HomeMy WebLinkAbout2015-00484 - new structure , � � , CITY OF ORONO * Z 0 1 5 - 0 0 4 8 4 *
2750 KELLEY PARKWAY DATE ISSUED: 06/OU2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 945 FOREST ARMS LA
PIN : 07-117-23-12-0019
LEGAL DESC : FOREST ARMS COUNTRY CLUB ADDN
: LOT 000 BLOCK 002
PERM[T TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTIOPT TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 325,682.00
NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION,
LANDSCAPING, WELL(STATE),ELECTRICAL(STATE) ,�'�
/ '" ' �'
NOTE: PRIOR TO THE START OF FRAMING AN AS- ILT F,OU�iDATI�N SURVEY MUST BE SUBMITTED AND APPROVED BY THE
CITY OR A STOP WORK ORDER WILL BE ISSUED: ITIAI/: ,
, /--
NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF �C-I�PANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND
APPLICANT PERMIT EEE SCHEDULE 2,533.39
PLAN REVIEW 36.85
M&M HOME CONTRACTORS STATE SURCHARGE(VALUATION) 162.84
PO BOX 90 TOTAL 2,733.08
COLOGNE, MN 55322-
(612)797-3720 Payment(s)
Minnesota State License#: BUIL-BC560376 CREDIT CARD 1137 2,733.08
OWNER
EATON, BOB&JENNIFER
2721 COMSTOCK LA N
PLYMOUTH, MN 55447-
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 permi[is for only the work described and does
not grant permission for additional or related work which requires sepazate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or no[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 l80 days at any time after work has commenced.
pplicant is respons�l or assurit�all required inspections are
re ue ed in c fo anc ith th St��e Buil g Code.This permit may be
revoke a y�me ,or d�� aus�~� �
��� � ' �_ � � /
� ,1', � � � a �� � � / �ls
,
plicant ermitee Sign&tur ����� � Date i " [ssue y Signature Date
�L�4N RE�tE1IV CHECKLIST FOR IVE1lIS S�'RllC�'��ES / �DDITIONS
Acidress: �`�"� � �� �� Permit No.: ���— �
Description of work: �, � �E'��✓ Date f�ec'd: _`$���`��
Septic review by: � )-Q,� ��� Qate Approved: �''�"�
Zoning review by: Date Approved:�� '.J�' • �'�,�
Building review by: �ate Approved: -���'�' ���
Grading review t��: � Date Approved: � ��� ��
Zoning District: � '° �: Zoning File#: Reso#: Reso Dat�:
Zoning: Lot Area: �O SF/AC Width: Lot Coverage ` �X° � � �
��:� /�
Sunrey �ubmitted: �es C3 No E�afie csf Survey: �-°���� Revised date(�)•
Proposed Setbacks:
0 9�
Front �ceJ� Rear(3treetJ'� �� S E W �j ( N �S E W ) Other Buildings Wetland
Side `Side
� � �� ��r � 6
j L
Defined Height: � Peak Height:_ � - � FFE: FFE minus 6 feet= (Existing Contour
��
f Perimeter(linear feet) = 50% = L.F. below grade #of Stories �_-_
FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUMDATION:
The distance between the lowest proposed The distance between the top of
START WITH floor(of the basement or crawl space)and START WITH slab and the highest point of the
the highest point of the roof. roof.
If you have a... If you have a...
• GABLE OR HIPPED ROOF
• GABLE OR HIPPED ROOF(no (no windows): Subtract half
windows): Subtract half the distance the distance between the
between the highest point of the roof highest point of the roof to
to the low point of the corresponding the low point of the
SUBTRACTION gable or hipped roof
corresponding gable or
(BASEO ON . GABLE OR HIPPED ROOF(with SUBTRACTION hipped roof
ROOF TYPE) windows): Subtract half the distance {BASED ON • GABLE OR HIPPED ROOF
between the top of the highest ROOF TYPE) (with windows): Subtract
window and the highest point of the half the distance between
roof the top of the highest
• ALL OTHER ROOF TYPES(flat, window and the highest
mansard,etc):No subtraction. point of the roof
• ALL OTHER ROOF TYPES
SUBTRACTION Subtract the distance between the (flat,mansard,etc):No
�,. -,1'� , (BASED ON basement/crawl space floor and the subtraction.
1� EXISTING highest existing grade adjacent to the ADDITION Add the distance between the top
GRADES) foundation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing
EQUALS Defined buifding height EXISTING grade adjacent to the foundation.
Z � GRADES
— EQUALS De£ned building height
�:
:-
s Shoreland DBstrict MCWD Permit Average Lakeshore Setback g�uff
Met?
Permit Number: �� � � � � Yes 0 No /A 0 Yes No
�es Q No
0 N/R—see attached Setback:
Stormwater Quality Proposed
Overfa District ��isting Hardcover
Y o Hardcover Variance Required CUP Required
Tier circle one (�o and sfl %and s
� `�.��� ' ��_� � Yes No Q Yes ,No
1 � 2) 3 4 5 ������ Type(s): Type(S);
� ��;i:!. _ j
Updated: January 2015
z:\forms\plan review checklist 2015.docx
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REMARKS (in-house):
Fees to be Char ed YES NO
Permit
Pian Review
State Surcharc�e
lr�vestigation Fee
SAC-t�umt�er of S/�aC Ur�its ���rt1 �/2�'
Other(specify) �T` �7b f� �?-��—
S uare Foota e $ per S uare Foota e
Basement X - $
15i Floor X = $
2nd Floor X - $
Garage X - $
� Estimated Construction Value: $ ��-�¢�'4��• C��
Orono Inspections 12equirec! 1�ork Requiring Separate Rermits Requirec� State Permits
C1 Site Plumbing 0 Grading / Filling � Well
�'•' 0 Silt Fence/ Erosion Control Mechanical � Fire � Electrical
❑ Hardcover Removal � Septic � Water Connection
�Footing �Fireplace � Sewer Connection
a �Poured Wall ❑ Masonry �Lawn Irrigation
�" Founciation Survey �Mfg. �Landscaping
� Foundation Waterproofing 0 Other(specify)
� �'Radon Rock Bed
�
� �' Framing
�` Insulation
" �'As-�uilt Survey
��.
" �Final
� 0 Other(specify)
REIV{ARKS (in-house):
�`
�
�. Other Reviev�: Revie�nred b��: Qate Approved:
� acce�s: Existing: ❑ YES C:� NO New: Q YES � NO
�`
� QFFICIAL REIIAP�RKS-TO BE NOTE� ON PERMIT /OND INiT�ALLED
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g Updated: January 2015
z:\forms\plan review checklist 2015.docx
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A ,ro.. .�>'t�_.x .f,.., s �.,,F'.'',�,,..ra. �^.'t, s . ,z �.-�._r A, .. :+.,.�S.b:. .s�m;.xa.x.?r.. .:��::."$..,ft ._:i•'+i.. � i.��.. a,.:�. ?^��,.>:,ew.s,::
Cit of Orono � a �
y � � � �
Building Permit Application °��
for New Structures or Additions
Mailing Address:
A,. PO Box 66 Permit number: /,�j���� b'
�O`VQ Crystal Bay, MN 55323-0066 � Date receiv�d: 7'i��—/�
�, ;.�
StreetAddress:' � ��Y�
2750 Kelley Parkway
5��, � Plan review fee: � � , •
c? Orono, MN 55356
lqKf5H0�� Main: 952-249-4600 Tota ee: �� �'
Fax: 952-249-4616 www.ci.orono.mn.us o�0/�
This application form must be completed in full and all required information must be submitted. 0/97
Incomplete applications will be returned. (Please print)'',,,,p"
GENERAL INFORMATION: w�� �� 0��(�,�9,n�—�p�c,�C�
Job Site Address: ��� �� ��t �����`��,fi ���'1. 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 approva160 days prior to the event. Shuttle bus servic w be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: )t,V 'a �1�� ���:��lu ('�1� 11�}(�cC-i�C`.r-'—:� L��ZC�
State License# ��C. ���,'�l�c� Expiration Date:
Phone: (cell) �t�� J�J�� �����7Za (office) �C�� ���-1 �� 3 C�
Mailing Address: ? �,.� ct0 Cit : �� ��= �� ZIP: �j���_�-:
Contact Person: 1�1'1��R j Applicant is: ntractor / Homeowner (Circle One)
Email and/or Fax: ;i'�(`1-, T Z�f�i( ��(1M�ruU�( ' •C �`Y�
PROPERTY OWNER IN�ORMATION:
Name: F�� l ; ;�, �_�'11(l1�CQ- �i`Cl�(.'Y�
Phone (day): -�� '� • �`��'4
Address: ,�1� \ �C��'�nS Lrl �v Cit : ( �rYl�i:;�.�-C`�4� ZIP: 4`'j��L� �
Email and/or Fax ' ' P 6�1 r rv �-,
`� �
ARCHITECT/ENGINEER INFORMATION: � O C �La'I�O
Name:
Phone (day):
Address: City: ZI P:
Email and/or Fax:
PROJECT INFORMATION: Description of project:
1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal&
Water Supply
�-�Vew Construction �Single Family with ❑Accessory Bldg./Garage
❑Addition ��attached garage ❑ Deck .�] Public Sewer
❑Accessory Building ❑ Single Family with ❑ Office/Commercial ��'
❑ Relocation detached garage �esidence ❑ Private Sewer
❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Storage
MCWD review&permits. ❑ Industrial ❑Warehouse Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(SpeCify)
15320 Minnetonka Blvd
Minnetonka,MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ �,�� ���� v�
Packet Last Updated: January 2015
Paae 20
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= �� � C'�� Number of bedrooms= �
�Wood/Frame
b.Width(ft.)= y�� �-�� Number of garage stalls: Masonry
Areas in sauare feet Attached= ✓ ❑ Metal
��� ❑ Pole Bldg.
c. Basement= Detached = ❑ ICF
d. 15`Story = ���
❑ On-site Prefab
e.2"d Story=
❑Off-site Prefab
f. Y�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
Enclosed A licable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
..� ❑ Com leted A lication Form
p'` ❑ 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
❑ ❑ Surve —2 full size,to scale meetin ALL surve re uirements
❑ ❑ Hardcover Calculations
❑ Se tic S stem Certification
❑ Minnehaha Creek Watershed District(MCW D)Permit or
Documentation from MCWD statin no ermit is re uired
❑ O Landsca e Walls and/or Retainin Wall Plans
❑ ❑ Stormwater Pollution Prevention Plan SWPPP
❑ ❑ Access Permit
❑ ❑ Data Privac Adviso 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 ens��ompletio�of the -by�ilt survey and all site improvements.
