HomeMy WebLinkAbout2016-01167 CIT�' OF ORONO * z 0 1 6 - 0 1 1 6��
' ' 2750 KELLEY PARKWAY DATE ISSUED: 10/2U2016
� ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 1535 BOHNS POINT RD
PIN : 08-117-23-44-0025
LEGAL DESC : BOHNS POINT WEST
: LOT 1 BLOCK 1
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED
VALUATION : $ 1,600,000.00
NOTE: RECLAIM SAC FROM DGMO CREDIT#2009-00898 12/23/09-SAC PD 5737 IN 1985
SEPARATE PERM[TS REQUIRED:PLUMBING,MECHANICAL, SEPTIC,FIREPLACE,WATER CONNECTION,SEWER CONNECTION,
ELECTRICAL(STATE)
NOTE: PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM
APPLICANT PERMIT FEE SCHEDULE 8,774.92
STATE SURCHARGE(VALUATION) 740.00
JOHN KRAEMER&SONS, INC. TOTAL 9,514.92
4906 LINCOLN DR.
EDINA,MN 55436- Payment(s)
(952)935-9100 CHECK 64436 9,514.92
Minnesota State License#: BUIL-BC001408
OWNER
Todd Amoritz Recovcable Trust
501 CARLSON PARKWAY#507
MINNETONKA, MN 55305-
AGREEMENT AND SWORN STATEMEIVT
The work for which this permit is issued shall be performed according ro
[he approved plans and specifications,applicable City approvals,and the
State[3uilding Code. This permit is for only the work described and does
not grant permission for additional or related�vork which requires separate
permits. All provisions of laws and ordinances governing this rype 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 a�plicant is responsible for assuring all required inspections are
requ�tecYii�conformance with the State Building Code.This permit may be
revo�C9c}�at$ny time for due cause.
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Ap i an Permitee Signature Date Issued By Sign ure Date
,� � '
� City of Orono
Building Permit Application
for New Structures or Additions
Mailing Address: �"1 ._ �(/ 7
A, PO Box 66 Permit number:
�O`v0 Crystal Bay, MN 55323-0066 Date received: -"
I , .
StreetAddress: ,� Received
� y ,� 2750 Kelley Parkw � � �� p aj n review fee: � - ^70
�' c.` Orono, MN 55356 �C(�, - C (
11kESHOR� Main: 952-249-4600 - " Total Fee: ��.n�"�
Fax: 952-249-4616 www.ci.orono.mn.us '�V1 vvv �
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: ;�r-� n -� '
Job Site Address: %� _�5 ,,�C��' � �"���� f�'�
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 us service will be
required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allo wed. n S.�D S'(r�J��"S�
rz
CONTRACTOR/APP ICANT INFORMATION: „
Name: �tir� ,�4�,z�.�t� c:1 nG� S c^ S
State License# C'GC�1�J� Expiration Date: 3 i / 7
Phone: cell /�- /U � 7 office ��S 3- 5 3 7-�ive
Mailing Address: �/ "V ;�co(� •, Cit : -c.lf� �; ZIP: '�,,
Contact Person: T� �� kr c.Q,�el Applicant is: Contractor / Homeowner (Circle One)
Email and/or Fax: :T� r����'�G:/��/(�SiJNS. C�`/`1
PROPERTY OWNER INFO MATION:
Name: '� c���/�'I z.��2 ��vr c�Gl� T/'�-S'f
Phone (day): � , - ��{ - ` (�� :
Address: Sal tS�n ;,,�c�,. S01 Cit : �^��°'�l�" ZIP: C �
Email and/or Fax '"� �, ' C;'r�c�,;1 , �� �
ARCHITECT/ENGINEER INFORMATION:
Name: �j E���L� {°rTT ��5-�� �
Phone (day): '- _ '��� - '
Address: . � a^� S'�, �t�.�-- City: E5� ��' ��'`' ZIP: 5� �� J
Email and/or Fax: �"n {�o o+ S'1�,c��<;,c��rl�,f,'� � - C_v M
,�.';�.,�„-�_��.�.... '1 1
PROJECT INFORMATION: Descriptic - l ' 'i �'' � "` V"«```� ��T
1.Type of Project 4.Sewage Disposal 8
Water Supply
New Construction �ge
Addition �� � • � �Public Sewer
❑Accessory Building � �
❑ Relocation
❑ Other: (specify) w�/�_ ��� • �
�OP.�
**Any earth movement may require �� ❑ Public Water
MCWD review&permits. '�(Private Well
Minnehaha Creek Watershed District(MCWDj
15320 Minnetonka Blvd �/ �
Minnetonka,MN 55345 �
Phone: 952-471-0590 �
Fax: 952-471-0682 •
www.minnehahacreek.or ���Y'(S
n
Estimated Construction Valuation (ex � � � � ���
� �;`1,� � �, � �v D
� ���� _ �� ,�1 � . ��
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Packet Last Updated: August 2015
Page 21
STRUCTURE INFORMATION:
� 'I.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Constructbn� /
a.Length(ft.)= �_ Number pf bedrooms= � ` �� I
� � Wood/ ram I
b.Width(ft.)= _� Number of garage stalis l.-� Maso ��Gvpay� ����1 I
Areas in sauare feet ❑ et I �
Attached=� �j�, ,//J ,I[/' J
I c.Basement= � f��`'� Detached= N�a' ❑ e Bldg. �L/l� /"��!/(� !
d. 15'•Story = � 3�
❑ IF (
e.2n0 Story= �QD� ❑ -site Prefab �
f. %Siory = �/J-� site Prefab
( g.Total Area= ��`-i � r(please specify):
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:_
r---
Not �
Enciosed Applicable
� Buiidin Permit EscrowA reement and Fees
❑ Plan Review Fee
� Com leted A lication Form -
� Pro osed Buildi Plans-2 ful�size sets,to scale and 1 reduced 11 x 17 or 8%z x 11 set
� � Minnesota State Ener Code Calculations and Mechanical Code R uirements
� Surve -2 full size,to scale meeti A�L surve re uirements
D Hardcover Calculations
� � Se tic S tem Certification
� , � � Minnehaha Creek Watershed District(MCWD)Permit or
� ��'{z� �' Documentation from MCV�lD statin no ermit is re uired
❑ Landsca e Walls andlor Retaini Wafl Plans
� --
Stormwater Pollution Prevention Plan(SWPPP) -- �
�' � Access Permit -
---�_ _- — � DataPnvacyAdvisoryForm - I
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide a11 information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consuitant review costs in excess of 5500; i
• Certifies that the information supplied is true and correct to the best of his/her knowiedge. The applicant recognizes that they are i
I 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; �
I
i • Uncerstands some or all of the information that you are asked to provide on this applicatior, is classified by Siate 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 I
the data. Confidential data is informat±on 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 annuafly update our records and records of other governmental agencies �
required by law. (f you refuse to supply the information,the application may not be issued.
I • Agrees that in the event that weather or other tonditions prevent the completion of an as-built survey at the time the I
� Certficate of Occupancy ' quested, a temporary Certificate of Occupancy may be issued upon receipt of a :10,Q00 i
; escrow to ensure co tio of -built survey and all site Improvements.
I
Applicant's Signature� � 1�-����
Date:
_._ � �/b
Owner's Signature� -��` f Date: %f Z 1
,�-�.
Packet Lest Updated: August 2015
Page 22
. 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 application will NOT be
accepted. Call 952.249.4620 to schedule a meeting with stafF if you have questions on
application submittal requirements.
Completed Application �- `�
V� ,,�.j0��� .�l�
Plan Review Fee Pai� U C�
C' �`���a�'�
a�� b� � o�� �� .
,t�-�� ���- � � � �` Y�,k"`��1 ,�
� � � �� `
Signed Escrow Agreement & Escrow Payment ��`\ � ���= C�
� �,�r-- ,� �N
� �
Building Plans (to scale) x2 (�,�-�
l7 "
Certificate of Survey (to scale) showing the proposed project & l7"'�'
meeting all requirements x2
�
Hardcover Calculations (if applicable) ��'�
����t�
I am aware that Orono will not issue a building permit without a�� a'� ��,�
copy of MCWD permits (or documentation from the MCWD stating��,�
the proposed �ect does not trigger their permitting
requirem s). i act the MCWD at 952-471-0590
regar ' g r '
Signed by:
Address: /��� � c � s �� . /�c .
Permit #: J,? p� �. _=�;� ��_, ��
Packet Last Updated: August 2015
Page 2
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: ��3� 1�al� �( 11� � Permit No.: �(�D — (����Q7
Description of work: � � � � Date Rec'd: "! �ZZ� ��Q
Septic review by: JvVV V� '�-- w�.'I sd� ��'y r37 �o�Approved:
Zoning review by: Date Approved: �0 ' (`T� �
Building review by: � Date Approved: �� � �
Grading review by: �111 �W(���U Date Approved: `� ' �' ��//
Zoning District: `' � Zoning File#: Reso#: Reso Date:
Zoning: Lot Area: 2-�0 SF/� Width: Lot Coverage: --' SF %
Survey Submitted: '`�Yes � No Date of Survey: �•�•�� Revised date(?):
Landscape plan submitted? �Yes 0 No Landscaper: j�' l ' � �Y
Proposed Setbacks:
� U !t�
Fr nt(Lake) R�r(Street (� S E W ) ( N � E W ) Other Buildings Wetland
� Side ide
� � �` ��
... , , . ,
Buildina Heiqht Analvsis:
Distance Between First Floor and defined Top of �a� !�
Roof"` See "buildin hei hY' definition :
First Floor Elevation from buildin plans : (b) �"`
Highest Existing ground level (per survey) or 10'
above lowest round level, whichever is lower: ��� �� ; �',�l
Difference between b and c : (d) �1e.
r
Defined Buildin Hei ht(a -(d : �e� ^ � �
to the low point of the corresponding ou have a...
gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF
GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half
• windows): Subtract half the distance ROOF TYP the distance between the
between the top of highest highest point of the roof to
window and the ' he point of the the low point of the
roof corresponding or
hipped roof
• ALL OTHER OOF TY S(flat, • GABLE OR IPPED OOF
mansard,et :No subtra tion. (with wind s): Subt ct
SUBTRACTION ubtract the dist ce between e half the di tance betw en
(BASED ON semenUcrawl pace floor an the the top o the highest
EXISTING h hest existing rade adjacent the window nd the highes
GRADES) fo ndation OR 10 feet(whichev is less). point of he roof
• LL O HER ROOF TY ES
flat ansard,etc):No
EQUALS De i ed bui ing height btr ction.
