HomeMy WebLinkAbout2014-00489 - shed , . CITY OF ORONO * 2 0 1 4 - 0 0 4 B 9 *
' ' 2750 KELLEY PARKWAY DATE ISSUED: 06/04/2014
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRE�S : 2550 SIXTH AVE N
PIN : 28-118-23-41-0005
LEGAL DESC : WILLOW RUN
: LOT 004 BLOCK 001
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SHED> 120 SQ FT
ACTIVITY : 328-OTHER NONRESIDENTIAL BUILDINGS
VALUATION : $ 54,000.00
NOTE: SEPARATE PERMITS REQUIRED:ELECTRICAL(STATE)
1600 SF POLE BARN
OAS COVENANT REQUIRED
APPLICANT PERMIT FEE SCHEDULE 711.75
STATE SURCHARGE(VALUATION) 27.00
RAM BUILDING INC. TOTAL 738J5
10121 INDUSTRIAL DR. Payment(s)
WINSTEq MN 55395 CHECK 2262 738.75
(320)485-2844
Minnesota State License#: BUIL-171976
OWNER
RICE,EDWARD&TERESA
2550 SIXTH AVE N
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable Ciry 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 goveming 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 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
revoked at time for due cause.
/ �/ �P/ / �
Applicant e ee ignature Date Issue y Signature Date
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City of Orono
Building Permit Application �� �
for New Structures or Additions � 1
Mailing Address: Permit number: O1� � - �(� p
Q PO Box 66
� �` �Q\� Crystal Bay, MN 55323-0066 Date received: � ��
/ �
I � StreetAddress:' Received by: �
��,,`' ;,� 2750 Kelley Parkway Plan review fee: 7 Z,
� Orono, MN 55356 Q�Q� -O b�( 7
O9Ktswo�E Main: 952-259-4600 Total Fee:
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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. (P/ease print)
GENERAL INFORMATION:
Job Site Address: Z S��C: (�;�`�` c'_ l� , C'rG'�t.d Mh%
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No
!f 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/AP LICANT INFO(�MATION:
Name: Gi.�►1 �r(,c.�c�L����.l�GLL
State License# � Expiration Date:
Phone: cell office � � "
Mailing Address: �`TZ ^ y �, Cit : ` �'��LS �� ZIP: . ' � '?,�t S
Contact Person: Applicant is: Contractor Homeown ' �c���ie o�e►
..
Email and/or Fax: h : (_�,�� Z.L�-��j 3�"LS
PROPERTY OWNER IjJFORMATION:g -� �� � v ►`'f—��
Name: ��(,,�piWLlr r.� GLt�-al I��i.PS h ('�-'
Phone (day): G .. , �� � �• .�3�� �S 74:•��
Address: S � '.'� Cit : i��� ZIP: ��� �S�-
Email andbr Fax 3 5 � � �- i�� ce.�- - �
ARCHITECT/ENGINEER INFORMATION:
Name:
Phone (day):
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION: Description of project:
1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal&
Water Supply
❑ New Construction ❑ Single Family with ❑ Residence Jt���1
❑/lddition attached garage Q�Garage/Accessory Bldg. ❑ Public Sewer
[�Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Other(specify)
MCWD review 8�permits. ❑ Industrial ❑ Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify)
18202 Minnetonka Blvd °��y��-p�,:.,� '
Deephaven,MN 55391 �L,�,i n��i.kYl�I►�JZ
Phone: 952-471-0590 �" J
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ S�}-, C�C
Packet Last Updated: 04/19/2013
Page 22 of 23
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subdivision 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as
set forth in this section.
Subd. 2. Tennessen warning. An individual asked to supply private or confidential data concerning the
individual shall be informed of: (a) the purpose and intended use of the requested data within the collecting
government entity (b) whether he may refuse or is legally required to supply the requested data; (c) any known
consequence arising from his supplying or refusing to supply private or confidential data; and (d)the identity of other
persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an
individual is asked to suppty investigative data, pursuant to section 13.82, subdivision 7,to a law enforcement officer.
Subd. 3. Access to data by individual. Upon request to a responsible authority or designee, an individual
shall be informed whether the individual is the subject of stored data on individuats, and whether it is classified as
public, private or confidential. Upon further request, an individual who is the subject of stored private or public data on
individuals shall be shown the data without any charge and, if desired, shall be informed of the content and meaning
of that data. After an individual has been shown the private data and informed of its meaning, the data need not be
disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional
data on the individual has been collected or created. The responsible authority or designee shall provide copies of
the private or public data upon request by the individual subject of the data. The responsible authority or designee
may require the requesting person to pay the actual costs of making and certifying the copies.
