HomeMy WebLinkAbout2012-00270 - new structure . ` CITY OF ORONO * z 0 1 z - 0 0 z 7 0 *
� 2750 KELLEY PARKWAY DATE ISSUED: OS/03/2012
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 3925 CHERRY AVE
PIN : 08-117-23-33-0086
LEGAL DESC : HICKORY HILL
: LOT 000 BLOCK 000
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAM[LY HOUSES, DETACHED
VALUAT[ON : $ 427,345.55
NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE,WATER CONNECTION, SEWER CONNECTION,
LAWN IRR[GATION,WELL(STATE),AND ELECTRICAL(STATE)
ADVANCED PLAN REVIEW FEE OF$1,427.89 PAID CK#7859-PD BY REAL ASSETS LLC
VALUATION OF PERMIT FEE WAS CHANGED BY LYLE WHICH MEANS AN ADDITIONAL$538.20 WAS ADDED TO PERM[T FEE.
NOTE: AS BUILT SURVEY REQU[RED PR[OR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIA��-�� F'�
INCLUDED ATTACHED SHEET WITH REQUIREMENTS.
NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT
THE TIME THE CERTIFICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIF[CATE OF OCCUPANCY MAY BE 1SSUED
UPON RECEIPT OF A$1Q000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS.
APPLICANT pERMIT FEE SCHEDULE 3,024.75
DEAN JOHNSON HOMES PLAN REVIEW 538.20
4700 CTY ROAD 19
MEDINA, MN 55357- STATE SURCHARGE(VALUATION) 213.67
(763)479-4820 TOTAL 3,776.62
Minnesota State License#:20639439
OWIYER
Real Assets LLC
550 25TH AVE N
ST CLOUD, MN 56301-
AGREEMENT AND SWORN STATEMENT
The work for which this perrnit is issued shall be performed according to
thc approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time afrer 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.
,.�� ` r`'L�T--_' .�/'�3 /Z�-r2- �� �l � l aZ---
Applicant Permitee Signature Date Issue y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
-_-_._-_.___._-_-�
City of Orono
Building Permit Application 7 7�0���
for New Structures or Additio s ...3,
Mailing Address: permit number: a,-�O �
�j,0,�. PO Box 66
/ O Crystal Bay, MN 55323-0066 Date received: '��-� �
��X�, �
II� ��'t�� �,I StreetAddress:' Received by:
�\ ���,��,j. �.�'i 2750 Kelley Parkway Plan review fee: / 7.(�
'�9��� ��'���g.� Orono, MN 55356 �� �
k�SHo. ! a -00 �.
�____' Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: -?�C?�Z„�� C,�,�,,� ,� y t�v,,..�
Will this be a Parade of Homes, Remodelers Sh6 case Home or other Display Home? ❑ Yes ❑ No
If yes, a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shuttle bus service will be
required un/ess applicant demonstrates sufficient on-site parking is available. Non-permitted events wil/not be allowed.
CONTRACTOR/APPLICANT INFOR ATION:
Name: -�,� ��O�avw'S
State License# (�; y.' Expiration Date: �/3i I�
Phone: "'� � - '( 'ZG office �-Tk,'S- Z4-Z - �1 � l cell
Mailing Address: 4 �, i Cit : i'Y '` ;.� ZIP: �r.�3 r'� "�
Contact Person: �� Applicant is: on��rac�or / Homeowner (Circle One)
Email and/or Fax: �� � � �� �Q - 4 Z.
PROPERTY OWNER INFORMATION:
Name:
Phone (day):
Address: City: ZIP:
Email and/or Fax
ARCHITECT/ENGINEER INFORMATION:
Name:
Phone (day):
Address: City: ZIP:
Email and/or Fax:
PROJECT INFORMATION:
1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8�
Water Supply
�New Construction �Single Family with �Residence
]Addition attached garage ❑ Garage/Accessory Bldg. �Public Sewer
❑Accessory Building ❑ Single Family with ❑ Deck
❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer
❑Other: (specify) ❑ Multiple Family/Condo ❑Warehouse
❑ Public ❑ Storage ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Other(specify)
MCWD review&permits. ❑ Industrial �Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify)
18202 Minnetonka Blvd
Deephaven,MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ � B pc�c�
STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
a. Length (ft.)= 1 � Number of bedrooms= � �IVood/Frame
�'Z.. Number of ara e stalls: ❑ Masonry
b.Width(ft.)= g g ❑ Metal
Attached=�_ ❑ Pole Bldg.
