HomeMy WebLinkAbout2015-00009 - kitchen remodel CITY OF ORONO * Z 0 1 5 - 0 0 0 0 9 *
, 2750 KELLEY PARKWAY DATE ISSUED: OU15/2015
ORONO, MN 55356-
` 952) 249-4600 FAX: 952 249-4616
ADDRESS : 3020 NORTH SHORE DR
PIN : 09-117-23-32-0003 ,�,, ;,...,ey rarkway
LEGAL DESC : CRYSTAL BAY PARK ����+� MN 55356 y��2-�4y-4600
: LOT 000 BLOCK 000 Receipt P;o: 3.012604 Jan 15, 2015
PERMIT TYPE : ADDITION/REMODEL/REPAIR
Brian Stephenson Const. Inr,.
PROPERTY TYPE : RESIDENTIAL
COI�TSTRUCTION TYPE : ADDN/REMODEL/REPAIR Previous Balance: .00
Permits
ACTIVITY : 434-RESIDENTIAL 2015-OOOi19 302U Nor th 1,424.59
Shore Dr
VALUATION : $ 150,000.00 101-32510
NOTE: SFPARATE PERMITS RE UIRED: PLUMBING, MECHANICAL, ELECTRI �uilding Perniits
Q Per�m i ts
Z��15-000(?9 302U North 75.UU
KITCHEN REMODEL Shore Di�
lU1-208U�
�ue to govts-State
Fermits
2015-OOOU9 30?_0 North 44.09
Shore Dr
101-34410
Plan Cf��eck/Site Exam Fees
Total: 1,543.68
Credit Card 1.543.68
P�yur`:
[iriar� Steuhensun Cons*,. Ini;.
APPLICANT PERMIT FEE SCHEDULE 1,424.59
PLAN REVIEW 44.09
BRIAN STEPHENSON CONST. INC. STATE SURCHARGE(VALUATION) 75.00
2025 PAWNEE RD
MEDINA,MN TOTAL 1,543.68
(612)889-0477 Payment(s)
Minnesota State License#: BUIL-20222459 CREDIT CARD 3122 1,543.68
OWNER
SWENSON, J&K
3020 NORTH SHORE DR
WAYZATA, MN 55391-
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 sepazate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is res ible for assuring all required inspections are
requested in confo n e wit the State Building Code.This permit may be /L-/J
revoked time fo
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�t.-�� C.� � , � �
A � licant Permitee Signature Date Issued By 5ignature Date
. / 5�� ��
� City of Orono i
�uilding Permit Application for Maintenance / Replacement / Renovation
(No structural expansion. Only windows, doors, siding, re-roof, etc.)
��O� Mailing Address: Permit number: o�0/J� - L�
PO Box 66
��, 0\� Crystal Bay, MN 55323-0066 n Date received: /J`�-�S
� , ��� Received by: ir}�
� i Street Address: � C p
:�, �,! 2750 Kelle y Parkwa y 1 1`�h`�h P l a n r e v i e w f e e: p �, 0
t `� Orono, MN 55356 � �,�/�
�kFSHO����'� �D� Ol/�
_� Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 y r���__ ����,� _ <
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (P'ease print)
GENERAL INFORMATION:
Job Site Address: 3t�'o1.0 �10271� S H D(Z E �R 1 V�
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes � No
If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: F�21l�1�,� STEP��kENS�N CbN �TjZuGI l0� IIvL.
State License# r3� a a a� s9 Expiration Date: 3 /3 i �6
Lead Certification Number: Nf�T- 11 01 9 8- 1 Expiration Date: 5l Y l�,
(for work on homes that were constructed prior to 1978
Phone: (cell) �, �� - �8 q- p y Z � (office) 7(,�- 4�8- � SD a,
Mailing Address: ap a S p y� E E RpR City: �a-M� L ZiP� 55 3�10
ContactPerson: 13(�lf�N S�"EPI-fLN SON Applicantis: Contractor / Homeowner (CircleOne)
Email and/or Fax: �S�t�PNC ONSTC�Y�t-+OD.Co%/�
PROPERTY OWNER INFORMATION:
Name: JALk � K�T�+R'�N SwENSi�N
Phone (day):
Address: 3�a,0 NO27N S}-}p(ZC, DRIVE City:W/}y�q7-�,. ziP: 5534�
Email and/or Fax:
PROJECT INFORMATION: Overall pro�ect description:
Type of Project: Any earth movement may also require
❑ Door(s) � Remodel ❑ Fire Damage MCWD review&permits:
❑ Re-roof, asphalt ❑ Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD)
18202 Minnetonka Blvd
❑ Re-roof, cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391
❑ Re-roof, other(specify) ❑ Siding ❑ Other: (specify) Phone: 952-471-0590
Fax: 952-471-0682
❑Window(s) wv�nv.� �� a���e.ek arq
Estimated Construction Valuation of Project(excluding land) $ �'SD 000. c�o
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• 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;
• 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
ou refuse to su I the information,the a lication ma not be issued.