The responsible authority or designee shall comply immediately, if possible, with any request made pursuant
to this subdivision, or within ten days of the date of the request, excluding Saturdays, Sundays and legal holidays, if
immediate compliance is not possible.
Subd. 4. Procedure when data is not accurate or complete. (a) An individual subject of the da#a may
contest the accuracy or completeness of public or private data. To exercise this right, an individual shall notify in
writing the responsible authority describing the nature of the disagreement. The responsib�e authority shall within 30
days either: (1) correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data, including recipients named by the individual; or (2) notity the individual that the
authority believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of
disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the
Administrative Procedure Act relating to contested cases. Upon receipt of an appeal by an individual, the
commissioner shall, before issuing the order and notice of the contested case hearing required by chapter 14, try to
resolve the dispute through education, conference, conciliation, or persuasion. If the parties consent, the
commissioner may refer to the matter to medication. Following these efforts, the commissioner shall dismiss the
appeal or issue the order and notice of hearing.
(b) Data on individuals that have been successfully challenged by an individual must be completed, corrected,
or destroyed by a government entity without regard to the requirements of section 138.17.
After completing, correcting, or destroying successfully challenged data, a government entity may retain a
copy of the commissioner of administration's order issued under chapter 14 or, if no order were issued, a summary of
the dispute between the parties that does not contain any particulars of the successfully challenged data.
Packet Last Updafed: 04/19/2013
Page 21 of 23
, ' ,
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= �iZ Number of bedrooms=�L�
❑Wood/Frame
b.Width(ft.)= 3 2 Number of garage stalls: ❑ Masonry
Areas in sauare feet Attached=�„ ❑ Metal
�Pole Bldg.
c.Basement= ��A Detached=��
` O ❑ ICF
d. 15`Story = ��
❑On-site Prefab
e.2nd Story= �G�
❑Off-site Prefab
f. %z Story = _� ��
❑Other(please specify):
g.Total Area= �(�
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclo ed A licable
❑ Permit A lication
0 Pro osed Buildin Plans
❑ ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ Surve meetin all re uirements
❑ �1 Stormwater Pollution Prevention Plan
❑ � Hardcover Calculation s
❑ Se tic S stem Site Evaluation Re ort
❑ � Access Permit
❑ � Wetland Buffer Im rovement Plan
❑ 0 En ineered Plans for Retainin Walls 4 feet or above
❑ fid Minnehaha Creek Watershed District Permit s
O ❑ Plan Review Fee
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
. Agrees to provide atl 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 510,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYs Signature: Date:
Owner's Signature: Date:
Packet Last Updated: 04/19/2013
Page 23 of 23
, PLAiV REVIEW CHEC�CLIST FOR NEW STRUCTURES / ADDITIONS
Address/Permit Number: ��� � � � y--� /4� � � —
Description of work: O t�� " Q �N S
Septic review by: Date Approved:
Zoning review by: Date Approved: d�� I
Building review by: Date Approved: S-� � ?-4�
Gra�ing review by: �<« � Date Approved: � /
Zoning District: ' Zoning File#: Reso#: Reso Date:
Zoning: Lot Area:� SF� Width: Lot Coverage: SF _%
Survey Submitted: �Yes 0 No Date of Survey: 5 �5'� Revised date(?l:
Pro osed Setbacks:
Front(Lake) Rear(S et) ( N S � W ) ( N S E W ) Other Buildings Wetland
Si Side
� � � � �
Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour)
Perimeter(linear feet) = 50% _ #of Stories Ok? � YES
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE:
The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION:
START WITH proposed floor(of the basement or crawl
space)and the highest point of the roof. START WITH The distance between the top of slab and
If you have a... the highest point of the roof.
If you have a...
• GABLE OR HIPPED RO . GABLE OR HIPPED ROOF(no
windows): Subtra the windows): Subtra if the distance
distance be the highest point between t ' est point of the roof
of the ro the low point of the to th point of the corresponding
SUBTRACTION corr nding gable or hipped roof SUBTRACTION e ar hipped roof
(BASED ON ROOF . BLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with
T�'PE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance
distance between the top of the between the top of the highest
highest window and the highest window and the highest point of the
point of the roof roof
• ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat,
mansard,etc):No subtraction. mansard,etc:No subtraction.