�,
ApplicanYs Signature: Date: �I�-L' ��
Owner's Signature: �—�=-%� �--� Date: �� ( 2 �����
Packet Last Updated.• January 2015
O.�iv�7�
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 information 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.
�
.
J�C��1 i'���-Fc,� l� , �'1�-� S
First Middle Last
(.- ���� l�l�-� t?
Address
C` C �; '3.�- q53� �`�� -�� � i
City State Zip Phone
. 1 C`,
I unde �n m ri t s o .
\ Signat re '
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Packet Last Updated: January 2015
Page 7
Christine Mattson
From: Christine Mattson
Sent: Wednesday, May 13, 2015 3:05 PM
To: 'Elizabeth Brown'
Cc: Lyle Oman; Melanie Curtis; Jeremy Barnhart
Subject: 945 Forest Arms Lane/#2015-00484
Hi Beth,
The property addressed 945 Forest Arms Lane submitted a proposed addition/remodel and now have changed their
plans to a tear down and rebuild. The MCWD issued permit#15-056 for an addition. Before I issue the permit I want to
make sure you have what you need. Have you received any updated plans?
Talk to you tomorrow.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono ' MN 55356 (physical addressJ
PO Box 66 ; Crystal Bay ; MN '; 55323-0066 (mailing addressJ
� 952.249.4620 ' � 952.249.4616
� cmattson@ci.orono.mn.us ' � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
PLEASE NOTE: Summer Office Hours start Monday, May 18,2015
Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am
OUR OFFICE W/LL BE CLOSED: Monday, May 25, 2015 (Memorial Day)
�
Christine Mattson
From: Christine Mattson
Sent: Monday, May 11, 2015 8:36 AM
To: 'Mike Fritz'; 'Jennifer Storms'
Cc: 'jjeaton1@comcast.net'; 'dan@cssurvey.neY; Melanie Curtis; Lyle Oman
Subject: 945 Forest Arms Lane/#2015-00484
Attachments: escrow agreement.pdf
Mike,
Our engineer has reviewed the survey dated 4-23-2015 and has the following comments:
1. Site plan depicts retaining walls on the south west corner of the home. Top and bottom wall heights are not
depicted as required by city survey standards. Based on the associated terrain elevations the top wail appears
to exceed 4 feet and taken as a set the two walls appear to exceed 6 feet. Walls 4' or greater in height must be
designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of
the permit. Walls less than 2x the height of the upper wall apart shall be considered one wall.
2. As depicted the proposed driveway would shed any runoff onto the road way. The driveway must be
constructed in a way to direct water to either side prior to reaching the roadway.
3. The erosion control measures depicted do not appear to provide adequate coverage for the front of the
proposed house. The silt fence or other control mechanism should be planned for that section as well.
Please update the site plan to address our engineers comments and submit two,full-size site plans for our review.
Also attached is an updated escrow agreement. Please have the property owner sign the updated agreement and
return. No additional escrow money is needed at this time.
If you have any questions, please don't hesitate to contact me.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ
PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ
'�' 952.249.4620 � � 952.249.4616
� cmattson@ci.orono.mn.us � �1 www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
PLEASE NOTE: Summer Office Hours start Monday, May 18,2015
Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday, May 25, 2015 (Memoria/DayJ
1
Permit A�plication: 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 a�.plication will NOT be
accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on
application submittal requirements.
Completed Application
\
�
Plan Review Fee Paid
Signed Escrow Agreement & Escrow Payment
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
� co of MCWD permits (or documentation from the MCWD stating
the p oposed project do,es not trigger their permitting
requi . �ts . 'I " i� �t the MCWD at 952-471-0590
.r gar�in �� i r'
Signed by: �
Address: �ti� -(=c�-pS-i 1��r���� L,--�
Permit #: ��- (���
Packet Last Updated: January 2015
Page 2
� � � or �
City of Orono
�oNo� Hardcover Calculation Worksheet
��`��� Property Address: �s;,'�'_ ''t,,,n, , � ti�r ,,
y t;',,i_ ; E � � .,
�
`'*e<N�aE�� Prepared by: t � , Date: ,_; -
1 lin�c�:-+7,�.)L� �-1�a��, ���x��v�t;�1� �_i-r.,� � . � l�,
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: PROPOSED HARDCOVER
In the following table, identify all items of proposed hardcover on the property, keyed by letter to
Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are
intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify
any features by letter which are split at the 75' setback line and calculate hardcover square footage
se aratel for each ortion.
Key to Hardcover Item(Describe) Length x Width Total
Surve (Square Feet)
Exam le Gara e 24'x 30' 720 S.F.
A l,c .t <._c . %'�;5!,c S.F.
B ' rli t.. ' ' S.F.
C i "�"• S.F.
p �. i o.:; S.F.
E � ",� S.F.
p �.., ( i 10 S.F.
G v,t,.l e:: s=��: S.F.
H S.F.
I S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Pro osed Hardcover ' S.F.
Excludable Hardcover See Ci Code Sec 78-1684:
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover S.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 � G L S.F.
4 Total Lot Area '�'���!'�S.F.
Proposed Hardcover Percentage [(3)=(4)] ��� �r %
This is an information packet regarding Hardcovec Every effort has been made to insure the accuracy of the information contained
herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail.
Page 9 of 9
�� � Z�o �
� 13(ol °70
����� ����
City of Orono
�oNo Hardcover Calculation Worksheet
,�j � Pro e Address: c� � �,.,r ,�„�
P rtY �f� �`�T��� �'n'15 ¢
GKESXO�6` Prepared by: �;�j��.1a�'s':'x��a...:.��:i�,:��'z.� ....�.�"�, Date: Z'.�,�?_�S"
� ;r
Stormwater Quality Overlay District Tier:(Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the
75'setback line and calculate hardcover square footage separately for each portion.
Key to Hardcover Item(Describe) Length x Width Total
Surve S uare Feet
_
:' Exam le Gara e ' _ �; , . ; 24':x30 ". ":. "y p � 720.S.F_;':
A LuSC � E��fF%GI � ZI K 7 N,1 9�,�C:R� S.F.
B �.��r f- SL�, s" �-f�( x �.3 `_f'-'7 S.F.
C r-�v-CU., ' ?tf �"r- 17.(c s r ' S.F.
D �FqS ' 1!f �. ! � /2 S.F.
E r sri� -S+al.Cc....�i1� -h (�'''A�fJ /f:�"� S.F.
F S.F.
G S.F.
H S.F.
( S.F.
,1 S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Ebstin Hardcover ���� S.F.
Excludable'Ha�dcover See C' Code:3ec 78-1584:,
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover S.F.
3 Net E�dstin Hardcover Subtract line 2 from line 1 Z� S.F.
4 Total LotArea 23`-f 1 r'� S.F.
Proposed Hardcover Percentage [(3)=(4)] ��_� %
(Proposed Hardcover ne�page)
This is an information packef regarding Hardcover. Every effort has been made to rnsu�e the accuracy of the infom�a6on contained herein;
howeve�if any information is not consisfent with provisions of ihe City Code,the Code provisions wil(prevail.
Page 8 of 9
�R��a ����
New Construction Energy Code Compliance Certificate
Date Cey��//tificatt��e Pos
Per R401.3 CeRificate.A building certificate shall be posted on or in the electrical distribution panel. L� /�2 /,�
Maili�Address o the Dwelling or Dwelling Unit City ! ( / l �
1� s' S rv � �l��►JU ��
Name of Residential Contractor �License Number #"
�- -;,�,� C�,v •� � �� CJ '7(� . .
THERMAL ENVELOPE RADON CONTROL SYSTEM
Type:Check All That Apply Passive(No Fan)
o �
or other system monitoring
y C
T T Location(or future location)of Fan:
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� U C N � _ � a d
o �n 3 � U � o � �
a � cv a
7 Q m m � C � 7 T
� O tn N O d LL U
Insulation Location � �� o � � v O @ w N
N U� ► .--� � E �, :� -�
� N 0 � � 0 � C � m
r � z i� ii � u. � � � Other Please Describe Here
Below Entire Slab
Foundation Wall � �"
Perimeter of Slab on Grade
Rim Joist(1st Floor) ;7 �
Rim Joist(2nd Floor+)
Wall • ,�
Ceiling.flat ti -y � ���-� i7 ' �
Ceiling,vaulted /Z- y ��/�.v� �L�L' k
Bay Windows or cantilevered areas
Floors over unconditioned area �
Describe other insulated areas
IBuilding envelope air tightness: Duct system air tightness:
Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: Not applicable,all ducts located in conditioned space
Solar Heat Gain Coefficient(SHGC): R-value
Make-up Air Select a Type
Appliances Heating System Domestic Water Cooling System �r
Heater /` Not required per mech.code
Fuel TYpe ���1I�/�� /�/��7i�/�r'� �.',�.E �i,'�" Passive
Manufacturer � "� �T' !�.�i .. ��t CA���� Powered
�/� � Interlocked with exhaust device.
Model ��' . { .�j ".'/'� C.-;"'1 ',}/"� ''�' Describe:
Inpu in Capacity in Output .� Oth2�,describe:
Rating or Size BTUS: ,;�,(, Gallons: St,j in Tons: �
��' _
AFUE or !� SEER t � Location of duct or system:
E�ciency HSPF i� ,�� /EER �
Heating Loss Heating Gain Cooling Load
Residential Load Calculati
�' ��� �� Z 73 �'S� Cfm's
"round duct OR
"metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type
source heat pump with gas back-up furnace): Not required per mech.code
Se/ect Type Passive
Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system:
ealanced Ventilation capacity in cfms: M FC f.�. " ,�+'J
Location of fan(s),describe: j��'„v� Cfm's
Capacity continuous ventilation rate in cfms: "round duct OR
Total ventilation(intermittent+continuous)rate in cfms: �G "metal duct
Builders Associaton of Minnesota version 101014
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_—--- --- 1
, ' I
I �.,�� ����s II
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; Eaton 345 Forest Arms Lane, Orono, MN '
HVAC Load Calculations
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���� RS�ID�N`riAL
� H�AG Lo�� :
;
I Prepared By:
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I Tuesday,April 21, 2015 ;
Rhvac is an ACCA approved Manual J and Manual D computer program. '
' Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
• � i�hvac-Residentiai 8�Light Commercial HVAC Loads Elite Software Development,Inc.