Areas in sQuare feet Detached = ❑ ICF
❑ On-site Prefab
c. Basement= �; ❑Off-site Prefab
��[;� ❑Other(please specify):
d. 152 Story = �
e.2"d StOry= �S 3 3
f. '/2 Story =
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed: •
Not
Enclosed A licabte
.P� ❑ Permit A lication
❑ Pro osed Buildin Plans
� ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ Surve meetin all re uirements
❑ Stormwater Pollution Prevention Plan
❑ J� Hardcover Calculation s
O Se tic S stem Site Evaluation Re ort
❑ Access Permit
❑ Wetland Buffer Im rovement Plan
❑ En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Plan Review Fee
s
❑ ❑ Other
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
. Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject
of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
ApplicanYs Signature: �czca.,..— IZ Qa,�,pkv�.._ Date: �-` "1 f � �...
� �, �
Owner's Signature�—�'' � � �—�`�"'" Date: -"`-'ti `" �Za� Z
npy�,"r�,`,�.:�ht3FiS�ec��it!1�d'u8�3f=�-$�.ia-:'��i�.�"k�"kS`2i'� .-".�:�7k4�i.X...,Sd°r�`.±�:.NN e��{P'..i+L��k"'0'm''h4�:�7.�t�=�,3�.:3'�:&df' 'S3r.x+"�.t..�+:t�'�??ti�'�}Y'#.�:".ailr,�a'�i'Sn3�7;t...'.^�,..,.. .��'�5�i'TE�R�+a.^i.3.;;:.;. �:S'�.�!ffi��.�
y„.:., . , __ . ... - . . .. - � .. ... .
`Plan R�view Check�ist for New Structures / Additions
�-�� � '� (� � ";R � �- �� � p � e
Address/ PID / LegaL F` �,'� � �-' �
� r � � - �'s� �; ,; , �� " ��,��
Description of work: �� � ���e �..�
Septic review by: Date Approved: �'"� � "� ��
Zoning review by: Date Approved: �"� P��
�uilding review by: _� Date Approved: t� - 0_,Z _
Gracfing review by: �•� Date Approved: S , 1�
Zoning File#: "� Resolution#: -� Resolution Date: �
Zonin District Fire Department Post Office School District
�� � �
Zoning: Lot Area: ��T��a ���SF/AC Width: ��� Depth: ��� �
Survey Submitted: �s ❑ No Date of Survey: ���"" �� ` � �
; Pro osed Setbacks: � ���—/�.
ro ���) ear` Str�et'� (� � � � ) ( � ��Y, E W ) Other Buildings Wetland
Side �ide
� -`� �� ` �-�'`��`.
1 � � �
Building Defined Height: �. Building Peak Height: �� #of Stories Ok?: �YES
FOR A BUILDING WITH A BASEMIENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION:
START WITH the distance between the basement floor/crawl START the distance between the slab and the highest
�' space floor and the highest roof peak, the top of WITH roof peak,the top of the comice of a flat roof,
the cornice of a flat roof,the deck line of a the deck line of a mansard roof, or the
mansard roof,or the uppermost point on a round uppermost point on a round or other arch-type
or other arch-t e roof roof
SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window
hi hest roof eak of a itched roof and hi hest roof eak of a itched roof
SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest
space floor and the highest existing grade within existin rade within the foundation
� the foundation or 10 feet,whichever is less. EQUALS Defined buildin hei ht
EQiJALS Defined buildin hei ht
Lot Coverage: �,��� SF /�P Q�� %
a
Shoreland District FdICWD Permit F�eceived Avera e Lakeshore Setback Biuf�
L7 Yes ❑ No 0 N/A � Yes No
es � No � Yes 0 No „[��Q`/A�
Permit Number: Setback:
Hardcover Zones Existi�r Pro osed Variance Requir�e� CUP �equire
5 0-75' �" �.`"' 0 Yes No � Yes No
75-250' ��° _..�� TYPe�S)� TYPe(S)�
250-500' �� ������,:
� � �,,.
