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Home My WebLink About2015-00464 (add./remod./repair) � CITY OF ORONO * Z 0 1 5 - 0 0 4 6 4 * ` 2750 KELLEY PARKWAY DATE ISSUED: 04/24/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3730 CASCO AVE P[N : 20-117-23-31-0003 LEGAL DESC : CASCO HEIGHTS : LOT 000 BLOCK 002 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 4,000.00 NOTE: ADDING A GARAGE DOOR/CHANGING OPENING,DOORS,SIDING,WINDOWS APPL[CAI�TT PERMIT FEE SCHEDULE 108.42 TOTAL 108.42 WILLIAM KOCH,JILL FUGLESTEN/ Payment(s) 3730 CASCO AVE CREDIT CARD 7665 108.42 WAYZATA, MN 55391- OWNER WILLIAM KOCH,JILL FUGLESTEN/ 3730 CASCO AVE WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shail 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 cequires sepazate 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 l80 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible fo assuring all required inspections are requested in nfo ance wit��he Sta[e Building Code.This permit may be revoked a ti f � ue se. � � ,/ � � � / / "'� Applicant ermitee gnature Date Issued y Sig ture Date � City of Orono Building Permit Application for Maintenance / Replacement / Remodel (i.e. a�rindow�, dac�rs, �iding, re-ro�f, �tc. — �TRUCTURAL EXPAN�I4N) ,%�� ^' '��, Mailing Address: � � ;/ ��<VO\ PO Box 66 Permit number Z-C��'�C�( (�� Crystal Bay, MN 55323-0066 Date received: -�7 � � ( ; - f Street Address: Received by: -� � ` ��S� �� 2750 Kelley Parkwa�� C.�L �Q Plan review fee: , 7 / �,\�y�, ��,;� Orono, MN 55356 ,' + - � � ` -��-% Total Fee: �' '� L�a. 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. (�y�� Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: �- Job Site Address: �� 3 G' �C� � ,��-'� 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 s�rvi e will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: W,�� i�.t � �cx L, State License# . Expiration Date: — Lead Certification Number: - Expiration Date: � (for work on homes that were constructed prior to 1978 Phone: (cell) (i/�,� ��7 -�a7� (office) `�J�.- �{ � � -U�/Y Mailing Address: ?�� 3 p �� <� ,t,v.� City: �,,�U,�,�, ZIP: � Contact Person: I„/� / �,,,, �;j/ �� /�, Applicant is: Contractor / eown�r (Circle One) Email and/or Fax: (��<1,,,; ��r«<--, C� �I�.v«r r�. < ��,,,, PROPERTY OWNER INFORMATION: Name: �i f �r.r�� K(�c L� Phone (day): (Gj(a� .�� 7-��,� � ( (� !1� Address: 37 �O �G t�� v� City: (�,-�v,� ZIP: s� 3�J/ Email and/or Fax: kE%�I��,�� iu�,,, �, �j;,N�i,l,� c,,�,�, _/ ) PROJECT INFORMATION: Overall project description: -1�� CY/L�C ��.'/`7�`�(,i� Type of Project: Any earth ovement may also require �Door(s) ,�Remodel ❑ Fire Damage M D review 8�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 C�� 2" Fax: 952-471-0682 � �Window(s) www.minnehahacreek.orq �� Estimated Construction Valuation of Project (excluding land) $ '�iJl�--�S 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 i r ati ,t e lication ma not be issued. ApplicanYs Signature: Date: '( L L � S Owner's Signature: Date: � Z l� Last Updated:January 2015 �L��:N� REVIEIIV CF�ECKLiST FOR NENV STRUCTURES / ADQITIONS Address: ��3 o G��e� �o1'c: Permit No.: ��-e�o K 6 `¢ Description of work: �c�c�,2s �.r,,�.,.