!West Metro Mechanical Inc. � Eaton 345 Forest Arms Lane,Orono,MN
LNQrwood.MN__�.���$- -__-.__. .__— - -- ---------- _P���
_ -_ __ _
_ _ - - --
Project Report
__---- - _--- _ ___
-------t_ _ .
-- _ - ,
;_Generai Pro'e� ct Information _ , ,�.� , �
Project Title: Eaton 345 Forest Arms Lane, Orono, MN
Designed By: Andrew Franck Ii
, Project Date: Tuesday, April 21, 2015
I CDesign Data - — �
--- _---
Reference City: Minneapolis/St. Paul AP, Minnesota
� Building Orientation: Front door faces East
I Daily Temperature Range: Medium '
I Latitude: 44 Degrees
Elevation: 834 ft.
Altitude Factor: 0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
,� D�8.u11� Y�C�tBuIY� B�1.Hum Bsl�Eiu�l � Bulb Difference
' Winter: -11 -11.42 n/a n/a 72 n/a
Summer. 88 71 44% 50% 72 30
___----
_- _
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Check Fiqures � '��
Total Building Supply CFM: 1,790 CFM Per Square ft.: 0.462
! Square ft. of Room Area: 3,873 Square ft. Per Ton: 1,088
Volume (ft3) of Cond. Space: 34,860 ;
Building Loads _ ��
i Total Heating Required Including Ventilation Air: 60,257 Btuh 60.257 MBH
�I Total Sensible Gain: 39,090 Btuh 91 % '
! Total Latent Gain: 3,645 Btuh 9 °/a
, Total Cooling Required Including Ventilation Air. 42,736 Btuh 3.56 Tons (Based On Sensible+ Latent)
I --- — --- -
��-- ------- — -------- --- , - � _ i
, Rhvac is an ACCA approved Manual J and Manual D computer program.
I Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Ail computed results are estimates as building use and weather may vary.
i Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
! your design conditions.
�
C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
__ _--
' Rhvac-Residentiai 8�Light Commerciai HVAC Loads � Elite Software Development,Inc.
;West Metro Mechanical Inc.
i Norwood MN 55368 Eaton 345 Forest Arms l.ane,Orono,MN'
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---- --- _ _ __.__ __
Miscellaneous Report
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System 1 Outdoor Outdoor Outdoor Indoor indoor Grains
';)nput Data ________ Dry B_ulb Wet Bufb Rel.Hum Rel.Hum Dry Bulb Difference
Winter: -11 -11.42 79% n/a 72 n/a
Summer: 88 71 44% 50% 72 2g,gg
i Du�c_Si_zin�c Inputs _ — - ----------------�
Main Trunk Runouts ` "-�
Calculate: Yes Yes
, Use Schedule: Yes Yes
' Roughness Factor: 0.00300 0.01000
Pressure Drop: 0.1000 in.wgJ100 ft. 0.1000 in.wg./100 ft.
' Minimum Velocity: 650 ftJmin 450 ft./min
I Maximum Velocity: 900 ft./min 750 ftJmin !
; Minimum Height: 0 in. 0 in.
' Maximum Height: 0 in. 0 in.
--__ _ ----- _—_-----_ _ _------------ _.- - -
�Qutside Air Data —'-T� ,
' �lintBL � ,�mmPr
Infiltration Specified: 0.190 AC/hr 0.100 AC/hr
i 103 CFM 54 CFM
; Infiltration Actual: 0.190 AC/hr 0.100 AC/hr
; Above Grade Volume: X 32,486 Cu.ft. X 32,486 Cu.ft.
, 6,172 Cu.ft./hr 3,249 Cu.ft./hr '
, X 0.0167 X 0.0167
! Total Building Infiltration: 103 CFM 54 CFM
' Total Building Ventilation: 130 CFM 130 CFM
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' ---System 1---
Infiltration &Ventilation Sensible Gain Multiplier: 17.08 = (1.10 X 0.970 X 16.00 Summer Temp. Difference)
, Infiltration &Ventilation Latent Gain Multiplier: 19.79 = (0.68 X 0.970 X 29.99 Grains Difference)
I Infiltration &Ventilation Sensible Loss Multiplier: 88.58 = (1.10 X 0.970 X 83.00 Wnter Temp. Difference)
Winter Infiltration Specified: 0.190 AC/hr(103 CFM), Construction: Semi-Tight
I Summer Infiltration Specified: 0.100 AC/hr(54 CFM), Construction: Semi-Tight
�I
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
• ' Rt�vac-Residentiai 8 Light Commerciai HVAC Loads � � Elite Software Development,Inc.
West Metro Mechanical inc. Eaton 345 Forest Arms Lane,Orono,MN
i Norwood.MN 55368 ----------- ---- P�Q 4_
__ _ _ _ . -
_Loa_d_ Preview Report __
___ __ -- --_ __
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Has Net ft.' ' Sen' Lat Net Sen' Sys' Sys Sys
Scope AED Ton /Ton Area Gain Gain Gain Loss' Htg Clg Act
CFM CFM CFM
Buildinq 3.56 1,088 3,873 39,090 3,645 42,736 60,257 745 1,790 1,790
Svstem 1 No 3.56 1,088 3,873 39,090 3,645 42,736 60,257 745 1,790 1,790
, Ventilation 888 2,572 3,460 4,606
iZone 1 3,873 38,202 1.073 39,275 55,651 745 1,790 1,790
1-Basement 1,800 10,534 460 10,994 21,904 293 494 494 ;
2-Main 50 593 75 668 2,325 31 28 28 '
3-Main 533 8,227 136 8,363 9,098 122 385 385 '
4-Main 43 92 8 100 269 4 4 4
5-Main 684 9,727 132 9,859 9,473 127 456 456
6-Main 443 3,471 106 3,577 4,754 64 163 163
7-Main 320 5,558 156 5,714 7,828 105 260 260 j
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
_ _ ___-------
Rhvac-Residentiai&Light Commerciai HVAC Loads � Elite Software Development,Inc.
West Metro Mechanical Inc. Eaton 345 Forest Arms Lane,Orono,MN
',Norwood MN 55368---- ------ . page 5_
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Duct Size Preview
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� Room or ,Source Minimum, Maximum; Rough. Design SP' Duct Duct Htg Cig Act. Duct
jDuct Name Velocity Velocity Factor L/100 Loss Velocity' Length Flow Flow Flow Size
SVstem 1
Supply Runouts '
� Zone 1
1-Basement Built-In 450 750 0.01 0.1 502.7 293 494 494 5--6 I
2-Main Built-In 450 750 0.01 0.1 318.5 31 2g 2g �__q
I 3-Main Buiit-In 450 750 0.01 0.1 490.7 122 385 385 4--6
,I
4-Main Built-In 450 750 0.01 0.1 49.4 4 4 4 1--4
5-Main Built-In 450 750 0.01 0.1 464.2 127 456 456 5--6
6-Main Built-In 450 750 0.01 0.1 596.3 64 163 163 2--5
I 7-Main Built-In 450 750 0.01 0.1 636.6 105 260 260 3--5 �
� Other Ducts in System 1
i Supply Main Trunk Built-In 650 900 0.003 0.1 795.4 745 1 790 1,790 18x18 i
Summarv
; Svstem 1 _
HeatinQ Flow: 745
� Coolin4 Flow: 1790 '
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
�. . . . _ . _. ... . .. _--.. . . . -._--_-.__.. .
I�b�pdRMN 5368�'�9ht Commercial HVAC Loads � Eaton 345 Fo efst Arm�s Lanle,Orono�,'MN
-- -- ----_----__- __ _ _P�q�6_.
Total Building Summary Loads
_ -- -
. -------------
. _-- _ __---
Component � . ,.<.`` Area Sen Lat Sen Total
I Descri�tion __,------------- _..-- ----_ _ Quan _ _ Loss Gain Gain Gain '.
1 D-cv-o: Glazing-Double pane, operable window, clear, 48.3 2,288 0 1,740 1,740
vinyl frame, outdoor insect screen with 100%
; coverage, light color drapes with medium weave with
' 50% coverage, u-value 0.57, SHGC 0.56
i 1 D-cv-o: Glazing-Double pane, operable window, clear, 438.6 20,746 0 24,090 24,090
vinyl frame, u-value 0.57, SHGC 0.56
' 11P: Door-Metal- Polyurethane Core 42 1,010 0 328 328
, 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1671 9,014 0 1,770 1,770
cavity, no board insulation, siding finish, wood studs
1560-10sf-2: Wall-Basement, , R-10 board insulation to 966.1 6,222 0 750 750 '
floor, no interior finish, 2'floor depth '
12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 292.1 1,576 0 221 221
cavity, no board insulation, brick finish,wood studs
', 166-50: Roof/Ceiling-Under Attic with Insulation on Attic 2073.3 3,441 0 2,115 2,115
Floor(also use for Knee Walis and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-50 insulation
21 B-28: Floor-Basement, Concrete slab, any thickness, 2 1800 2,241 0 0 0
or more feet below grade, R-3 or higher insulation
installed below floor, any floor cover, shortest side of
, floor slab is 28'wide
' Subtotals for structure: 46,538 0 31,014 31,014
People: 0 0 0 0
Equipment: 0 0 0
Lighting: 0 0 0 '
Ductwork: 0 0 0 0 '
� Infiltration: Winter CFM: 103, Summer CFM: 54 9,113 1,073 925 1,998
� Ventilation:Winter CFM: 130, Summer CFM: 130 4,606 2,572 888 3,460
, Exhaust: Winter CFM: 130, Summer CFM: 130
AED Excursion: 0 0 6,263 6,263
Total Building Load Totals: 60,257 3,645 39,090 42,736
- ---- - - -,
Check Figures -- ------------------ ----�
Total Building Supply CFM: 1,790 CFM Per Square ft.: 0.462
Square ft. of Room Area: 3,873 Square ft. Per Ton: 1,088
Volume (ft') of Cond. Space: 34,860
-- --- _
__ ---- -- -- -
-- -
' B ailding.Loads_- ____ --
__ .__ ----- --__ - --- ---- _ _ -
' Total Heating Required Including Ventilation Air: 60,257 Btuh 60.257 MBH
Total Sensible Gain: 39,090 Btuh 91 %
Total Latent Gain: 3,645 Btuh 9 %
Total Cooling Required Including Ventilation Air: 42,736 Btuh 3.56 Tons (Based On Sensible+ Latent)
_--- ____
_ __-- _ _----_
. ._--------_
Notes __ _ -- _ _ ---� .