ADDITION Add the distance between the top of slab
S TRACTION SubVact the distance between the (BASED ON and the highest existing grade adjacent to
(BASED ON EXISTING basemenUcrawl space floor and the EXISTING the foundation.
GRADES) highest existlng grade adjacent to the GRADES
foundation OR 10 feet(whichever is less). EQUALS Defined building helght
EQUALS Defined buildfng height
Shoreland District MCWD Permit Received Avera e Lakeshore Setback Met? Bluff
G Yes � No � N/A � Yes No
0 Yes �No � Yes- � No �/A
Permit Number: Setback:
Stormwater Quality Existing Proposed Variance Required CUP Required
Overla District Tier Hardcover Hardcover
� ` 'n I � Yes No 0 Yes No
Iv �r Type(s): Type(s):
Updated: January 2013
v:\forms�plan review checklist 2013.docx
REMARKS (in-house):
Fees to be Char ed YES N0
�9F��L ', h � :,✓ �t : � � Fi�;t.
2'
Plan Review . , � !/� .
=State�5t��cha�ge - �
,: _ . ._
Investigation Fee
:'S�4C��'�t�lae�r�,��1"�l�nit� �
� �,� �.
Other(specify)
S uare Foota e $ er S uare Foota e
Basement X = $
1�`Floor X = $
2nd Floo� X = $
Garage X = $
Estimated Construction Value: �� Ld���
Orono Inspections Required Work Requiring Separate Permits Required State Permits
� Site � Plumbing 0 Grading/ Filling � Well
0 Hardcover Removal � Mechanical O Fire �'Electrical
�Footing 0 Septic � Water Connection
� Poured Wall G Fireplace 0 Sewer Connection
0 Foundation Survey � Masonry � Lawn Irrigation
� Radon Rock Bed � Mfg.
�raming �� Other(specify)
I sulation
As-Built Survey
�Final
0 Wetland Buffer
O Other(specify)
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access: Existing: � YES 0 NO New: O YES � NO
O FICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED
�A�S V�u��'c'd
Updated: January 2013
v:\forms�plan review checklist 2013.docx
� � �-0� RESIDENTIAL
O
ACCESSORY BUILDINGS
y�, ` www.ci.orono.mn.us
�' 952-249-4620
l�kESH���
PERMIT
A permit is required for all accessory structures. An application packet may be obtained on the City's website
(www.ci,orono.mn.us) or at the City offices.
DESIGN � p " ��
Accessory structures 120 square feet or larger located on lots of less than 2 acres must be consistent in design
and color with the principal structure (house). Garages located within the rear yard on lots that have frontage
on a lake must have windows or other ornamental, architectural features on the wall facing the street or private
roatl.
��� �,�
sizE \
Maximum Individual Accessory Maximum Allowed Total Footprint
Lot Area of All Accessory Buildings
Building Footprint
on a Pro ert '`
0.00--1.99 acres 1,000 s uare feet 2,000 s uare feet
2.00--3.00 acres 1,200 s uare feet 2,400 s uare feet
3.01--3.50 acres 1,400 s uare feet 2,800 s uare feet
3.51--4.00 acres 1,600 s uare feet 3,200 s uare feet
4.01--4.50 acres 1,800 s uare feet 3,600 s uare feet
4.51--5.00 acres 2,000 s uare feet 4,000 s uare feet
5.01--6.00 acres 2,200 square feet 4,400 square feet
6.01--7.00 acres 2,400 s uare feet 4,800 s uare feet
7.01--8.00 acres 2,600 s uare feet 5,200 s uare feet
8.01--9.00 acres 2,800 s uare feet 5,600 s uare feet
9.01 or more 3,000 s uare feet 6,000 s uare feet
*Only one accessory building may exceed 1,000 square feet.
NUMBER
Absent any other zoning requirements there is no limit on the number of accessory buildings per property.
STRUCTURAL COVERAGE/MASSING
Properties less than 2 acres in size are subject to a 15 percent structural coverage limitation. (See the
Structural Coverage information sheet.)
HARDCOVER
Properties located in Tier 1 though Tier 5 within the Stormwater Quality Overlay District are subject to
hardcover regulations. These are typically properties within 1,000 feet of lakes or 300 feet of certain creeks.
(See the Hardcover information sheet.)
Reference: CRy Code Sections 78-1279, 78-1288, 78-1404. 78- This is an information sheet. Every effort has been made to
1405, 78-1435 through 1438 insure the accuracy of the information contained herein;
however,if any information is not consistent with provisions of
January 2013 the City Code, the Code provisions will prevail.