�,n B�s s r�/�v'4 Date Rec'd: Y- ? Z - '�� Septic review by: Ov�e� Date Approved: Zoning review by: Date Approved: Building review by: Date Approved: �-2 �� Grading review by: �/� Date Approved: Zoning District: Zoning File#: Reso#: Reso Date: i u Zoning: t Ar�a: SF/AC Width: Lot Coverage: SF % Survey Sub itteci: � Yes 0 No Da4e of Survey: Revised dat . Proposed Set cks: Front (Lake) Rear(Street) ( N S E W ) ( N S E W ) Other ildings Wetland Side Side 3 Defined Height: Peak Height: FFE: FFE mi us 6 feet= (Existing Contour .F Perimeter(linear feet) _ �� 50%= L.F. belov✓grade #of Stories � x FOR A BUILDING WITH A BASEMENT CRAWL SPACE: FOR A B LDING ON A SLAB FOUNDATIOPf: The dis nce between the lowest proposed The distance between the top of START W ITH floor(of t basement or crawl space)and START W ITH slab and the highest point of the the highest int of the roof. roof. If you have a... If you have a... • GABLE OR HIPPED ROOF • GABLE OR PPED ROOF(no (no windows): Subtract half windows): Sub act half the distanc the distance between the ,,: between the high t point of the r f highest point of the roof to to the low point of t correspo ing the low point of the SUBTRACTION gable or hipped roof corresponding gable or (BASED ON . GABLE OR HIPPED RO (with SUBTRACTION hipped roof ROOF TYPE) windows): Subtract h the 'stance (BASED ON • GABLE OR HIPPED ROOF between the top of e highest ROOF TYPE) (with windows): Subtract window and the ' hest point of t half the distance between roof � the top of the highest window and the highest • ALL OTHE ROOF TYPES(flat, point of the roof mansar etc):No subtraction. ALL OTHER ROOF TYPES e SUBTRACTION Subtract th distance between the (flat,mansard,etc):No r' (BASED ON baseme crawl space floor and the subtraction. EXISTING highe existing grade adjacent to the ADDITION Add the distance between the top GRADES) fou ation OR 10 feet(whichever is less). (BASED ON of slab and the highest existing ? EQUALS fined building height EXISTING grade adjacent to the foundation. GRADES EQU/!LS Defined building height Y Shoreland Distri MCWD Permit �verage Lakeshor etback g0uff NEet? C] Yes No Permit Number: 0 Yes ❑ No O /A � Yes O No � N/A—see attached Setback: Stormwat f�uality �$s�gon� Hardcover Proposed Oderlay��istr�ct o Hardco�rer Variance Required P Required Tier(cfrcle one (�o and s� % and s � Yes � No Q Yes ❑ No 1 2 3 4 5 Type(s): Type(s): Updated: January 2015 z:\forms\plan review checklist 2015.docx �� Ci� . �a`-: i t,�,�,'�,^'. s. ....� � _,�.,_ .�„__, av, ,__ .� ,.. �� .__ _. .� _ _ . x�op g�pZ;si��oayo n�aina�ue�d�sw�o��:z 9LOZ tienue� :pa3epd� a3��`dIlIM aN`d lIU�J�3d NO �310N 38 Ol- S�21b�W32J l�l�l��O ON 0 S31. 0 �MaN ON � S�1� � ��ui�six3 :ssa��y :panoaddd a;ea :�tq pa�naina�{ :�naina�aay;p :(asnou-ui) 5�121dW321 (��i�ads)aau30 ❑ �eui�� : �(anang�I!�8-sV 0 uoi�e�nsu� ❑ y 6uiwe�� pa8 ��o� uoP�b � (�(�i�ads)aay�p p 6ui�ooJd�a;eM uoi�epuno� p 6uide�spue� p �6�W ❑ �(an.�ng uos;epuno� p uoi�e6uJ� unne� p �(�uoseW p II�M Pa�nod p uoi��auuo��annag p a�e�dan� p 6ugoo� p uog�auuo�aa�eM p �i�daS p �enowa� �ano�p�eH p � �e�ia��a13 p a�i� p le�iuey�aW p la�uo� uoisa3 /a�ua� ll!S � IIaM � 6uiil!� /6uipe�� p 6uiquanld � a�!S � 3 s�iw�ad a;e;g paainba� s;iwaad a;eaedag 6uiainbab ��oM pa�inbab suoi;aadsu' ouoJp ; o ��o � :an�en uoi;�n�;suo� pa;ew�;s3 $ = X a6eae� $ = X �oo�� P�Z $ = X aoo��S� $ = X �uawase8 a e;oo� a�en g Ja $ a e;oo�a�en g {�(}i�ads)Jay;p � S�!�fl �t/S�o JaqwnN—�dS �� aa� uoi;e6i;sanu� ,,,�� a6aey�anS a�E�S nnainab ue�d � �iwaad ON S3Jl pa aey� aq o�saa� :(asnoy-u�) S�121dW321 . All windows will be replaced. Windows will utilize existing header with rough opening altered to fit as needed within the allowable header widCh. � Bill I<och All siding wi11 be replaced. Siding will include fiber cement shakes on front above 3730 Casco Ave stone veneer and board/batten siding on the sides and bacic with horizontal lap Orono,MN 55391 • siding over the gable ends on the sides oFthe structure. Side entry door will also be replaced. � Double cripple studs will be used on each side of the LVL. � .... � tim ..