Define uilding height
EQU S
Updated: May 2016
z:\forms\plan review checklist 5-2016.docx
Shoreland District MCWD Permit Average Lakeshore Setback Bluff '
Met?
. Permit Number: _ Z Yes ❑ No 0 N/A � Ye No
es � No
�� � N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and sf % and sf
� Z.S ,�E�'�",��, 0 Yes No 0 Yes
� 2 3 4 5 � T�� �r TYPe�s): Type(s):
�
j `;; `:�, -,)r'� �L, ri 1 � .
Fees to be Char ed YES NO
Permit
Plan Review �
� State Surcharge �
Investigation Fee (/�
SAC—Number of SAC Units
Other(specify)
Square Footage $ per Square Footage
Basement X - $
1 S' Floor X = $
2nd Floo� X = $
Garage X = $
/ /' /� /�y� t
Estimated Construction Value: $ /1 (p�V,UTA./
Orono Inspections Required Work Requiring Separate Permits
Footing ❑ Site Plumbing � Grading/Filling
Poured Wall Silt FenceJErosion Control Mechanical 0 Fire
Foundation Survey 0 Hardcover Removal �Fireplace �Water Connection
� Framing ❑ Other(specify) � Masonry �Sewer Connection
Waterproofing/Drain tile �Mfg. ❑ Lawn Irrigation
Foundation Waterproofing � Other(specify) 0 Landscaping
Framing
Insulation
� As-Built Survey
Final
I Lathe Required State Permits
� Other(specify)
Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
�See Builder Acknowledgement Form
❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: May 2016
z:\forms\plan review checklist 5-2016.docx
' 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
req uested.
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.
��/` t � ���t,.�-�.c/�
First iddle Last
-( V��J� L �^ ��!^ 1J ' ' ��
Address
.�e�1"� `' �-�,`� �S��3�v �S�- ��f= y/��,
City State Zip Phone
I underst d my ri ts as tated a ove. _
�
� ±
Signature
Packet Last Updated: August 2015
Page 7
� � Builder Acknowledgement Form
Permit #2016-01167 /�35 Bohns Point Road
Builder Representative Name: ,�� r\���!����
Permit Conditions: Initials
**NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a �
foundation as-built survey must be submitted and approved by the City or a Stop Work order �
r
will be issued.
Schedule a minimum of one hour for the framing inspection. � �
Erosion control mechanisms must be installed and inspected by the City prior to any land
disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to ��
inspection.
Erosion control shall be installed and maintained throughout the entire project and must �
remain until vegetation has been established. ` —�I�
A haul route shall be submitted to the City Engineer for approval and inspection prior to �
commencement of hauling from the site.The property owner shall be responsible for cleaning � j��
a n d r e p a i r o f r o a d w a y s f o r a n y a d v e r s e im p a c t s.
No underground sewer within 20 feet of well. ��/\
�
Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations I�
must be submitted and approved.
In the event of winter or other extended unfavorable weather conditions (which prevent the �
completion of the exterior improvements and/or as-built survey) a Temporary Certificate of �
Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow.
Advisory Comments
Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining
walls, etc. not currently shown on the approved survey and landscaping plan will require a /�
separate Zoning Permit application to be submitted and approved prior to the work ��
commencing.
Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the ���
height of the lower wall require engineered plans and a building permit to be submitted and
approved prior to construction. �
w:\street files\bohns pt rd\1535\builder acknowledgement form 2016-01167.docx
RECEIVED
� OCT 0 7 2016
City of Orono
��oNo Hardcover Calculation Workshe��°FORONo
Property Address: � PT. .PD. (,T'�/��' " I'
�=F G /S,3 5 Do ,v,r ,?,�r TT" D�'SF•;,,�.��`
`�'rESHUQ'E Prepared by: G.Rar✓!��'�' � �t A:�r�� IATE.,J� Date:
./��• �'-.=7r' i
. � � �'�'- �•f�
Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 2: ROPOSED HARDCOVE
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 separately for each portion.
Key to Hardcover Item (Describe) Length x Width Total
Surve Square Feet
Exam le Gara e 24'x 30' 720 S.F.
A ouSC 5Y S.F.
B - /! 0 9 S.F.
C ^ - ' "rii'vi it � 'i✓`� `�r'= G S.F.
� /E'r u; t3 v`E`�" /� Gr�^t I?E --�t- S.F.
E CoYEKFO /'c�°;',c% 6� S.F.
F
7 S.F.
G �� �'�'" S.F.
H
S.F.
I
S.F.
� 1 1< . r�r� S.F.
K i L/ S.F.
L
S.F.
M W 2 Z6 S.F.
N � w,.�„ 73 S.F.
� R F S.F.
P R � � l�.t�r'N 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 sed Hardcover O S.F.
Excludable Hardcover See Ci Code Sec 78-1684 :
S.F.
S.F.
S.F.
S.F.
S.F.
2 Total Excludable Hardcover O S.F.
3 Net Pro sed Hardcover Subtract line 2 from line 1 O Z 7 S.F.
4 Total Lot Area S.F.
Proposed Hardcover Percentage [(3)s(4)j �8. ✓r0%
Subdivision Application-January 2016 This is an information packet regarding Nardcover. Every effort has been made to
ensure ihe 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 19
Chcistine Mattson
From: Adam Edwards
Sent: Thursday, October 13, 2016 2:10 PM
To: Christine Mattson
Subject: RE: 1535 Bohns Point Road/#2016-01167
Stamped approved.
Note—protected tree area from Watershed permit and grading plan do not correspond. Grading plan shows 2-4 ft of fill
at the tree location.
Adam
From: Christine Mattson
Sent:Tuesday, October 11, 2016 11:41 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Subject: RE: 1535 Bohns Point Road/#2016-01167
Adam,
We have received an updated survey. Please review and provide comments.
Thank you!
From: Adam Edwards
Sent: Friday, September 30, 2016 2:17 PM
To: Christine Mattson <CMattson@ci.orono.mn.us>
Cc: Roger Peitso <rpeitso@ci.orono.mn.us>
Subject: RE: 1535 Bohns Point Road/#2016-01167
Chris,
I've reviewed the subject pfan and stamped it approved with the following comments:
1. Grading plan must ensure that hardcover/surface runoff is not directed to the north west neighboring
property.
2. A separate utility permits will be required for the sewer connection.
3. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to
any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection.
4. A separate permit will be required for the pillar/monuments at the driveway entrance
Adam
1
From: Christine Mattson
Senr:Tuesday, September 27, 2016 10:10 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us>
Subject: 1535 Bohns Point Road/#2016-01167
We received a building permit application for a new single family home at 1535 Bohns Point Road. Please review and
provide comments.
Adam
The MCWD permit shows a tree protection area noted. I find this had to believe since they are also proposing grading in
the same area. Please comment.
Thank you!!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway : Orono - MN ; 55356 (physical addressJ
PO Box 66 i Crystal Bay ; MN � 55323-0066 (mailing addressJ
`li' 952.249.4620 � 8 952.249.4616
'� cmattson@ci.orono.mn.us ; � 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
2
Chr,istine Mattson
From: Christine Mattson
Sent: Tuesday, October 04, 2016 321 PM
To: John Kraemer
Cc: 'tmoitz@gmail.com'; 'Mark Gronberg'; Mike Henslin (mike@landscapegt.com); Roger
Peitso
Subject: 1535 Bohns Point Road/#2016-01167
Attachments: letter.pdf; 78-1405.pdf
John,
Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us with any
questions.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway ; Orono ; MN ; 55356 (physical address)
PO Box 66 � Crystal Bay - MN = 55323-0066 (mailing addressJ
�' 952.249.4620 ` 8 952.249.4616
� cmattson@ci.orono.mn.us ; � 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
� �°�o
C ITY OF ORONO
� � Street Address: Mailing Address: Telephone(952)249-4600
�, Gti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
�,9 t�, Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us
kFsxo�
October 4, 2016
John Kraemer
John Kraemer and Sons
4906 Lincoln Drive
Edina, MN 55436
Re: Building Permit Application#2016-01167
1535 Bohns Point Road
On September 22, 2016 the City received a building permit application for a new single family house. Staff conducted
a preliminary review based on the information provided and recommends the following items be submitted or revised
in order for your application to be considered complete and for the plan review to continue:
1. Certificate of Survey. Our engineer has reviewed the survey and has the following comments:
a. The construction entrance depicted should be a rock construction entrance and the roadway kept clear of
debris.
b. The grading plan shows a potential for stormwater to be directed onto the neighboring property to the
northwest. Please have the survey updated to show a drainage pattern keeping the stormwater runoff on
the subject property.
c. Please have the survey updated to show the house to the northwest and the distance of that house to the
lake for determination of the average lakeshore setback.
d. The MCWD permit shows tree protection on the north side of the property between the house and the
property line,yet the survey shows proposed grading in the area. Please clarify.
e. Show the location of the well.
2. Landscape Plan. A landscape plan was submitted, but it doesn't match the survey.
a. Landscape Rocks. The survey shows landscape rocks which are not shown on the landscape plan.
Have the landscape rocks labeled as existing or proposed and reflected on both the survey and
landscape plan.
b. Path to Lake. The landscape plans depicts a path to the lake. This should be shown on the survey.
The landscape plans depicts it as lighted path. Describe how the path is going to be constructed —
grass, mulch, an edging proposed,etc.
Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed
exterior/landscaping improvements, i.e. patios, grading,sidewalks, retaining walls, etc. Any proposed patios,
grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey.
3. Entrance Monuments. The proposed entrance monuments are 36 square feet where 25 square feet is allowed.
Please refer to City Code Section 78-1405(9), copy enclosed.
a. Please have the size of the entrance monuments updated to meet City Code standards and reflected
on an updated survey.
b. Also note,a separate building permit must be submitted and approved prior to the construction of the
entrance monuments.
October 4,2016
1535 Bohns Point Road
Page 2 of 2
4. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed
District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding
your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit
or documentation stating the proposed project does not trigger any of their permitting requirements.
5. Separate City Permits Required for:
a. Sewer Connection
Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on
the above requirements.
Sincerely,
CITY OF ORONO
���1 VI�.� ��WIJ�+''�►—
Christine Mattson
Planning Assistant
c via email lohn Kraemer
Todd Moitz
Mark Gronberg
GT Design and Landscapes
Roger Peitso, Building Official
Enclosure
Orono, MN Code of Ordinances Page 1 of 8
.\
Sec. 78-1405. - Nonencroachments.
