � HtuitnnT
�'`;�'- / /
' \\o \ � ' ��/� r 10.5 S7ANDARD SPAC£S � �������
y� \ � ,,i 1�: � �.a�,�/a'�� 5 HANDICAPPED SPAC£5 � E�Etl�c MEiFR
�\` � ari_ �U —9u _ � � � /��/� N � Hu1p1aE F
4,�\ ._��� _,_ ____�-- — --- -- � — J/ II g(� � 110 TOIAL PROPOSfD PARKING SPACES � �i
, __� � —�--- —� =�� i��1 � �„��
\�q\ ny - -_ ..--s.e—Ly=_ I 0 TRAF}lC CON7ROL BOX
��=�- — ____ ___ — __y,c_ws— -J _%j .4 I Cl UiIUT'POIE
I II
t l (— WY WIRE
I'`� � � — — — �� — —�J— �� '� \�\\ PERPENDICULAR PARKINO DETAIL 80•ANOLED PARKINO DETAIL � canwrnc�nox eox
� i �� ��_-- -- _---- ,�\t,�\�\�\��\,�\ TYPICAL TVPICAI 0 c�s Mcme
` �
II � ` � �. .. ,. ;, � \ �P�\ 0 30 60 90 � ��
� � I �� �� �� ��'�� m iRU�aNOATEp DOME
I , O�£TiNEI�D N7RE
I —s— $ANITMY SEIYER
'I `"°4--- ,�-9w�,,� .. .. ,� \ � I,\\\\ ��.���\ --rs-- SCALE IN FEET —ov—
i � � I 4 ��� � � • DENOTES FOUND IRON MONUMENT _�_ WA�u��
\ � & �, � \�� � . —c— urro�recnallo¢�crnic
1 4 / \ \ `—"20'" °9 `� O DENOTES FWND PK NAIL W/WASHER
I I � . y � �. +. y � d� !�� � ��.` F MARKED BY UCENSE N0. 43055 —�— uNooecrtouNo c�s
i / \ `` rwvwwv� 7REEI.wE
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