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Home My WebLink About2009-00650 - PERMIT VOIDED , . City of Orono ��S�o� Building Permit Application for Internal Work (windows, doors, siding, re-roof, etc.) Mailing Address: D� � �,�,�. PO Box 66 Permit number: Q ;, Q Crystal Bay, MN 55323-0066 Date received: �� a ,� ��r �,�� Street�ddress: Received by: 1� ;;- �',�,t� a '� �ti�" 2750 Kelley Parkway Plan review fee: 9g.E�*v Orono, MN 55356 n � Total Fee: � �j /��7 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. (P/ease print) GENERAL INFORMATION: Job Site Address: t�Op �,�; 1�,��„�� 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/AP,P`LICANT INFORMATION: Name: t1�c,l.�uw.ti;rk .�.��c�.rs 1�e� State License# ?l� �3i3 Sy� Expiration Date: 3�;i�„� Phone: - - _ g� office �? - 29Z-p4�3 cell Mailing Address: � Cit : � �,1(,rt ZIP: $'-- Contact Person: J�w� ��c,� Applicant is: ontrac / Homeowner (Circle One) Email and/or Fax: ��w�, ,�,�LsaS [j �n��:'�.w�o.,rk - b��c�ws � C4� PROPERTY OWNER INFORMATION: Name: >�v�v�w �ww.�, Phone (daY)� )S L - j�o�� - 91u6��-�-�— Address: (�c�c:� �,Lc► 1 s Ic+�d1 CitY: �4��nc> ZIP: Email and/or Fax �1r�ti�e�uler � t�alle� c�,M PROJECT INFORMATION: Type of Project: Any earth movement may require MCWD review 8�permits ❑ Door(s) ❑ Remodel ❑Water Damage Minnehaha Creek Watershed District(MCWD) ❑Window(s) ❑ Repair ❑Storm Damage 18202 Minnetonka Blvd Deephaven, MN 55391 ❑ Siding ❑ Restoration �Other: (specify) Phone: 952-471-0590 ,-, . Fax: 952-471-0682 ❑ Re-roof ❑ Fire Damage Ut.� � G�iS www.minnehahacreek.orq Overall Project Description: � 'x� � i�J , u Estimated Construction Valuation of Project(ex ding land) $ �C 0� APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; � �a�C�- • Certifies that the information supplied is true and correct to the best of his/her knowledg ( y are solely responsible for submitting a complete application being aware that upon failur �� J �,n p � e but to reject it until it is complete; l�'UV lL • Some or all of the information that you are asked to provide on this application is clas: n� �/��,� �r ��v t.v confidential. Private data is information which generally cannot be given to the public e data. Confidential data is information which generally cannot be given to either the p �1�Gry V1 1 v� " ' ir purpose and intended use of this information is to annually update our records and re� � s re uired b law. If ou refuse to su I the information,the a lication ma not be issued ApplicanYs Signature: Date: Last Updated: 05-04-2009 Plan Review Checklist for New Structures / Additions Address/ PID/ Legal: (�OO (3C(o =s(,e,,�•,/, Description of work: -�-o��.n�4-n�,..