HomeMy WebLinkAbout2013-00029 - new structure CITY OF ORONO * 2 0 1 3 — P1 0 P1 2 9 *
. ,
2750 KELLEY PARKWAY DATE ISSUED: 02/12/2013
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 1545 MAPLE PL
PIN : 08-117-23-33-0029
LEGAL DESC : CRYSTAL BAY VIEW
: LOT 007 BLOCK 006
PERMIT TYPE : NEW STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SINGLE FAMILY
ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED
VALUATION : $ 192,781.00
NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION, SGWER CONNECTION,
LAWN IRRIGATION,WELL(STATE),AND ELECTRIC AND(STATE)
DEDUCTED$1�.60 OFF THE BUILDING PERMIT FEE,DUE TO OVERPAYMENT WHEN COLLGCTING THE ADVANCED PLAN REVIEW
FEE.
OTHER INSPECTION-HARDCOVER
APPLICANT PERMIT FEE SCHEDULE 1,599.15
DEAN JOHNSON HOMES, INC. STATE SURCHARGE(VALUATION) 96.39
4700 CTY ROAD 19 TOTAL 1,695.54
MEDINA, MN 55357-
(763)479-4820
Minnesota State License#: 20639439
OWNER
Maple Place LLC
550 25TH AVE N
ST. CLOUD, MN 56303-
AGREEMENT AND SWORN STATEMEIVT
I�he work for which this permit is issued shall be performed according ro
the approved plans and specitications,applicable City approvals,and the
State Building Code. This permit is for only the work described and docs
not grant pennission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specitied herein.This permit will
expire and become null and void if construction authorized is not
commenced within l80 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time aRer 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.
�`.:�,:.._,,����� � �---=>�-.-� ._.� � �% ,�.>:3 � �
Applicant Permitee Signature Date Issue y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
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City of Orono ' � (��t
Building Permit Application �
for New Structures or Additions
4�t � rvl t(}- `1.Z. L 3!'Fy11S L 1 � �
Mailing Address: d e " `ber` � "t��s�' wr ' ' , �, �� ,3-Qb21
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��, �ti 2750 Kelley Parkway �ph��F �ieW�eerit�� . 4 .��; tO,J.�9
ly S,,*� Orono, MN 55356 �,�,µ�� �����fi� �� y � �� �
xE6H� � �nn ���� ' Y.alki�Ri �kr i} �..��
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Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us ����,A ,1�;�<;;�+��s�a�'�,��,���'�s,r�,t Y�'a � y'���
This application�fo`'� �` st e�� � e �tS�@a ;e�e�,��p'fo�matlon,mUst:be,sub,m�t#ed.
�neo , �[e_e���pp i�a io�s wil��,�,ef�,�tur�e„ (Please print)
GENERAL INFORMATION:
Job Site Address: � �d� ��1�c -� ��
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No
If yes,a special event permit is repuired with Police Department and Ciry Council approva/60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-pe�mitted events wlll not be allowed.
CONTRACTOR/APPLICANT INFORMA?ION: 1 I
Name: �' �..,�. ����. -� f—I�-rv�� " c.
State License# �C(����.3�! Expiration Date: 3/ I � �
Phone: 'f C,�— 4'f G�— 4Y.��'t� (office) `T(,�— Z4Z— Z�a�► (cell)
Mailing Address: 4�oc 1 ►��- �°� _ Cit : ;,�,,,_ ZIP: ����,�1
Contact Person: ��,,._. �„�� Applicant is: Contracto / Homeowner (Cfrcle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION:
,,
Name: ,ti1�r'��: ��L��� ���
Phone (day): ��z � ���i- `i��"7
Address: City: ZIP:
Email and/or Fax �� ���._:�,�s� �; ,_.,...:-� � . �
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 &
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 Famity/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. (speclfy)
18202 Minnetonka Blvd
Deephaven,MN 55391
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) � � y Z 1 � � �
Packet Last Updated: 03-06-2012
-21 -
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� STRUCTURE INFORMATION:
1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction
a. Length(ft.)= J(v Number of bedrooms= � �°Wood/Frame
b.Width(ft.)= �� Number of garage stalls: ❑ Masonry
Areas in sauare feet Attached=�_ ❑ Metal
❑ Pole Bldg.
c. Basement= 1 i C: Z Detached= ❑ ICF
d. 1S�Story = ���_ ❑ On-site Prefab
e.2nd Story= ! > t � ❑Off-site Prefab
f. '/Story = ❑ Other(please specify):
g.Total Area= �z
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your appli�atior tc be pro�:ssau
- '2� t'S's�a-�h,f xj ..r .y� r:��i�y 7� .� s P ,; ,;�i
t 1 �'t.,
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� ❑ 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
O Hardcover Calculation s
❑ ❑ 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
p ❑ Plan Review Fee
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a compiete 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 n�t be issued.
• A rees that in the event th�t we�ther or other conditions,prevent the completion of an as�builtsurvey �t the'time the
9
Certificate of Occupaticy is requ�fited, a fe►t7porary�Gertificate�of.Occupancy�may be�issued�upon reQeipt of a'>$10,000
escrow to ensure completion of'the as-built survey an8�II-'site itnproVements.