- ----._.____-------
--- -- ---
_ ___._ ._ --- - -------�
Rhvac is an ACCA approved Manual J and Manual D computer program. ',
, Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
, All computed results are estimates as building use and weather may vary.
; Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
_ . ___._ __
Rhvac-Residentiai&Light Commerciai HVAC Loads � Elite Software Development,Inc.
,West Metro Mechanical Inc. Eaton 345 Forest Arms Lane,Orono,MN
� Norwood MN 553Cz�- _ ����
- — —__--- --- __._- _ —
_. ____ -- --__ _ _
, Building Pie Chart _ -.
Roof 6 joor 4% Ventilation 8%
.�: .
Infiltration 15%
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/ ,
Wall 28% Door 2%
�
Glass 38%
Roof 5%
Wall 6% AED Excursion 15%
�r
� �
n _
Ventilation 8%
'" Infiltration 5°/o
Door 1%
Glass 60%
C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
`Rhvac-Residentiat&Li ht Commercial HVAC Loads . Eaton 345 Forest Arms Lane,Orono,MN I
9 Elite Software Development,Inc.
West Metro Mechanical Inc. P�9��'
�Qrw24�._MN 55368 - ----_ -- --___ �_ ----- -- _
Detailed Room Loads_- Room 1 -_Basement (Average Load Procedure�
� General _ __ _-- - _ -_ =--_------ �
�-- - �;�
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 30.2 ft. System Number: 1
Room Width: 59.7 ft. Zone Number: 1
Area: 1,800.0 sq.ft. Supply Air: 494 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr
' Volume: 16,199.8 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 5 Actual Winter Vent.: 51 CFM
Runout Air: 99 CFM Percent of Suppiy.: 10 %
Runout Duct Size: 6 in. Actual Summer Vent.: 36 CFM
', Runout Air Velocity: 503 ft./min. Percent of Supply: 7 % '
, Runout Air Velocity: 503 ft./min. Actual Winter Infil.: 44 CFM
Actual Loss: 0.158 in.wg./100 ft. Actual Summer Infil.: 23 CFM
; Item __ _Area __ _U- .Htg Sen Cig _ Lat Sen
_Descr�tion ___ _ _ ___ _ Quantit�[ Value HTM Loss HTM Gain Gain
__ _
W-Wall-12F-Osw 59.7 X 9 404.7 0.065 5.4 2,183 1.1 0 429
N -Wall-12F-Osw 20.2 X 5.8 105 0.065 5.4 566 1.1 0 111
N -Wal1-1560-10sf-2 20.2 X 3.5 70.6 0.061 5.8 413 0.4 0 31
, N -Wall-15B0-10sf-2 9.7 X 9 87 0.061 6.5 564 0.8 0 70 '
� E-Wal1-1560-10sf-2 59.7 X 9 537 0.061 6.5 3,484 0.8 0 431 '
S-Wall-15B0-10sf-2 30.2 X 9 271.5 0.061 6.5 1,761 0.8 0 218 '
! W-Gls-1 D-cv-o shgc-0.56 0%S (4) 48.3 0.570 47.3 2,288 36.0 0 1,740 '
N-Gls-1 D-cv-o shgc-0.56 100%S 11 0.570 47.3 520 19.7 0 217
W-Gls-lD-cv-o shgc-0.56 0%S 84 0.570 47.3 3,974 61.5 0 5,163
' Floor-21 B-28 59.7 X 302 1800 0.015 1.2 2,241 0.0 0 0
I Subtotals for Structure: 17,994 0 8,410
Infil.: Win.: 44.1, Sum.: 23.2 1,382 2.830 3,910 0.287 460 397
AED Excursion: �,727
Room Totals: 21,904 460 10,534 ,
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C:\ ...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
- : _ ------- __ _ __
Rhvac-Residentiai 8 Light Commerciai HVAC Loads � Elite Software Development,Inc.
�West Metro Mechanical Inc. Eaton 345 Forest Arms Lane,Orono, MN
��2n�4o��.M1���3s�_—___. —_—_--- --__---- P�g�_2.
_ _ _ _ _
_. _—__-----
_ _ --
Detailed Room Loads__Room_2 -Main �Average Load Procedure)
� _ ---- .
�General --- --
---___------ - ;
�-�:
Calculation Mode: Htg. &clg. Occurrences: �
Room Length: 20.0 ft. System Number: �
! Room Width: 2.5 ft. Zone Number. �
Area: 50.0 sq.ft. Supply Air. 28 CFM �
Ceiling Height: 9.0 ft. Supply Air Changes: 3.7 AC/hr
Volume: 450.0 cu.ft. Req. Vent. Clg: 0 CFM �
Number of Registers: 1 Actual Winter Vent.: 5 CFM
I Runout Air: 28 CFM Percent of Supply.: 20 ��o
� Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM I
Runout Air Velocity: 319 ft./min. Percent of Supply: 7 % '
Runout Air Velocity: 319 ftJmin. Actual Winter Infil.: 7 CFM
Actual Loss: 0.114 in.wg./100 ft. Actual Summer Infil.: 4 CFM
' item Area -U- Htg Sen Cig Lat Sen
; Descri�tion _ _ __ _ __ . Quantity_ Value_ ___ HTM_ _ _ _Loss_ H_T_M_ _ _ _ Gain Gain;
W-Wall-12F-Osw 2.5 X 9 22.5 0.065 5.4 121 1.1 0 24
S -Wall-12F-Osw 20 X 9 159 0.065 5.4 858 1.1 0 168
E-Wall-12F-Osw 2.5 X 9 22.5 0.065 5.4 121 1.1 0 24
S-Door-11 P 3 X 7 21 0.290 24.1 505 7.8 0 164
i UP-Ceil-166-50 20 X 2.5 50 0.020 1.7 83 1.0 0 51
Subtotals for Structure: 1,688 0 431
,' Infil.: Win.: 7.2, Sum.: 3.8 225 2.831 637 0.289 75 65
AED Excursion: 97
Room Totals: 2,325 75 593
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
_ ___ --. _
Rhvac-Residentiai&Light Commerciai HVAC Loads .N Elite Software Development,Inc.
!West Metro Mechanical Inc. Eaton 345 Forest Arms Lane,Orono,MN
I Norwood.�N_`.�53Sz�___------- --- - -- __ _ _ _ ----------__ _--P��Q
__ _.. _.
Detailed Room Loads - Room 3 - Main (Average Load Procedure)
- _- _ _ -_- -__- ----_-- _ � �
_
General �
� --- a
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 32.0 ft. System Number: 1
Room Width: 167 ft. Zone Number: 1 '
' Area: 533.3 sq.ft. Supply Air: 385 CFM
, Ceiling Height: 9.0 ft. Supply Air Changes: 4.8 AC/hr
' Volume: 4,800.1 cu.ft. Req. Vent. Clg: 0 CFM
� Number of Registers: 4 Actual Winter Vent.: 21 CFM
; Runout Air. 96 CFM Percent of Supply.: 6 %
, Runout Duct Size: 6 in. Actual Summer Vent.: 28 CFM
Runout Air Velocity: 491 ft./min. Percent of Supply: 7 %
, Runout Air Velocity: 491 ftJmin. Actual Winter Infil.: 13 CFM
Actual Loss: 0.151 in.wg./100 ft. Actual Summer Infil.: 7 CFM
__ ____ __
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! Item Area -U- Htg Sen Clg Lat Sen
'De_scripti_on__ __ _ ___ Quantity Value HTM Loss_ HTM Gain Gain
W-Wall-12F-Obw 16.7 X 9 100.6 0.065 5.4 543 0.8 0 76
I E-Wall-12F-Obw 16.7 X 9 125.5 0.065 5.4 677 0.8 0 95 '
' S -Wall-12F-Obw 12 X 9 66 0.065 5.4 356 0.8 0 50
S-Gls-1D-cv-o shgc-0.56 0%S 42 0.570 47.3 1,987 34.6 0 1,454
W-Gls-1 D-cv-o shgc-0.56 0%S (2) 24.5 0.570 47.3 1,158 61.5 0 1,506
I W-Gls-1 D-cv-o shgc-0.56 0%S 24.9 0.570 47.3 1,180 61.5 0 1,533
; E-Gls-1 D-cv-o shgc-0.56 0%S (3) 24.5 0.570 47.3 1,158 61.4 0 1,503
UP-Ceil-166-50 32 X 16.7 533.3 0.020 1 J 885 1.0 0 544
Subtotals for Structure: 7,944 0 6,761
Infil.: Win.: 13.0, Sum.: 6.9 408 2.828 1,154 0.287 136 117
, AED Excursion: 1,349
Room Totals: 9,098 136 8,227
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
_ _ _-- ---
Rhvac-Residential&Llght Commercial HVAC Loads � Elite Software Development,inc.