Page 1 of 4
WELLS&SEPTIC SYSTEMS
An accessory building must be at least 3 feet (including overhangs) from a well; 20 feet from the tlrainfield and
10 feet from other parts of the septic system.
LOCATION
An accessory building must be at least 10 feet from the house (including a deck or overhang) antl 10 feet from
any other structure. It may not be placed in a drainage, utility or similar easement.
Non-lakeshore lots:
An accessory building may not be placetl closer to the street than the house. On a corner lot this requirement
applies to the narrower street frontage regardless of which frontage the front of the house faces or the address
of the house; principal building setbacks may be required. Special setbacks and approval apply to a "through
lot" (a lot with a street to both the front and back.) Contact the Planning and Zoning Department for more
information.
Setbacks for an accesso buildin of less than 750 s uare feet
Zoning District Interior Side Street Side* Garage- Other-
Rear Rear
R-1 A 10' 35' 10' S'
R-1 B 10' 15'** 10' 5'
LR-1A 10' 50' 10' S'
LR-1 B 10' 35' 10' 5'
LR-1 C or LR-1 C-1 10' 15'** 10' 5'
RR-1 A 10' 100' 10' 5'
RR-1 B 10' 50' 10' 5'
Setbacks for an accesso buildin of 750 to 1,000 s uare feet
Zonin District Interior Side Street Side* Rear
R-1A 15' 35' 15'
R-1 B 15' 15'*'` 15'
LR-1 A 15' 50' 15'
LR-1 B 15' 35' 15'
LR-1 C or LR-1 C-1 15' 15'�` 15'
RR-1 A 15' 100' 15'
RR-1 B 15' 50' 15'
Setbacks for an accesso buildin of more than 1,000 s uare feet
Zonin District Interior Side Street Side* Rear
R-1 A 30' 35' 15'
R-1 B 30' 30' 15'
LR-1 A 30' 50' 50'
LR-1 B 30' 35' 30
LR-1 C or LR-1 C-1 30' 30' 30'
RR-1A 50' 100' 100'
RR-1 B 30' 50' 50'
'This setback applies to unimproved street right-of-ways as well as to improved streets."Must be 30 feet if a detached garage with overhead door
facing the street side.
Reference: City Code Sections 78-1279, 78-1288, 78-1404. 78- This is an information sheet. Every effort has been made to
1405, 78-1435 through 1438 insure the accuracy of the information contained herein;
however,if any information is not consistent with provisions of
January 2013 the City Code, the Code provisions will prevail.
Page 2 of 4
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen
warning", we would like to inform you that your request for a permit or license from the City of Orono or
any of its departments may require you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or
license requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or
license.
3. The information may be shared with other local, state or federal agencies to the extent
necessary to process the permit or license.
4. If your requested permit or license requires Council action to approve, some info►mation
may become public.
5. You have certain rights under Minnesota State Statute 13.04 (see following page) to
review private data on yourself.
6. Your full name is required to process this application or permit.
-L�/�-��� �LL� ��_ J�- 'C�-
First Middle Last
Z S S 0 � �2. �
Add ress
0 � a� M � 5S3 S� t��2�3 � 3���s
City State Zip Phone
I under d my rights as stated above.
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Packet Last Updated: 04/19/2013
Page 20 of 23
Minnesota State Energy Code Calculations and Mechanical Code Requirements Form
Additional copies can be found by going to: http://www.dli.mn.gov/CCLD/PDF/sbc 1322 cert.pdf
':'V'1101.$Cert%ficace
s�td��?��Co��, Dat�e• Sit+�Addr�ss:
Car�tractor Name: LicQnse Number.
tocat�svn Type o Insta Type Location Size
Insxtfafto�nr R-Va/ue
M eu A�r
R+oo CeI��
Com ustion AIr
Wat1s
Water Heati
tab- -G de
^`� � �y.
Floor
� Duc�s Utrtsid+e n#Canditio�ned
rn�or, ar or L[r�eaC�Ovf R-V�tte
F�t ti�an 1!lfail ��
le�rior,Exts�roror,ar trwe��l �;:
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Fen�est+ratiron , Radwi Con
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Meati 5 en�
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Packet Last Updated: 04/19/2013
Page 19 of 23
�1 , � I�� ��� ..
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Aaron J.Nalberg,P.E. u��Q��� aaron�halbergengineering.com
10335N Duffy Road � ; � � �� Ph: (866� 694-8602
HAYWARD WI 54843 " ENGIN�ERING�;��C Fax: (866) 391-0916
Specialists in Post Frame Engineering
www.halbergenqineerina.com
November 20,2013
For: RAM Buildings,Inc.