AppiicanYs Signature: � ��._c�.ti-- �— — Date: � �L'1/1 �
Owner's Signature: ��� ��'�''' Date: � � "� << �
�
Packet Last Updated: 03-06-2012
-22-
���E��E ���°E��' �E�������� �'�� ����`�' ���:E���'6���� � �����`���v�
' �cfcE�es�l�ecmi� t�urrtit�er: 15�I5 MAPt�L PL�
Des�ri�tiert of rr�cc�: e' c..i) t2�
Sept€c r��iew by: Date�pproved:_ /- /S' -i3
Zoning reviev�by: Date�,pprovec�: y .7
�uildirtg �eview by: D�te�approved: I - ' �3
�raefir�g reveew l�y: � D�t�/'/'lpproved: a � �
Zoning District: G2 "'I�- Zoning File#: --' fteso#: " Re�o Date:`
Z�r�ing: Lot a,rea: 9oev �2 SF/AC l�i4ic��h: S U' Lot Coverage: SF _%
�urvey Su[�rrtit��cf: ,�Yes !� No �ate o�Sc�rvey: t-)9.- �3 Revised datef?):
Pro eci Sett�acks:
_
rono take} � �tj S E 1� j ( t� �E �' } Q�h�r Bu�tdi�gs .�ifettar�d
' ` A Sicf� ��ide
,�
B �.,.r,,.
��f€nec! FEe6�i��: ��' Peak H�ight: � •�PF } �FE mir�u� 6 fee +� e EXI�tEit�CC�itOU
. � � ' �3'f• ��
Ferimeter(fin��e feet)_ ° 90%_ #�St�ries O n S
FOR A BUIL�TII�G 1lNiTH A BASEf�iEi�lT OR CRAWL SPkCE:
� The distance between the lowest FOR A BUtLDING OF!�►3LAB FOUNDATION:
�� TART WITH proposed floor(of the basement or crawl
space)and the highest point of the roof. g�`���^J 5�� n the top of slab an
If you have a... � 6 � Z� _ 1��� roof.
e GABLE OR HIPPED ROOF(n0 �9,6-t = —!?7 PED ROOF n
windows): Subtract half the 2�X �� ( o
distance between the highest point ��ur �„�� ract half tl�e disfan
t of the roof to the bw point of the �v/y� � 8hest poir�t of the rc
[ SUBTRACTION corresponding gable or hipped roof of the correspontlii
I n (BASED ON ROOF . GASLE OR HIPPED ROOF(with PED ROOF-(with
l.6/ TYRE) windows): 3ubtract fialf the Lo T S�� Vact half the disfan
distance beNveen the top of the of the hi h�st
_
fiighest window and the highest 5 0 X ��� = `�tl o o yy -�T higMest pgoirtt of th
point of the roof X 1 s�°V
• ALL OTHfR ROOF TYPES(flat; �� OOF TYPES(flat,'
mansard,etc):No subtraction. � 3$0 ,q c.Ga w�� No subtracUon.
Svbhact the distance between the
� tween the top of slal
SUBTRACTION ting grade adjacent
� basemenUcrawl space floor and the ` t��7 Q��Q��J �
� (BASED ON EXISTING highest existing grade adjacent to the (
GRADES) foundation OR 10 feet(whichever is less). �3 S U �9-L W"�C� ei ht
9
' UALS Defined building heigh# q�o � 4
1� i
. �
E
/V'� H.c. Gn e.�
Shoreland District R�iC�D Permi�Received �-- _ _ g{ r
� Yes C! No Ci N/A ---- � Yes � Nc
,� Yes � t�o � Yes L� No A
Permit Number: Setback:
�fiornn��rat�r C��aEit�� E�i�tin� P�a�osed �ariar�c� Re cre� C�l�' f�ec�uire
Overla District Tier ki�rdcov�r Harcfcov r � (
� � Yes Q�No � Yes
� � )`'�� �� TYPe�S)� �. � TYpe�S)�
_�
Updated: January 2013
v:\forms�plan review checklist 2013.docx
RE�RARKS (in-house):
F��s fio E�e Ch�r �d �E� �a
Psr�t�#
Plan RewievN
�Eafe St�rchar�e
Investigat[an Fee
SA�-N�amber t�'gl�,C l�t�
Other(specffj+)
S uare Foota e $ r S uare oota e
Basement X - $
1�Floor X - $
2nd Floor X - �
Garage X - $
Estimated Construction Value: �
Orono inspections Requirec� 1Alork Requiring eparate Perrn�ts Required State��rmits
0 Site Plumbing C] Grading!Filling �Weli
� Hardcover Removal �Mechanicai 0 Fire Eleetrical
Footing � Septic Water Connection
Poured Wall �Fireplace Sewer Connection
Foursclafiion Survey � Masonry Lawn Irrigation
Radon Rock Sed � Mfg.