'West Metro Mechanical Inc. Eaton 345 Forest Arms lane,Orono,MN'
I Norwood MN 55368___ ____ __ _P�ge_11 :
--- ---- -
_ --_
Detailed Room Loads -Room 4 - Main (Averag�e Load Procedure)
- ---
- -- --=__ _ _ _ _ _ _ . ,
_Generai
_ ---- --- _— --_ --_- ,
' Calculation Mode: Htg. &clg. Occurrences: �
Room Length: 32.0 ft. System Number: �
Room Width: 1.3 ft. Zone Number: �
; Area: 42.7 sq.ft. Supply Air: 4 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 0.7 AC/hr
, Volume: 383.9 cu.ft. Req. Vent. Clg: 0 CFM
Number of Registers: 1 Actual Winter Vent.: 1 CFM I
j Runout Air: 4 CFM Percent of Supply.: 15 %
� Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM '
, Runout Air Velocity: 49 ft./min. Percent of Supp�y: 7 % '
Runout Air Velocity: 49 ft./min. Actual Winter Infil.: 1 CFM
Actual Loss 0.003 in.wg./100 ft. Actual Summer infil.: 0 CFM
_
ltem Area -U- Htg Sen Cig Lat Sen
' Description __ _ _ _ _ _ __ . Quantity Value _ HTM _ _ Loss_ HTM Gain Gain:
W-Wall-12F-Osw 1.3 X 9 12 0.065 5.4 65 1.1 0 13
, E-Wall-12F-Osw 1.3 X 9 12 0.065 5.4 65 1.1 0 13
UP-Ceil-16B-50 32 X 1.3 42.7 0.020 1.7 71 1.0 0 44
' Subtotals for Structure: 201 0 70
Infil.: Win.: 0.8, Sum.: 0.4 24 2.834 68 0.292 8 7 '
AED Excursion: 15
i Room Totals: 2gg $ 92 ,
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
_----. .____
! Rhvac-Residential 8 Light Commerciai HVAC Loads � Elite Software Development,Inc.
j West Metro Mechanical Inc. k Eato�345 Forest Arms Lane,Orono,MN
',_�orwood.MN 55368 _
- __ ----- ----- . _ --Paae 1�:
- _ __
---
Detailed Room Loads - Room 5 - Main �Avera�e Load Procedure)___ ____ ____ ___ J
= - -- - �= - --- __ __----------_.-�._
i Generai.-- � � � ,,�.....� I
_ � _ .�, �. �.�_
Calculation Mode: Htg. &cig. Occurrences: 1
Room Length: 36.0 ft. System Number: 1
Room Width: 19.0 ft. Zone Number: 1
Area: 684.0 sq.ft. Supply Air. 456 CFM
' Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr ,
Volume: 6,156.0 cu.ft. Req. Vent. Cig: 0 CFM
Number of Registers: 5 Actuat Winter Vent.: 22 CFM
Runout Air. 91 CFM Percent of Supply.: 5 % '
I Runout Duct Size: 6 in. Actual Summer Vent.: 33 CFM I
' Runout Air Velocity: 464 ft./min. Percent of Supply: 7 % '
Runout Air Velocity: 464 ft./min. Actual Winter Infil.: 13 CFM
Actual Loss: 0.135 in.wg./100 ft. Actual Summer Infil.: 7 CFM
_ _ _ _ _ __ _
I, Item Area -U- Htg Sen Cig Lat Sen
i Descri�tio_n__ ___ _ _ _ _ __ Quantity__ Value_ HTM _ Lo_ss _ HTM . Gain Gain
_ ___
W-Wall-12F-Osw 19 X 9 84.5 0.065 5.4 456 1.1 0 89
S-Wall-12F-Osw 4 X 9 36 0.065 5.4 194 1.1 0 38
I N -Wall-12F-Osw 2 X 9 18 0.065 5.4 97 1.1 0 19
; E-Wall-12F-Osw 19 X 9 124.6 0.065 5.4 672 1.1 0 132 '
' E-Door-11 P 3 X 7 21 0.290 24.1 505 7.8 0 164
' W-Gls-1 D-cv-o shgc-0.56 0%S (2) 36 0.570 47.3 1,704 61.4 0 2,212 ,
W-Gis-1D-cv-o shgc-0.56 0%S 28.5 0.570 47.3 1,348 61.5 0 1,752
W-Gls-1 D-cv-o shgc-0.56 0%S (2) 9.8 0.570 47.3 462 61.5 0 600
W-Gls-1 D-cv-o shgc-0.56 0%S 12.3 0.570 47.3 580 61.5 0 754
E-Gls-1 D-cv-o shgc-0.56 0%S (2) 25.4 0.570 47.3 1,200 61.5 0 1,560
UP-Ceil-166-50 36 X 19 684 0.020 1.7 1,135 1.0 0 698
j Subtotals for Structure: 8,353 0 8,018
�, Infil.: Win.: 12.6, Sum.: 6.7 396 2.828 1,120 0.288 132 114
AED Excursion: 1,595 ,
Room Totals: 9,473 132 9,727
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C:\...\Eaton New Construction.rh9 Tuesday,April 21, 2015, 9:56 PM
' _ _ -
' Rhvac-Residentiai 8�Light Commercial HVAC Loads Elite Software Development,Inc.
West Metro Mechanicai inc. � Eaton 345 Forest ARns Lane,Orono,MN'.
'�LQrwood.MN 55�$ - - _-------------- --_-
- __P�_1�_
_ _ -- --. __ -----
Detailed Room Loads_- Room 6- Main �Average Load Procedure� _ _
_ __- __ _
'�;_General - _
Rhvac-Residential&Light Commerciai HVAC Loads � Elite Software Development,Inc.
West Metro Mechanical Inc. Eaton 345 Forest Arms�ane,Orono,MN
�NQrwood MN 5536$_ -- - ---------_. _Pag�_14:
Detailed Room_Loads - Room 7 - Main (Average Load Procedure)
_ _ -- _ _
_--_- __- __________ - - �
�Generai
t_.y
Calculation Mode: Htg. &clg. Occurrences: 1
Room Length: 32.0 ft. System Number: 1 '
Room Width: 10.0 ft. Zone Number: 1
Area: 320.0 sq.ft. Supply Air: 260 CFM
Ceiling Height: 9.0 ft. Supply Air Changes: 5.4 AC/hr
Volume: 2,880.0 cu.ft. Req. Vent. Clg: 0 CFM ,
I Number of Registers: 3 Actual Winter Vent.: 18 CFM
' Runout Air: 87 CFM Percent of Supply.: 7 %
� Runout Duct Size: 5 in. Actual Summer Vent.: 19 CFM
Runout Air Velocity: 637 ft./min. Percent of Supply: 7 %
' Runout Air Velocity: 637 ft./min. Actual Winter Infil.: 15 CFM '
Actual Loss: 0.325 in.wg./100 ft. Actual Summer Infil. 8 CFM
� _ __ ___ _ __ _ . _
Item Area -U- Htg Sen Clg �at Sen
i Descripti_on _ _ Quanfi�_____ Value._ _,HTM_ __ Loss_ _ HTM Gain Gain
_ _ _ _ _ __
N -Wall-12F-Osw 32 X 9 257.4 0.065 5.4 1,389 1.1 0 273
I W-Wall-12F-Osw 10 X 9 46.5 0.065 5.4 251 1.1 0 49
, E-Wall-12F-Osw 10 X 9 81.8 0.065 5.4 442 1.1 0 87
' W-Gls-1 D-cv-o shgc-0.56 0%S (3) 43.5 0.570 47.3 2,058 61.4 0 2,673
N -Gls-1 D-cv-o shgc-0.56 100%S 12 0.570 47.3 567 19.8 0 237
(3)
, N -Gls-1 D-cv-o shgc-0.56 100%S 18.6 0.570 47.3 880 19.7 0 367
E-Gis-1 D-cv-o shgc-0.56 0%S 8.2 0.570 47.3 386 61.4 0 501
UP-Ceil-16B-50 32 X 10 320 0.020 1.7 531 1.0 0 326
Subtotals for Structure: 6,504 0 4,513
Infil.: Win.: 14.9, Sum.: 7.9 468 2.829 1,324 0.286 156 134
AED Excursion: 911 ,
' Room Totals: 7,828 156 5,558
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C:\ ...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
__-- ---_— _
Rhvac-Residential 8 Light Commercial HVAC Loads � Elite Software Development,Inc.
West Metro Mechanical inc. Eaton 345 Forest Arms Lane,Orono,MN
�NQ�4�,_ML��$-- - —---- Pa9e 1.�
------- -----
' System 1 Room Load Summary
� __ __ _ g 9 g _
, Ht Min Run Run CI CI Min Act
j Room Area Sens Htg Duct Duct Sens Lat Clg Sys
, ;_No Name _ SF Btuh_ CFM Size Vel _ _Btuh _ Btuh_ CFM CFM
---Zone 1--- _ _
; 1 Basement 1,800 21,904 293 5-6 503 10,534 460 494 494
' 2 Main 50 2,325 31 1-4 319 593 75 28 28
� 3 Main 533 9,098 122 4-6 491 8,227 136 385 385
� 4 Main 43 269 4 1-4 49 g2 g 4 q ,
; 5 Main 684 9,473 127 5-6 464 9,727 132 456 456 '
' 6 Main 443 4,754 64 2-5 596 3,471 106 163 163
7 Main 320 7,828 105 3-5 637 5,558 156 260 260 '
, Ventilation 4,606 ggg 2,572
System 1 total 3,873 60,257 745 39,090 3,645 1,790 1,790
, System 1 Main Trunk Size: 18x18 in. ,
Velocity: 795 ftJmin '
Loss per 100 ft.: 0.065 in.wg '
r-_ ...- ---- ---._. _. . .__ ... . .. . ._. .�_-J
_ _-
f Cooling_System_$ummar�t _ . - __ __ -- --
_ __ --- -T __- _-_ _ - --,
Cooling Sensibie/Latent Sensible Latent Totai '
�__--- --- — ._Tons --------- -Split -- --- Bt_uh-- -- ------Btuh _Btuh�
� Net Required: 3.56 91°/a/9% 39,090 3,645 42,736
� -- ---- _ _ - __ J
__ — —
, L E�uipment Data -
--_---- -- - -- ___ _-- _ — —_ -- ----- —
H -ati �yct�m Cooling�ystem
Type: Natural Gas Furnace Standard Air Conditioner
Model:
' Indoor Model:
Brand:
, Efficiency: 0 AFUE 0 SEER
Sound: 0 p
Capacity: 0 Btuh 0 Btuh '
Sensible Capacity: n/a 0 Btuh
� Latent Capacity: n/a 0 Btuh
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C:\...\Eaton New Construction.rh9 Tuesday, April 21, 2015, 9:56 PM
' �- ��
I � `'�- DAT TIME
� CITY OF ORONO CALLED IN / � �
INSPECTION NOTICE � �� SCHEDULED � / - ��J � .: �
� 'ERMIT NO U " � '� � COMPLEfED `?' ��
, /lDDRESS i`/� 7l�'"�_ / G(i�. G�� .� ��c..-�c r
� OWNER % %TELEPHONE NO. ��e1"aa�'-����/
I CONTRACTOR � ���� r ���� �I..C���
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[ � DESCRIPTION �-/` �t �-` ��/ �
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f tl� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
i Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
' O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ` ❑ TREE REMOVAL
E Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
j ? ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
j � �-FKVAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
� 4J ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
i Z
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
i 2 OWNER/CONTRACTOR TO MEET YOU:._YES_NO
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� COMMENTS: �r� 6�i�raG - I�- ,� � ' J �
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i W� ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLEfE
� � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
i
V BEFORECO'VERING PERMANENT
� ❑CORRECT UNSAFE CONDITION WITHIN_�HOURS. p pH0T0 TAKEN
I INSPECTOR WFLL REfURN
! ❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION 1SSUED
� ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
! Call for the next inspection 24 hours in advance. (g52) 249-4600
k
' OwnerlContractor on site:
� Inspector.`���� � �'���
f �;
� White Copyllnspector's File Canary CopylSNe Notice
�—--------- --- - -------------—— -- -- ----
¢.. . . . �� ... . . . � , . . � .
i, CIT� aF ���NQ PERMIT NO.: 20i5-00484 .