(a) The following shall not be considered to be encroachments on yard setback requirements:
(1) Chimneys, flues, beit courses, leaders, sills, pilasters, lintels, ornamental features,
cornices, eaves, gutters, and similar building elements, provided they do not extend
more than two feet into a required yard.
(2) Nameplate signs for one-family dwellings subject to the provisions of article X, division 4
of this chapter; lights for illuminating parking areas, loading areas or yards for safety and
security purposes, provided the direct source of light is not visible from the public right-
of-way or adjacent residential property and is located at least five feet from the front lot
line; public utility poles and overhead lines; mailboxes.
(3) Terraces, steps, uncovered porches, stoops or similar structures which do not extend
above the height of the ground floor level of the principal building and extend to a
distance of not less than two feet from any lot line. Window wells including those for fire
egress which do not extend more than five feet from the building. Sidewalks, driveways
and parking areas when constructed, located and used in compliance with other
provisions contained within chapter 78. Driveways may extend to within five feet of a side
lot line.
(4) In side or rear yards only, bays or cantilevers not to exceed a depth of two feet nor to
contain an aggregate area of more than 20 square feet, fire escapes not to exceed a
width of three feet and a depth of four feet, and open off-street parking.
(5) In rear yards only, balconies, breezeways, detached outdoor picnic shelters, laundry
drying equipment, and recreational equipment except as otherwise regulated; no
accessory structure shall be closer than five feet from a rear lot line.
(5.1) Retaining walls, subject to the following provisions:
a. Retaining walls may be located in all required yards when all of the following
conditions are met:
1. The structure is located at least ten feet from the edge of the traveled roadway;
2. The structure is not located within a drainage, utility, or other easement, except
upon approval in writing for an encroachment agreement by the city; or similar
approval from another regulatory and/or utility agency;
3. The structure creates no impacts to drainage direction, rate or volume for
adjacent properties.
b.
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Orono, MN Code of Ordinances Page 2 of 8
� Retaining walls which do not exceed two feet in height above existing grade, which
are located within the property and at least five feet from any property line, and for
which the amount of imported fill associated with the structure does not exceed 20
cubic yards, do not require a building or land alteration permit.
c. Retaining walls exceeding two feet in height above existing grade or for which the
amount of imported fill associated with the structure exceeds 20 cubic yards or
which are located less than five feet from a property line, shall require a land
alteration permit and upon recommendation of the building inspector may require
city council review or a conditional use permit per the provisions of section 78-967.
d. Retaining walls exceeding the allowed height of a fence in a given required yard shall
be located so as to meet the required accessory structure setbacks established for
that yard.
(6) In side yards only, no accessory structure shall be closer than ten feet from any side lot
line.
(7) Air conditioning or heating equipment may be located within a required yard but shall be
located within five feet of the building it serves; shall not be located within an existing or
required drainage and/or utility easement; and shall be located at least five feet from any
lot line.
(8) Fences erected in all zoning districts are considered as a nonencroachment when they
conform to the standards listed below. For the purposes of this section, the following
definitions shall apply:
Permanent fence. A fence that is installed in a fixed or enduring manner that is not
intended for a seasonal or temporary purpose.
Temporaryfence. A fence that is not permanently secured or anchored to the
ground by posts or affixed footings, and is installed and removed on a limited term or
seasonal basis such as: snow fences, garden fences, seasonal recreational fences such as
hockey boards; fences installed for safety or access management purposes for special
events; and fences installed for the duration of a construction project such as silt fences,
erosion control bioretention logs, and septic drainfield site protection fences.
Fence height.The measurement from the top of any part of the fence, including
posts or other structural supports, lattice, ornate top design elements, and so forth
measured to the existing grade below the fence, as measured perpendicular to the slope
(see Drawing). Exception: Post finials extending above the top of the fence shall not be
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Orono, MN Code of Ordinances Page 3 of 8
deemed as part of the fence for height determination purposes as long as they do not
exceed ten inches in width per finial and do not extend above the top of the fence by
more than ten percent of the ailowed maximum fence height at that location.
Drawing: Fence Height Measurement
on Sloped Site
about:blank 10/4/2016
Orono, MN Code of Ordinances Page 4 of 8
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a. Non/akeshore lots.
1. Fences and walls within a required front yard or side street yard shall not exceed
about:blank 10/4/2016
Orono, MN Code of Ordinances Page 5 of 8
a height of 42 inches above original grade.
2. Fences and walls within a required rear or side yard shall not exceed a height of
six feet above original grade.
b. Lakeshore /ots.
1. Fences within the required street (rear)yard or side street yard of a lakeshore lot
shall not exceed 42 inches above original grade. Exception: A fence not
exceeding six feet in height may be located along the street lot line of a lake
frontage lot which abuts a major thoroughfare. A major thoroughfare for
purposes of this section means any county road or state highway. If such fence
involves fill or berming, the total combined height of both fence and fill shall not
exceed six feet above the height of the crown of the major thoroughfare.
2. Fences within the required side yard of a lakeshore lot shall not exceed six feet
in height, and shall not exceed 42 inches in height for any portion located
lakeward of a line drawn between the most lakeward projection of the fence
owner's principal residence structure and the most lakeward projection of the
principal residence structure on the adjacent property abutting the side yard in
which the fence is located.
3. Fences shall not be constructed within the defined lakeshore yard of a lakeshore
lot, i.e., shall not be located within 75 feet of the shoreline for general
development lakes, 100 feet for recreational lakes, or 150 feet for natural
environment lakes.
4. When the building site of a lakeshore lot is separated from the lakeshore by a
public or private road, the following definitions will apply for fence location
purposes subject to the provisions of section 78-1405(a)(8)a.2: When the yard on
the opposite side of the building site from the lake does not abut a street, such
yard shall be considered as a standard rear yard. The yard between the building
site and the street shall be considered as a standard front yard.
c. Specialprovisions. Split rail fences of no more than three rails within a required
front, street or side street yard may have a maximum top rail height of 48 inches
above original grade. Board rail fences within a front, street or side street yard for
the specific purpose of enclosing permitted domestic animals may have a top rail
height of 60 inches and shall be no more than 50 percent opaque.
d. lntersection sightline obstruction prohibited. No fence shall be installed so as to
obstruct a required clear view at street intersections as required by section 78-1371.
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Orono, MN Code of Ordinances Page 6 of 8
e. Fence construction and maintenance.
1. The owner of a fence shall maintain it in a condition of reasonable repair and
appearance and shall not allow it to become or remain in disrepair or in a
dangerous condition.
2. Fences shall be installed with the finished side facing neighboring properties or
the street. The term "finished side" means that side having no structural
supports.
3. Fencing materials shall consist of permanent all weather products.
4. Temporary fencing shall not be allowed to remain on the property following final
inspection, or issuance of a certificate of occupancy for a permitted construction
project, or protection of property during a similar project or winter conditions.
Winter conditions shall be defined as October 15 through March 31 of the
following year. Temporary fencing associated with a special event shall be
removed within seven days of the end of such event. Temporary fencing
materials shall not be allowed to remain on a permanent basis on a parcel.
5. Existing fences that are legal nonconforming as to location, height, design or
other characteristics may be replaced in kind.
(9) Entrance monuments, defined for the purpose of this section as a nearly permanent
physical structure or object, natural or artificial, used to depict an entrance to the
property, erected in all residential zoning districts are considered nonencroachments
when they conform with the following standards:
a. Each monument, with a maximum of two per approved driveway access, shall be
limited to a single pillar with a footprint measuring no larger than 25 square feet and
no length to exceed five feet;
b. The monument must be setback a minimum of five feet from all property boundaries
and never fewer than ten feet from the edge of the paved, traveled roadway;
c. Plans and/or elevation views of the proposed monuments are required to be
submitted for approval by the planning director;
d. All signage proposed for the monuments must comply with section 78-1467;
e. The monuments are limited to eight feet in height including any appurtenances. Any
monument exceeding the maximum height must meet principal structure setback
requirements;
f. When more than one monument is proposed, and serving two or fewer residences, a
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Orono, MN Code of Ordinances Page 7 of 8
minimum horizontal width of 16 feet is required between them;
g. When more than one monument is proposed, and serving three or more residences,
a minimum horizontal width of 22 feet is required between them;
h. Lighting is allowed, in conformance with section 78-1573 and at the discretion of the
planning director.
i. When a gate is proposed, the following requirements must be met:
1. The gate must open into the property not outward towards the right-of-way, and
2. Gates serving two or fewer residences shall have a minimum horizontal width of
14 feet in the full open position, and
3. Gates serving three or more residences shall have a minimum horizontal width
of 20 feet in the full open position, and
4. For all properties, gate height may not exceed the height of the monument,
measured from grade, unless principal structure setbacks are met(if
monuments are not proposed then gate height shall be regulated in accordance
with the fence height regulations of section 78-1405(8), and
5. Gates must maintain an opacity level of no greater than 25 percent, and
6. For locked and/or secured gates a knox box, meeting the standards set forth by
the police and fire department, must be provided for emergency access, and
7. On major thoroughfares the monuments and gates must be located 40 feet from
the paved, traveled road to allow for vehicle stacking. A major thoroughfare for
the purposes of this section means any county road or state highway.
j. A building permit is required for installation. A survey must be submitted depicting
where the monuments will be placed, and the property corner pins must be located
for inspection purposes.
(b) The following shall not be considered to be encroachments on structure height
requirements:
(1) Parapet walls that extend no more than three feet above the height of the building.
(2) HVAC cooling towers.
(3) Elevator penthouses.
(Code 1984, § 10.03(15); Ord. No. 211 2nd series, §§ 1-5, 11-26-2001; Ord. No. 12 3rd series, § 1,
5-24-2004; Ord. No. 30 3rd series, § 1, 11-28-2005; Ord. No. 43 3rd series, � 1, 2-25-2008; Ord. No.
106 3rd series, § 22, 6-10-2013; Ord. No. 139 3rd series, § 1, 2-23-2015; Ord. No. 140 3rd series, §
1, 3-23-2015)
about:blank 10/4/2016
Christine Mattson
From: Adam Edwards
Sent: Friday, September 30, 2016 2:17 PM
To: Christine Mattson
Cc: Roger Peitso
Subject: RE: 1535 Bohns Point Road/#2016-01167
Chris,
I've reviewed the subject plan and stamped it approved with the following comments:
1. Grading plan must ensure that hardcover/surface runoff is not directed to the north west neighboring
property.