Framing � Other(specify)
nsulation
As-BuElt�urvey
�' inal
UVetland Buffer �
her(specify) ����d ��
REMARK� (in-house):
Other R�view: I�evieweci by: Date Approved:
Acces�: Existing: C� YES t� NO Nevar: � YES LL� �O
OFFtCiAL REfi�ARKS-TQ B�k�TED�h! RERA�IT�ND t[�TEf►LLE�
Updated� January 2013
v�\formslplan review checklist 2013.docx
SAC DETERMINATION - 2010
(In-House Use Only—Updated 10/20/10)
Date Completed: ���3 Date Determination Expires: 12/31/
Address: 1 s�(�� P�
PI D: Q�I �7 - 2 3 -3 3 --oo Z-`�
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III ,', , IIII�III . . • . � II III II, ,
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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: , Z
Notes: �kd M i�ra�it w�- �,,�, re�d - f rn� b� 3I3t��Z de� -� be. � zo�
Completed By: � Date Completed: !�(3
Noie:
• This form is for residential properties onlv that are already in a sewer area
• Any commercial, industrial, religious or schools—determinations are made by Met Council in a/etter
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
•City of OrOno Customer History-Account Summary by Name Page: 1
Report Dates:Ot/01/2011-02/28/2013 Feb 12,2013 10:28AM
Report Criteria:
Customer.Customer number=251545000
2-515450-00 LANDBERG,DENNIS 1545 MAPLE PL
Account Summary:
Period SWFLT STWTR RECYC PNSWR Billings Billing Adjustments Payments Other Balance
PNRCY PNSTM
12/31/2010 127.30
01/31/2011 - - - - - - 127.30- - -
02/28/2011 - - - - - - - - -
03/31/2011 114.11 12.46 8.43 - 133.00 - - - 133.00
04/30/2011 - - - - - - 133.00- - -
OS/31/2011 - - - - - - - - -
08/30/2011 114.11 12.48 6.43 - 133.00 - - - 133.00
07/31/2011 - - - - - - 133.00- - -
08/31/2011 - - - - - - - - -
09/30/2011 114.11 12.46 8.43 - 133.00 - - - 133.00
10/31/2011 - - - - - - 133.00- - -
11/30/2011 - - - - - - - - -
12/31/2011 114.11 12.48 6.43 - 133.00 - - - 133.00
01/31l2012 - - - - - - 133.00- - -
02/29/2012 - - - - - - - - -
03/10/2012 91.28 10.55 5.19 - 107.02 - - - 107.02
03/31/2012 - - - - - - 107.02- - -
04/30/2012 - - - - - - - - -
OS/31/2012 - - - - - - - - -
06/30/2012 - - - - - - _ _ _
07/31/2012 - - - - - - - - -
08/31/2012 - - - - - - - - -
09/30/2012 - - - - - - - . _
' City of Orbno Customer History-Account Summary by Name Page: 2
Report Dates:01/01/2011-02/28/2013 Feb 12,2013 10:28AM
2-515450-00 LANDBERG,DENNIS 1545 MAPLE PL (C o n t i n u e d)
Period SWFLT STWTR RECYC PNSWR Billings Billing Adjustments Payments Other Balance
PNRCY PNSTM
10l31/2012 - - - - - - - - -
11/30/2012 - - - - - - - - -
12/31/2012 - - - - - - - - -
01/31/2013 - - - - - - - - -
02J28/2013 - - - - - - - - -
Totals: 547.72 60.39 30.91 - 639.02 - 768.32- -
Report Criteria:
Customer.Customer number=251545000
. . . oRON t �
New Construction Ener Code Com liance Certificate � ���
9Y P Y
' Per Nl 101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posud
the building. The certificate shall be completed by Ihe builder and shall list infortnation and values of
components listed in Table Nl 101.8. �I9I�3 Place yo u r
Mailing Address ot the Dwelling or Dwelling Unit City
1545 Maple Place Orono logo here
Same o(Residential Contracror MN License Number
Dean Johnson Homes BC639439
THERMAL ENVELGPE RADON SYSTEM
Type:Check All That Apply Passive(;�'o Fan)
o �
c
� �
� Active(With fan and monometer or
T y �'
F" � >, olher sysfem monitoring devrce)
� � — '� o a�
� � ro � �
a�i � o ia U °J � �
� Q CO Q7 a�i U � 3 >,
ctl � � C L
U
O .n p y
Insulation Location � .° z � � U O ` � �
�a o � � „ -o �o
ro � � „ „ E E
0 o ca ca c
[— 5 Z iz. :t. �°. ;° � cG cG Other Please Describe Here
Below Entire Slab
Foundation Wall R-11 X Type in location:interior exterior or integral
Perimeter of Slab on Grade
Rim Joist(Foundation) Type in location:interior exterior or integral
Rim Joist(ls�Floor+) R-29 X X Type in location:interior exterior or integral
wau R-21 x
Ceiling,flat R-44 X
Ceiling,vaulted R-44 X X
Bay Windows or cantilevered areas R-30 X X
Bonus room over garage
Describe other insulated areas
Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor(excludes skylights and one door)U: 0.28 Not applicable,all ducts located in conditioncd space
Solaz Heat Gain Coefficient(SHGC): R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic W'ater Heater Cooling System Not required per mech.code
Fuel Type Natural Gas Natural Gas Electric Pass��e
Manufacturer Carrier Carrier Powered
Interlocked with exhaust device.