I: ` ' 2750 K�L�:_,EY YARI�WAY
' DATE ISSUED: 06/0112015 "
QROI�TQ, IV�N 55356-
� : (952) 249-4600 FAX: (952) 249-4616
�
►
� ADDRESS : 945 FOREST ARMS LA PERMIT APF�ICAN�:
�
� PIN : 07-117-23-12-0019 M&M HOME CONTRACTORS
� LEGAL DESC : �OREST ARMS COU�TTRY CLUB
ADDN
� : LOT ODO BLOC� 002 CO�:.OGNE,NfN 55322-
� PERMIT TYPE : NEW STRUGTURE
PROPERTY TYPE : RESI�ENTIAL (612)797-372Q
� CONSTRI7CTIOt�T TYPE : SINGI.F FAMILY
�; ACTIVITY : 101-SINGLE FAMILY HOUSE�, DETA( VALUAT�0�1�1 : $ 325,b$2A�
�, SEPARATE PERMITS REQUIRED:PLUMBtWG, MECHANICAL, FiREPIACE,S�WER CONNECTION,tAWN IR�IGA710N,"
LANDSCAPING, WELL(STATE�,ELECTRICAL{STATE)
� NOTE: PRIOR TO THE START OF FRAMING AN AS-BU1LT FOUNDATION SURVEY MUST BE SUBtvill'T'EO Ad�D A?PROVED BY TFiE
CITY OR A STOP WORK ORDER WILL BE ISSIlED: iNITiAL•
� NOTE`. PRIOR TO ISSUA�lCE OF A CERTlF1CATE OF OCGUPANCY AN AS-BU}LT SllRUEY iS REQUlREi7 TO BE S118f`dITTED AND `
APPROVED BY STAF�. fN1TIAL
f (PERMIT 3015-00200 FOR ADDfI�ON WAS�f01D AND PlAN R£VtEW OF$i,6D9.85 WAS APPUED TO tHlS NEW HOME REF2�vIIT.)
k NOTE IM THE EUEN�OF WlNT�R CONDITiONS OR OTHER llMFAVORABLE WEAT9iER CONDITIONS(WHfCH PREVENT T1iE
�. COMPLETION OF THE EXTER�OR�MPf20V£MENTS ANDiOR AN AS-BUFLT SURVEI�A TEMPORARY CERTiF1CATE OF OCCUP�NCY
(TCO)MAY BE NECESSARY. A TCO REQUIR�S A$10,000 ESCRQW. kN{TIAL:
BUILDING I�SPECTION RECQItD
48 HOUR 1�OTICE REQUIRED FOR ALL INSPECT�ONS.
CALi,FOR INSPECTIONS WEEKDAYS:
CONSTRUCTYOI�HOU12S: 7am-8pm Wee�days R�Sam-&pm Wee�:ends&Hotidays
INSPECTION TYPE DATE INSPEC'TOR DA'TE INSP�CTO�t�
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� `'OOTING�OR REBAR) g � � � � ESC�ZOW R�FUND ftEQUESTLD
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POUR�D WALL � , �_ � —_ S1LT FENCE EIIdSTALLE�8�WSPE �_ 5- `
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� IN ACCORDANCE W1TH CITY ORDINANCE,NEW OR SIJBSTANTIALLY REIv�ODEL�D I�U{i,DINGS S�-IALL 1�10T BE OCCUPIBD UTITIL ALL
� WORK HAS BEEN APPROVED,AND A CERTIFICATB OF OCCUPANCY HAS BEEN ISSi1IiI�BY THE BUILDING DEPARTMENT.
;
TAIS CARD MUST BE POSTED AND VISIBLE AT ALL T�1��ES UNTI�.WORK IS COMPLETE.
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Blower poor Test Results : 945 Forest Arms Lane Orono
1485cu ft per minute = 2.38 exchanges per hour. �
Sa s anager
,'
J�sh Maass
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945 Forest Arms Lane
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City of Orono
4oNo liardcover �alculation Worksheet
� � Property Address: �y S ��esf .�.�s L4�.�
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I �`;K f f'H O Qt P r e p a r e d b y: ������E � �� ' D a t e: � 2
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Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the
75'setback line and ca�ulate hardcover square footage separately for each portion.
Key to Hardcover Item(Describe) Length x Width Total
Surve uare Feet
Exam le Gara e 24'x 30' 20 S.F.
A vsG � r 2 R S.F.
B �i�w S.F.
C Can�� t..�c S.F.
D .-o�+ r " 1k -� � S.F.
E S.F.
F r .�t L S.F.
G S.F.
H S.F.
I A Sf S 2O S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
� S.F.
P S.F.
Q S.F.
R S_F.
S S.F.
T S.F.
� S.F.
V S.F.
W S.F.
X S.F.
Y S-F-
Z S.F.
1 Total Existin Hardcover 5 I S.F.
Excludable Hardcover See Cit Code Sec 78-1684):
� oa S.F.
w ts S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover /33 S.F.
3 Net E�dstin Hardcover Subtract Iine 2 from line 1 $obZ S.F.
4 Total LotArea Z p S.F.
Proposed Hardcover Percentage [(3)=(4)] Z� ! °,6
b
(Proposed Hardcover ne�page)
This is an information packet regarding Hardcovec Every effort has been made to insure the accuracy of the information contained herein;
however,if any information is not consistent with provisions of the City Code,the Code provisions wil/p2vail.
Page 8 of 9
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-,� DATE TIME
CI ORONO CALLED IN -' �
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INSPECTION NOTICE SCHEDULED � �
PERMIT NO. a '��� MPLETED
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail forthe next inspection 2a hours in advance. (952) 249-46�0
OwnerlConVactor on site:
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
1:.�
��` %�y� DATE TIM�
CITY OF ORONO `CALLED IN � __-��
INSPECTION OTICE SCHEDULED
PERMIT NO. 5 COMPLEfED
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
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Cai1 f " spection 24 hours in advance. (g52) 249-46��
Owne ontractor on sit •
Inspector. �"`
White Copyflnspector's File Canary CopylSfte Notice
C� DATE TIME�
!�D CITY OF ORONO CALLED IN
, INSPECTION NOTICE � SCHEDULED �� I ' :� '�4��r,
PERMIT NO.�.�1��'�cl � `� COMPLEfED
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Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
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p INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:
Inspector. �
ite Copyllnspector's File Canary CopylSite Notiee
��7 � DA TIME�
CITY OF ORONO CALLED IN �
INSPECTION NO��E_ ���/SCHEDULED �/�JS 1�
PERMIT NO. � � �T COMPLETED
ADDRESS �
OWNER �/� LEPHON�� a�'�
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952� 249-460�
OwnerlContractor on site:
Inspector. r�z. r .-._ �
White Copyllnspector's File Canary CopylSite Notice
� - _ � �/
� / T TIME
CITY OF ORONO C LED IN �` �S
INSPECTION�I�O�IC HEDULED � ��•���
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❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hou in adva 5 9-46Q�
OwnerlContractor on site:
Inspector.
White Copyllnspector's Ffle Cenary CopylSite Notice
��� `-���1 �
ATE TIME
CITY OF ORONO CALLED IN � �S ��
INSPECTION NOTICE SCHEDULED �
PERMIT NO. 'Q COMPLETED
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CONTRACTOR d
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Z ❑ DON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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V BEFORECOVERING PERMANENT
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours i advance. 9 -�s��
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSfte Notice
.� ��
DATE TIME
CI OF ORONO CALLED IN � �
INSPECTION N TICE SCHEDULED
PERMIT NO. � " � COMPLEfED
�
ADDRESS � e
OWNER TELEPHONE O. ���� I
CONTRACTOR � � � '�
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Q ❑ FOUNDATION WATERPRO F ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVE ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
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❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
Call for the next inspection 2a hours in advance. 9 249-46��
OwnerfContractor on site:
inspector. �
White Copyllnspector's File Canary CopylSite Notice
�j, � ��
� p E TIME ,
CITY OF ORONO / CALLED IN �� ;� �
INSPECTION NQTI,� SCHEDULED - �' Uv
PERMIT NO. '��J� � OMPLETED
ADDRESS � _ �-�' `
OWNER T EPHO NO. �
CONTRACTOR �y' ` / �-S
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Q ❑ POURED WALL ❑ PLUMBING RI \ ) ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ~J ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
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V�� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 fo next ins ion 24 hours in advance. (g52) 249-4600
Owner ntractor on site: d
�
Inspector.
Whit opyllnspector's Flle Canary CopylSite Notice
�� ��-C�'C/► I/
D T TIME Y
' / /�8�
CITY O ORONO CALLED IN
INSPECTION NOTICE SCHEDULEO � �- S�
PERMIT NO � - � COMPLETED
ADDRESS % �_ -�
OWNER T LEPHONE NO. ������ �
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Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
_ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� L ❑ WATER HOOK-UP ❑ FOLLOW-UP
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2 OWNERICONTRACTOR TO MEET YOU:_YES_NO �
� COMMENTS: �lc�. ��li�T'��� � j,5
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
�CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952� 249-4600
OwnerlContractor on site:
Inspecto . ��
White Copyllnspector's File Canary CopylSite Notice
�AT O (ol
RESI�ENCE
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CERT!FICATE OF
SURVEY
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. � .