Craig Jackson,General Manager
PO Box 660
Winsted MN 55395
Subject: Posi Frame Fuoting Design Schedule—2,500 psf Allowable Vertical Pressure
Background: ItAM Buildings desires a technical basis for footing sizes in 2500psf soil conditions to use for multiple building
sizes and configurations since they build Post Frame buildings in multiple locations based on a very similar design
concept Crom project to project. There is no tabular data in the model building codes suitable for Post Frame
constniction(isolated shallow posts).
RAM Buildings and the engineer acknowledge that acceptance of this analysis for any perticular project is up to the
discretion ofthe Building Ofticial. Halberg Engineering specializes in Post Frame Engineering and Aaron Halberg
has develop�this information based on latest industry information and the current building codes and standards.
This analysis is deemed snitable for buiiding sitcs where it is reasonable to presume safe soil bearing pressure is at
least 2,500 Ibs per sq.ft.(ps�
Conditions and/or assumptions in this analysis:
Base soit pressure presumed to be 2,SOOpsf
Ram Buildings typical post frame building loads apply: .
D 35psf Top Chord Live Load
D +Spsf Top Chord Dead Load
➢ +�nsf Bottom Chord Dead Load
➢ = 45a�fTntsll.n�d
➢ 6 feet or 8 feet spacing between sidewall columns,with cicar span ttuss spacing matching the c:olumn spacing.
D 4 feet post embedment depth from Top of Finished Floor to Top of Footing(see diagram)
Pre-cast Plain Concrete footings(f,'���y�=4,000 psi).
Optiona!use of Dry Mix at the base of the hole supporting a precast concrete footing is presented as an option to maximize
tho allowable load for a given post hole size with minimum sVength required of the dry mix itself. Use of the Dry Mix is
based on successful industry experience and technical research documented in ASABE paper#034003 titled"In-Situ •
_Hydration of a Dry Con�ret�1Gtix".
RAM Maxtmum Span for each footin Column/Truss s acin
Concrete Footin Solution: 6 feet 8 feet
16"�x 4"Precast 40' 44' 29' 33'y
16"�x 4"Precast on 40f►of Dry Mix(18"�hole 54'(58') 4tY(44'j;
20"�x 6"Precast 70'(74' S1'{55')
20"�x 6"Precast on 120#of Dry Mix(24"{6 hole) 106'(110') 78'(82')
The maximum clear span building is shown for each footing condition assuming a 2'building overhang. If there is no
f � � � � overhang(just a drip edge),the larger number in parenthesls may be used.
� ���' � � � This e �neeri aw sis is intended to be uscd
���� � �d f�t 1�1N• ^9 n9 �Y
�'�p/�� for multiple buiiding pro jects by Ram Bulidings
� Inc.subject to the conditions listed ubove but
��� �...... not beyond the expirotion of my current
,� �r�ov 2s 2o1a enginuring license term:June 30,2014 "
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� Prepared By:
° Kevin Johnson
` Lindemeier Heatin�And Cooling
' 38 W.Main St.
� Waconia,MN 55387 �
' 952-442-2417
� ? Thursday,May 15,2014
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' Rhvac is an ACCA approv�ci Manual J and Manual D computer prog�am.
� Galculatians are perfo�rnec�per ACCA Manual J 8th Edition,V�rsion 2, and ACCA Manuai D.
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P�1�T��� �t Ram Buiiding For Tess Rice
Designed By: Ram Buiidings
Project Date: ! Thursday, May 15, 2014 �
Client Name: � Ram Builtiings ,
Company Narr�: ; lindemeier Heating And Cooling �
Company Representative:� Kevin Johnson
� Campany Address: � 38 W. Main St. �
' Company City: ' Waconis�, MIN 55387 �
Company Phone: � 952-442-24�7 �
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� Reference City Minneapolis, Minnesota
' Building Orientation: Front door faces North
; Daily Temperature Range:? Medium
�` Latitude: 44 Degr�es
Elevation::_ 834 ft. ;
� Altitude Factor: ; 0.970
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O�tdoor Outdoor Outdoor Indoor Indoar Grains �
�9ulb Wet Bu�b t�l.� et.Num Ib pliference
Wirtter: ; -12 -12.38 80% n/a 70 n/a
; Summer. : 89 73 47% 5096 75 34
� .d�°� ���; ����;;� 6�����' ..,a: ,f�: �
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� Total Building SuPP�Y CF � 830 {✓ � CFM Per Square ft.; � p.541tr ;i
Square ft. of Room Area: � 1,536 Square ft. Per Ton: g�g
Volume(ft')of Gond. Spa . 21,5Q4
� � . , �. � � �.: � �
Total Heating Required In _uding Ventilation Air. 62,027 Btuh� 62.027 MBH � �
Total Sensible Gain: 17,fi74 Btuh 88 % j
Total Latent Gain: € 2,459 Biuh 12 �o i
Total Cooling Required In�uding Ventilation Air. 20,133 Btuh 1.68 Tons(Sased On Sensible+Latent) �
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� Rhvac is an ACCA approv Manual J and A�anual�D�computer pragram. �
Calculations are perfo per ACCA Manual J 8th Edition,Version 2,and AGCA Manual D.