Model 59sc2a080 ca13na036 Des�r;be:
Input in $0,000 Capacity in �o Output in 3 Othe[,dCSCilbO:
Rating or Size BTUS: Gallons: Tons:
xeac Loss: 56,565 Heat Gain: LoCation of duCt or System:
Structure's Calculated
AFUE or 9Z SEER:
HSPF°/
Calculated
Ef£Cienc coolin load: Cfin's
"round duct OR
Mechanical Ventilation System "metal duct
Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type
source heat pump with gas back-up fumace): Not required per mech.code
Select Type Passive
Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe:
Energy Recover Ventilator(ERV)Capacity in cfms: Low: High:
Continuous e�austing fan(s)rated capacity in cfms:
Location of fan(s),describe: Cfm's
Capacity continuous ventilation rate in cfms: 6" °round duct OR Flex
Total ventilation(intermittent+continuous)rate in cfms: "metal duct
Created by BAM version 052009
,�is ys' �a'•r vG E P�.t t G" ♦-ia�.3, rev ?-s-i3
DE.a �v ,�''aNws'an..� �/�rit E.�"
. - Ti��e � P�FP�t.�E�a BY �',ca�BG�c G' � �t!'l'��i,���'T�, r��'_
2. PROPOSED HARDCOVER 0��� � �'���
,� ''�7'�
In the following table, identify all items of proposed hardcover on the property, eyed 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.
Key to Hardcover Item (Describe) Length x Width Total
Surve S uare Feet
Exam le Gara e 24'x 30' 720 S.F.
A �JF S.F.
B o � Ec� 7a o s.F.
C uiA c �a s.F.
D „� c, S.F.
E S.F.
F ' E�r',��.�.�,� G' .e�G S.F.
G S.F.
H S.F.
I S.F.
J S.F.
K S.F.
L S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T s.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
1 Total Pro osed Hardcover 23 y2 s.F.
Excludable Hardcover:
o ,�.. 9 s.F.
E EGRE'J'! u/Ecc r�v � S.F.
�= iCE"T y S.F.
S.F.
S.F.
2 Total Excludable Hardcover s.F.
3 Net Pro osed Hardcover Subtract line 2 from line 1 1 � y� S.F.
4 Total Lot Area 9 oG s.r-.
RE EIVED Proposed Hardcover Percentage [ (3) = (4) ] 2�,, 9� °/a
FEB 5- 2013
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iPrepared By: �
� Todd k3oyum I
Sabre Piumbing& Heating
15535 Medina Rd �
Plymouth, MN 55447 ?
' 763-473-2267
� Tuesday,January 08,2�13 j
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' Rhvac is an ACCA approved Manua�J and Manual �computer prograrn, �
i Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. (
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� Project Tltle: 1545 Mapie PI Orono A �
� pesigned By: Todd Boyum
I Project Date: Jan 8, 2013
� Client Name: Dean Johnson
� Client City: Medina, MN
� Company Name: Sabre Plumbing& Meating
' Company Representative: Todd Boyum ;
Company Address: 15535 Medina Rd '
, Campany City: Plymouth, MN 55447 �
� Company Phone: 763-473-2267 �
! Company Fax: 763-473-8565 `
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Reference City: Minneapolis, Minnesota I
i Building Orientation: Front door faces East i
: Daily Temperafure Range: Medium
�atitude: 44 Degrees ;
� Elevation: 834 ft. !
' Altitude Factor: 0.970 �
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� Outdoor Outdoor Outdoor Indoor Indoor Grains i
Dry,_Bulb Wet Bulb Rel.Mum Rel.Hum Drv Bulb Difference �
I Winter: -15 -12.38 100% 30% 70 27.02 ;
Summer: 90 73 45% 50% 72 38 j
i
; Total Building Supply CFM: 1,221 CFM Per Square ft.: 0.330 '
( Square ft. of Room Area: 3,699 Square ft, Per Ton: 1,414 j
i Volume(ft')o#Cond, Space: 30,695 ;
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� Tota( Heating Required Including Ventilation Air. 56,565 Btuh 56.565 MBH
� Total Sensible Gain: 26,061 8tuh 83 %
� Total Latent Gain: 5,328 Btuh 17 % ;
I Total Cooling Required Including Ventflation Air: 31,388 Btuh 2.6� Tans(Based Qn Sensible+ Latent) ;
( . . _ . . . ...,�..�.....,. ..4„ ..._. . . .
; Rhvac is an AGCA appraved Manual J and Manual D computer program,
; Calculatians are performed per ACCA Manual J 8th �dition, Version 2, and ACCA Manual D.
; All computed results are estimates as building use and weather may vary.
' Be sure to select a unit that meets both senslble and latent loads according to the manufacturer's performance data at i
your design conditi4ns.