2. A separate utility permits will be required for the sewer connection.
3. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to
any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection.
4. A separate permit will be required for the pillar/monuments at the driveway entrance
Adam
From: Christine Mattson
Sent:Tuesday, September 27, 2016 10:10 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us>
Subject: 1535 Bohns Point Road/#2016-01167
We received a building permit application for a new single family home at 1535 Bohns Point Road. Please review and
provide comments.
Adam
The MCWD permit shows a tree protection area noted. I find this had to believe since they are also proposing grading in
the same area. Please comment.
Thank you!!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway ; Orono i MN - 55356 (physical addressJ
PO Box 66 � Crystal Bay ; MN � 55323-0066 (mailing address)
� 952.249.4620 3 952.249.4616
� cmattson@ci.orono.mn.us ;' � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: Friday, November 11, 2016
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LEGAL DESCRIPTION OF PREMISES :
Lot 1, Block 1, BOHNS POINT WEST
o : denotes iron marker PROPOSED ELEVATIONS : (verify)
(908.3): denotes existing spot elevation, mean seo level datum 1) Garage = 950.6 �
�
9t0.8� denotes proposed spot elevation, meon sea level datum 2) Top of foundation = eae.s
--917� --. denotes existing contour line, mean sea level datum 3) Main Floor = 950.75 �
-�^'�: denotes proposed contour line, mean sea level dotum 3) Basement = 939.37 q
Bearings shown are based upon an assumed dotum. 4) Sport court = 933.0 "
�q
' This survey intends to show the boundories of the above described property, existing 5
topography per our 2004 survey, recently located trees, and the proposed locotion of a y�
proposed house, driveway, wolk, decks, covered porch, patios, volleyball court and grodes ff
thereon. It does not purport to show any other improvements or encroachments. �
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?�1�0 —ottc� 7
.�. ` � � Load Short Form � Job: Moitr
WCI h�$��" Date: Sep 22,2016
Entire House ORONO CQPY By' Mike
Horizon Contractors, Inc.
���r� �hr� ��r�- �9'
8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:michaelstng�yahoo.com
� • ' � •
For: JK&Sons, Inc.
��a���`�r�
',i.„J
, ' • • �
Htg Clg CITlr�fi�tfiation '
Outside db (°� -13 88 Method Simplified
Inside db(°F� 68 75 Construction quality Average
Design TD (°F� 81 13 Fireplaces 0
Daily range - M
Inside humidity (%) 50 50
Moisture difference (gr/Ib) 50 31
HEATING EQUIPMENT COOLING EQUIPMENT
Make Bryant Make Bryant
Trade BRYANT Trade BRYANT HEATING AND COOLING SYS...
Model 987MA66100V21 Cond 189BNV060'`"""A
AHRI ref 5053234 Coil CNPV*6024AL*+98(6"6,7*A)66100V21"**+UI
AHRI ref 7607412
Efficiency 97 AFUE Efficiency 10.0 EER, 16.5 SEER
Heating input 100000 Btuh Sensible cooling 39200 Btuh
Heating output 98000 Btuh Latent cooling 16800 Btuh
Temperature rise 49 °F Total cooling 56000 Btuh
Actual air flow 1867 cfm Actual air flow 1867 cfm
Air flow factor 0.023 cfm/Btuh Air flow factor 0.049 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat ratio 0.90
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(f�) (Btuh) (Btuh) (cfm) (cfm)
Sport Stor 71 2594 186 59 9
Jr Mstr Bed 272 9900 4539 224 223
JR WIC 63 1595 492 36 24
JR Bath 117 4260 1594 96 78
Conf WIC 44 818 110 18 5
Off B 96 2982 1786 67 88
Off T 96 2666 1748 60 86
Conf 212 3569 2084 81 102
M C12 91 3035 1281 69 63
Mstr CI 1 120 2203 856 50 42
Mstr Bath 319 6064 2711 137 133
Mstr Bed 286 6060 4822 137 237
M Entry/Foy 182 2101 492 47 24
M Laun 30 891 130 20 6
Sport Ct 991 33886 15130 766 744
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
:� � 'w��9h���� Right-SuRe�Universa1201717.0.01 RSU07800 2016-Sep-2217:29:46
Page 1
� ...\Desktop\Wrightsoft HVAC\Kraemer Moitz Left.rup Calc=MJ8 Front Door faces: E
Entire House 2990 82624 37962 1867 1867
Other equip loads 4560 723
Equip. @ 0.93 RSM 35938
Latent cooling 4391
TOTALS � 2990 � 87184 � 40329 � 1867 � 1867
��::'`:a:.._ �s�..�:�
SEP 2 g 2016
CITY OF ORONO
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2016-Sep-22 17:29:46
� ���9h�'��� Right-Suite�Universal 2017 17.0.01 RSU07800 Page 2
\Desktop\Wrightsoft HVAC\Kraemer Moitz Left.rup Calc=MJ8 Front Door faces: E
' � Load Short Form Job: Moitz
W�"� ��$Q'�"` Date: Sep 22,2016
Entire House By: Mike
Horizon Contractors, Inc.
8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:michaelstng@yahoo.com
� • ' • •
For: JK&Sons, Inc.
SEP 2 8 ?n�S
e �:� �.�.
� - . . .
Htg Clg Infiltration
Outside db (°F� -13 88 Method Simplified
Inside db(°� 68 75 Construction quality Average
Design TD (°F) 81 13 Fireplaces 0
Daily range - M
Inside humidity(%) 50 50
Moisture difference (gr/Ib) 50 31
HEATING EQUIPMENT COOLING EQUIPMENT
Make Bryant Make Bryant
Trade BRYANT Trade BRYANT HEATING AND COOLING SYS...
Model 987MA60080V21 Cond 189BNV037"0"*A
AHRI ref 5053233 Coil CNPV"4821AL"+98(6*B,7*A)60080V21'`"`+UI
AHRI ref 8412937
Efficiency 97 AFUE Efficiency 12.5 EER, 18.5 SEER
Heating input 80000 Btuh Sensible cooling 22960 Btuh
Heating output 78000 Btuh Latent cooling 9840 Btuh
Temperature rise 67 °F Total cooling 32800 Btuh
Actual air flow 1093 cfm Actual air flow 1093 cfm
Air flow factor 0.018 cfm/Btuh Air flow factor 0.046 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat ratio 0.82
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft�) (Btuh) (Btuh) (cfm) (cfm)
Up Unfin Stor 446 9390 1905 173 88
Bed 5 381 12271 3216 226 149
Up Laun 72 1148 186 21 9
WIC 5 45 135 49 2 2
Bath 4 121 2956 1311 55 61
Bath 5 48 145 52 3 2
WIC 4 35 65 32 1 1
Up Hall 241 2534 1242 47 58
Bed 4 223 5115 2729 94 127
Hall Clo 30 1129 153 21 7
Bath 3 50 81 44 2 2
WIC 3 25 365 60 7 3
Bed 3 182 3913 2560 72 119
Library 212 2937 1181 54 55
Bath 2 63 103 56 2 3
Bed 2 186 3523 1794 65 83
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
W�'1 h�$Q�� 2016-Sep-2217:27:32
�+r'. 9 Right-Suite�Universal 2017 17.0.01 RSU07800 Page 1
�� ...p\Wrightsoft HVAC\Kraemer Moitz Right Beds.rup Calc=MJ8 Front Door faces: E
Roof.�itr 56 784 130 14 6
UpStr/Hall 427 3432 1812 63 84
Up EI 42 1473 201 27 9
Open Great 592 7719 4805 142 223
WIC 2 35 57 31 1 1
Entire House 3511 59274 23547 1093 1093
Other equip loads 5646 895
Equip. @ 0.93 RSM 22706
Latent cooling 4843
TOTALS � 3511 � 64920 � 27549 � 1093 � 1093
� N., :...
SEP 2 � �n��
CITY OF ORO�O
Bold/italic values have been manually ovenidden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
� W�'1 h�$Q,i.� 2016-Sep-221727:32
� 9 Right-Suite�Universal 2017 17.0.01 RSU07800 Page 2
p\Wrightsoft HVAC\Kraemer Moitz Right Beds.rup Calc=MJ8 Front Door faces: E
� Load Short Form Job: Moitz
�y�'� �'�$Q� Date: Sep 22,2016
Entire House By: Mike
Horizon Contractors, Inc.
8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:michaelstng@yahoo.com
� • ' • •
For: JK&Sons, Inc.
SEP 2 8 7n��
� - • . .
Htg Clg Infiltration
Outside db (°� -13 88 Method Simplified
Inside db(°� 68 75 Construction quality Average
Design TD (°� 81 13 Fireplaces 0
Daily range - M
Inside humidity (°/a) 50 50
Moisture difference (gr/Ib) 50 31
HEATING EQUIPMENT COOLING EQUIPMENT
Make Bryant Make Bryant
Trade BRYANT Trade BRYANT HEATING AND COOLING SYS...
Model 987MA66100V21 Cond 189BNV060*"""A
AHRI ref 5053234 Coil CNPV*6024AL*+98(6'`6,7*A)66100V21"""+UI
AHRI ref 7607412
Efficiency 97 AFUE Efficiency 10.0 EER, 16.5 SEER
Heating input 100000 Btuh Sensible cooling 39200 Btuh
Heating output 98000 Btuh Latent cooling 16800 Btuh
Temperature rise 49 °F Total cooling 56000 Btuh
Actual air flow 1867 cfm Actual air flow 1867 cfm
Air flow factor 0.023 cfm/Btuh Air flow factor 0.053 cfm/Btuh
Static pressure 0 in H20 Static pressure 0 in H20
Space thermostat Load sensible heat ratio 0.83
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft�) (Btuh) (Btuh) (cfm) (cfm)
Exercise 283 4525 511 102 27
Rec 999 12174 4941 276 263
Media 363 2148 784 49 42
Stor Unfin 2 186 4277 661 97 35
B EI 36 1096 77 25 4
EI Equip 24 39 0 1 0
Low Bath 90 752 45 17 2
Stor Unfin 1 221 1397 77 32 4
Mech 457 5699 366 129 19
Fut Wine 84 854 85 19 5
Lake Prep 109 1783 807 40 43
FrmlPow 36 1720 541 39 29
M EI 42 1845 555 42 30
Foy/Str 544 4892 1929 111 103
Hearth 323 2593 2097 59 112
Great 652 13119 7082 297 377
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
.� W�1 h�0�} 2016-Sep-2217:30:25
�� 9 Right-Suite�Universal 2017 17.0.01 RSU07800 Page 1
p\Wrightsoft HVAC\Kraemer Moitz M 8�B Right.rup Calc=MJS Front Door faces: E
' Dining 272 5894 4647 134 247
Kitchen 288 4341 3740 98 199
BreakfasU61 Bar 239 4998 3213 113 171
PoolPow 70 2877 1825 65 97
Prep Kitch 49 590 87 13 5
Mud 162 2301 380 52 20
Dog 61 2511 654 57 35
Pantry 49 0 0 0 0
Entire House 5637 82425 35102 1867 1867
Other equip loads 4864 771
Equip. @ 0.93 RSM 33325
Latent cooling 7321
TOTALS � 5637 � 87289 � 40647 � 1867 � 1867
�<�_.. �,:'.�_. � ��:..�
SEP 2 � ��,�
CITY OF ��:'��?�'
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2016-Sep-22 17:30:25
� ���9h�Q�� Right-Sude�Universa1201717.0.01 RSU07800 Page2
p\Wrightsoft HVAC\Kraemer Moitz M&B Right.rup Calc=MJ8 Front Door faces: E
. . . �'7 ti.x.,e±."�+ �R�
d :�.�`.�,as N�-�i.�..`'
Ventilati�n, Makeu� �nt� �� ���tian Air S
Cal�ufations S��rn��1 ��r�n F�r Nevv
EP 2 � 7n��
Dwell�ng� ����`"��� �?����
_ .._. �..---- aat� d
si�eaa� .3� 2 .
comxactor ;
,�. �n� co�a�a ev ;S
S@C�OiI A►
�BI1'�t���tOR �U1i1'�i�/
(Determine quar►tetY bY us�iL4 Tabie M1104.2 or Equa�on 11-1) /
Square feet(Cand►doned area induding basement—
Total ra4�ired ventii8iion c
finished or tmfinished? � ("�r/
Continuous ven6latinn
" hlumber oi bedrooms
Direc�ions-Determine�he total ana��n�nuous ventilation rate by eithsr using Tab/e N 1904.2 or equafion 9 9-�.
The tabte and equafion are below.
Tabie�f1104•2
TOt81 al1d Go(ttinuous Vent'slation Ratas in cfm
Number of Bedrooms 3 4 5 6
1 2 TotaU
TotaV TotaU Tota11 TotaU
Conditioned spaae To�� continuous
(in s .ft.) cantinuous ContinuoU5 continuous con#ine�eus �a���o°US q3�l68
1000-1500 60/44 7514Q 90/4� 105153 145/73
�f 501-2000 7d140 85143 14Q15� 1�5/58 13fl/65 155l18
2001-2500 8f}/40 95/48 '1'10155 125/63 140170 165/83
250'I-30Q0 90/45 145153 120l60 13�/68 �5��5 �7�/g8
3009-3590 100/50 115/58 130165 145IT3 160180 1 g5/93
1q.Qr74 155/78 170l85
3501-4000 R10155 125163 195198
40Q1-4500 120160 935f68 150175 165/83 't80f90 2�1'103
450'E-5000 130/65 145R3 164l8fl 175188 194195
140/7� 155i78 170/85 185/93 2QQ/10� 2'I51108
5�01-55�0 225!'413
5601-60d� 150R5 165183 180/90 195198 210I105
Equation 11-1 + Totat ver�tilatien rete(s�)
+ 15 x number o#bedrooms 1}]_
(OA2 x square feet af conditioned space} I t
Tatat ventiia�on—The mecn o'd aceo�d ng to tf�e above tabie orequati�nn For h�at ecov ryuse1,k;tatorsi(HR�and rate
averac�e,for each one-haur pen
ener reCove�y v��t�ta�t�cs(ER1�th�average hourly ven�jafion capae`�mUS�be d�y@`fm�@�It1 GOnside�ation o any
9Y
redvct�on of e�8us�or out outdoor air intaice,or both,far deftost or o � P rovided,
Gonicinuous ventila�ton-A►ninimum of 50 peccent of the total ven#iiation rate,but not less than 40 cfm,shal!be p
on s con-tinuous rate average for eacn one-hoS���d ng the a�erage flrnn►rate foan�Cfi�houras�mety���ntended to be
continuous may have automatic cyc1ing contro p
1
�
Directions-!n order to determrne the makeup air,Tabfe SQ1•�ances or solyd fue(apptfan ciesvare rnstal ed,�use rhe o'ppropra`a e'Umn
A wil!be appropriate,however,if atmaspherFcally vented app"
cofut'nn.Fof exiStfiQ dw8(IfAgS,S�fMG 501•4.3. Please note,if the makeup air quantity rs ne Trans,er the cfm,size of openi�►g a►►d
.p
be requtred for veniilation,if the value is posicive refer to Tabte 501.3.2 and srze the openfng.
type(round,rectongular,flex or rigid)to the lost fine vf sectian D. 'fhe make-up arrsupply must be installed per IMC 5Q1.4.2.3.
Table501.4.1 S�P 2 ��lfi
PROCEDURE TO DETERMiNE MAKEUP AIR 4�A�{�'FOR EXHAUST EQUIPMENT iN DWELLINGS , � r ��Eti�
(Additional tombustton air wiii ha re9uired for mmbustlon apptiances,see KA�A method for caiculations
One or mu{tiple pawer One or mulUple fan- One atmospher+caUy vent Multiple s h ri N
as or al appliartce or vented gas or oii
v e rt t o r di rec[veni assisted appiiances and B liances or solid fuet
appliances or no power vent or direcc ve�t one so ti d f u e l a p p l i a n c e a P P�
appliances
cAmbustion app��ances agpiia�ces Cofumn C Column 0
Column A Cofumn B
i.Use che appropriate cotumn ta o 09 �Q6 0.03
estimate housQ irtflkratian 015
af pressure factor
��"'�� /�/��
b)tondiUoned floor area(sfl{including
unf+nished basements
Estimated House tnfiltration(cEm):[la '��� -
x lb]
2.Exhaust CapacitY �a/ti
a)mntinuous exhauSt-only v2ntlldtlOn ,�]�j
system(cfm1;(nat app�kabfe to �1f
baianced venUlacion syscems suct+as
�R �35 135 135
b}ciothes dryer(cfm) 135
c)80%of larges[exhaust rdUng(cfm); ��
KRchen hood typicaliy `
(not apPlicabie if recircuiating system �� r°1
or if powered makeup air Is eledrical�Y ��
intehocked and match tv exhaust) ��� �j11�'�
d)80%of next largest exhaust ratirtg �
(cfm); bath fan typicaliy Nat �
(not appticabie if redreulating system qpp�icable /�(j
of ff pOWEred makeup air is electrlcally vo
interlocked and matched to e�chausc ���
Tota)ExhaustCapacity(cfmj:
(Za t 2b r2t+Zd]
3.Makeup Qir Qua�ttity{tfm) �(�3
a)totai exhaust caPadty(�m above)
b}estimated house infiltratSon lfrom / �vt-
a6ove)
Makeup Air QuantitY(cfm):
(3a—3b] y��
(if value is ne8ative,no makeup atr is
needed ����/�
4,for makeup Air Opaning Sizing, _
refet tn Tabte 5Q1A.2 ��v er� �L fJt'�►
A, USe II1�5 GOIUlilft If thelB are Other than fan-assisted or atmospheri�ily vented gas or oil appkiance or if there are no com ustion app�fances.(Power vent and
direct vent appiiances may he used.)
B. use this column if there is one fan-assisted appliance per venting system_(APPliances other than atmosphericallY ventEd applianc.Qs mdy adSban��C�U(�2d•
[. Use this miumn ii there is one atmospheriplly vented(other than fan-assisted)gas or oil app��ancx per ventlng sysiem a�one sntid fuel app-
D. Use this column iP there are muttiple atmosphericat[y vented gas a�oIl appifances us�n6 a common vent or if there are atrnospherfcaUY vented gas or oi1
appiiances and solid fiiel appliances.
page 3 of b
i:\Buitdingl5dfetYPoticiesinformation\Current\2026\VentMakupCombAirCa1s2016.docx
y+..e'�'
Directions-The Minnesota Fuel Gas Code method to calcutate to size of a required combust�orr air opening,is ca0ed the Known Air
1n�iJtrotion Rate Method. For new constructfon,4b of step�i is required to 6e filted nut• c
1FGC Appendix E,Worksheet E-1,1346.5412
Residentiai Combusdon A��Ca�a+kation Methad
(for Fumace,Boiter,and/or Water Heater in the Same S ace)
Step i:Compfeoe vente�l combustion appliance information.
Pumace/8oiler. �8C� L1CJC:.Y_Btu/hr C!� Y �./f' �1 t�','e���
Draft Hood _„Fan Assisted ��rect Vent �nP"r-�
or Power Vent
Water Heater: � (�`Y�('J Btu/hr
DraftHood �FanAssisted _D3rectVertt �nP"t'
� or Power Vent }janCes. f�/i/��
Step 2:Calculate the votume of the Com4ustion Appliance Space(CAS�containing COmbUstiOn 8pp �vUium2: %�� �
7he CAS inctudes all spaces mnnected to one another by code compliant openings-
LXWxH � `N H I�
Step 3:Determine Air Changes per Hour(ACH)1
Default ACH vatues fiave been incorporated�Mo Tabte E-1 for use witfi Method Ab(KA1R Method).
kf the year of wnmuc[ion or ACH is not known,use method 4a(Srandard Method}.
c
Step 4:Determine Required Volurne for Combusti0n Air.(DO NOT COUNT��RE�T��T'v'PuaNCFS
4a.Standard Method ��p�}._____,._Btu/hr
'rota�etu/hr input of ail combustion appliances .��_ �a
Use Standard Method column in Table E-1 to find TOtd�Requked
Volume(TRV}
If CAS Vofume(from Step Z�►s 9re�er tt'Q"TRv then no outdoor openings are needed_
If CAS Volume(from Step 2)fs tess thcn TRv then go to SrEP s•
4b.Known air tnfiltration Rate(KAIR)Method E�N�T COUIVT OIRECf VENl'RnP�C� �ES�� B�/hr
wer vent app�lante5
Tota�Btu/hr input of ali fao-assistgd a^d P°
i7
Use Fan-Assisted Apptiances Column in TabVe E-1 io find
RVFA: �'�� -
Required Volume Fan Assts[ed(RVFA} ,g`
Uanws ��p�='v��t�lhr
Tota!etu/hr input of a!1 Naturai draft app
Use Naturat draft Appiianc.es column in Fable E-1 to find
RVNFR:��
Required Volume Natural draR app��ances(RVNdA)
� Q (�`ls�C'i' -rrtv t�
Total Reqnired Volume[Cft1�_
RVFA t RVNDA TRv-------------+
If CAS vo�ume(fro�n step a}�s greater d+Q^TRV then no outdoo�openings are needed.