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1 •
emo
To: Finance Department
From: Christine Mattson, Planning Assistant /J� " `
CC: Street File `
Date: September 21, 2016
G/L: 101-22205
Re: Escrow Refund
Building Permit#2015-00484 pertaining to 945 Forest Arms Lane is complete. Please refund
$10,000 to the property owner, Robert&Jennifer Eaton.
The following is attached:
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Robert&Jennifer Eaton
945 Forest Arms Lane
Mound, MN 55364
w:�street files\forest arms lane\945\escrow refund 2015-00484.docx
TEMPORARY CERTIFICATE OF OCCUPANCY
ESCROW AGREEMENT
Orono Building Permit#2015-00484
AGREEMENT made this�day of � , 20� by and between the CITY OF
ORONO, a Minnesota municipal corporation ("City") and Robert& Jennifer Eaton ("Owners").
Recitals
1. Construction of the new residence located at 945 Forest Arms Lane the ("Subject
Property"), legally described on Exhibit A, attached, is the subject of building permit
application number 2015-00484 has been completed.
2. Winter conditions currently prohibit completion of exterior improvements, final grading, and
vegetation establishment. An as-built survey cannot be accurately conducted at this time.
3. Owners request the City issue a temporary certificate of occupancy ("TCO")to the Owners
so that the Owners may occupy the new residence.
4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of
exterior improvements, continuation of erosion control and submittal of an as-built survey
to the City.
NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit$10,000 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 assure completion of any
exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to
the City for all 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 financial 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 caused by the
work (including planning, engineering, or legal consultant review) associated with building permit#2015-
00484 if 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 City within the timeframe outlined in #3 above, shall issue a Stop Work 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 Balance on deposit in the escrow, if any, shall be returned to
the Owners when all requirements related to the project are complete. City Staff shall review the terms of
this escrow agreement two times per year to determine whether the requirements of the project have been
successfully completed and whether it is appropriate to return the funds. Owner may also request the
release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification
that all requirements of the project have been successfully completed.
155441
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.
7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents,
employees, officers and contractors, the right to enter upon the subject property for the specific purpose of
inspecting and completing any exterior improvements, final grading, establishment of vegetation and the
restoration of the subject property should the Owners not complete the work by the specified dates.
CITY: CITY OF ORONO OWNERS:
>
By: � ,�/1� W..�
�ts:
lntemal Use Only: 0 Original to Finance Department �Copy to Street File
155441
� Fi f
BUtLDING PERMI7 ESCROW'AGREEf�Et�T
Qrono Buitding Permit#2015-004&4
EXHt�IT A—LEGAL DESCRIPTION
�
EXlST1NG LEGAL DESCRIPTION:
(AS SHOWN UN CERTIFICATE O�TiTL�NO. 1359431)
Par l: Lot 2, Bfock 2, Forest Arms Country C1ub Addltlon.
Par 2: That part of Lot 5, S1ocSc 2, Forest Arms Country Club Addition,
lying between a {ine drawn from a pofnt on the Northeasterly Iine 43 fe�t
Southeasterly from the mast Northeriy corner thereof to a point on the
Southwesteriy fina of said iot, 43 feet Southeasterly from the most
Westerly corner thereof arui a line drav+m from a point on the
Northeasterly ttne of Lot 5, 43 feet NoRhwesterly from the most Easterly
corner thereof to a point on the Southwesterly line of said lot, 43 feet
Northwesteriy from the most Southeriy corner thereof;
ROBERT EATON 13403
945 FOREST ARMS LN i7-i/910 932
ORONO,MN 55364-9799 � � �012002236
DA7F
PAY TO THE ��J
ORDER OF �"�• /�_
n (
r_�
.� \ � DOLLARS � �r
�� � Wells Fargo Bank NA
Minnetota
p �veGsfat9acom
�
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FOF2 �.d�.� �..�.�� �
i34o
City of Orono
2750 Kelley Parkway
Orono MN 55356 952-249-4600
Receipt No: 3.015266 Mar 29, 2016
945 Forest Arms Ln / Eaton
Previous Balance: .00
Permits
945 Forest Arms Ln / 7,500.00
Eaton / 2015-00484
101-22205
Deferred Rev-Developer Deposit
---------------
Total: 7,500.00
---------------
---------------
Check
Check No: 13403 7,500.00
Payor:
945 forest Arms Ln / Eaton
Total Applied: 7,500.00
---------------
Change Tendered: .00
---------------
---------------
03/29/2016 11:21AM
� � �' CITY OF ORONO
* 2PJ 16 - 00294 *
2750 KELLEY PARKWAY DATE ISSUED: 03/29/2016
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 945 FOREST ARMS LA
PIN : 07-117-23-12-0019
LEGAL DESC : FOREST ARMS COUNTRY CLUB ADDN
: LOT 000 BLOCK 002
PERMIT TYPE : ESCROW FEE-APPLICANT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-APPLICANT
NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT 2015-00484 FOR A TEMPORARY CERTIFICATE OF OCCUPANCY
APPLICANT ESCROW FEE-APPLICANT 7,500.00
TOTAL 7,500.00
EATON,BOB&JENNIFER Payment(s)
2721 COMSTOCK LA N CHECK 13403 7,500.00
PLYMOUTH,MN 55447-
OWNER
EATON,BOB&JENNIFER
2721 COMSTOCK LA N
PLYMOUTH,MN 55447-
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 separa[e
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 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 any time for due cause.
/ /
Applicant Permitee Signature Date Issued By Signature Date
u�-��� �
a � n-�-�
BU[LDING PERAAiT ESCROW AGREEMENT �
Orono Building Permit#2015-00484 ���Z���
AGREEM�NT made this l��day of , 24��-- by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City") &Jennifer aton{"Owners").
��'!�'
Recital�
1. A building perrnit application nas been filed for a new single family home located at 945 Fores#
Arms Lane the{"Subject Property"), legally described on Exhibit A, attached.
2. Owners request the City 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 Ciry of its costs.
NOVII THEREFORE,THE PARTIES�►GREE 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 tha Ciry
for ail 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. E(igible expenses shall be consistent with expenses the
Owners wovld be respansible for under a building permi# 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 camplsted in
accordance with the Stormwater Pollution Prevention Plan and tf�e provisions of Orono City Code Chapter 79.
The financiaf 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 caused by the wurk (including planning,
engineering, or fegal consultant review) associated with building permit #2015-�0684 if comptiance with the
approved building permit is not accomplished.
3. MONTHLY BILLlNG. As the City receives consultant bilts for incurred costs, the City will in turn
send a biU to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROt� ESCROW ACCOUNT. In the event that the Owners do not make payment
to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses
invoiced pursuarrt 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. CL�SING ESCROW. The Balance on deposit in the escrow, if any, shall be retumed to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNf�AiD CHARGES. If the praject is abandoned by Owners, or if the eligible expanses
incurred by the City exceed the amount in escrow, the City shall have tiie right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
cmr: o� o 0 owN�R: .-~`
B �' ' ' ��'�
L _ _
�ts: x-�tf,�c�-2s �.C-s-�v��—�2 � � �--
ice�eme{usQ Cfc�iy: , �t����;�r� C'��o�s�6ct Prop�r�L�r�r C�Ca�ic��t fi��
�
BUILDING PERMiB ESCROVIf AGREEMENT
Orono Building Permit#2015-00484
EXHIBIT A—LEGAL DESCRIPTION
�
EXIST1htG LEGAL DESCRIPTION:
4� SHOWN ON CERTlFICATE O�TiTLE NO. 1359431)
Par 1: Lot 2, Biock 2, Forest Arms Country C1ub Addltion.
Par 2: That part of i.ot 5, Slack 2, Forest Mns Country Club Addition,
lying between a(ine drawn from a point on the Northeasterly line 43 feet
Southeasteriy frorr� the mast Northerly corner thereof to a point on the
Southwesterly line of said lot, 43 feet Southeasterly fram the most
Westerfy corner thereof ar�d a line drawrs from a point on the
Northeascerly (ine of Lot 5, 43 feet Northwesterly from the most Easterly
corner thereof to a poir�t vn the Southwesteriy line of said lot, 43 feet
Northwesteriy from the most Southerly comer thereof;
� � BUILDING PERMIT ESCROWAGREEMENT _
Orono Building Permit# 2�l S —
h
AGREEMENT made this (�J+ day of_���-� , 20 �S by and between the CITY OF ORONO, a
Minnesota municipal corporation ("City") and c3����-{=ei� � j�2�� F 2�Yl ("Owners").
Recitals
1. A building permit application has been filed for �c�`� f /22vnc� ( located at
��-/S ��r P�-#- � Tr��� �,�►- the ("Subject Property"), legally described as
2. Owners request the City to review this application which requires City approval and may require
consultant legal and/or engineering review.
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 all
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 financial 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 caused by the work (including planning, engineering, or legal consultant review)associated with
building permit#�/�=,-C�C��g�if 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 senti
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
City within the timeframe outlined in #3 above, shall issue a Stop Work 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 Balance on deposit in the escrow, if any, shall be returned to the Owners
when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement
two times per year to determine whether the requirements of the project have been successfully completed and
whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be
released upon City Staff receiving the appropriate verification that all requirements of the project have been
successfully completed.
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 Minn. Stat. §§ 415.01 and 366.012.
CITY: C TY OF ORONO OW� r
' I .