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C:1...IDean Johnson 1545 Maple PI Orono.rh9 Tuesday, January 08,2013, 7:30 PM
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� Bullding ' 2.62 1,A14 3,899 26,061 5,328 31,388 56,fi65 7S7 1,221. 1,221 i
j Sysiem1 ` 2.62 1.41A. 3,699 26.061, �,328 31,388 66,SBb. 7�7:.::i<.;;,. ;`�,
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': Ducl Latent 8G i35 �
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Humidification z,628
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Zone 1 3,�99 2G,OG1 5,2A3 31,3U4 ,5J.41:iII 7G7:.:>�.`1;2�'1`:; 1,221 12x17 ;
1-Basement 1,107 2,607 320 3,007 D,286 130;:�-:;;�.�6? 126 2--5 `
2-Main iloor 1,107 12,112 3,169 15,281 2Q,007 281 ��;;,�,��G7;;: 5A7 6-�8 `
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3-2ndfloor 1,485 11,261 1,754 13,015 24,4aG 3a(i::��`;?::;5�8::; 528 $-8
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C:1...1Dean Johnson 1545 Maple PI Orono.rh9 Tuesday, January 08,2013, 7:30 PM
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�.ow E Builder Grade: Glazing-Builder Grade Law E � 446.6 12,528 0 a 12,870 .�� 12,87p �
` Wlndows&Sliding Door.33 U value.33 SHGC, u- j
� value 0.33, SMGC 0.33 i
� 11.J: Door-Metal-Fiberglass Core 37,8 1,927 0 657 657 �
' 12�-Osw: Wall-Frame, R-18 insulation in 2 x 6 stud 2280.4 13,181 0 3,163 3,163 �
cavity, no board insulation, siding finish,waod studs '
15A-10sffc-8: Wall-Basement, cancrete block wafl, R-10 808 2,884 0 0 0 �
foam board to floor, no framing, no interior finish,
filled core, 8'floor depth_
( 16B-44: Roof/Ceiling-Under Attic with Insulatlon on Attic 1484.8 2,777 0 1,731 1,731 �
Floor(also use for Knee Walls and Partition I
Ceflings), Vented Attic, No Radiant Sarriar, Dark �
i Asphalt Shingles or Dark Metal,Tar and Gravel or I
I Membrane, R-44 insulation
; 21A-28: Floor-Basement, Concrete slab, any thickness, 2 1106.9 2,070 0 0 . 0 �
� or more feet below grade, no insulation below floor, ;
i any floor cover, shortest side of floor slab Is 28'wide !
20P-36: Flaor-Over open crawl space or garage, Passive, 378 964 0 147 147 '
R-38 blanket insulatian, any cover
� Subtotals for structure: 36,331 0 18,568 18,568 i
j People: 6 1,200 1,380 2,580 �
I Equipment: �148 1,532 1,980 �
� Lighting; 0 0 0
� Ductwork: 363 85 75 160 �
Infiltration: Winter CFM: 190, Summer CFM: 142 17,244 3,595 2,726 6,321 ;
� Ventilation:Winter CFM; 0, Summer CFM: 0 0 0 0 0 j
� Exhaust: Winter CFM: 120, Summer CFM: 120 ;
j AED Excursion: 0 0 1,779 1,779 i
� Mumidification(Winter)7,16 gal/day: 2,628 0 0 0 i
System 1 Load Totals: 56,565 5,328 26,061 31,388 ;
� i Supply CFM: � 1,221 CFM Per Square ft.: 0.330 � �
I Square ft. of Room Area: 3,699 Square ft. Per Ton: 1,414
iVolume(ft3)of Cond. Space: 30,695 ;
. .. - �� '�2�!
j Total Heating Required Including Ventflation Air: �5G,565 Btuh 56.565 MBH � �
i Total Sensible Gain: 26,061 Btuh 83 % i
� Total Latent Gain: 5,328 Btuh 17 % �
; Total Cooling Required Including Ventllation Air: 31,388 Btuh 2.62 Tons(Based On Sensible+ l.atent) �
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Rhvac is an ACCA approved Manual J and Manual Q computer program.
Calculations are performed per ACCA Manual J 8th Edition, Verslon 2, and ACCA Manual p.
All computed results are estfmates as building use and weather may vary. i
� Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at �
your design conditions.
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C:\...1Dean Johnson 1545 Maple PI Orono.rh9 Tuesday, January 08, 2013, 7:34 PM
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1 piece(s) il 7/8"TJIp 210 @ 24"OC
Overall Length:5'8"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
D'° n ResuNffi�.� �� ���aa1�toatla�� °�` � Atb�ti �1t�i�u�', s .; . �p i taa�d:'ce�uWnssfai tPaitea�n�°,. syste,r,:Fao�
Member Readion(Ibs) 256 @ 2 1/16" 1005(1.75") Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Member Type:�dst
Shear(Ibs) 256 @ 2 1/16" 1655 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) sulkling use:Residential
Moment(Ft-Ibs) 328 @ 2'8 3/4" 3795 Passed(9%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.008 @ 2'8 3/4" 0.128 Passed(U�+) -- 1.0 D+1.0 L(All Spans) Design Methodaogy:aso
Total load DeFl.(in) 0.010 @ 2'8 3/4" 0.256 Passed(U�+) -- 1.0 D+1.0 L(All Spans)
TJ-Pro'"Rating 67 Any Passed --
•Deflectlon aiterla:LL(U480)and 7L(U240).
•Braang(Lu):All camp�sbn edges(top and bottom)must be braced at 5'4 13/16"o/c unless deblled Wherwise.Roper attachmeM and positloning of lateral
bracing is required ro achieve member slabiliry.
•A shucturdl analysis of the deck has not been perfamed.
•Deflettion analysis is based on oompostte action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Ratlrg)that is glued and nailed down.
•Addidonal consideratio�s for the Tl-ProTM Ratlng Include:None
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1-Hanger on 11 7/8"SPF beam 2.06" Hanger�� 1.75" 55 219 274 See note�
2-Stud wall-SPF 5.50" 4.38" 1.75" 59 235 299 1 1/8"Rim Board
•Rim Board is assumed to arty all loads applied directly above tt,bypassing the rt�snber being designed.