If CAS Volume from Step Z)�S�ess ihan?RV then go to StEP 5.
Step 5:Caltutate the fdt�0 Of availabte inter�or voiurte to the total required volume. L/G�� J �� , ��
Ratio=�volume�from Step 2j dtvfded bY TRV(from Step 4a or Step 4bl Ratio=
Step 6:Calculate Reductlon Factor(RP). + ��
RF=1- • 1 =
RF=1 mtaru Ratio
Step 7:Ca�cu�ate single outdoor opening as iF ail combustion air is from outside• ln�� �,ry��-��.., g��hr
Tota!fitu/hr input Of ait CombuSt�on�°�PPUances in the same t'AS
�
(EXCEPT D6RECF VENT)
GQRib45GOT1 A�t OQOning Area(CE.oa). �(��3�p Btu/hr er in2= d�''�'` � ��2
Total Btu/hr dfWdeA b 3000 Beu�hr per in2 ��Q-
S�p g:CatcuVate Minimum CAOA. / �
�G � % r�`� _ (vr ��Z
Minimum CA�A=��A�"utdplied 6y RE Minimum CAOA=�� ���
Step 9:Caiculate Combustion Air Opening Diameter(caoo) a� �S3 � �/,
CAOD=1.13 multTplied by the square root of Minimurn cJ�oA cAo�=1.13 J Minirrtum C/+OA=
in.diameter ��
go up one�nch i�size if using flex dutt
1 ff desired,ACH can be deteRnined using ASMRAE ca�u'�aUon or blower doortest_Follow procedures in Section G304.
Page 5 of 6
h\Buitding�5afetyl'ol�des►nfqrmation\Curtent\2016\VentMakupCombAlrta�s20i6.doac
��� �- ���� s�.
�ew�o��ruc�ian�naegy Code Gompliance�er�ificafe ��G� �d �.,.;:,,�;y;� _�-, _'
Pef P.401.3 Ceriif�ate.A GWc�r�9�[b��6e posted an osi�ihe ele�1 cEstc��Pan�- ' � 2 n t�
'}i ddress of the Dwet3i or IIwetl'ma Un'st G`�'
SEP 2 � ��
.3..� 5 0. _ _ - r �►-r�.
MPl License Tlumber (� � ��
i�ame of RaGider�ial Cor►�ractor _ �t�'�` ' �'��'�$
` — - — . -� RRt]ON GONTRQL 51(ST�M
THEE2�AL ELOPE Yy�Chedc Wi That MP�Y x Passive(No Fan}
Active(UifrFh fan and tnofltsm�tPl6f
o m oibersystem man�nrin9 dateir.�} !
� � � Location tCr iutuc2 loa2tiori)�F2n:
� � 3 y .� � � � �
� -- Q � xs C,� � m �
� Q � � y C 9 7 Tu
j = � �- � U p t!. � o
lnsutation Lecaiion °� 6 � � � E � m v �
�� � � � ti ° � �' � dther PlQase D&scn�se Here
Hetaw F�re 8tab
Foundation Watl
Pericnete�of Slab an�rade
ftim Joist 1 st Ffacar)
F2im Joist t2nd Etoo`})
9
watt
ceiGng,�iat I
Gei6n9.vaulted
8ay INndows ar canEilaveced ateas
Ftoars ovEr uriC4ndtGane�2tea
Descn'be aEher icssutatad afAas
f Bts�Fding ee�ueiope ait 4ighEn�:
��ascfE sys4evre a'sr f3g��ess:
eating or Coottng Duc45 8t�4.sida COtitjlft0it8d S��
1Nindows�tToors Not 2 l(pbie.a11 ducts located in cond"diar►ed SAaCe
Avera98 U-Factui(eXclutles sRY�9�and one door�u= R-va{ue R8
Sofar Heak Gain Coeificient(SHGC}: IVl�ke-eip Air Select a Type
t1t�EGEIA fCAL SYSTEIIP! Dcme�atic wate�
Heating syseem Cooling rystem Nat reQuired Pe�me�code
Ap�tiances He3tBP
�c`�iUF�� �I2C1[f IC �asstv�
�uef TYi�
�P�/'c�Fi i c�1T�f 3Cit ���ed v�iU��chaust device.
Menufactu2s
�t�AGc� �`I�Nu�3.'I nesca�
Mod�f �8�ary u,
outputin � Other,aescn'6e_
inP�t in Tonx
BTUS: ��(}l�C.� Gauorts:
R2hng er Sf� g� � , / Loca@on af dud o�gY�en+:
iAFUE ar a,�y �R 7
�HSpF�h �
EtiSUen
�23�T19 1.aS5 Fdeating Gain GooRng Laa
R�identia(l.aad Calcuiatia� � ���t`t�' 3�g�(� Cfin's
^cound dact Qft
"merai du�
EGHAAilGAL 1/El�TtiATtOi�SYSTEM ; �9.r,vo aces or r Combustion Rir Select a T e
esc e anY a � or Com $d r B��° °g� meck cod�
- u►�e heat AnmP w1t�9�baIXc-up iur�)� Not re4eiu�P�
Passive
SE►eCt i'IiPe- Nigh: Oti12c,desctit��
LaVr. Locat�on of duct oT sY��
esE R�aver Venfi'lator(t-�R C$ ���s' �� N;gn:
Enet$lf ReCAvc�Ventitatcr i�V1�Aa�+tY in txms'
8a3anc�d venG�atian capaalY in ctms � �''s '
Lncation aF fan(s).dasafbe: Ba11�'�"'�S°m� �
' � ' �round duck aR
IS °meta�du�t
��paCl�]►Cp�1�11UQIlS V2fl�1�lOD t2tE iTl C�tttS: �
T�at ven�iaaun Cmterm�tent+carn�nuous)rate in cimx ��n�OiO'f4
gu�c�s A�ssoeiaton aF�'�
L,�.�¢ ,fc�t. 3� (�.u�(s-
New Constructaon Energy Code�ompiiance Certi�cate � ,..;,, .� ,_:, ,
Dmte erililsate Poated
FBf P.9U1.3 Ce[t�Cdte.A b�9���sriall be posted ao or in Use ete�t dtstrmu5art paneL ' �r� � � �n{c
t 11 n
'i Add af the Ili or DweiGnu Unit C�tY
' ��5 � - - ��� F�/ r (`pt"�C�P,t
N2me of Ra�identiel Ca�tracEor MN License Number e s • � �: �:�,..:,° �
- - -� �o�GOt,rrRo�.sYSrem
ERA�AL MlELOPE �
Type:Check A117hat Rpply x Passive(No Fan)
qetive(IAr,tri fan and ma»ameterar
o � ofhersystesn morte3eaircg device)
� � � Loption{ar furi�ra locatian)of Farr
m � � � m _ � a m
3 U �
� - Q m � � m � � �
r �'
@
? a Z A � c'�i � u. � �
II15Uta41011 LOC3�lOtS (..r R d � � O �y w —
y� � � m E E y� V b
f6 � G m ef
� c $ � ti ,� ,L � � Other Pi�ase DEsa1b�Hete
8etaw Entire Stab
Foundation Watl
Perim�ter af Slah an GcadQ
Rim Jaist(15t Flaor}
Rirt�.loist(2nd Ftaor+}
vtlat[
Gei'ling,flat
Ceiling,vaulted
8ay Windows ar can6�evered areas
Floo�s over uncandttloned a[Ea
EJescriba o4her insula#ed areas
� F3aiie�ing es�ve�ope aer 4igh4ness: Duct sy�cem air fiigh�nn�ss:
Windoars R.EJoocs Heating or Gooling Dur.fs Cuiside Conditaoned ces
Average U-Fadnr{exclud� G hts and one door}U: Not apFltcabie,ati ducts locatad in cor+d-dioned sp��e
Soiar Heak Cain Coeifiaer�t(SkGC}: R valuE {2g
MECHA l AL STEMS RAakewp Air Setect a Type
Domestic Water Cooling System
Appiiances t-Eeating System I';;B3i2f 1Vot�EyUifEd P�met3t.codB
�8Ld.8�'c'�i ��eCU'iC; Passhre
Fue1 Tvt�
�Si�Ic'1CI� ��f��$ Pawered
Manufacturer interfacked with exhawt devi�e.
�e�� S b i � �66� �escnt�e:
inpertin Capaatym Qutputtn� � O1k18�d25d1hB:
R2ling crSize B'tiPS: /f�flfi�L}�d Ga�ons: Tons
AFL1E or SEER �� „� Loqtion of dud oc sY=slem=
�EfRctency HSPFSG 7 tEEft a..�
Heating Lass � ��n9��� Cao(ing Load
ResidentiaE Loact Calcu{a4iots
7l� `� �/t�3� .5'�C�� c�►�5
� ^ro►md duct Oft
M�CMANIGAL 1(EidTiLAT10N SYSTEM ^merat duct
s arry a ona or com n h ng or coo ng systems n e : �g.�o aces oT a i Com �o�Air Select a T e
our�e heat pump wim gas ba�ic-uP mrnace): ot requ�red Pec mech mde
?assive _�.'—
Setect Type: p��d��-�
Heat Recover Ventilatar(HRVa CaAa in cfrns La�'r High:
Enea9Y Recover Ventitatar(ER�CaPaa in cims_ E.aw_
Hi h: Locatton af du�t or svsiem_
Ba{anCed Venhl2lion caP� �n drrls �eg
�ocation of€an(s).descnb�: Betir 80cfrtr Pa�nic C� K — e/�l� ^�und tfiuct OR .