� 1�-`;1Q A i 2. Septic review by: /�((� Date Approved: Zoning review by: N r� Date Approved: Building review by: Date Approved: /o -s -o� Grading review by: /J�� Date Approved: / Zoning File#: Resolution#: Resolution Date: Zonin District Fire Department Post Office School District Zoning: Lot Area: SF/AC Width: Depth: Survey Submi d: � Yes 0 No Date of Survey: Pro osed Setback : Front(Lake) ear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Si Building Defined Height: \� Building Peak He� ht: #of Stories Ok?: � YES FOR A BUILDING WITH A BASEMENT OR CRA\QIL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/craw START the distance between the slab and the highest space floor and the highest roof�eak,the to of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof, the deck I�e of a/ the deck line of a mansard roof, or the mansard roof, or the uppermost point Q�round uppermost point on a round or other arch-type or other arch-t e roof roof SUBTRACT half the distance between the highe win w and SUBTRACT half the distance between the highest window hi hest roof eak of a itched roo and hi hest roof eak of a itched roof SUBTRACT the distance between the base nt floor!crawl ADD the distance between the slab and the highest space floor and the highest e � ting grade within existin rade within the foundation the foundation or 10 feet, w chever is less. EQUALS Defined buildin hei ht EQUALS Defined buildin hei ht Lot Coverage: SF % Shoreland District MCWD Permit Received Avera Lakeshore Setback Bluff � Yes 0 No ❑ N/A 0 Yes ❑ No 0 Yes � No � Yes No � N/A Permit Number: Setback: Hardcover Zon Existin Proposed Variance Requi d CUP Required 0-75' � Yes O 0 Yes � No 75-25 Type(s): Type(s): 25 -500' 00-1000' RE,A�IARKS (in-house): �v Cf�NG � / Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Char ed YES NO Permit � Plan Review � State Surcharge ,/ Investigation Fee SAC—Number of SAC Units Sewer Connection Water Connection Park Fee � Site Inspection Other(specify) Miscellaneous Fees Calculated By: Square Foota e $ per Square Foota e Basement X = $ 1 S' Floor X = $ 2nd FIOOf X = $ Garage X = $ Estimated Construction Value: � 1 c�,C�c�o °=� Orono Inspections Required Work Requiring Separate Permits Required State Permits 0 Site � Plumbing 0 Grading / Filling � Well � Hardcover Removal � Mechanical 0 Fire 0 Electrical Footing ❑ Septic 0 Water Connection � Poured Wall ❑ Fireplace � Sewer Connection � Foundation Survey 0 Masonry � Lawn Irrigation 0 Radon Rock Bed � Mfg. ❑ Framing � Other(specify) � Insulation ❑ As-Built Survey Final ❑ Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: ❑ YES 0 NO New: 0 YES � NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms\plan review checklist.docx � � � p � H O O � z w � � O Line of existing addition I � � 2� 3 � ° � � � T � x -- tf� � � n, `a �� ~ � � � � � n i n � a. 0u � � w � rai, ¢ � 11 -91/2 6-8 co W � a�� za -o . ' � o ox � z" w Existing Founc'ation a Q rz� �o o � � ° Q .. ¢ I— cLu �uU �. tr�l— � - 7Q ° �� 0. 3Q�Q � — � — - _ o5 �� ww � � 30. � � ? z � X� � J — — "� � � aw� o5¢� � � oo Qo � � oo ° ss Install 2x6 joist hangers at ali � s 3 � � m Q 3 �¢ "' New 2 2x 1 0 rim �ois t�, I existing floor joists � � ) 1 � - `\\, ao / New beam line (2) 2x10 , . o � � � � v o Existing 2x6 floor joists ,\ - � � `24 x ?4 pad footings � o �° � New 24" pier footings 42" deep ,\ ' � , , �- _ ___ �- o ` � Existing Foundation � o '"/ "� New beam line (2) 2x10 � � � J � �j �„� M N ��1 I`y., .