•At hanger wpports,the Total Beanng dimension Is equal to the width of the materlal that k supportlng the hanger
•�See Connector grid below for addltlonal Infortnatlan and/a requir�nents.
Conneeboir.:Sim n Tie C�t� �
sua,ort M� sa�r wi�n� 'r��. �e�N�tt�° �.�t�a�
1-Top Mount Hanger 1T52.06/11.88 2.00" 4-30d x 1-1/2 2-10d z 1-1/2 N/A
Drid ' FIOOr tiv!
Loat� : �Non �Sdn� (a9a) (�.oa} cammam, ,,
1-Unifortn(PSF) 0 to 5'8" 24" 10.0 40.0 Residendal-Llving Areas
Membe�Notes ` '
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��F����� _,,, ;�. .�=.- i� .��'�.': .• �;1 ':1�i, 'e3 �'. ��- -'�� � '��. �' SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of Rs produ�will be in aaordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressh disdaims any�er warrantles reJated to tfie software.Refer to curreM Weyerhaeuser IiteraNre for installatlon deUils.
(www,woodbywy.cam)Accessories(Rim Board,Bbcking Panels and Squash Blaks)are not designed by this software.Use of this software is not intended to
circvmvent the nced fa a design professional as detertnined by the authority having jurlsdktian.Trie designer of record,builder a framer is responsible to
assure that this plculation is canpatible with the ove211 project.ProducCs manufactured at Weyerhaeuser faciNtles are third-party catifled to sustainable
foreshy standards.
The produR applicatlon,input design loads,dimensbns and support infamadon have been provided by Dean Johnson w/Dean Johnsan Hort�es
Forte sortvvare Operator rob wotea 8/20/2013 2:23:30 PM
Jeremy Schreiner KiaahseNoe�zei Res. Forte v4.1.Design Engine:V5.7.0.245
Weyerhaeuser 15a5 Mapie Place Ca/c.4te
(fi51?�37-0446 Orono,MN
I ieremy.schreiner�weyeMeeuseccom Request#22825 Page 1 of t
�F 0 R T E � MEMBER REPORT Level,F36'Joist REPAIR ANALYSIS PERFORMED
1 piece(s) 11 7/8"T]IOO 210 C� 16n QC DE ERMINE WFIAT,IAF ANEY,REPAIR S NE DED
FOR HOLES/DAMAGE INDICATED BELOW.
Overall Length:36' -REPAIR FOR CONDITIONS SHOWN(IF RE�UIRED)
IS SHOWN ON ADDITIONAL PAGE(S).
+ Section of web removed
0 o for insulation access
19' 1 T
� � �
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
tf R@S{I� 1f�usl t t�tiGn +�4wpd �i14ti1� ' I,pF"! lbqql:"COn�klatl4n{RAthrh) ', Systan:Floor
Member Readion pbs) 1504 @ 19' 2565(5.25") Passed(59%) 1.00 1.0 D+lA L(All Spans) Member Type:)ast
Shear(Ibs) 739 @ 18'9 1/4" 1821 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential
Moment(Ft-Ibs) -2707 @ 19' 3795 Passed(71%) 1,00 1.0 D+1.0 L(All Spans) �����9��I�
Live Load Defl.(in) 0.297 @ 9'1 il/16" 0.466 Passed(U752) -- 1.0 D+1.0 L(Alt Spans) oesign Methaddogy:n5D
Total Load Defl.(in) 0.380 @ 6'11 9/16" 0.931 Passed(U589) -- 1.0 D+1.0 L(Alt Spans)
TJ-ProT"Rating 38 Any Passed -- --
•Deflectlon cri0eria:LL(U480)and TL(U240). .
•&adng(Lu):All compression edges(top and bottan)must be braced at 3'10 1/2"o/c unless deWiled o[herwise.Proper attachment and positianing of lateral
braring is required tn achieve member stability.
•A structural analysis of the dedc has not been perfamed.
•Deflection anarysis is based on canposite aQan with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Radng)tfiat is glued and nailed down.
•Additlonal considerations for the TJ-ProTM Rating Inciude:None
saa�h�p W�t+ .I.Oad�ta SuRP�rb�)- "
�I�� T�. ' Avidll�bNt'. R�IY� t�i;,�„�i '�'Q�a
1-Plate on conae[e-SPF 5.50" 4.38" 1.75" 182 451/�2 633/-42 1 1/S"Rim Board
2-Stud wali-SPF 5.50" 5.50" 3.50" 326 11�8 1504 None
3-Stud wall-SPF 5.50" 4.38" 1.75" 79 431/-68 490/-68 1 1/8"Rim Board
•Rlm Board is assumed to carty all bads applled direcUy above i[,bypassing the member being de5igned.
� Dpad. ' 1�dvP Uve �
�oaels �.�on s�n�r � t�.�?: 4�} �
.
1-Unitorm(PSF) � 0 to 36' 16" 10.0 40.0 RCsidentlal-Living A�e05 •
2-Uniform(PSF) 0 to 8' 16" 30.0 - Tfle Load
M$111ti8!"NO�ES
Forte Sortxrare Oparator Job Notea 8/19I2013 1:06:05 PM
i Jererny Schreiner KlaansenlC)enzel Res.