Can�ci cot�6nu�us ven�a�an ra�in cims: /�S
"meial du�t
Tarat venbla6�(mtermittent+caatinuaus)cate in cFsn�
Swldeis AssociaWn of tdlie+nesflta version 1Q161�9
, ,/�1tz i ri � f,� c.vel ���``�',
�..
k
tdew Gansfrucf�on-En�rgy Cod�Gompliar��e Cer�"s�ica�e ` `- " �
D�to Co+lHieah Pes}ad C t�
Per R4Qt.3 GP.�6rate.A bu�din9�rtficate stra9 be Pos1e�1 an or�lt�e e:ec�icat�us�n i��- ' S C P 2 �1 ��j�
'i ddd the Ifin orDurBiI'mollnit _ - C'�CJ Y�U`
� � � � 5 v ,��5 � _ - - C��:�Y O�r O�C�!�O
laame of Ra�ider�fia!Contraetor i�SP9 l.lcense t�tumber
'6'��-l�F�Ai.. RlV�LL.�PE
` _� ry �Ai�i�1 GON'fE�OL 5YS'fEM
Ty,oe:Check Al[Ti�at APP�Y Passive(No Fan)
^ Adlve(Wr1h fan and moneun�ar
6 � �ofhersystemmanitoru�9devic�} ,
� a Locatian(or i�Wt�lacauan of Fan:
� m m
� � � m
m � � ;y — cc
a - .�'n � is v Cj a m �
� Q [a m � � � �
3 m � � `�
� � g �' � V 0 � w �n
lnsutetion Location � � `o @ � � �e3 m v �
-�-" � 0 8 � 6
� c � t� tt t� �t � � � ��12P PIQ'2SB DESC�Il32 E12P8
Betaw 6nfire 8tah
FoundaUon Wat!
PeameteroiSlab sxt Gt2de
ftirtt Jaist f is[Fl��r}
Rim Joistt2nd F1oar+-}
watt
Ceiling,��`fat
Ceiling,vsuited
Ba Windaws or canb'ievered arass
Floors aver uncondi[irn�ed area
Flescri6e ofher i�afated areas
� 6t�ilding e�vslope air�igh�s�=
�Beact sy��n ai��ig�6sEss:
eating or Coflfin Du�ts Outside Cond'dsoned Spaces
Windows�DoOcs N�8pplicahte.ari duGs[ocateditt Conddiotted sAace
qve�-age U-Factof(exdudes skYb9h��d or,e daot)U: RN�ue Rs
Soiar Heat Gain Coefficisnt(3HOC): Nlak�wp Qir Set2�t a Type
i1�t�CH&t�lCs'�L S ST� �
Domestic►Nater CooBng Syste�n �,��
,qpptiartces Efeating Systarn Ei@dteF Not FQtIUIf2d R�
g �$3tu�ai
���C�'€�; passive ��
�ue3 TYP�
4 �rya.�t� �ryant �� �ac� .
Manufacturer Inteetookad w;th ext+aust device_ ��J� V�� 1
18Q6N�b� oescry-t�: ��+t i�t I�
ibiotl2i 9�����s�/o� ourouctn 01ltBr,d�scfilaB:
Inpv[ifi �Ra�� s
BTUS:
� �� -2fiDII5: TORS
Rating or Siza sEER /6�� Lacation a"r duct o�s7+�"=
AFUEor � E ��
��� HSPF:S /� / �
Heat3n Loss H�ting t3ain caoAng Laaca l w;i
9 a
Residen4ta�Loa�C�Icul�kior �'��� ��i9�y rJ .5�,�?t�JC� � C�in's
^�ound duct Oft
"meqi duC[
EG�le4[dfCAL�/E[dTs T(d3ly 8YS!EM e : e:g,two acas or a r
e5C anY a ona ar comn n�f h ng or coo tt3 sYstems Cambusti n Air Select a T s
oar�e deat A�P+��9�bactc-ug iamace3: Not re4eiu�i Per mech code
Passive
Select FyFe: lii9h: � dthar,describe:
He2t RemV2T V2nUlatOr{F1RV� CaP��Y m cfrns: 1-� � tacat�n af ucs o �
Ni h'
EneR3Y Recnver Venhlator(ER�C�P�C�'in cims: �`N �-E C
Ba}anCed Venh'tatinn capa in e4ms � Cfm's .
Laca60R afsanlS.desa�b� g���S°"'� �� r /
���� ,c ��auna a�cta�
i Cat�ac��cnn�tuous ven6{�ion�at�in c�ns� a mer���t
T�fai vanFUation(mtem��tent+cantimmus rate ii'��m�
Buiidets Assoc�aton a���v��1DS't014'!4
1
DATE TIME
CI OF ORONO CALLED IN �
INSPECTION�10 CE SCHEDULED ��
PERMIT N - ��J� COMPLETE?
ADDRESS � �� � - � �
OWNER TELEPHONE NO.�� Z Z bC 3��"
CONTRACTOR '�G����-�
� ESCRIPTION �-
4t�FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 01MNERICONTRACTOR TO MEET YOU:_YES_NO
y COMMENTS:
�
W
4
o ���2�s�C ��l��e �/i.�- ✓��/ �rc�.E
�. -
� Ur✓�ls rl�c�r Q-�ts�'. ✓1`-c/c r? �ss�l —
�O
W ./�
� — 7�-¢r�'�Ov� �G/ H�14��- c.Jt��.� �r/o i
Q
2 „!� �O�t/'c`c-s- ^
W
�
� r6!•^'�/dG� �� �� y
�
�
W ❑WORK SATISFACTORY:PFtOCEED ❑PRW ECT COMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O�RFlECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COA/ERINO PERMANENT
❑CORRECTUNSAFECONDITIONWRHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-48��
OwnerlContractor on site:
Inspector:
ts Copyllnspector's Flle Cenary CopylSM�NWks
' DATE TIME
� ,^�ITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED � ' v'�� ���d
PERMIT NO. �b/6��O i/e�7 COMPLETED //"3v '
ADDRESS /`�' •.� �ol,.-rs � � /1�0 .
OWNER TELEPHONE NO.
CON7RACTOR �4h1 ,+�r�.��
� DESCRIPTION �� . r��"�5 `�'• �
� �FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ 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
�4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERJCOKTiiACTOR TO MEET 1f�U:_YES_NO
v�i COMMENTS: -
a �L�`'Wl'� ; /,��✓ ' 1'� �' e/l�ii��'E?✓ci'/� -
o � �o� �-- Lvrrrc�<v�l�s sc�.Ovr� �^��cve�� -
� � �,` /� ,[ L
� ��'.Kc G�-S���/ ��,� /(.��' ��e a5 ��I,�CP�
° � rc �+'I��vQ �t�/ /'j2l�� l�.��c✓-�'var�l �Ur� �4r�Q r' �
u, _ ,.-�;5
� l � �� - �✓ .tie —
Q �
2 r2 q. .�:. ���a �� �r"f li ���
� ��r�� ✓ �i4c��. T� i
W
�
�
J
W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
a��ARRECT VMORK 3 PROCEED ❑ ISSUE CERTIFlCATE OF OCCUPANCY
O❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CdVERIN(i PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46�0
OwnerlContractor on site:
Inspector:_��/�. `�--.
1
White CopyAnapector's Flle Gnary CopylSlt�Noties
HAUGC7
ALO 1/10/14
- Daily Soil Observation Notes
Project No: �� - �`� �.; Date: t� Z$ 1� Report No:
Project Name: � 5 3�j B o�I vt 5 Po i n� �2 cl Project Location: D('o h o M IJ
Client: � 5 5�1'Q W A �-}" �o vvi pA h i e S Temp/Weather: !00 � pe►r-}-�y L �d lAd-y
Project Manager: P0�!a � �� � °� � Time Arrived: �� = .3� A►'� Departed: �2 = �5 D►'�'1
�y't! E���:,:�r,f i;-,,,,;i ,�
Areas Observed: ❑ Building Pad '�House Pad ❑Roadway ❑Parking/Walks ❑ Footing
❑Proof Roll ❑Other(describe):
Soil report available? ❑ Yes �No Report reviewed? ❑Yes ❑No Report prepared by:
Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation:
Approved plans available? �Yes ❑No Specified compaction: fill source:
Oversizing appears adequate? ❑NA ❑Yes ❑No Soils observed agree with Soils report? ❑Yes ❑No
Soils appear adequate for design loads? ❑Yes ❑No Proposed project bearing capacity(psf):
Contractor notified of results? �f Yes ❑No Name of person notified: ��y�� c u ka J.S �"L �l1^i—
Was a copy of this report left on site? ❑Yes �No If so,whom was it submitted to7 �i 2 _ � 63 6 - 3�9
N
Notes/Comments: Q b ��U 6 � �'1 C �h � �� /► � 01 � � b J S
5 ewar-f- , olc� -F� II �v� d bur� t � a � l e Qse
� saU -E-1.� 1�ovt s a r e. �n cl o l d f-� !I ;h
h -F� af n a�'l � , � +-�v�, Sa � � S A Eu
-}-a � (� b a w c I �► c s a c�ds . I� �nd w � � 1
c ( I I� c ¢ c� �, �-�a� a+-+o w, eK a -f� r
�}�T� -� obse � �e o Monda 1 U.eSG�
Performed By: J6`1Vl C^Y� �Sa VI Reviewed By: Date:
612 - 97� - 35� 2
This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or
recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report.
H A U G [�
ALO 1/10/14
' " Daily Soil Observation Notes
Project No: I�' - O`� i 3 Date: �� � Report No:
Project Name: �5�S gC�►t�S �0��l f �U Project Location: � ���b M N
Client: -�5 StcW�t�f C o�'�'1p/I V1� F_S Temp/Weather: 60 � S u i/1
Project Manager: ���1 � �"/�u� �" Time Arrived: �� �'s'�'+ Departed: << ��' p��
_-----__ ---- - —----�= --------
__�
';<�rk c����� r;:,����.;
' Areas Observed: ❑ Building Pad [�House Pad • ❑Roadway ❑Parking/Walks ❑ Footing
❑Proof Roll ❑Other(describe): " A�"�1 ' Gt ; f.�1
Soil report available? ❑ Yes �No Report reviewed? ❑Yes ❑No Report prepared by:
Finish floor evaluation: �pO _ a� Bottom of footing elevation: c���Z Bottom of excavation elevation:� �Z
Approved plans available? [�Yes ❑No Specified compaction: G�C� Fill source: ��,y� d ('� SA(/1� Q� -5���".