All computed results�re timates as building use and weathe�may vary. �
Be sure to se{ect a unit th meets both sensible and lateni loads according to the manufacture�'s performance data at
� your design conditions. ;
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Winter. � -12 -12.38 � 8096 nla 70
! Summer. 89 73 47% �/�
r 50°/a 75 33.64
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i CelCuiate: ' No Runouts
� � No
; Use Sct�edule: Yes Yes �
, � Roughness F�ctar. 1 0.00300 0.01000
# ;: Pressure Qrop: � 0.100Q in.wg./100 ft. 0.1 Q00 in.wg./100 ft. ;
Minimum Velacity: I 850 ft./min 4S0 ftJmin j
Maximum Veh�ci'ty: � 900 ft./min 750 ft./min �
A4inimum i�ight: k � in. 0 in.
Maximum Heigh� k 0 in. 0 in. �
�� ,.- _ ,�•a.. �.:i�.5m. � ��%�4u �;�'�e'2��Ytb�;'�h �.t'- i�' . 4$� ��+:,'-t ;9�i`� Y�
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Infiftration � �� mm � �;
���� 0.590 AClhr 0.310 AC/hr
� 211 CFM 1 i 1 CFM
, infiltration ActuaL• , _ 0.590 AC/hr 0,310 AC/hr _ _
� Above Grade Volume: : X 21.504 Cu.ft. X 21.5p�4 Cu.tt.
` 12,687 Cu.ft.ihr 6,666 Cu.ft./hr
E ,�, 0•4167 X 0 Q1g7
� Total Building Inflitr�tion: � 211 CFM 111 CFM �
� Total Building Ventilation: 0 CFM 0 CfM �
;
---S�stem 1--- T �
Infiltrat►on&,V�n�piation Se�nsible Gain Mu�iplier: 14.94 = {1.10 X 0.97Q X 14,00 Summer Temp. Difference) !
Infiltca�qon&1!'entilation y nt Cain Mul#iplier. 22.13 = (0.88 X 0.970 X 33,54 Grains Diffeeencej '
Inf'U�tion&Ventiiation sible Loss Mu�iplier. 87.51 = {1.10 X 0.97Q X 82.00 Winter Temp. Diflerence) I
Winter Infiltration Specfi : t}.590 AC/hr(211 CFM), Constructian: Semi-Loose i
� Summer Infiltra�ion Spec' , : 0.310 AC/hr(911 CFM}, Construction: Semi-�oose
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Tot�l E�;ti� �� .m� Loads
2A-b-o:Giazing-�uble low-e(e=0.60), operable 12$ 6,612 0 8,428 ' 8,42�� i
; window,meta}frame 'th break, u-value 0.63, SHGC
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0.61. �
�� 41d�Q�C+�'q�.� Core 189 9,299 0 2,835 2,835 �
'�2���+'���,�a+9,R- insu�n in 2 x 6 stud 1923 1Q722 0 1,36f) 1,360 '
+ca�itY�r�•b�insu , br�ck finish,wood studs
16A-30: Ra�flCeiling-Un Attic with Insulation on Attic 1536 4,030 0 3,391 3,391 �
� Floor(a�so us�for Walls and Partition
�� C�ir���°EMv�nted '�, No Rad�nt Barrier,Any
�- �= r�t,�Ar►y � ��Col�r, R-30 insulation
22fi.�. Fla�'�iab on , Mo�izontal board insutstion 160 12,858 0 0 0
e�e�ds 4'under s�, t�flaor cover, R-5 insulation,
—Aa�sive,-ii�it dry soil �
3u ���" ft�t'=�U+cture: � _ __ �3�521 �.__ � 16�,014 16,014 �
Peo�e: � � � o
Equiprnent: � � 0
Lighting: � 0 0 n 0
Ductwortc: � 0
�r�fi�tratiqr�: Wirat�r CFM:2�1,Summer CFM: 111 � 0 0 p
18,506 2,459 1,66Q 4,119
�Yetit�a�WinterCFM: S�mmer C�M: 0 0 0 0 0 �
� T�`�����To� 62,027 2,459 17,674 ` 20,133
� � ,_ � ,��,n;�� � : �
�� _� P �� ., - � � �����.��� ���..��,h, � _� ,
TatatBui • ��,�u�ly CF� : 830 CFM Per Square ft.. � � � ��� � ��� ;
�5��� . �tt�om Area; � 0.541
�° Square ft. Per Ton: g�g
`«ry Voi�tr� f,�r�t�. ,536
F' � � �� : : 21,504 ,
,
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Tct�i 1��8 red I ng Ventilation Air: 62,027 Btuh 62.027 M8H
Total Sens�le Gain: � 17,674 Btuh $g �,
T�� .�: 2,459 Btuh 12 96 �
! TotsFCooHn��quire�i l u�ng Ventllation Air. 2C1,133 Btuh 1.68 Tons(Bas�On Sensible+Latent) �
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RhvaQ is an ACCA app Nlanua!J and Manual Q c;omputer program.