Forte v4.1,Design Engine:V5.7.0.245
Weyerhaeuser 1545 Mapie Place Calc.4te
I (fi51)637-0446 Orono MN
( jeremy.schreinen^a,weyerfiaeuseccom Requestll 22FS25 Page 1 of 2
L---._...........- --------..__..-------`........................................................................................................._.._....._....----------.._....-----
Vl��te1"hil��M�N� . ;'° ; ` ":,;. ' '" �SllSTAIWiB[E FOI�SFR1'pJ1T1Ai1YE
Weyerhaeuser warrants that the sizing of its products will be in aaadance with Weyerhaeuser product design criteria and published design values.
Weye�ser expressN disclaims any other warrandes related to the soRware.Refer to arrent Weyerhaeuser liteiature for installation details.
(www.woodbywy.com)Aaessories(Rim Board,Blaking Parrels and Squash Blaks)are not desigr�ed by tfiis software.Use of this software is not intended to
circumvent Me need fa a design professional as determined by the authorfty having jurisdicdan.The designer of record,builder a framer is responsible to
assure tfiat this okulatlon Is compatlble with tl�e weiall project.Products manufac[ured at Weyerhaeuser facilides are third-party cerdfied to wRainable
faestry standards.
The product appBcation,input desfgn loads,dimensbns and wpport infamation have been provided by Dean)ohnwn w/Dean lohnson Hames
New 1 3/4" x 11 7/8" 1.55E Timberstrand� LSL must 17' S pa n
be placed within 24" from Rim Board on parallel side.
**CONNECT TOP FLANGE OF NEW JOIST TO SHEATHING FROM ABOVE
ADD NEW JOIST BESIDE
DAMAGED JOIST 3�� MAX. DAMAGED JOIST
-ADD NEW JOIST OVER
SPAN WITH DAMAGE ONLY
1 3/4" x 11 7/8" 1.55E
Timberstrand� LSL
13�q" MINIMUM BEARING (TYP.)
Allowable End Notch
6" Diameter maximum allowed in Timberstrand� LSL. TAPEREo ENo��T,N B�M:
Edge of hole must start minimum 8�� from inside face of SEE LOCATION ANA�YSIS FOR GEOMETRY
bearing and holes must have 2 times the diameter of the
largest hole between holes. �2
12 �
Maximum span rating for sheathing is 24". 2x ledger can be
added to Timberstrand� LSL if need to reduce sheathing span. �1�
Connection by Others 5-7�8��
THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER.ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION.THE
PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION,DESIGN LOADS AND DIMENSIONS ARE CORRECT.AN AUTHORITY FAMIl1AR WITH
THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN.
' Forca sorn�re o�.n:or Job Notea 8119/2013 1:06:06 PM
, Forte v4.1.Design Engine:V5.7.0.245
. Jererny Schreiner Klaahsen/Uenzel ftes.
' YYeyerhaeuser 1545 Mapie Place Calc.4te
i (�i,51?G37-0446 Orono.MPJ
i jeremy.schreineR¢weyerhaeiiser.com Request#22&25
Page 2 of 2
i_..._---.._._..........___.._.............._._.........................................._.......................................___........_._.........----------------__._..-----
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� D TE TIME ✓
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White Copyllnspector's File Canary CopylSite Notice
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Catl for the next inspection 24 hours in advance. (952) 249-46��
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Inspector.
White Copylinspector's File Canary CopylSite Notice
� � �C/� DAT� TIME ✓
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Ca11 forthe next inspection 24 hours in advance. (g52) 249-4600
OwnerlContractor on site:
Inspector. ' � , `
White Copyllnspector's File Canary CopylSite Notice
S� DATE� TIME �/
CITY OF ORONO CALLED IN _ ���'
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OwnerlContractor on site:
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Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnerlContractor on site:
Inspector. �, r
White Copylinspector's File Canary CopylSite Notice
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. •
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emo
To: Finance Department
From: Christine Mattson, Planning Assistant
CC: Street File
Date: September 18, 2013
G/L: 101-22205
Re: Escrow Refund
Building Permit number 2013-00029 pertaining to 1545 Maple Place is complefie. An as-bui�
survey has been submitted and approved. Please refund $2,500 to the property owner.
The following is attached:
• Email from Bolton 8�Menk indicating no unbilled WIP on this project
• Email from Campbell Knutson indicating no unbilled WIP on this project
• Original signed escrow agreement
• Copy of cash register receipt showing escrow amount received
Mail to: Maple Place, LLC
550 20�'Avenue N
St. Cloud, MN 56303
w:�.street files�rnaple p�1545�escrow refund memo 2013-00029.doc
Christine Mattson
From: David Martini [davidma@bolton-menk.com]
Sent: Thursday, September 19, 2013 8:41 AM
To: Christine Mattson
Subject: RE: Unbilled WIP
I don't see any time associated with these projects.
Thanks.
David P. Martini, P.E.
Bolton � Menk, Inc.
P: (952) 448-8838 ext. 2458
M: (612) 756-4315
email: davidmana bolton-menk.com
From:Christine Mattson [mailto:CMattson@ci.orono.mn.us]
Sent:Thursday,September 19,2013 8:20 AM
To: 'Sherry Charboneau'; David Martini
Subject: RE: Unbilled WIP
Good Morning,
I need to submit my request to the finance department soon. I am wondering if you will have a chance to look up this
information this morning?
Thanks!