_ 500-1000' ,�'
REMARKS (in-house):
Updated: 09/11/2009
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, '� , GRONBERG &ASSOCIATES, Iti C.
• SVRVEYING,ENGINEERING AND LAND PLANNING �
. ��,� � - C:;�-�-7��
445 N.WILLOW DRIVE
LONG LAKE,MINNESOTA 55356
� 952-473-4741 /_�� / / ��� /� rj/�\ / /��{.�
Fn1c: 952-473-4435 (��s% /K%j , y J � `�
I
April 17, 2012
DEAN JOHNSON HOMES
Lot area = 17,196 S.F.
1) Structural Covera�e
House = 2328
Stoop = 86
Deck = 165
2579 �
!
2579 = 17,196 = 14.998%
2) Number of Stories �
First Floor = 960-6 = 954
Perimeter of Basement Perimeter above 954 Elev.
43.5 37.33
27.75 0.5 .
2 20.83
12.58 2
13.83 6.33
5 5
6.33 5
2 15
20.83 92.0
0.5
37.33
171.65 X 50% = 85.8
Thus, more than 50% of the perimeter is less than 6" above existing grade.
C% N�7�: �2o Po�ED sA�s �D� .ri, s�n�� co�/G � + Z.o � �f,
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G.�c-�t ��o �- �s E �a� wa,� /�o� /�v 2rx��
��ti ''� ��R 18 2012
n� �ITY OF ORONO
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v
Christine Mattson
From: Christine Mattson
Sent: Wednesday, May 02, 2012 10:38 AM
To: 'toddholmers@gmail.com'; 'djohnson@deanjohnsonhomes.com'
Cc: Mike Gaffron
Subject: 3925 Cherry Avenue/ Bldg Permit#2012-00270
Attachments: Escrow Agreement- Building Permit w Erosion Control 2012-00270.pdf; Second page of
building permit appl.pdf
Todd,
Following up on our phone conversation, I understand you are going to provide the City with a copy of the
purchase agreement or some other form of documentation showing proof of ownership for 3925 Cherry
Avenue.
As I prepare the building permit to be issued, I see the building permit application doesn't include the
homeowners signature line. Please have the homeowner sign the second page of the building permit
application, copy attached, and return it to us. Also, before we can issue the building permit we will need the
attached escrow agreement signed and submitted to the City with a check for $2,500. The escrow is refunded
after the project is complete and all pass-through bills, if any, are paid in full. The purpose of the escrow
agreement is stated in the agreement. If you have any questions, please don't hesitate to contact me.
Again, I will contact you later today when the permit is ready to be issued.
Christine Mattson
Planning Assistant
City of Orono
2750 Kelly Parkway Orono MN 55356 (physica/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
Summer Office Hours begin Monday, May 21, 2012
Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 am to 11:30 am
OUR OFFICE WILL BE CLOSED: Monday, May 28, 2012 (Memoria/DayJ
1
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Jesse Struve
From: Jesse Struve
Sent: Wednesday, May 02, 2012 8:15 AM
To: Christine Mattson
Subject: 20120502 3925 Cherry Ave
I have reviewed the grading plan for the above mentioned property and only have the following comment:
• The retaining wall being proposed appears to be under 4' in height. If the wall is adjusted in the field and the
height exceeds 4', engineering plans and specifications will be required.
Please contact me with any questions or concerns.
Jesse Struve, PE
Director of Public Works/City Engineer
City of Orono
(952) 249-4661 - Direct
(952) 249-4616- Fax
www.ci.orono.mn.us
1
�1ew Constr«ction �nergy Code Complia�ce Certificat�
PerNl lO1.S Iluilding Certifiuite.A biiildiry certiliaitc shall be pos[ed in a permen�"dY�"sibic locr.ur.n insicie thc Do�e.Cercitlr..�e Posren
bui;ding 'Iho certificate shall bc eumpleted by ihc builJu and snall list informalion and valuzs oC crnnponents �!�C� ����,
i
lisculinl�ab1eN1101.8. Cny . ���'�'� L•�re -
hL•iling Address of the IIwcith�g ur ITsniling Pult , 1! _.