,
ApplicanYs Sig ture: Date:
i ,
Owner's Signature/ �ate: ��
Last Updated:03/06/20
/
�p ; Bunkers & Associates LLC
a structural engineers
6687 Forest Street
Farmington, MN 55024
651.366.2853
Date: September 28, 2014
To: Swan Architecture
International Market Square
275 Market St. Suite 438
Minneapolis, MN 55405
Attn: James Arentson
From: Eric Bunkers
Project: Swenson Residence
320 North Shore Dr.
Wayzata, MN 55391
Proj. No: 14237
Subject: Proposed Remodeling
Dear James:
As requested, we designed new structural members for the above referenced project. We have designed the
new members using a roof and floor dead load of 15 psf, a roof snow load of 35 psf, and a floor live load of
40 psf in accordance with the Minnesota State Building Code. Our work only includes designing the new
members as shown at the above reference project and is based on drawings provided by you and from our
site visit.
Attached are 2 framing sheets with annotated framing notes showing the new members and connections. All
framing shall be shored and temporarily braced as required by the contractor and all minimum nailing shall
be in accordance with IRC Table R602.3(1). Lumber shall be minimum #2 SPF with treated lumber to be#2
S. Pine and engineered lumber to have Fb =2600 psi with E = 1.9. Our calculations assume all lumber is of
good quality and does not have large splits and checks and shall be visually inspected by the contractor at
the time of construction. All fasteners in contact with treated lumber shall be G185 hot dipped galvanized or
equal. Rebar shall be grade 60. Steel wide flange material shall meet ASTM A992.
Concrete used for footings (4" slump) shall have a 28 day compressive strength of 3000 psi. The new
footings have been designed as a typical spread footing based on a presumptive load-bearing value of 2000
psf in accordance with Table R401.4.1 of the IRC. The existing footings have been assumed to be typical
spread footings on good soils that are assumed to be performing adequately. The contractor shall also verify
the condition of structural members and foundations affected by the remodeling. Exterior grade shall slope
away from the building and gutters with long downspouts should be used whenever possible. Foundation
backfill shall be granular and well compacted.
When installed as indicated above, the new framing members and new foundations shown on the attached
sheets shall support the loads as required in accordance with the Minnesota State Building Code. If you
have any questions or concerns, please feel free to contact us.
Sincerely,
Bunkers and Associates, LLC
��.—e�_
Eric M. Bunkers, P.E.
MN Reg.Num.26490 I hereby certify that this plan,specification,or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the state of Minnesota.
��
Eric M.Bunkers
Date:Seotember 28.2014 Reg.No.26490
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�cicfress: '_ 3�20 N(�R�'�c�"�)Z� �\� Permit F�o.:_'Zo,s-- ca000q
Desceiption of vvork: � �3'"cJ�-�-2N R��W�-����-=Z— Date Rec'd: I� �- 1 �
Se�xtic review by: N 1 l'9- [3ate/8pproved:
Zoning review by: � d3 _ Date Approved:
BuiicEing reviewr by�: Date Approv�d: �' � � ' J,,�
Grading review by: N 1� Date
�Proyed•
Z ning District: Zoning File#: Reso#: Reso Date:
Zor� : Lof Area: SF/AC Width: i.ot Covenag�: %o
�urvey brnitted; �Yes Qi No Date of Surv�y: R vised te? :
Pro osed S backs:
Front(Lake) Rear(Street) ( � S E Wl } ( 1V S E t9� ) Oth uiic€fe�gs tNe�iand
Sitie �ide
Defined Height: Peak Hetght: FFE: FFE nus 6 fe�t= " {Exi�ting Conto�
P�rimeler�tinear feet)= 50°k= L.E.beiow grade #of Stories
FOR A BUILDING WITH�4 BASENiEkT OR CRA SPACE: FOR UiLDIRlG Otd R SLAB FOUNDATIOI�:
The distance be the lowest prc,'posed The dfstance bet�Yeen the top of
� START W ITH floor(of the basemen crawl sp8ce)and START WITki slab arid the highest point of the
the Fiighest point of�e r . ropf.