_
From: Christine Mattson
Sent: Wednesday, September 18, 2013 2:47 PM
To: 'Sherry Charboneau'; David P. Martini
Subject: RE: Unbilled WIP
Sorry, I knew as soon as I'd hit send, I'd think of one more....sure enough
1565 Orchard Beach Place Zoning#13-3614 Herbert Pfeffer/Fred Johnson
Thanks again!
From: Christine Mattson
Sent: Wednesday, September 18, 2013 2:43 PM
To: 'Sherry Charboneau'; David P. Martini
Subject: Unbilled WIP
Hello,
Any unbilled WIP for the following:
Address Building Permit Applicant
. 1
2990 Sussex Road 2012-01052&2012-01055 Justin &Susan Kelly
1545 Maple Place 2013-00029 Maple Place, LLC
1587 Maple Piace 2012-00436 Maple Place, LLC
Thanks!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway j Orono � MN � 55356(physical address)
PO Box 66 � Crystal Bay � MN � 55323-0066(mailing address)
'�' 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
This email has been scanned by the Symantec Email Security.cloud service.
For more information please visit http://www.svrnanteccloud.com
2
Christine Mattson
From: Sherry Charboneau [SCharboneau@ck-law.com]
Sent: Thursday, September 19, 2013 9:09 AM
To: Christine Mattson
Subject: RE: Unbilled WIP
Hi Christine:
Just wanted to make sure that Soren did not have any outstanding time that he has not given
me to post yet - he responded this morning that he did NOT have any additional time.
However, there is a previous balance outstanding on Zoning # 13-3614 in the amount of
$202.50 from our statement to the City for services rendered through August 31, 2013.
Other than that, there is no unbilled WIP for any of the items listed below.
Have a good day!
Sherry
Sherry L. Charboneau
Legal Assistant
CAMPBELL KNUTSON P.A.
1380 Corporate Center Curve•Suite 317• Eagan,MN 55121
'�(651)234-6230• Fax: (651)452-5550
�scharboneauCalck-law.com•www.ck-law.com
From: Christine Mattson [mailto:CMattson@ci.orono.mn.usl
Sent: Wednesday, September 18, 2013 2:47 PM
To: Sherry Charboneau; David P. Martini
Subject: RE: Unbilled WIP
Sorry, I knew as soon as I'd hit send, I'd think of one more....sure enough
1565 Orchard Beach Place Zoning#13-3614 Herbert Pfeffer/ Fred Johnson
Thanks again!
__ _ _
___. ._. . __ _, __ _ _ _
From: Christine Mattson
Sent: Wednesday, September 18, 2013 2:43 PM
To: 'Sherry Charboneau'; David P. Martini
Subject: Unbilled WIP
Hello,
Any unbilled WIP for the following:
Address Building Permit Applicant
2990 Sussex Road 2012-01052 &2012-01055 Justin &Susan Kelly
1545 Maple Place 2013-00029 Maple Place, LLC
1587 Maple Place 2012-00436 Maple Place, LLC
Thanks!
1
BUILDING PERMIT ESCROW AGREEMENT
Orono Building Permit#2013-00029
AGREEMENT made this�day of i�� , 20 i� by and between the CITY OF ORONO,
a Minnesota municipal corporation ("City") and Maple Place LL ("Owners").
Recitals
1. A building permit application has been filed for a principal structure located at 1545 Maple Place
the ("Subject Property"), legally described as Lot 7, Block 6, Crystal Bay View, Hennepin County Minnesota.
2. Owners request the City to review this application.
3. The City will commence its review of the application and incur costs associated with said review
only if the Owner establishes an escrow to ensure reimbursement to the City of its costs.
NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS:
1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow
Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to
reimburse the City for its cost in administering the escrow account.
2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City
for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal
consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the
Owners would be responsible for under a building permit application. The escrow will also guarantee
reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in
accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.
The financial security may also be used by the City to eliminate any hazardous conditions associated with the
work and to repair any damage to public property or infrastructure that is caused by the work (including planning,
engineering, or legal consultant review) associated with building permit #2013-00029 if compliance with the
approved building permit is not accomplished.
3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn
send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'
receipt of bill.
4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment
to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses
invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to
reimburse the City for eligible expenses the City has incurred.
5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the
Owners when the review has been completed and written notification is received from the Owners requesting the
funds.
6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses
incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the
subject property pursuant to Minn. Stat. §§415.01 and 366.012.
CITY• CITY OF ORONO OWN R:
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' CITY OF ORONO * z 0 1 3 - 0 0 1 0 5 *
2750 KELLEY PARKWAY nATE ISSUEn: OZ/12/2013
ORONO, MN 55356-
(952) 249-4600 FAX: (952)249-4616
ADDRESS : 1545 MAPLE PL
PIN : 08-117-23-33-0029
LEGAL DESC : CRYSTAL BAY VIEW
: LOT 007 BLOCK 006
PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT
NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT 2013-00029
APPLICANT ESCROW FEE-BUILDING 2,500.00
Maple Place LLC ESCROW FEE-EROSION CONTROL 0.00
550 25TH AVE N TOTAL 2,500.00
ST.CLOUD,MN 56303-
OWNER
Maple Place LLC
550 25TH AVE N
ST.CLOUD,MN 56303-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time aRer work has commenced.
The applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
� � / /
Applicant Permitee Signature Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
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