'J�1 Z`� C�.�,V r . Av-� ORONO
\t;v Llcensolwnbu'
Plame u!Re�fdniti�l Coatr.�ctor � . .
DEAN JOHNSON HOMES Rp,pQ�j SYSl EM != ^
THERMAL ENVEL�PE y � �
Type:Check Afl That Apply Yassive(iVo Fan)
v
"o ❑
;, ;; Active(With fan nnd monometer or
F A ti olher s}-stetn monitoring deulce)
�
a � "d o �
� ° r � x a �
. o a o � V � .°n4 b 7
7 '� xl !Y1 m „ v � :�
.n '
�
� o 'z � � U p �—�, w �
� insulation Location � �� � � 01 E � v '� :`�
� � C n � " W � � � (hher please D�scribe H�re
o �
. 'r � x e:. w w w � i�
8elorv�ntire Slab v Tyype In location:interior exlerior or integral
1 i ='_� �'
pounduhon Wall X
Periineter of SL�b on Grade �� Type in locatlan:interior aMerior or integrel
RLn Joist(F'owid�tion) � k Type in iocation:interior e�Aerior or integral
Rlm Joisf(1'�Floor+�) X
�Vatl
4Cj, x
Ceiling,flat
Cei16i�,vxulfed ��
Bny 1in�dows or caiitilevered arcas
Botms room over g��rage
Describe olher uisulated ureas
Neating or Cooling Ducts Outside Conditioned Spaces
WindoWs&Doors Not applicable,all ducu lowted in conJitiuned space
p��erage LI-1'aclor(excludes skylights and one door�)U: [Z-value
Solnr Hzat Uain Coeflicient(SHGC): Make-up Air Select n Type
MECHANICAL SYSTEMS
Heatinn Syst�n Domestic VJater lieater Cooluig Sys4ein
1 T;oirequircd per mech.code
Apptiances
NATURAL � �
ELECTF2IC Passive
Fuet Type � BRYANT Powerad
BRYANT '"
\[:uiufacturer kiluJa:k�(I FY'illl d>(�1�1L1S�dZhCZ.
113ANA042 n�s�n�:
:vto��l 912SA42100S21 �„�,U�;n 31;2'I�v oine�,dcscrib�:
Input in. 100,000 Capac�ry�n �
Crallonx: Tons:
BTL3S: [,ocution oY duct�r s�5tem:
[2uting or Size tieat crsla
Aeat Loss: 72,508
Shvcdu�e's Calcnlated ��� 92p�o SEEx: 13 SEER
HSPF%o Calculutcd =}1,404
ccwling iwad: (,Yni s
Efflciencv "round duct OR
"metal dud
Mechanicai Ventilation System Combustion Air Select a Type
Nut c�ecluired per meeh.code
D�,-rihz any ndciitionul or combined haating�r coo�ntg sr5te+ns if instalizd:(z.g�h�a�a'�°C au
source l�eat pwnp��Sas back-up fumace): Passive
Seled Tvpe High: ��,d���:
C ci in cfrs�s: Low:
Heat Rrcover Ventilalor(1IRV) apa LS' I,ocation of duct or system:
Low: �9�'
Energy Rew�a Ventilator(SR�Capacity in cfim: t'Q 6'" FLEX MEC H ROOM
Continuous exUausting fan(s)raLed�paciry in efrns: C&n's
L,ocation of fnn(s),describe: MAIN BATH �" FLEX
�
Capaciiy continuous ventil�tion rate in cfin�= "metat duct
te in cfim: 330
Total ventilation(intemvusnt+continuous)ca
�
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_ Y
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V _ �
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� - �E'nrna�e �iza Calcula�ion worksh��t
.�����ss. =�a z� C,h�.��� �� ��� %�� �
. t � � .
�EATLYG CON'TR.hCTOR � ,`r M c.c�w�, i �w� �'wt c., PHON�. Itd i'• 7`J'�• ���"; �
GE.�R.AL CON�ACT�It QK P+�VER !Ji',t�,-rv J LL�+,n J"�^-CT�r�-�-� PHOTVE.
' CALCULATIOl'tS PREPA7.2�DB5C. O.�r ��C.�.(rt•,,.i+`0�.1 ��-�. � . PHOIYJE7`o� � `�I,�-^��'1� .