�— �-_ � U, 'c�-�,3 � T`I _ � _ � �, � _ '�� Existing footing � � �; � � 6 x 6 treated posts typ. New beam line (2) 2x10 � � > � � � � m' -�- � -�- � - - � '� Q NE�w beam line (2) 2x10 0 � o � � _, � � � �, _ � � � � Z Q � � O N � � �n ti � � in � ( � — �- � — �— ^� — �— � — �_ � �� _il — � _�1 =� � _i — � _i — � _ CIT � °�:�'�`,.;; I BUtLD{N �t !�'!"� /r��_„�� .`�`:l �".� Q INSPECTOR_ _��^�--__ _. _-�., � �.�,�:,,..�.::>:,.,. .,...._ _. . . New (2) 2x10 rim joist a,aT� tc- s o� — �,,.:, h�---------- � �� . � W PE 1- � ;, , . ,,- 5 ClA � ; ,,<< , , , � � ; , _ � — J � `f I` �__� r � � I . .� � .� :�' I �_�/ � � S ��'� ,,� _ r" 1 . � _ . . .u.... EE ATTR�'-M �,� _�� °, ;, ;�� , �; � �,,�r W � �iT�N � � n � � r �� i i � n � � � n T, , l�. ?' �i i-�' i . , Sa,n, r�l ri i ::`7'WI v8 QO^9 � ... �G� Lv t smaic��-------_� ti 6-9 -0 5-6 -0 �-5 -0 6-10 ' ._ � _ � � e` �., , i� , � ,an , , , a��1 zc n code. � C�� '�""` � ' + ;�, � 1',.�h'�_t� It:!�'. I �.,� � C�. w�i�Y�L�fiT`.:L�`iI(�nr'�v�l � �--� � o _ ,� .... ,_ . . . 3p'-6" 4'-6" � m a' � � � VJ W C 36'-t5" � � `� � C x I �. y£-'3 d ,. t�. `.LZ Z � F" ` N. NO ,ay� tr.l � x Line of existing addition � N � �� w � � 4 � � Ln aijCj� q ,��, y:J � 11'-9 1/2" 6'-8" � o U `" �< � `�. � ovo '� ¢ zz� ., z �., �, y � � ' #� Existing Foundation�, �¢ � �� °< _ ,�� \ � � G � ; � � 3 �r< � ; zass . ,, `-M= � — '� — � � ' - 3am �zvF � u-'-c,. � a - - - r-�'� , "�t e`"� r � �'�t�..- _ . � z Y� s. • a c n �Y f�.�.�.-; �.• .,:�.'�ti..,�,-'`�z��r:�;.,r- ra<�,:>.e , . � �>,�, .:'.�� M � `�4� �� O 7¢< \ �/� � w�¢ � wq� � � _ I Install 2x6 joist hangers at ali I I � x 3 �, " � � 3 `¢ �n existing floor joists ~ ` � New (2) 2x10 rim joist�., _ ,,_\� .; bo / New beam line (2) 2x10 `� .�; � o t � � � � � �� 0 Existing 2x6 floor joists-� �, � 1 - � � � `24 x 24 pad footings I I � o M � New 24" pier footings 42" deep�, I I / °' , � �_ � �� o � I N ,, � Existing Foundation ; o � New beam line (2) 2x10 � � � , o �„� r� „,. .�.:. . " � ��N'�� -I� � � �� Z - _ �� Existing footing � � � � �6 x 6 treated posts typ. New beam line (2) 2x10 � � �i �� O � _ � � \ : � �� Q N��w beam line (2) 2x10 0 � o ( � � � �; � � \ � �O\ � U r1 � t� M � � � � _ (i+ � � ti , � in ��:� I � — � \ — �� — � .� — \ i � � —� �- —�— �- II � _�� _�� _� � _� � _ ciT oF o�� ( I / _ ._'_'"__"____'"'_"_'_. W /,, BUILDI su r;�'";'- -•'_;a.'v �;c`�:�:4�1 Q 1NSPECTOR 'o New (2} 2x10 rim joist DAT�_I�S __ �.:`';,�'�.,-- - - '� ry � / �r J..: �.�.. , i ) �. •"l ; .`) - . i L l. � .� ` :' .� 'r n ..�, . .r�,-rr� U� � � - �� . � �.0 � C �� t � � ^i " ^ ' � � .r ,- - �� ■ � o t � !� r . . l _ . .. ! � t-� � SPECIAL � . : r � � � . ,rc� :� o � , �-n� (.� � 6'-9,� �-0' S'-6„ ,-0' �'-5�� -0 6'-10" rh�ti , � � � ... 'f'"' , fi; ` ..l1 . d� 1u.' , i ..,. 2�� > . ir C�CO. J S�E ATT/�Ct-�� 40 Ly A L+4�T � �.:.�... _ : � ,, �•. ,,,,, — — �i:�ti.. , �C....uiitr, �:1Ctw�P:.�c�:�l�y. Ui„J i LtS:t?�': � n-��r`-�; K'�.�P ThiIS ; LAid � O��1TE AT AL� Ti�r1ES � � � FO R �n� �.ww tGcs 0�___--- m F,�r�,q =,��r".._.=�". �r 30'-6" 4�_g'� F—� m t;�a�' `� J __. _`.. _ ._..... _ - z � _._...__.----_ _ � " � W C 36'-G"