Oversizing appears adequate? ❑NA �Yes ❑No � �' � Soils observed agree with Soils report? ❑Yes ❑No ('1')L} f-Q f! 6+
Soils appear adequate for design loads? Yes ❑No Proposed project bearing capacity(psf): z Q� 0
Contractor notified of results? �Yes ❑No Name of person notified: �
�c�nt� JS 5��-�N1�i �'
Was a copy of this report left on site? ❑Yes �No lf so,whom was it submitted to?
N
Notes/Comments: C�5 �i �� r � �i�� Q c �t�/<� -� i� � I�°Gt c��c;,v1
s �,�, llo;� b1��nr� �►� cr o�es FNcor� ►��'r. �';;d �me�1 � u
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Q ( �� � �{ �}- i c v� , Q� - 5 i f � 5�v�� 5a ; � S i�t �� (I � (��;.h
� ��S f c� .
Performed By: J D�i yl �c1� �So J•� Reviewed By: Date:
61� - �l 7y - 3 5y 2
This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or
recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report.
.HAUGD
-
Report of Field Compaction Tests
Nuclear Method-ASTM D 6938-10
Standard Proctor-ASTM D 698-07
Project No: 16-0923 Project Title: 1535 Bohns Pt Rd Client: 0
Test No. 1 2 3 4 5 6 7 8
Technician Initials CAH CAH CAH CAH CAH CAH CAH CAH
Gauge Serial Number 33277 33277 33277 33277 33277 33277 33277 33277
Probe Depth 12" 12" 12" 12" 12" 12" 12" 12"
Wet Density(pcf) 126.9 132.6 125.9 120.6 140.1 1213 120.5 124.9
Moisture(pcf) 9.0 9.4 17.8 15.2 11.2 15.7 16.0 17.0
In Place Speci£ed
Optimum Max Lab Dry In Place Dry Compaction
Test No. Date Soil ID No. Classification Moisture Compaction Comments
Moisture 9�o Density(pcf) �p�� Density(pcfl 9�0 �o
1 11/04/16 P-1 SP/SM 10.9 122.4 8 118 96% 95% A
2 11/04/16 P-1 SP/SM 10.9 122.4 8 123 101% 95% A
3 11/07/16 P 2 CL/ML 153 107.2 16 108 101% 95% A
4 11/07/16 P-3 CL/ML 16.1 108.2 14 105 97% 95% A
5 11/07/16 P-4 SP/SM 83 132.6 9 129 97% 95% A
6 11/15/16 P-3 CL/ML 16.1 108.2 15 106 98% 95% A
7 11/15/16 P-2 CL/ML 15.3 107.2 15 105 97% 95% A
8 11/15/16 P-3 CL/ML 16.1 108.2 16 108 100% 95% A
Test No. Location: Material Tested Elevation
1 SW Footing Corner Sportscourt Building Pad Fill 931 1/2
2 Center Sports Court Building Pad Fill 931 1/2
3 Garage-Side load SW middle Building Pad Fill 935
4 Garage-Side load NE corner Building Pad fill 936
5 Garage Side load NW corner Building Pad Fill 933
6 Garage Side load NW corner Building Pad Fill
7 Garage Side load South end middle Building Pad Fill
8 Garage Side load SE corner Building Pad Fill
� f
� �
A Test results comply with specifications. '"" ! �f�'���''�
B Test results do not comply with specifications. $ignature:
C Test results meet zero air void specifications. #�V�A
#N/A
PROCTOR TEST REPORT
124
1 . ° 122.4
122
,� 120
U
d
�
N
C
�
�
�
�
118 -
116
ZAV for
Sp.G. _
� 2.65
114
7.5 9 10.5 12 13.5 15 16.5
Water content, %
Test speCifiCatlon: ASTM D 698-07 Method A Standard
ASTM D 4718-87 Oversize Corr.A lied to Each Test Point
Elevl Classification Nat. %> %<
Depth USCS AASHTO Moist. Sp.G. LL P� � No.200
SPSM 2.650 6.2
ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION
__ _ —--- _ _ - — ---;--
I SPSM Poorly Graded Sand with Silt Dark
Maximum dry density= 122.4 pcf 120.4 pcf Brown
Optimum moisture= 10.9% � 11.5 %
_--- _- =_- ---
Project No. 16-0923 Client: JS Stewart ,Remarks:
i PrOjeCt: 1535 Bohn Pt.Rd. ;�Assumed Sp.G.of 2.650
Date: 11-7-16
IC Location: Sports Court Sample Number: P-]
Haugo GeoTechnical Services, LLC
I _ Maple Grove,_Minnesota Figure
�__
Tested By: _Roxie ______._ .
PROCTOR TEST REPORT
ZAV for
108.5 ' ' Sp.G. _
—_ __ _ 2.65
o �
107
�
,� 105.5
U
d
..�'- —
.�
�
�
�
� 104
102.5
101
10.5 12 13.5 15 16.5 18 19.5
Water content, %
Test speCification: ASTM D 698-07 Method A Standard
Elev/ Classification Nat. %> %<
Depth USCS AASHTO Moist. Sp.G. LL P� #q No.200
CLML 2.650
TEST RESULTS MATERIAL DESCRIPTION
_ — — - — --— _
Maximum dry density= 107.2 pcf CLML Clayey Silt Light Brown
Optimum moisture= 15.3 %
�—— — _— -- _— --- _ —
i Pro�ect No. 16-0923 Client: JS Stewart IlRemarks:
'I Project: 1535 Bohn Pt.Rd. I Assumed Sp.G.of 2.650
Date: 1 1-8 �
��Location: Garage SW Middle Sample Number: P-2 ii
Haugo GeoTechnical Services, LLC II
I� Maple Grove, Minnesota Ili Figure
Tested By: _Roxie _
V
PROCTOR TEST REPORT
109.5 '
0
108
,� 106.5
U
�- ZAV for
�' Sp.G. _
� 2.65
a�
�
�
� 105
103.5 �
—� __
102
12 13.5 15 16.5 18 19.5 21
Water content, %
Test speClflCatlon: ASTM D 698-07 Method A Standard
Elev/ Classification Nat. %> %<
Depth USCS AASHTO Moist. Sp.G. LL P� #q No.200
CLML 2.650
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density= 108.2 pcf � CLML Clayey Silt Light Brown
Optimum moisture= 16.1 %
Project Na 16-0923 Client: JS Stewart Remarks:
Project: 1535 Bohn Pt.Rd. Assumed Sp.G.of 2.650
i Date: 11-8-16
�%Location: Garage NE Comer Sample Number: P-3 II
Haugo GeoTechnical Services, LLC
_ Maple Grov�_Minnesota II Figure
Tested By: Roxie _ _
.
.
PROCTOR TEST REPORT
143 '
- - -� -
} --
138
� o
,� 133
U
Q
T
.�
C
�
�
�
�
128
123
ZAV for
Sp.G. _
2.65
118
4.5 6 7.5 9 10.5 12 13.5
Water content, °/a
Test speCifiCation: ASTM D 698-07 Method A Standard
ASTM D 4718-87 Oversize Corr.A lied to Each Test Point
Elev/ Classification Nat. %> %<
Depth USCS AASHTO Moist. Sp.G. LL P� �q No.200
SPSM 2.650 13.3
ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION
-- _ _ __ __ _— _
Maximum dry denslty= 132.6 pCf i 128.7 pcf SPSM Poorly Graded Sand with Silt Light
, Brown
Optimum moisture=83 % �' 9.2%
-- -- - - -
Project No. 16-0923 Client: JS Stewart Remarks:
Project: 1535 Bohn Pt.Rd. Assumed Sp.G.of 2.650
Date: 11-8-16
�Location:NW Garage Corner Sample Number: P-4
Haugo GeoTechnical Services, LLC
�___ Mapl_e Grove, Minnesota � Figure
Tested By: Dmitriy _____
DATE TIME ✓
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO.��1 G1` �1��7 COMPL ED /Z �,` �
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INSPECTOR WILL REfURN
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OwnerfContractqr on site: ,���T
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c-5 �
DATE TIME
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� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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CsN for the next inspection 24 hours in advance. (952) 249-4600
°w�edc°M��cMr°�,isnq:
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✓
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Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
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OwnerlContractor on site:
Inspector: �� � �—
Whits CopyAnspector's File C�nary CopyfSft�Nofks
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OwnerlContractor on site:
Inspector: �
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c;aN rorthe next inspection 2a hours�n ac�►ance. (952) 249-4600
ownerlCor�tractor on itg:
�nspector � �
Whit�Cap71���FlN Can�ry Copyl8lb NaRla
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csN�r n�e�ext Mspecao�u now�s in a�►anoe- (952) 249-4600
Owr�ICorMrector on site:
Inspector:_,�� �
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`� �-� DATE TIME
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INSPECTION f�I E SCHEDULED -!�-� � G•'L`
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� DESCRIPTION � ,���
IN ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGlFILLIN(3
�Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
_ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� �,INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
��� FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
� ❑ DEMO-SITE ❑ SEPTIC INSTALL ,
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❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS.
Csfl for the next Mspectfon 24 hours in advance. (952) 249-4600
OwnerlConiractor on site:
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Inspector:
wn copyn��eo�ors F�a Gna►Y CoPrISM�Notiq
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�/ � DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE / SCHEDULED __�� ��
PERMfT NO����I I^' �-� II (E� COMPLETED
ADDRESS � �? � �� � � �
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ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
�O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
� ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ S WER HOOK-UP ❑ FOUNDATION/REMOVAL
� ❑ DEMO-SITE PTIC INSTALL
? OWNERICONTRACTOR TO MEET YO . YES._NO
� COMMENTS:
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Inspector: �`'��'���-G
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Q ❑ POURED WALL ❑ PLUMBINO RI ❑ EXCAV/(iRADIN(iIFILLINO
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
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� �J�ISULATION �WOOD BURNERIFIREPLACE O C����
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ca�tor u�e n�ct tr�e�on 2�t nours�n a�anos. (952) 249-4600
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�ERMIT NO. r ��' �� COMPLETED
ADDRESS � �7.'`��"� ��,���;'��� �
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� DESCRIPTION �-- ����'� �� � `��"`"�"� ���
41 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
❑ 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
i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE ❑ S TIC INSTALL
? OWNEWCOftTMCTOR TO MEET YW:�YES_NO
� COMMENTS:����' U� � �
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❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS.
Cafl for the next inspection 24 hours in advance. (952 j 249-4600
OwnedContractor on site:
Inspector:
VYhite CoPYAnspactor's Ffle C�nary CoprlSit�Notke