. The dcs��n infornnafiou beio�+i imisYbe detetzriiued froul tbe btiIdin�pimmslspeClficatimis, �'� �
1. Sq:fee#oP exposed wail{arex above grade 33J.�X„U'� r�.$otX S8 iiegcet�s ���
,y 2. Sq.!'ex:t of eaposcd windbwv area�x"U" + ��z 83 Begr�ers l �n c7 �1
3. 5q.Feat of espased dnor.area S 3 z"Lr' , '� a 8$dea'Ees � � �
4. - 5q:iest vf ce�Iing area��s"v" �p�88 dz�rCes { � �� �
:,5. 5q,feet 0�bnseme�ftloor vYea �La��z 2 BTIJFI1SqUare feet -��.�,�
6. Sq.ieet of ba�eznent waA area belmv grade �e i� x 3 BTUH/sqanre feet .2.��k't�
'. 7. L,in.feet of infiltFii(on for vrindows�a�I s(0.3�)x(1.08�z 83 dce e�s � i(o
' 8. Sq.tesi of in�ltt'�1au for�doors.�x(0.5}z{1.Q$5}x S3 dtgrees t� .a—�-�
9. , Sq.Feet of ini'�ltntian:for siidiflg glasa daqYs ' x{o���i.ns��g 8�a��es �'
1D. Alln�w�n�a.for lcltehen and baEli Sacu: #� ""' kitc3ien f�ui(a7�SOQ BTUt3 each '''�
#��bath fAns @ 200 BTUF3 esch 1 ��d
� 11. At7awauta for fireplutas: #��(�1,3Ua S'1'L3H eaeh � � (� �
1�. Mec�txfiic�I.Yeutilatlon:.E.�chaIIst CFM � � � _(1�.085)I SS DCa�C89 ' r f I
13. Tota]BTU�HIoss for all.abovei#ems—mfnlmum rcun3re$fiimace outnnt �)���
1d. 1�Is�i�mum�owed 1`uruace outryut�is I.iue x3 z 1.�{3 '��,����+ -
w�uiaaes ouipnt ma�,be oversized to iaclnde a�xC¢ipfactor andp9eli-np .
�osds but ut,9}�mot escaed 43°!0.
.�ppiicsat SS�ntare �
7:17�a1B1dgtWP1 Wzb\Fu�nsea 5'ae Caleutat�s Waric�C't 5l�0�
. _._
__.._
-
----
---- --
----�--'--.......____.__ . . 1JL�-lA-
— IC�V 1D V It
� , .
corztinuous may have automatic cyclinD controls providiz:.g the averaDe flo1''✓ rate
for each hour meetin;the requirerments af Section N110�.2.1.
���'ZS L�;,r� �v-� Equation 11-2: ;
= total�ventilation rate/2
Continuous ventilation (cfm) �
N11�4.2.I.1 Ventilation rate. The continuous venrilatian system sha11 be
balanced in�accordance with �ection N1104.4.2.
Exception: If the local ventilation req�irements accordin�to IRC Secfion R303.3 are
bein� met by the continuous vantilat o�n��e uired bySectZopN1104.2peraring at a
rate not more than 100 percent areate �h q
N1104:2.2 Interzn itteint ventilati n. The differerice befcueen the total ventilation
rate and the continuous ventilatio rate shall be based on flow rates:as desiaried
or as installed: .
Table'Nl 104.2
Total and Continuous �Ventilation Rates {in cfm)
N�mber of Bedrooms
1
2 E 3 4 5 62
;
Conditioned
s ace1 (in sq. Totai/ TotaU Tot�l/ Total/ TotaU Totall.
P
ft.} Continuous Continuous Co�tmuous Continuous Continuo�s Continuous
1000-1500 60/40 75/40 �90/��5 10�/53 120/60 135/68
1501-�OQO 70/40 85/43 lOt�/50 115/58 130/65 145/73
2001-2500 80/40 95/48 11C�/55 125/63 140/7fl 155/78
2501-3400' 90I45 105/53 12Q/60 135/68 150l75 165/8g
3001-3500 100/50 115/58 -;13(�/65 1:45/73 160/84 175/8.