Calculations are perform per ACCA Manual J 8th Edition,Version 2, and ACCA AAanual D.
i All compt�ted t�rsulks are e timates a�building use and weather may vary.
Be sure to select a unit th meets I�sensibie and fatent laads accarding to the manufacturer"s performance data at
your design� 'tions.
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ll3et�il�Room L ds • Room 1 - Gara e Avera e Load Procedure
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Calcul�tion�: Htg. &clg. Qc�urrenr,�s: , x 1
I Room Length: 48.0 ft. System Number: �
� Room Width: 32.0 ft. Zone Number; � ;
' �a� � 1,536.0 sq.ft. Suppiy Air: 830 CFM
� .�i1in�#�tt: � 14.0 ft. Supply Air Changes: 2.3 AC/hr
�' Vol�: ' 21,504A cu.ft. Req.Vent. Cig: 0 CFM
Num1�r of R�Esters: � 8 Actual Win#er Vent.: 0 CFM
Runout Air. � 0 CFM Percent of Supply.: p o�
�� � � Actuai Summe�Vent.: 0 CFM
���:�_ � � Percent of SuRR�Y� 0 96 �
�;- � Actual Winter Infil.: 211 CFM �
' � ' � Actuai Summe�Infil.: 111 CFAA
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N-Walt-'f�E���bNii 32 X 14 448 0.068 5.6 2,498 0.7 0 317
E Wa1�1 Z�'-�v 4$X 14 608 0.068 5.6 3,390 0.7 0 43Q
S-Wall-12�-�W 32 X 14 259 0.068 5.6 1,444 0.7 0 183
W-1Afail-l2E-t9bw�4$X 14 608 d.t)68 5.6 3,390 0.7 0 430
S-Door-11J 3 X 7 21 0.600 49.2 1,033 15.0 0 315
S-Door-11J 14 X 12 � 168 0.600 49.2 8,266 15.0 0 2,520
E-G#�-2A-ta-o StrgC-0.61 0 S 32 Cl.630 51.7 1,653 65.8 0 2,107
E-Gt�-2A-t�=�3��-Q,�1 0 $,� „ 32 �0'.630 51.7 1,653 65.8 � 0 2,107
� W'a�"�►'� „ :� � � � � 32 0.630 51.7 1,6a"3 85.8 0 2,107
��``�������.�"� � � 32 0.830 51.7� � 1,653 65.8 Q 2,107
� UP-f�il-18q-30 48 X 32 1536 0.032 2.6 4,030 2.2 0 3,391
�:x F� �it..Pe�'. � 160 0.980 80.4 12 858 0.0 0 0_ I
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`� Sua��#pt^.�t�re: _. 43,521 0 16,014 �
ri= 1nRl.:lA�in.:21'k.� .: 11 .t 2 240 -_- 8.262 18,5� Q.741 2,459 1,860
Room Totais: 62,027 2,459 17,674
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____ ___ _ _ __ __ _ _ _ _
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CITY OF ORONO CALLED IN ��
INSPECTION NO E SCHEDULED �- �
PERMIT NO J� 9 COMPLETED
ADDRESS ��JJ�� /1��
OWNER TELEPHONE NO. J�� �� 353�
CONTRACTOR
� DESCRIPTION r " �'��'`-"`C-'
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� ❑ FOOTtNG ❑ PLUMBING FIN L ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOFiEMIETLANDS
y �FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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❑CORRECT WORK&PROCEED ❑ ISSUE CERT�FICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR W{LL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
inspection 24 hours in advance. (g52) 249-4600
O o ctor on site•
Inspecto . •--
White Copyllnspector's File Canary CopylSfte Notice
�—/ .� DATE TIME v
CITY OF ORONO CALLED IN �'- -��
INSPECTION NOTIC _� g� SCHEDULED - '"
PERMIT NO. COMPLETED
ADDRESS d ` �
OWNER T L HONE NO�� s� �
CONTRACTOR
� DESCRIPTION ' ��
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� �FOOTING ❑ PLUMBING IN ❑ EXCAV R DING/FILLING
y ❑ POURED WALL ❑ MECHANICAL I � LAKE RE/WETLANDS
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 01NNERlCONTFiACTOR TO MEET YOU:_YES_NO
� COMMENTS: S�l?�S ^�
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To: Finance Department
Fr+om: Christine Mattson, Planning Assistant
CC: Street File
Date: November 24, 2014
G/L: 101-22205
Re: Escrow Refund
� Building Permit #201400489 pertaining to 2550 Sixth Avenue North is complete. Please
refund $2,500 to the property owner, Ed &Tess Rice.