�,� �, .,, � :.� � r -,�,� �..� ._.�...... �... ,�„ � _ _... . ., ..:� ,>. >-. �j` w.�� .��.._��.� -�.��...� �� ,�.� � � . � ....> �� .,.� �� .�, L � m �� .k � �. �� w �:�..�r��r�wv.��.:�....... �` �� _...� ' ...w�ro, � �.,�.�.��_.. .�� , � � � an� w��,..m n�..� ... a .w� i � �� 9'x 7'Gara e Door � g �� - 16'x 7' Garage Dooi• ��.�� Fiber cement shakes - �..� New Header: New Header: � � n..._ �,�y � Two (2) 1 3/a"x 9�/4"x 10'LVLs Two (2) 1 3/4°x 14"x 17' LVLs i �� -»,��.. e._.�_.w.: �� .� � ...�w� �� .�.. V.. .._..,.g 4 � ; � �� Stone Veneer , � i £ � Scale: 0.5":1' � I � —_ __- _________.-- _ __. _ . ___�_ ..--- . _ ..– REVIEWED ��r �� '��,��E PLAN GHECKED B DATE '�f� zg� �/� ��r _ � ___ .__.._..___ _. __._--_—----- � ��,. � t� �� Gmail - Ho�rig for another favor 4/21/15, 7:48 "M � � i„� � � . �,v, �° , � . � Hoping for another favor Joe Muran <jmuran@muran-architects.com> Mon, Apr 28, 2014 at 9:30 AM Reply-To: Joe Muran <jmuran@muran-architects.com> To: Bill Koch <kochwilliam@gmail.com> HI Bill. I hope you had a great weekend and I want to wish Alison good luck in her triathlon this coming weekend. Here are the header sizes for your garage doors: the 16'wide opening needs (2) 1 3/4"x 14" LVL's and the 9'wide opening needs (2) 1 3/4 x 9 1/4" LVL's. The LVL's are laminated products, your lumber yard will know exactly what they are. I would put 2 cripple studs under each end of the LVL's so they are resting on a good 3" of support. The space between the doors is probably going to be solid studs by the time you are done because in 30' minus the 25' of door opening, and if you leave 2' at each end that will leave you 1' between the doors, which is perfectly fine. There's nothing you have to do different between the doors as long as that 1' of stud wall is sitting on top of a foundation wall below or a slab that is resting on a foundation wall, either way. If you have any questions along the way, don't hesitate to ask. Have funl JOE MURAN M�ran Architects, Ine. �46 D7d McNenry Road Long Grove, I� G0047-8858 847-955-9090 �47-955-9497 (fax) From: Bill Koch <kochwilliam@�mail.com> To: Joe Muran ymuran@muran-architects.corr�> Sent: Monday, April 21, 2014 11:24 AM Subject: Re: Hoping for another favor [Quoted text hidden] https://mail.google.com/mail/u/0/?ui=2&ik=4ca1562919&view=pt&q...=true&search=query&msg=145a8be7efbd595e&sim1=145a8be7efbd595e Page 1 of 1 j-� � ` DATE TIME CITY OF ORONO CALLED IN INSPECTIO NO7 CE t �CHEDULED ' ��I14� `-3�. PERMIT N . �' ^ � 7COMPLETED ADDRESS�� C�c� , � �' `---�� OWNER Is,-%� �;S�c-� �( �� TELEPHONE NO. �i Z�" �� -3�� CONTRACTOR �� DESCRIPTION ~ �c�:_ r�_.i,., . —rv��C� �-«,� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ AD9N.SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING- � ❑ MECHANICAL FINAL ❑ RATED WALLS � �INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMEN : W ' a � ^� � � ,,.., � '� , � �,� , O � O � W � Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED I UE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITAT�ON ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ours in advance. 9 -46�� OwnerlContractor on site: Inspector. White Copyllnspector's File � Canary CopylSite Notice