3501-4Q00 IT0/5� 125/63 ~ 14(�/70 � 155/78 170/85 185/9S
4001-4500 120/6� 135/68 15C�/75 165�83 190/90 205/103
4501-500� 130/65 145/73 I6C�l80 175/88
5001-5500 140/74 I55/78 17 /85 185/93 204/100 215/108
5501-6000' 150/75 165/83 18�J90 195/98 21�/105 225/113
1 Conditioned space includes the basement�
2 If�conditioned_space,exceeds 6000 sq: }ft. or fihere are more fihan 6 bedrooms, use
Equation 11-1 from Section Nl 104.2 to calculate total ventilation rate.
,
;
�P��t�2009 by the Revisor of Stat�tes,State of Minnesota.Al]Righ[s Raserved.
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04`°�o BUILDING HEIGHT ���E�uF�
�, ����: .��' www.ci.orono.mn.us �,�,` ; �: ���Z
���°°` 952-249-4620 ��.�.��F O
RONO
ALL BUILDINGS IN OR4N0 MUST HAVE A DEFINED BUILDING HEfGHT OF 3Q FEET OR
LESS AND MUST HAVE NO MORE THAN TWO STORIES PLUS A HALF STORY.
HOW TO DETERMINE 7HE DEFINED HEIGHT OF A BUILDING:
F�R A BUILDING WITH A BASEMENT OR CRAWL SPACE:
START 1NITH the distance between the basement floorlcrawf space floor and
the highest roof peak, the top of the carnice of a flat roof, the .�
deck line of a mansard roof, or the uppermost point on a round ��• �
or other arch-# e roof
SUBTRACT half the distance between the highest window and highest roof
eak of a pitched roof ��� �� . --s = "' ���='
+ ;�.
SUBTRACT the distance between the basement floor/crawf space ffoor ana 9� �.�� c�„r�;
the highest existing grade within the foundation or 1 Q feet, _ ��,�, � = sa
whichever is Eess. -----_
EQUALS Defined building height � yi, s- �.��-•,��-���.�
FOR A BUILDING ON A SLAB FOUNDATION:
START WITH the distance between the slab and the highest roofi peak, the �
top of the cornice of a flat roof, the deck line of a mansard roof, ;
or the u ermost oint on a round or other arch-fype roo# ;
SUBTRACT half the distance between the highest window and highest roof
eak of a itched roof
ADD the distance between the slab and the highest existing grade
w�thin the foundation
EQUALS Defined buildin hei ht
HOW TO DETERMINE THE NUMBER OF STORIES:
�or the basement or lower level ta not be considered a story the elevatian of the flcor abeve i;
must be no more than six feet above existing grade for at least 50 percenf of the perime.er
of the basement or lower level.
A half story is defined as the uppermost floor of a builcfing in which the intersection of fhe
exterior wall and the raof is not mare than three feet above the floor elevation and not more
than 60 percent af the floor area within the exterior walls of fhe uppermost ffoor exceeds five
feet in height as measured from the filoor to the rafters.
FOR IVIORE IIVFORMATION
Contact the Planning and Zoning Department at 952-249-4620 or planninq(a�ci.orono.mn.us.
Reference: Ciiy Code Section 78-1. Definitions.
February,2008
This is an information sheef. Every effort has been made fo insure the accuracy of the information confained herein;
howevar,if any informafron is not consistenf with provisions of fhe City Code, the Code provisions will prevail.
, " GRONBERG &ASSOCIATES, INC.
' � SURVEVING,ENGINEERING AND LAN�PLANNING
, 445 N.WILLOW DRIVE
LONG LAKE,MINNESOTA 55356
952.473-4141
Fnx: 952-473-4435
April 17, 2012
DEAN JOHNSON HOMES
Lot area = 17,196 S.F.
1) Structural Covera�e
House = 2328
Stoop = 86
Deck = 165
2579
2579 = 17,196 = 14.998%
2) Number of Stories
First Floor = 960-6 = 954
Perimeter of Basement Perimeter above 954 Elev.
43.5 37.33
27.75 0.5 .
2 20.83
12.58 2
13.83 6.33
5 5
6.33 5
2 15
20.83 92.0
0.5
37.33
171.65 X 50% = 85.8
Thus, more than 50% of the perimeter is less than 6" above existing grade.
RECEIVED
APR �� � �ili1
�ITY OF ORONO
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MINNIE A VENUE
Codeltem� 78-1403 78-1405 78-1288
Lot Coverage by Structures Non-encroachments Hardcover
Feature
All roofed structures more than 6
Deck/entry porch feet above grade are included in lot
coverage. If any portion of a deck or
other non-roofed open structure has a
Irailing that is more than 6 feet above
grade,the entire deck/structure is
considered as lot coverage. [f the
proposed entry porch has a railing
I more than 6 feet above grade,it
will be considered as structure
i even if the posts and roof are
removed. As drawn,the area of
I the entry porch inside the outer
edge of the posts is considered as
�structure. If the posts are
iremoved but the roof is supported
�, by other means,then all but the
Iouter hvo feet of root overhang is
considered as structure. As
�drawn,the entry porch constitutes
69 s.f.of structural coverage.
�As drawn,any future deck
'extending from the main 11oor
� level at the rear of the house would
be wnsidered as structural
�coverage and would be subject to
the 1500 s.L limit. The plans show
�a deck ledger board and patio
door from the main level.If such a
�deck is intended,it cannot be
contructed with this house lan.
All but the outer 2 feet of roof Eaves that extend no more than 2 feet All but the outer two feet of an
Roofs &Overhangs overhangs shall be included in the into a required yazd are not an unsupported overhang ten feet or more
calculation of lot coverage. encroachment on yard requirements. off the ground shall be considered
�The only portion of roof overhang The roof overhang above the bay hardcover. The overhang above the
in the proposed plan that is extends 2'10"into the side yard. The bay extends 2'10"from the house.
Iconsidered as structural coverage overhang must 10"of the roof overhang above the
is the 69 s.f.of covered entry bay will be wnsidered as hardcover.
porch. The portion of raaf/overhang above
the entry porch that is outside the
uosts will nat be counted as
hardcover as both extensions of roof
outside the osts are less than 2 feet.
Bays that increase the floor area In side or reaz yards only,bays not[o All but the outer hvo feet of an
Bay (floor to ceiling)are considered as exceed a depth of 2 feet nor to contain unsupported overhang ten teet or more
structural coverage The proposed an area of more than 20 square feet off the ground shall be considered
I bay extends from floor to ceiling are not an encroachment on the yard hardcover. The proposed bay is 11'-
and is considered as structural requirement The proposetl bay is P- plus above final grade and will not
I coverage of 38.6 s.f. 4"x 29'in length totaling 38.6 be considered as hardcover.
square feet. The bay must be
� reduced to no more than 20 s.f.in
total area.
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SAC DETERMINATION - 2010
(In-House Use Only—Updated 10/20/10)
Date Completed: Date Determination Expires: 12/31/
Address:
PID:
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SAC Due: ❑ Yes ❑ No
If Demo Permit Being Issued—Get Copy of Utility Bill to Attach to Demo Permit: ❑ Attached
Comments to Key on Permit:
Notes:
Completed By: Date Completed:
Note:
• This form is for residential properties only that are already in a sewer area
• Any commercial, industrial, religious or schools—determinations are made by Mer Council in a letter
format(Lyle is contact personJ
• Not for properties currently on septic, wantinp to hook-up to sewer for first time. These properties may
not qualify, or may have to pay large sewer assessments in addition to SAC
(Scott is the contact personJ
~ D E,Q iv' .d'�+yitf..F'Q,or// *4''�'rs.'� .F,�"
Address: � 34'2,�5 CNFRkY ei1/� Date; �"�%7—< ;;;
Prepared by: r-�Ca�c/tQ62� ,� Afr�%� /ATFS, /it/C,
HARDCOVER CALCULATION WORKSHEET
SETBACK�ZONE: (CIRCLE ONE) 0-75' 75-250' 60-500 500-1000'
EXISTING HARDCOVEH IN ZONE
A. House x - � `
Length Width
X = J.=.
X = S.�.
B. Garage X = � `
C. Driveway x = S.F.
x = S.F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = S.F.
X = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = S.F.
H. Other x = S.F.
TOTAL HARDCOVER I:N ZONE - � " �
TOTAL PROPERTYAREA IN ZONE - �•`• �
q + g x 100 = `,�
PROPOSED HARDCOVER IN ZONE (inctuding existing hardcover to be retained)
A. House x = 2 '� 1 u S.F.
Length W idth
x = _ S,F.
X = S.F.
B. Garage x = S c
C. Driveway x = _ �' ``` .� �.r.
X = J.� .
D. Sidewalk Sr�oP x = �� n � �
J'iOEw,tt/� x = !.� $ S.r=.
E. Pati Dec X = �`� � �.r.
x = S.F.
F. Land.scape x = •
Underlain x = -
By Plastic X = -
G. Retaining Wails x = � � = -
H. Other x = = -
TOTAL HARDCOVER IN ZONE - ~ ' � = - -
, ;
TOTAL PROPERTY AREA IN ZONE - r ,�' ?$ ` = - =
� q 3 � �� - B /7, �3� � x �oo = ~� �: � �
EIVED
- �� - APR i c� 2i�12
CITY OF ORONO
�
, � D�A�v Td�.�,�'v.�v Nona�s
� Address:' �925 �h'ER� y i9�/F�u.E � Date: `zr-J.�-�/,�
Prepared by:_ C�riP o.✓Q E�G t�9 flOC �^ �'CS�; /�C" ,
HARDCOVER CALCULATION WORKSHEET
SETBAGK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
EXISTING H.�RDCOVER IN ZONE
A. House x = � _
Length W idth
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk x = S.F.
X = S.F.
E. Patio/Deck x = S.F.
X = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x = S.F.
H. Other x = S.F.
TUTAL HARDCOVER I:N ZONE - ` S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
q + g x 100 = %
PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained)
A. House x = S.F.
Length Width
x = S.F.
x - S.F.
B. Garage x = S.F.
C. Driveway x = _ S.F.
x = S.F.
D. Sidewalk x = S.r.
x = S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Land.scape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining Walls x - _ S.F.
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - � S ` �
TOTAL PROPERTY AREA IN ZONE - � ��` � � - =
A O = B S'�'' { x 10 0 = p -
- 21 -
CITY OF ORONO
INSPECTION NOTICE SCHEDULc�
PERMIT NO�DI�-�DcZ7D COMPLETED
ADDRESS IZ s ���
OWNER T EPHONE NO. ' ' ZD
CONTRACTOR � d
� DESCRIPTION ���� �
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� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL FI ❑ LAKESHOREM/ETLANDS
� ❑ FRAMING ❑ MECHANICAL FINAL
❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB � WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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W� ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_
Call for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSfte Notice
�v'J C( DATE TIME
CITY OF ORONO CALLED IN u "Z� ����� ,�� �"
INSPECTION NOTICE /�SCHEDULED �� ___��
PERMIT NO. ���a � ��7�COMPLETED
ADDRESS 3a1Z-J� �-`���`1 �lh�
OWNER TELEPHONE NO. �5Z 3q3 3��'6
CONTRACTOR ���''� ��
j; DESCRIPTION �Q'm"
�
l� ❑ FOOTING ❑ PLUMBING INAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI p LAKESHORE/WETIANDS
�
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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GW �t4(ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
O CORRECT UNSAFE CONDITION WITNIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CAIL INSPECTOR � CITATION ISSUED
O INSPECTfON REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952� 249-46�0
OwnerlContractor on ite:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
S W DATE TIME V
CITY OF ORONO CALLED IN $ � Z
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INSPECTION NOTICE y� SCHEDULED ' 0- �
PERMIT NO. a��a U��� COMPLETED
ADDRESS 2S
OWNER ELEPHONE NO. � J �� � ��
CONTRACTOR �l����
>: DESCRIPTION ��
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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� ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
� 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
� INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in adv�. �952� Z49-46QQ
OwnerlContractor on site:
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN � Z �-1�-
INSPECTION,NMOTICE T SCHEDULED
PERMIT NO. /�.�1 L"' �L1V COMPLETED
ADDRESS —.j'14.J C �'u.r(\� I�IV�
OWNER TELEPHONE NO.
CONTRACTOR
� DESCRIPTION - C V �
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
y ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS
O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP
� ❑ FINAL ❑ PROGRESS
❑ SEWER HOOK-UP ❑ COMPLAINT
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