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Ed 8�Tess Rice
� 2550 Sixth Avenue
Long Lake, MN 55356
w:�street files\sixth avenue12550�escrow refund for 201400489.doac
t �
BUILDING PERMIT ESCROW,PG`{REEJI(I�N��
Orono Building Permit# Z�1� ��
AGREEMENT made this 22 day of a- , 20� by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City")and `�'^� WGU'c� �t c.4_ ("Owners").
Recitals
.��1. t ,�A buildi g permit application has been filed fora I�i �dc t'htiL1 locate at p
'lP "i��e ("Subject Prorerty"), legally described as � ��01�U t'�V y1
Hennepin County Minnesota.
2. Owner requests the Eity to review this application.
3. The City will commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to
reimburse the City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for atl out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal
consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the
Owners would be responsible for under a building permit application. The escrow will also guarantee
reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in
accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.
The fin�ncial security may also be used by the City to eliminate any hazardous conditions associated with the
work and to repair any damage to public property or infrastructure that is cau e� ��b,y�the�wo��c ncluding planning,
engineering, or legal consultant review) associated with building permit #�A�-k �tAVb��{ compliance with
the approved building permit is not accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment
to the Gity within the timeframe outlined in#3 above, shall issue a Stop Wark Order until the Owners pay all expenses
invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to
reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Batance on deposit in the escrow, if any, shall be returned to the
Owners when the review has beepcompleted and written notification is received from the Owneps requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY: CITY OF ORONO OWN .
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" � �� CITY OF ORONO * Z 0 1 4 - 0 0 4 8 8 *
2750 KELLEY PARKWAY DATE ISSUED: 05/2U2014
ORONO, MN 55356-
(952 249-4600 FAX: 952 249-4616
ADDRESS : 2550 SIXTH AVE N
PIN : 28-118-23-41-0005
LEGAL DESC : WILLOW RUN
: LOT 004 BLOCK 001
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT _
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: TIED TO BUILDING PERMIT 2014-0048a
APPLICANT ESCROW FEE-BUILDING 2,500.00
TOTAL 2,500.00
RICE,EDWARD&TERESA Payment(s)
2550 SIXTH AVE N CHECK 2259 2,500.00
LONG LAKE,MN 55356-
OWNER
R10E,EDWARD&TERESA
2550 SIXTH AVE N
LONG LAKE,MN 55356-
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 goveming 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 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at �m for due caus
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Applicant Permitee Signature Date Issued By Sig re /r�� Date
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Add Nw/ D�Nq
Christine Mattson
From: Tess Rice [TESSR@Minnbankers.com]
Sent: Monday, November 17, 2014 10:11 AM
To: Christine Mattson
Subject: FW: Escrow
Could you let me know if you received my email?
From:Tess Rice
Sent:Wednesday,October 29,2014 8:59 AM
To: 'cmattson@ci.orono.mn.us'
Subject: Escrow
Hi,Christine. Can you update me on the status of the escrow deposit we made with the city when we had our barn
built. I think everything has been finalized with the project.
Teresa Rice
2550 County Rd 6
Orono, MN 55356
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