By: i
Its: �� ��-- L.4suN�3� -
c
Internal Use Only: Original to F�Department 0 Copy to Street Fi1e
Packet Last Updated: January 2015
Page 22
� 13136 �,
ROBERT A.EATON "-'�10�2 . �'
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- City of Orono
2750 Kelley Parkway 952_249-4600
Orono MN 55356
Receipt No: 3.012805 Feb 13, 2015
Robert Eaton
Planning and Zoning
2015-00197 945 Forest 2,500.00
Arms La
101-22205
Deferred Rev-Developer Deposit
---------------
Total: 2,500.00
Check 2,500.00
Check No: 13136
Payor:
Robert Eaton 2,500.00
Total Applied:
--------------
Chanye Tendered: ___________ 00_
02/13/2015 12:37PM
� ` ° - CITY OF ORONO
* Z 0 1 5 - 0 0 1 9 8 *
2750 KELLEY PARKWAY DATE ISSUED: 02/13/2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 945 FOREST ARMS LA
pIN : 07-117-23-12-0019
LEGAL DESC : FOREST ARMS COUNTRY CLUB ADDN
: LOT 000 BLOCK 002
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: ESCROW FOR ADDITION REMODEL PERMIT#2015-00198-PAID BY OWNER:ROBERT EATON CK#13136$2,500.00
APPLICANT ESCROW FEE-BUILDING 2,500.00
TOTAL 2,500.00
EATON, BOB&JENNIFER Payment(s)
2721 COMSTOCK LA N CHECK 13136 2,500.00
PLYMOUTH,MN 55447-
OWNER
EATON, BOB&JENNIFER
2721 COMSTOCK LA N
PLYMOUTH,MN 55447-
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 wmpied 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 any time for due cause.
��v� �, C,C C��?�Y��- �'1 �- � / v�-�
Ap l�Cant Perm Signature Date Issued y Signature Date
�
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. 2-OF) COMPLETED
ADDRESS `I 4-5Il 1Fcy r ' yu Lo'ii
OWNER TELEPHONE NO.
CONTRACTOR
.N. DESCRIPTION Ei=>161
W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
OElFOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
cc
W
C
5olvey C y Y✓'
O
LQ
rc Q
���f hat ,been �s��► /:ski e�
z
W
W
QC
J
d
W ❑WORK SATISFACTORY:PROCEEDROJECT COMPLETE
CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
OO
El CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
El
El STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Conor on site7 :
V
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
City of Orono
F oo Hardcover Calculation Worksheet
Property Address: q L4 S F6-es* Ar,.- L4-,,.e-
Prepared by: Cyr✓ctesla c L—J 5 Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the
75'setback line and calculate hardcover square footage separately for each portion.
Key Hardcover Item(Describe) Length x Width Total
Survey
Square Feet
(Example) (Garage) 24'x 30' 720 S.F.
A vsC + 2 9 L4 S.F.
B D i ti w S.F.
C Zng S.F.
D S.F.
E S.F.
F r t r S.F.
G S.F.
H S.F-
S.F.
.F.S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Existing Hardcover S i S.F.
Excludable Hardcover(See City Code Sec 78-1684):
D"11oa S.F.
(-,1(3 S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover /33 S.F.
3 Net Existing Hardcover fSubtract line 2 from line 1 SC(bZ S.F.
4 Total Lot Area Z1210 S.F.
Proposed Hardcover Percentage f(3)_(4)] Z) f
(Proposed Hardcover next page)
This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein,
however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail.
Page 8 of 9
Int. ' 0 Kt��IV�fa
54 IkC f U ra CV 33�� s f 14-. 5 q�C) SEP 012016
CITY OF ORONO
q+5 F pKtc }- Af&u LaAi
2-015 - 0fd{-k4' A s- 6u 0 4
Christine Mattson
From: Adam Edwards
Sent: Friday, September 09, 2016 1:10 PM
To: Christine Mattson
Subject: RE: 945 Forest Arms Lane/#2015-00484
The as-built appears to conform to the intent of the approved plan.
An inspector should conduct a site visit and confirm the following:
1. The survey accurately depicts conditions on the ground.
2. The site is stabilized to the point the any remaining erosion control can be removed.
From:Christine Mattson
Sent:Wednesday, September 07, 2016 2:31 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Subject: 945 Forest Arms Lane/#2015-00484
Adam,
We received an as-built survey for 945 Forest Arms Lane. Please review and provide comments. Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono MN i 55356 (physical address)
PO Box 66 1 Crystal Bay t MN 55323-0066 (mailing address)
W 952.249.4620 g 952.249.4616
(� cmattson@ci.orono.mn.us -18 www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016
Thursday& Friday, November 24& 25, 2016
1
Christine Mattson
From: Christine Mattson
Sent: Thursday, June 18, 2015 1:49 PM
To: 'Mike Fritz'
Cc: Melanie Curtis
Subject: RE: 945 Forest Arms Lane/#2015-00484
Mike,
Thank you for the specs for the concrete retaining wail. Our building official has reviewed and approved it, You may
proceed with framing.
Due to the change in the retaining walls, please provided us with a revised grading plan by Monday,June 29, 2015.
Don't hesitate to contact me if you have any questions.
Christine-
From: Mike Fritz [mailto:mfritz@mandmquality.com]
Sent: Thursday, June 18, 2015 1:24 PM
To: Christine Mattson; 'Mike Fritz'
Cc: Melanie Curtis
Subject: RE: 945 Forest Arms Lane/ #2015-00484
Here you go!
MClee i=rCtz
Owner
M & M Home Contractors, Inc.
Cell-612-554-2556
www.mandmquality.com
From: Christine Mattson [mailto:CMattson@ci.orono.mn.us]
Sent:Thursday,June 18, 2015 1:23 PM
To: 'Mike Fritz'
Cc: Melanie Curtis
Subject: RE: 945 Forest Arms Lane/#2015-00484
Mike,
Thanks for the additional information. The newly poured retaining wall is 9'4" in height. Since this is a new wall and is
over 4 feet in height and was not shown on the approved plan, we must receive the specs/engineering plan for the
construction of the wall before you can being to frame.
Thank you.
Christine-
From: Mike Fritz [mailto:mfritzCa)mandmquality.com]
Sent: Thursday, June 18, 2015 1:11 PM
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. 20 C-i Q,(, COMPLETED
ADDRESS '1 hlyu L
OWNER TELEPHONE NO.
CONTRACTOR }}
DESCRIPTION
❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
v ❑ DEMO-SITE ❑ SEPTIC INSTALL
Z OWNERICONTRACTOR TO MEET YOU:_YES_NO
COMMENTS:
W
Q.
l � crr
0
Wcc
Q J
12
z
W
W
J
d
WW EIWORK SATISFACTORY:PROCEED ROJECT COMPLETE
W El CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
OO
LJ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
EJ CITATION ISSUED
11STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Conor on site:
V
Inspector. 7 Ilw—'-4
White Copy/Inspector's File Canary Copy/Site Notice
City of Orono
�o o Hardcover Calculation Worksheet
; ^I Property Address: ct'i S Fo cask A-rMs Lai e
Prepared by: Date:
Stormwater Quality Overlay District Tier: (Circle one) Tier 1Tier 2 Tier 3 Tier 4 Tier 5
Step 1: EXISTING HARDCOVER
In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of
Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing
hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the
75'setback line and calculate hardcover square footage separately for each portion.
Key to Hardcover Item(Describe) Length x Width Total
SurveySquare Feet
(Example) (Garage) 24'x 30' 720 S.F.
Avse + 2 R S.F.
B D<i S.F.
C Cunt• <..< Z nR S-F-
D moo.+ r elc \k l 9 S.F.
E S.F.
F r L rc l S.F.
G S.F.
H S.F.
I an tc S Zol S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
v S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Existinq Hardcover S19-5 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
oo S.F.
w (s S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover (33 S.F.
3 Net Existing Hardcover fSubtract line 2 from line 1 SobZ S.F.
4 Total Lot Area 2 p S.F.
Proposed Hardcover Percentage [(3)_(4)] Z ! %
(Proposed Hardcover next page)
This is an information packet regarding Hardcover Every effort has been made to insure the accuracy of the information contained herein,
however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail.
Page 8 of 9
I ' O ft(AzIlveu
�1Yu�C IV�a COW 33�� 4
s � l -.3�1� SEP 0 ?2016
��� CITY OF ORONO
q+5 F t✓ �- /-Iy&u C.a&�
2015 - OW4- A-.S- & I
Christine Mattson
From: Adam Edwards
Sent: Friday, September 09, 2016 1:10 PM
To: Christine Mattson
Subject: RE: 945 Forest Arms Lane/#2015-00484
The as-built appears to conform to the intent of the approved plan.
An inspector should conduct a site visit and confirm the following:
1. The survey accurately depicts conditions on the ground.
2. The site is stabilized to the point the any remaining erosion control can be removed.
From:Christine Mattson
Sent:Wednesday, September 07, 2016 2:31 PM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Subject: 945 Forest Arms Lane/#2015-00484
Adam,
We received an as-built survey for 945 Forest Arms Lane. Please review and provide comments. Thank you.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway Orono E MN E 55356 (physical address)
PO Box 66 1 Crystal Bay } MN 155323-0066 (mailing address)
W 952.249.4620 8 952.249.4616
M cmattson@ci.orono.mn.us i -'�) www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016
Thursday& Friday, November 24& 25, 2016
1
Christine Mattson
From: Christine Mattson
Sent: Thursday, June 18, 2015 1:49 PM
To: 'Mike Fritz'
Cc: Melanie Curtis
Subject: RE: 945 Forest Arms Lane/#2015-00484
Mike,
Thank you for the specs for the concrete retaining wall. Our building official has reviewed and approved it. You may
proceed with framing.
Due to the change in the retaining walls, please provided us with a revised grading plan by Monday,June 29, 2015.
Don't hesitate to contact me if you have any questions.
Christine—
From: Mike Fritz [mailto:mfritz(a)mandmquality.com]
Sent: Thursday, June 18, 2015 1:24 PM
To: Christine Mattson; 'Mike Fritz'
Cc: Melanie Curtis
Subject: RE: 945 Forest Arms Lane/ #2015-00484
Here you go!
MC e Fritz
Owner
M & M Home Contractors, Inc.
Cell—612-554-2556
www.mandmquality.com
From: Christine Mattson [mailto:CMattson@ci.orono.mn.us]
Sent:Thursday,June 18, 2015 1:23 PM
To: 'Mike Fritz'
Cc: Melanie Curtis
Subject: RE: 945 Forest Arms Lane/#2015-00484
Mike,
Thanks for the additional information. The newly poured retaining wall is 9'4" in height. Since this is a new wall and is
over 4 feet in height and was not shown on the approved plan, we must receive the specs/engineering plan for the
construction of the wall before you can being to frame.
Thank you.
Christine—
From: Mike Fritz [mailto:mfritz(&mandmquality.com]
Sent: Thursday, June 18, 2015 1:11 PM
1