If you have a... If qou have a...
GABLE OR HIPPED ROO o • GABCE OR HIPPED ROOF
� windows): SubtraGt half the d (no windows�i SubVact haif
between#he:hlghestpoint of t#te the distance betuveer�the
to the low pofnt of ttie cories ing highest point of tk�e ropf to'
SUBTRACTION 9able or hipped toof thelow point of the
, .
� ` . cortespending gable or _
jBASED OM . GABLE OR HIPPED.RO .�Mrith ' SUBtRACTiQI� � hiPped roof
ROOE.-TYPE) windows),.Subtractha hedi5tanee (BASEbON . GABL�ORHIP��UROOE
between the t�p ofitM ighe5f- ROOF TYPE) (wRhwiRdtiWs):`:S�btract .
wfndow and the h' est polr�}of U�e ha1ft19e distance tietwAen "
�{ the fop ef the hlghest
• AlL OTHE12. F TYPES(flat, wind�v and.'the:htghe3t
rtiansard,e :No subtraction.` , _ poirrt of the�roof:
� � AL,L�QTHER ROOF TYP�S
SUBTF�ACTION 5ubtract the di nce between th� - (fl�,�n��,�{�):�o `
(BASEb ON basemenUc space floor and the ` subt "
EXISTING fiighest e ing grade adjacent!o it►e ACi- ION Add the tl stance�betWeen the tep
, GI�ADES) foundati OR 1�f fe�t(whichever is lesg). (BAS ON qf slab and�the highesiexisting
' EQUAGS GeR buildin8 he1�M EXISFI grade adjaCent to ihe foundation_
GRADES
, ' EQUALS Usftned buitding ileight' ,
Shoreland�istrict nliCWD Permit �vera9e Lakeshore'Setback B1uff
, IIAet?
0 Yes No -Perr�titNumber. a Yes q No Ci �!/A : fl � No
[] N/A-see attached . Setbackt
Storm�►+ater uatity Existing Hardcover �'raposed
Overl�y s4ricf o �Eardcover Vari�nce Requirec� CU�Re wiced
Tier ' le one (/o and sfl %and s �
Q Yes � No � Yes 6 No
1 3 4 5 tYPe�S)� TYPe(S)-
Updated: January 2015
z:lforms�plan review chedclist 2015.docx
RE�Al�K� (in-house):
Fees ta @e Cfiar ed YES NO
_ .
Permit
P{�n Review . 1/
S'ta�e Strrcharge
tnvestigation Fee
��1�-Nuimber of SAC Un�ts ; � _ .
Qther{specify)
S uare Faota e S er S uare Foata e
Basement X = $
1S'Fioor X - $
2"tl FIoOr X = $ _
6arage X = $
Estimatecl Gonstructian Value: S I�(�,OidC� ��
' Orano Inspeations Required< N►ork Requiring Separate Permits Required State Psrrnits
Q Site �1 Plumbing � Grading/Filling � We1i
CE Silt,Fence/�Fosion Gontrol �Mechanical � Fire Electri�eal
t� Hardcover Removat O Septic Ct Vlfater Connection -
O Footing 0 Fireplace CE Sewer CQnnection :
� Poured Wall t3 Masonry C3 Lawn�friga#ion
Cl Foundation Suri►ey � Mfg. Cl Landscaping , :
O Foundation Waterproo�ng � Other(specify)
� Radon Roek Bed
�''Frarr�ing , ,; , :
�'insulation
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�'�'��nal : .
, i� Oth�r(specify)
REMARKS(in-house}:
Other'aeview: Reviewed by: Date Approved:
Access: Existing: C] YES 0 Nb : New: n YES n t�0
OPFICIAI.`REMARKS-TO BE NOTED Ot�P�RMlT 1�ND 1NITIi�LLED
Updated: Janaary 2015
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/� �`�"�-� DATE TIME �
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❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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OwnedContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice