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Home My WebLink About2013-00541 - new structure ' � CITY OF ORONO 2750 KELLEY PARKWAY * Z 0 1 3 - 0 0 5 4 1 * DATE ISSUED: 07/25/2013 ORONO, MN 55356- (952 249-4600 FAX: (952)249-4616 ADDRESS : 360 NORTH ARM LA PIN : 06-117-23-24-0012 LEGAL DESC : NORTH ARM ESTATES 4TH ADDN : LOT 002 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,050,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLACE, LAWN IRRIGATION,WELL(STATE), ELECTRICAL(STATE) NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL:� 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 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. INITIAL:�(_ NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FO DATION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY OR A STOP WORK ORDER WILL BE ISSUED. INITIAL:�� NOTE: EXISTING SEPTIC SYSTEM AND SECONDARY SEPTIC SITE NEEDS TO BE PROTECTED DURING CONSTRUCTION.INIT��. APPLICANT pERMIT FEE SCHEDULE 6,156.75 HENDEL HOMES STATE SURCHARGE(VALUATION) 520.00 15250 WAYZATA BLVD. TOTAL 6,676.75 SUITE 108 WAYZATA,MN 55391- (612)998-2167 Minnesota State License#: BC 192308 OWNER HEDEEN,BRIAN&EMILY 360 NORTH ARM LA MOLJND,MN 55364- 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 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 1 SO days at any time after 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 an t' f�Fdae'CaAs�"—� c - �=�J��.�— Z i 25 i 24st3 y �� J Applicant Permitee Signature Date ssued y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. . � CITY OF ORONO � �(P �-� ,�, �, � BUILDING PERMIT APPLICATION C �FOR NEW STRUCTURES OR ADDITIONS A, Mailing Address: �Or VO �� PO Box 66 . �� Permit number. �jG��J -��<,l� � Crystal Bay, MN 55323-0066 � � Date received: - G/� StreetAddress:' �� , Received by: � ti�, G� 2750 K ell e y P a r k w a y v(�� P l a n r e v i e w f e e: � �/. �'�J lqkfSHO�� O r o n o, M N 5 5 3 5 6 �� 3_�5-C�n Total Fee: �� ,,,,..�� Tt� Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �=�xWv �Q,C�a '�'L'�.j 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: 3(0� (�� .�ryy� �,nQ Will this be a Parade of Homes, Remodelers Showcase Home or other Dispiay Home? ❑ Yes � No If yes,a specia/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 NFORMATION: Name: State License# ��?30� Expiration Date: 3 � Phone: cell 2.- O- 30 office `j'S2-Q�o1}-72 Mailing Address: Cit • ZIP: �3 Contact Person: Applicant is� Contra tor / Homeowner (Circle One) Email and/or Fax: � �, PROPERTY OWNER INFORM TION: 1�� i Z �S 'Z�(Q1 Name: $�0.h �¢y� Phone (day): (p I�- 38a _ �-{4$5 Address: �3(flp �,•}�,s �.�y� � City:DYnIY7 ZIP: �53(,4 Emailand/orFax ��,,��y��d\(,�y�qy�Q�l.Q��, �h;, ARCHITECT/ ENGINEER INFORMATION: 1. N a m e: �/1�lr�lul� '�P..'s�qh �{Ud4,r Phone (day): q�2- 25"D-1�41 Address: Z S' Cit : a ZIP: Email and/or Fax: M,�(� p,y� ,�,��s.(av� PROJECT INFORMATION: Description of project: 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 Family/Condo ❑ Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may also 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) $ (�O� ��O� � �L��: E��'��:� ��.f��` ��E� �� '�'E��`�� C�f�C�� kdc�r�ss/Perrr�ft f�c€mber:----�l(!l� �� t \� � ►r r • De�cription of v�rorlc: __ �� S�� Septic review by: � aate Appcav�d: ' C 1 �Q(j� Zoning re�riev�b�►: � ��j��'�'`- Date Approvec�: •�L. Buiic�ing r�vie�by: �. ,�, f, ` N� Date Approvec�: "�� ZZ- � , Gradir�g e�eview►by: . �r'- aate�►pproved: /6 13 Zonir�g Di�tric�t: �aning Fi�e#: Re�o#: Reso Date: Zcnfng: lotRres: SF/AC l�icCth� Lot Coverage: SF % � , �' ; f� Sc�nrey�ubmittec�: Yes C3 No Date�fi Survey: ��„3 ;,.:� Revised date(?): �.1��"��' Pro oaecf Setb�ck�: � � t�&� Fror�t{Lakej Reac(Stre�t} ( � � E � � ( � � E � ) Otiher 8uifding� itlletfsnc� �ic�e �ide �..�,,,� ,-i � i�f� De€in�d F4�i�t��: � f � P�ak Et��gEtt:� FFE: ��p� FFE minus 6 feet= � ��o� (IExistfng Centou Perimeter(linear feet}_ �-� �� _��%Q= ��.�`+� #:ef Sfiorie��Ok? YES � `�f �„ � � . . . �,�� . l�t�t�� FOR A BUILDING 1lYITH A BASEMENT OR CRAWL SPACE: The distance between the lowest FOR�4 BUILDIkG ON A SLAB FOUNDATiOk: �v�+�u START WffH proposed floor(of the basement or crawi -� • space)and the highest poirrt of the roof: START WITH The distance between the top of slab arn the highest point of the roof. H you have a... H you heve a.,. • GABLE OR HIRPED ROOF(no . - GABLE OR HIPPED ROOF(no windows): SUbVad half the windows): Subtract hatf the distan distance beiween the highest pa+rt between ttie highest poiM of the ro of the roof to the low point tsf the: � � �� SUBTRACTION corresponding gable or hipped Yoof to the lan poitlt of the cortespondir SUBTRACTION . �r� 9able or hipped roof (BASED OW ROOF . GqBLE OR HIPPED ROOF(with 4��y •- GABLE-OR HIPPEb ROOF(witla TMP� windows): Subtraot halt the ROOF TYPE) wintlows): Subtract half the distan distance between the top of the betweert the top of the highest highest window and the highest window and the highgst point of th point of the rocf' roo,f -ALL OTHER ROOf TYPES(8at, • ALL OTHER ROOF TYPE�(flat, , • manserd� �No sublradion. mar�sard,etc):No subtraction. ADDTfION Add the distence beMreen the�to�of slal �r � SUBTRACTION Subtract the distance between the (BA8ED ON atid the Aiphest e�dating grade adjacent �,�• �r (BASfD ON EXISTIkG baseme�Ucrawl-space floor and the IXISTING the toundation. �r highest existing grade adjaceqt to the, GRADES � Gi2ADES) ��, faundation OR 10 feet(whichever is less). ES�UALS DeflneCl building helght �� ,� EClUALS befined bu[Iding heigM t � S�orelancE Bestcict Mf I�tD E�ermit Received Av�ra e Lakeshore Setback If��t? Biuff es [3 No � N/A CI Yes N� �es � IVo i] Yes E� No N/A , O Permit Number: -� �,�� Setback: � S�ce�nwater C��atity �xi�t�rtg E�CQE?C8@C� V�PI�iiC� R��{ElEI'@(� UP R@CjUI!'@f� Qve�� Di�trict Tier �i�rci�aver 6��rdcover �°�,� �`�p�'�� +� ��.r � Yes > "No � Yes No � �jv �L� tQ��j•cs�- �.6A-� Type(s): TYpe(s): . � CS�L - � � �t A 1 . 1. . L S�'�asy Updated: January 2013 v:\forms\plan review chedclist 2013.docx RERA�►RKS (in-house): Fee�to be Char ed �� -�'� Pe�'�tt�t . : ; ; Plan Review - � �fe Stta�cha�ge �, . - lnvest�gatian Fee $�IG,-Nur�tbe�'�f SAC f1n�a` '' Other(specify) S uare Foota e S er S uare Foota e Sasement X = $ 1'1 Floor X - � 2"d Floor X - $ Garage X = $ Est[mated Cor�struction t�afe��: $ 1,0�C�.(OOC� Orano tnspections Re�uiced 1Mork�equiring Separate Permits Requirec!State Permits R Site Plumbing � Grading/Filling pf'Well t3 Hardcover Removai Mechanical � Fire � Electrical ;{�3'footing G Septic Cr V1later Connection ,�d'Poured Waii Fireplace G Sewer Connection � Foundatior�Survey � Masonry �Lawn Imgation �Radon RockBed � Mfg. �1 Framing G Other(specify) �''Insulation �As-6uiit Survey Final � Wetland,Buffer Q Other(specify) RfNiARKS (in-house): Other Review: Reviewed by: Date Apprav$d; Access: Existing: a YES 0 NO New: � YES 0 NO �FEECIAL REMaRKS-�'O BE I�OTED OI� PERMi{T Ahtt?ENITlALLED 4C. � -�--�a �e"rc� � et, " "�.�� ..�,�� --��. ��.��- . �:�.. , �,� ��_ : ,.��,..� � �'�� . � �-�'� � �� p Updated: January 2013 v:\forms�plan review chedclist 2013.docx S�vS�'�u�� C i uv�+ . � � �1 ��Z�' �3 � , � � � _z � /� � `�\ ___7 � �OA� ��\ � __- ; sFo `� ,.-� � ► � : � S% �� Y '�� FiV �,, � � : ; c� `� ��o��` `� `� � ��\ � � \ �', / \ � / � �� j / ��\ \ � / ,' \ ��' 1�,-�',��A \� � p�� _r � C �� ,,- �I1. ' � �� >> � _�� \� / � jt ` = 3� 4'2'� �, � . , 1 r � � 1�5�,�`I �`r ,� ��6.00 � , � � � � / � �� \ / �i J , , O� �' o ,�, � o , -' � � � O � � �� `� -'� �Ci ,� � r''•.•� i � ' O� ,' �l � � OQ ,' . /� ��''��..� .r � i '1�:�•. .3.50 \�� /" // �—� . c ��' :1// °D ��'' :s; Ch �� ' / � � � � ,j � P�' � .�\ �l \� '�(O .�/! - \` ''— -- �� / . '''`, ` � �4r �I � �;1� O �� K� �oo.. � , ER � 'Q.. ,.: �.GJ ;:�� .� � � �, � : ANCHOR � �;oo .soo ,,�Q�o�� Q, �� o�. Q . �SOP� �� l _� V�ELL ,�,. ::� �o. � .�•:., �� !` � ��:,.� .. . s°o ." �,�. �,o. _.:.� � � � �� . � . � .� ,��°� / ---- — ---� �"��.ti`�-�� -� ..�, , ,� .- ..oa,.. - - ..._..--�--�� v.....:.- . �----�----------��------�-----�- -.......- . . ,. � .�k��.- .�.. � �983 �pa� �/ / �� ' `��4' �;.'';�,.,.:.� � --�`+v f— - 9� � r �� / �. �,"""- 4 / gso�� ;� �' � � �/ �,,� f / � � � f \\� j ! � I � ,__ 1 ��---------�" R° ' ,� DETAIL ;%, o ��'E � ,' 1„=20' Basement means that portion of a building that is partly or completely below the existing ground level. A basement shall be considered as a story for purposes of determining the number of stories in a building, when the finished surface of the floor above the basement is more than six feet above the existing ground level for more than 50 percent of the basement's perimeter. The perimeter of the basement does not include portions of the house or garage that do not have a lower level but are merely "unexcavated". Artificially raising the grade adjacent to the foundation of a structure (by filling or by a combination of filling and retaining walls) above the surrounding natural terrain shall not be allowed as a method for cornrerting a defined story to a defined basement, regardless of any other benefits to the property of such action. Finished grade that increases more than one foot from existing ground level shall be considered as artificially raising the grade. However, artificially raising the grade when such action merely restores a previously excavated site to its original natural grade may used as a method for converting a defined story to a defined basement. � � a N 89°58'30" E 1004.16 �� . � ED - -� �810.95 � -, � � � � \ � �—'--------�__ \�-as � i ~ , � r � �� I � ,,, 1f i ;. �\ 11 i �, -�_— � 4 � � I 1 . J � � \ � ; J � � � 0'�'�� \ � I \\ \' f � f \ // � � 1 l:m I i I� , � �`x '� � � do � J , � � ` � I �� i /� ----- -- � � / � �/ � ` � � 1 I � � \ �� / i� �� 1 1 � l > � � ,� ,� �- � � , � , -� �� ; z`� ,'�� : ,'� ; � J i -7-- � i / �' L.. I , � � �i i � ;- � i I i V �/ _ .- _ H , r , N �Q J� f \ / ( � f � � � // v \ � � o,� '� � � / � �� r �< � N /� j �/ � ��%�� Fc.� ,,�b // � �� . ;� R � / � /�o �/ i� POWER �,�° / / � _ � ��' �/ POLE AN HOR s'o� �� f/ �l / � % M � / ��? J � h� �"/� �eo�p a .� o `� �� Z� // !� � � � ' - O STi.�Qay�,�6y� �'� / � c� , ,3s s --—--—— 'S' " � � t.,,.i o� -------------� ------�------------------------,�....-�----------------------��---�---------------� �v, �i tiG,�`'d',� � / / /c� � i � 6 ,,�` �c �` /Q' / � � � �� i1 --�_.,� �,� o��o � �/ /� / / 'i Z � � �/ ��l�-�,,,,,,,... `��f1 �3$ � /, � l� // /� � i i i i i /�i \ r�^�„ /� : 1 I /ly �/ i y. /� t �� / it�GvC� f \ ,�,�"' O : � _.,. �/t�' N � 1 � / �� / �G �� / O ---� o c�Rs :� , t�'/� �� i / // // / �`� / O J�/�_ . _ \ 5 i/ � / . � i /� �/�\ �/ � I / �/ � �� '/ \ i' � / i i , � � i T l � i ��: / � 's f � � �� t � �� / / . � 1 � �;fi ' i/ . _ —-- m' � � � � � �a--Pvcs �i/ �� I f``_ l \� � i��/ � r_ _' /' i �'� �� l �'-�/� - �_" � - --�� i� ' � / �� ` � � ��//��i /�' � . / '� � k� 425.85 � \ ', ,,�� . � - � 1 N 89°58'30" E 618.72 '�° �� ' � HENDEL i525o Wayzata Blvd. Suite io8 •Wayzata, MN 55391 •Phone (952)4o4-72O4 • Fax �952)404-7205 This letter is to inform you that beginning shortly your neighbors,the 360 North Arm Lane,�rono, will be tearing down the existing house and building a new home. The new const ction is scheduled to start in June, 2013 and be completed in March,2014. The City o Orono has r uested that we get your approval of the permit set of plans for the demoli ion of the xisting house and construction of a new ho�use. ' ` �� =�i � _ __�__ Signatu f approv 1 D,�te , �► � Ll��_ � ,(,�. �zL Address of Homeowner We at Hendel Homes apologize in advance for any inconvenience during reconstruction, but can assure you that the investment in this property will be a beautiful asset to your community. We also understand that parking may be an issue on your street. We are communicating with our subcontractors about our concerns before demolition or construction start. Please let us know if you have any questions or concerns during the project. If need to contact someone from our office during the construction, Allan will be the project manager and direct contact for Hendel Homes. Nate's phone number is 612-616- 2252. Thank you for your consideration. Rick Hendel, Owner Hendel Homes 952-404-2704 15250 Wayzata Blvd., Suite 108 Way�ata, MN 55391 .� � HENDEL 1525o Wayzata Blvd. Suite io8 • Wayzata, MN 55391 •Phone (952)404-7204 • Fax �952)4o4-72O5 This letter is to inform you that beginning shortly your neighbors, the 360 North Arm Lane, Orono, will be tearing down the existing house and building a new home. The new construction is scheduled to start in June, 2013 and be completed in March,2014. The City of Orono has requested that we get your approval of the permit set of plans for the demolition of the existing house and construction of a new house. �(�-��-� �`�c�.�.�� '`� 3D — /,3 Signature of approval —�— Date � � � ..�/G� ��i� C�,z- ,� �;'?/'li Address of Homeowner We at Hendel Homes apologize in advance for any inconvenience during reconstruction, but can assure you that the investment in this property will be a beautiful asset to your community. We also understand that parking may be an issue on your street. We are communicating with our subcontractors about our concerns before demolition or construction start. Please let us know if you have any questions or concerns during the project. If need to contact someone from our office during the construction, Allan will be the project manager and direct contact for Hendel Homes. Nate's phone number is 612-616- 2252. Thank you for your consideration. Rick Hendel, Owner Hendel Homes 952-404-2704 15250 Wayzata Blvd., Suite 108 Wayzata, NIN 55391 . s RE�i October 2012 O City of Orono �uN � ; Hardcover Caiculation Worksheet � � CITY OF Property Address 36P' y''a�r,�! .I��, t�►re��' �y�'d�,�,,r.•� Prepared by G.�a.r��E.e� tAJ'.�ac�if�'�'�',�,��. Date y-♦S-',3 Stormwater Quality Overlay District Tier: (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier 5 1. EXISTING HARDCOVER In the following table, identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. Key to Hardcover Item (Descri,be) Length x Width Total Surve S uare Feet Exam le Gara e 24'x30' 720 S:F: A /�Ot�f 6 Z p�; S.F. B O.t�vE g393 s.F. C ,�/6Q �',sx' S.F. � �6("fc .�2 3 S.F. E �i ��+ S.F. F t< � S.F. G F�e.�r �,t��tl�' /86 S.F. H Fn� P� r�o „S,�- S.F. � c �r �tar� t.��a�,�� s.F. � avER.� / 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. 1 Total Existin Hardcover �� s.F. Excludable Hardco�er: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover p S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 �� 3 3 2 S.F. 4 Total Lot Area � 7�,�- s.F. Existing Hardcover Percentage [(3) = (4) ] g, �p % 2. Proposed Hardcover (Over—>) �6ir4 ,/t,��/aI'�T�/ ,/°�l�N't L*1.�'ds�' �"'�'�°I�'d��'6'.te� 2. PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items fhat 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. �_!0�'3 Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet Exam le Gara e 24'x 30" 720 S:F. A a � S.F. B S.F. C �T� ,,� S.F. D ,� �- s.F. E --�t-- �� S.F. F --�-- ,� s.F. G .� � uc� s.F. H �� S.F. � R6 r S.F. J 1' /,j�' S.F'. K �� S.F. L �'J/T�f' O�/(/ F .c / T � S.F. M - � ,o S.F. N IV�� E c SZ s.F. O .t,�E-c� �" 3�� s.F. P S.F. Q S.F. R S.F. S S.F. T S.F. �J S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover ,s s.F. Excludable Hardcover: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover p S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 /�j s.F. 4 Total Lot Area � 7 s.F. �� e1�/�� Proposed Hardcover Percentage [(3) = (4) ] �►�, �Q % JUL 10 2Q1� CITY OF A�QNO Christine Mattson From: Melanie Curtis Sent: Tuesday, July 02, 2013 12:36 PM To: 'Nate Jurmu' Cc: Christine Mattson; 'Mark Gronberg'; Dan Toleno (dan@hendelhomes.com) Subject: FW: 20130702 360 North Arm Ln -Building Permit 2013-00541 Nate— please see the comments below from our engineer on the submitted survey. Please submit a revised survey addressing the comments so our review can continue. Upon receipt of the revised survey I will finalize the Zoning portion of the review. Thank you. Melanie Curtis � 952.249.4627 � mcurtisCa�ci.orono.mn.us From: Jesse Struve Sent: Tuesday, July 02, 2013 12:17 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130702 360 North Arm Ln 2013-00541 Melanie, I have reviewed the survey for the proposed house at 360 North Arm Ln and have the following comments: 1. The survey should show the secondary septic site location. 2. The survey shows a future pool and patio. If this is not going to be included in the building of the proposed house, it should not be shown on the survey. The applicant will need to apply for another building permit at the time the pool is to be built. 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 Jesse Struve From: Jesse Struve Sent: Tuesday, July 02, 2013 12:17 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130702 360 North Arm Ln 2013-00541 Melanie, I have reviewed the survey for the proposed house at 360 North Arm Ln and have the following comments: 1. The survey should show the secondary septic site location. 2. The survey shows a future pool and patio. If this is not going to be included in the building of the proposed house, it should not be shown on the survey. The applicant will need to apply for another building permit at the time the pool is to be built. 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 . _ Christine Mattson From: Nate Jurmu [nate@hendelhomes.com] Sent: Monday, July 01, 2013 2:54 PM To: Melanie Curtis Cc: 'Dan Toleno'; Christine Mattson Subject: RE: Hedeen Residence - 320 North Arm Dr Thanks for the update. Brian Hedeen said he would drop off the two forms tomorrow morning. -Nate Jurmu HENDEL HOMES Building Highly Detailed Ke.ridence.r e�'Kenovation.r 15250 Wayzata Blvd Wayzata,MN 55391 952.404.7204—Office 952.404J205—Fax 612.616.2252—Cell Natenue,HendelHomes.com �vww�.HendelHomes.com From: Melanie Curtis [mailto:MCurtisCc�ci.orono.mn.us] Sent: Monday, )uly O1, 2013 1:36 PM To: 'Nate Jurmu' Cc: Dan Toleno; Christine Mattson Subject: RE: Hedeen Residence - 320 North Arm Dr Hi Nate Our engineer will be back in the office tomorrow. He is out today. The surveys are here. Hopefully he will get to take a look at them tomorrow. We are still waiting on the signed forms (attached). Melanie Curtis � 952.249.4627 � mcurtis@ci.orono.mn.us From: Nate Jurmu [mailto:nate@hendelhomes.com] Sent: Thursday, June 27, 2013 3:49 PM To: Melanie Curtis Cc: Dan Toleno Subject: RE: Hedeen Residence Melanie, Did you find the Hedeen surveys from Gronberg? Also, did you get the signed zoning disclosure/declaration and escrow agreement/check? Thank you, -Nate Jurmu HENDEL HOMES Buildin�Highly Detailed Re.ridence.r d�'Benavation.r 1 . - 15250 Wayzata Blvd Wayzata,NIN 55391 952.404.7204—Office 952.404.7205—Fax 612.616.2252—Cell Nate e,HendelHomes.com www.HendelHomes.com From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Monday, June 24, 2013 3:12 PM To: 'Nate Jurmu' Subject: RE: Hedeen Residence Could be, I'll take a look. We're so busy its crazy here! O Melanie Curtis � 952.249.4627 � mcurtis@ci.orono.mn.us From: Nate Jurmu [mailto:nateC�hendelhomes.com] Sent: Monday, June 24, 2013 3:12 PM To: Melanie Curtis Subject: RE: Hedeen Residence I just talked to Mark Gronberg, and he said he dropped them off there Thursday late afternoon. I called him right after we left the city Thursday and he said he would do that right away... I wonder where they ended up? -Nate Jurmu HENDEL HOMES Building Highly Detailed Ke.ridence.r d�'Kenovation.r 15250 Wayzata Blvd Wayzata,MN 55391 952.404.7204—Office 952.404.7205—Fax 612.616.2252—Cell Nate(�a,HendelHomes.com w�v�v.HendelHomes.com From: Melanie Curtis [mailto:MCurtisCa�ci.orono.mn.us] Sent: Monday, June 24, 2013 2:30 PM To: 'Nate Jurmu' Subject: RE: Hedeen Residence I was just thinking about you guys.... we are preparing the Zoning Disclosure form and the Escrow Agreement now. I will forward them shortly. And no, I haven't seen revised surveys from Mark yet... Melanie Curtis � 952.249.4627 � mcurtis@ci.orono.mn.us From: Nate Jurmu [mailto:nate@hendelhomes.com] Sent: Monday, June 24, 2013 2:28 PM 2 • To: Melanie Curtis Subject: Hedeen Residence Good afternoon, Melanie— After we dropped off the Hedeen permit application, I called Mark Gronberg about full-size survey sketches and he said he would drop them off. Have you seen those copies yet? Also, attached are the neighbor letter approvals if you haven't seen them yet. That should be the remaining items we owed you for the permit, please confirm. Thank you, -Nate Jurmu HENDEL HOMES Building Highly Detailed I�e.ridence.r d�'Kenovatian.r 15250 Wayzata Blvd Wayzata,MN 55391 952.404.7204—Office 952.404.7205—Fax 612.616.2252—Cell Nate o,HendelHomes.com www.HendelHomes.com 3 STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction a. Length(ft.)= �v� Number of bedrooms= 5 �Wood/Frame i b.Width(ft.)= � Number of garage stalls: ❑ Masonry Areas in sauare feet Attached = 3 ❑ Metal c. Basement= �,1 Hg Detached =� ❑ Pole Bldg. d. 15f Story = 1 y O ❑ ICF ❑ On-site Prefab e.2"d Story= 1 i� ❑ Off-site Prefab f. 'h Story = g.Total Area— (f��0 ❑ Other(please specify): REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable � ❑ Permit A lication ❑ Pro osed Buildin Plans 0" ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form � ❑ Surve meetin all re uirements � Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s � �d' Se tic S stem Site Evaluation Report � � S '�c{.rp�rr., (4n,, �„�s'�td;� p c..o�r ❑ [� Access Permit ❑ Y Wetland Buffer Im rovement Plan � En ineered Plans for Retainin Walls 4 feet or above � ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee � ❑ Application Escrow&Agreement � ❑ 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 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 femporary 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: Date: �/��3 Owner's Signature: � �_.�� Date: ��3 , . � 2013 Standardized Concrete Foundation Drawins�s Scope of Work: These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring,water-proofing, insulation,flashing,control and construction joints,and all other non- structural requirements are to be by others in accorda�ce with the Code and standard industry practice. These drawings are valid until the end of 2013. The drawings are to only be used by the contractor noted below or his authorized sub-contractors/clients. These drawings are to be provided to the building inspection department as part of the permit package. Index• S1 -Scope, Index,and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detail Materials: Reinforcing Steel: Grade 40(40 ksi)for#4 and smaller bars Grade 60(60 ksi)for#5 bars and larger , Rebar Substitution Notes: 1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6,#5's may be used in lieu of#6's at two-thirds of the noted spacing. Concrete: Mix design is to be prepared by the concrete supplier to meet the projecYs requirements Minimum 28 day compressive strength of 3000 psi Backfill Soil: Sand-30 psf/ft effective lateral pressure Sandy Clay(SC)-45 psf/ft effective lateral pressure Clay-60 psf/ft effecUve lateral pressure I hereby certify that this plan,specification,or Site Address: report was prepared by me or under my direct supervision and that I am a duly license� Stl'eet: professional engineer under the laws of the state of Minnesota. City: -c}_ �; � �_ S �-'"" �� ,., State: MN Zip: Craig Oswell,PE(MN#42341) 12/312012 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ' � Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Scope of Work, Index,and Certification Phone:612-720-4639 Project# 12.100 Fax:612-886-2966 � Client Name: Excel Concrete, inc. www.oswellec.com Client Address: 7363 Norlin Avenue SW,Cokato, MN 55321 Page S1 of S6 eneral Notes: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. Maximum tolerance is 1/2". 2. Maximum wall to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the wall. 3. Place matching hooks around all wall corners and intersections for each horizontal bar. 4. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cover is provided. 5. Bar laps when required are to be at least 32 diameters for grade 40 bars and 48 diameters for grade 60 bars. 6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7. Dowels may be drilled and installed after footing pour unless otherwise noted. Vertical bars may be embedded into footing in place of dowels at the same embedment. Vertical bars and dowels do not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sill plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R319.3 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oii on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"minimum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place. Cold Weather Guidelines: The following information is considered to be general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix desig�which accounts for the conditions expected. Use of extra cement,early-strength concrete,and accelerators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is adviced. 4. Do not add additional water. Using water-reducing admixtures is recommended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground ,snow, or ice. 6. Preheating of rebar is not required,however it is to be free of frost,snow,and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero de rees F. Oswell Engineering and Consulting, L.L.C. 1801 E Hennepin Ave,#201 • Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis, MN 55413 Description: General Notes Phone:612-720-4638 Project# 12.100 Fax:612-886-2966 � Client Name: Excel Concrete, Inc. www.oswellec.com Client Address: 7363 Norlin Avenue SW,Cokato, MN 55321 Page S2 of S6 12/3/2012 t Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step � 6'-0"maximum ste (beam section) �. Optional control joint each end of � beam section by others � „/ �. (2)bundled#4 horizontal bars top , _.�,-- &bottom w/3"min clearance extended at least 24"minimum � � beyond each end of beam section � I I ; Maximum applied actual � �,; I load=4000 plf uniform or I �E.': , - 6"minimum thick cast-in-place 12,000 pound � �` E�"�' concrete foundation wall � concentrated � `~' I I � HIGH FOOTING I 1 •--------� j� �� -- High footing should be placed at 1- � ��--�...�... � to-1 (45 degree)line,if footing is �� closer to step than this line,place LOW FOOTING �� rebar as if it was at this line as ;� � � shown FOOTING STEP DETAIL Oswell Enginee�ing and Consulting,L.L.C. 1901 E Hennepin Ave,#201 • Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Step Footing Detail Phone:612-720-4638 Project# 12.100 Fax:612-88&2966 Client Name: Excel Concrete,Inc. www.oswellec.com Client Address: 7363 Norlin Avenue SW,Cokato,MN 55321 Page S3 of S6 12/3/2012 Wall framing by others . f Sill plate by others wl 1/2" �'" , .-�`"l• diameter anchor bolts wl 7" � ' ..-f` minimum embed&standard _ _.... washers @ 72"o.c.max or equivalent metal strap anchors �_�.... ... ........ . .. .. .•--• Maximum stem height is 12" (width to match sill plate) 6"Min 6"minimum thick cast-in- -.� �.,�,,,_ place concrete wall w/ '`' optional slab ledge �'�'-�""� -- (1)#4 continuous horizontal bar w/in 18"of top of wall ,; Provide frost protection per '� Code #4 x 2'-0"long dowels @ 72" o.c.max w/5"minimum embed (dowels are not required if wall . 8"minimum thick is backfilled in equal �.�'`j unreinforced concrete strip alternating lifts not exceeding f,,,-�� footing,required width to be 24"in height) / determined per Code by ,,.d` Others WALKOUT/ SLAB-ON-GRADE FROST WALL DETAIL Note: Maximum unbalanced fill height may be up to 36"provided the wall is at least 8"thick Oswell Enginee�ing and Consulting,L.L.C. 1901 E Hen�epi�Ave,#201 • Project Name: 2013 Standardized Concrete Foundation Drawings Mi�neapolis,MN 55413 Description: Frost Wall Detail Phone:612-720-4839 Project# 12.100 Fax:612$86-2966 Client Name: Excel Concrete,Inc. www.oswellec.com Client Address: 7363 Norlin Avenue SW,Cokato,MN 55321 Page S4 of S6 12/3/2012 Sill plate by others w/112" Wall framing by others diameter anchor bolts w/7" .. minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors �-.w ''6"Min 6"minimum thick cast-in-Y•---__,,, lace concrete lookout �"""` p ._ __ (1�4 continuous horizontal wall X� � bar w/in 18"of top of wall ca E; �' � ,,,�Footing elevaUon may vary " below slab,provide frost protection per Code #4 x 2'-0"long centered dowels w/5"minimum '' 8"thick x 18"wide minimum embed wet set or epoxy unreinforced concrete strip grouted in place ,, ' _..�``�f footing(16"wide minimum for maximum unbalanced 6"wall spacing: grade of 2'-6"or less),larger 36"o.c.max for sand, footing width may be 30"o.c.max for SC,& required fo�specific soil 24"o.c.max for clay bearing conditions to be determined per Code by 8"+wall s�acins�: others as��o.c.max for sand, LOOKOUT WALL DETAIL 42"o.c.max for SC,& 36"o.c.max for clay Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,�201 - Project Name: 2013 Standardized Concrete Foundation Drawings Minneapolis,MN 55413 Description: Lookout Wall Detail Phone:612-720-4639 Project# 12.100 Fax:g�2"886"29gg Client Name: Excel Concrete,Inc. www.oswellec.com Client Address: 7363 Norlin Avenue SW,Cokato,MN 55321 Page S5 of S6 12/3/2012 � - -- > ------�---------• . .. . a. . - ° � I 12/3/2012 ' , .�., ,., ;�� ,� � v,� ,� 'ti I +� - �,..�..�..� � , � . • �� ,.,' � �p Bunkers & Associates LLC a structura engineers 6687 Forest Street Farmington, MN 55024 651.366.2853 Date: May 17,2013 To: Windmiller Design Studio 245 Ridgeview Dr. Wayzata, MN Attn: Max Windmiller From: Eric Bunkers Project: Hedeen Residence 360 North Arm Ln. Orono, MN 55364 Proj. No: 13125 Subject: Proposed Remodeling Dear Max: As requested, we designed new structural foundations for the above referenced project. We have designed the new foundations using roof and floor dead loads, a snow load of 35 psf, and a 40 psf floor live load in accordance with the Minnesota State Building Code. Our work only includes designing the new foundations as shown at the above reference project and is based on drawings provided by you and from our conversations. Attached are sheets A1.0,A1.1, and A3.0—A3.2 with annotated framing notes, schedules, and detail sketches showing the new foundations and connections at the house. All framing and foundations 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). Please see the structural notes for material strengths, general construction notes, and soil bearing references. When installed as indicated above, the 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 � 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 Professionai Engineer under the laws of the state of Minnesota. �—�--G Eric M.Bunkers Date:Mav 17,2013 Reg.No.26490 � . r. t � S • . . r ` � ', � ` ��E�;F � ��.��:� ,� • ' STRUCTURAL NOTES Unless noted otherwise on the plans and/or in the details,these notes shall apply. If there are discrepancies between the plans/details and these notes,the contractor shall conform to the more stringent requirements, unless clarified with the Structural Engineer prior to work. MATERIAL STRENGTHS Structural Steel W and WT shapes—ASTM A992, Fy=50 ksi Misc. structural steel—ASTM A36, Fy=36 ksi Structural Steel Fasteners Anchor rods—ASTM F1554, Gr. 36, Fy=36 ksi Threaded rods—ASTM A36, Fy= 36 ksi Reinforcing Steel Deformed Bars—ASTM A615, Gr. 60, Fy=60 ksi Fabric—ASTM A185, Fy= 70 ksi Concrete f'c=compressive strength in 28 days 4,000 psi unless noted otherwise 3,000 psi for footings DESIGN LOADS Roof Dead load 17 psf(7 psf top chord + 10 psf bottom chord) Snow load Roof snow load =35 psf Floors Dead load 20 psf(10 psf top chord + 10 psf bottom chord) Live loads 40 psf Wind 90 mph (3 second gust) Exposure B, I = 1.0 TEMPORARY BRACING Contractor is responsible for bracing, without overstressing, all structural elements as required at all stages of construction until completion of this project. Provide temporary lateral support for all walls until walls are adequately braced by permanent structure. Shore foundation walls retaining earth until floor framing and basement slab are in place. Use caution when operating equipment adjacent to foundation walls. GENERAL SOIL NOTES The structure has been designed using a presumptive load-bearing value of 2000 psf in accordance with Table R401.4.1 of the 2006 IRC on virgin soil or compacted granular fill for footings. A qualified geotechnical engineer shall confirm the assumed allowable soil bearing pressure in a geotechnical report, and the site shall be prepared in accordance. Any discrepancies in the assumed allowable soil bearing pressure shall be reported immediately. Remove all top soil, uncompacted fill, or other poor soil from the construction area. Slope the site to drain away from the building. Install gutters and downspouts with long extensions. Install drain tile. Backfill with granular soils. FOOTINGS/FOUNDATIONS All footings are to be formed. All stumps, roots and debris must be removed from the soil to a depth of at least 12" below the surface of the ground in the area occupied by the building. Footings shall be placed on virgin soil or compacted granular fill. Wall footings are cast-in-place concrete with continuous reinforcing placed 3"clear of bottom and 2"clear at top and sides. Wall footings are centered under walls and column footings under columns. Wall footings shall be a minimum of 10" thick with a 4" projection each side of wall. Reinforce with 2 -#4 continuous bottom bars. Column footings shall be a minimum of 12" thick, with plan dimensions as shown on drawing. Reinforce with#4 bottom bars at 8"o.c. each way. Provide 30 bar diameter lap at splices and full crossing lap at corners and intersections. Tie all reinforcing in place. Set footing reinforcing on chairs or masonry brick to obtain 3"clearance from bottom of footing. Maintain minimum frost depth of 42"for all exterior footings. Top of footing shall be placed 8" below the top of slabs on grade, or placed to maintain frost depth, whichever is deeper. Step footings in a uniform manner using a 2:1 horizontal to vertical slope. Cast dowels in footing for foundation walls above. Dowels shall be the same quantity, size, and spacing as the vertical wall reinforcing. Dowels shall be 30" long and extend to 3"clear of bottom of footing. Contractor shall be responsible for implementing hot weather concrete requirements per ACI 305 and cold weather concrete requirements per ACI 306. Shore all foundation walls appropriately before backfilling and compacting. Where foundation walls support unbalanced load on opposite sides of the building, such as a daylight basement, the rim board shall be attached to the sill with a 20 gage metal angle clip at 24" o.c., with five 8d nails per leg, or a connector supplying 230 pounds per lineal foot capacity. Foundations supporting wood shall extend at least 6"above the adjacent finished grade. At foundation endwalls, provide perpendicular full-height blocking at 24"o.c. in the first three joist spaces. Glue and nail to joists and subfloor. Attach to sill plate with 2- USP MP5 clips or equal. The contractor shall verify the location of all existing underground utilities and tanks prior to beginning excavation. The contractor shall follow Figure R403.1.7.1 for foundation clearances to slopes unless indicated otherwise by the soils engineer. CONCRETE Provide ready-mixed concrete per ASTM C94. Portland cement shall be ASTM C150, Type I. Use only one brand of cement throughout the work. Provide concrete aggregates meeting the requirements of ASTM C33. Maximum aggregate size shall be 3/4"for grade beams and slabs. Water shall be clean, free of deleterious amounts of acids, alkalis, or organic materials, and shall be considered potable. Provide admixtures to reduce water content, provide air-entrainment, or alter the quality of the concrete to meet the job conditions. Reinforce poured concrete walls with#4 at 12"o.c. horizontally and#4 at 12"o.c. vertically each face unless noted. Place reinforcing 2"clear to outside face and 1"clear to inside face of concrete wall. Provide#4 x 4'-0"long(equal legs) horizontal reinforcing corner bars at 12"o.c. at outside corner of wall and 3-#4 vertical support bars. All wall openings larger than 12"shall have 2-#5 at all sides extending 2'-0"beyond each edge of opening with 2 -#5 x 4'-0"diagonal bars at each corner of opening. Wall reinforcing shall be continuous through columns and pilasters. Provide full development and splice lengths per Concrete Reinforcing Steel Institute(CRSI)or ACI 318 requirements. All concrete exposed to weather,freeze-thaw conditions or de-icing chemicals shall contain 5%-7% entrained air. Slump shall be determined by ASTM C143 as follows: Footings 3"-4" Walls, columns 3"-5" Slabs on grade 3"-4" Structural slabs, beams 3"-4" Concrete shall not be laid when the temperature of the outside air is below 40 degrees Fahrenheit, unless approved methods are used during construction to prevent damage to the concrete. All materials used and surfaces built upon shall be free of snow and ice. Wood beams pocketed into concrete shall be provided with a 1/2"air space on top, end, and sides unless treated wood or steel plates are used. Concrete shall not bear permanently on wood members. SLABS ON GRADE All slabs on grade shall be reinforced with either WWF6x6-W1.4 x W1.4 in center of slab or polypropylene fiber reinforcement. Slabs on grade adjacent to foundation walls retaining earth shall be a minimum of 3 1/2"thick. Construction and/or control joints shall occur at a maximum of 10'-0" o.c. at exterior slabs on grade, and at a maximum of 16'-0"o.c. at interior slabs on grade. Construction and/or control joints shall be laid out in a rectangular pattern with long to short side ratio less than or equal to 1.5 and with no re-entrant corners. Control joints for slabs on grade shall be saw cut as soon as concrete can accept it without raveling Do not cut structural slabs or topping slabs. All control/construction joints shall be continuous and not staggered or offset. Control joints shall be cleaned and sealed for curing purposes as soon as possible. Verify floor finishes and control/construction joint locations with owner and architect. STRUCTURAL STEEL All structural steel shall be designed, fabricated, and erected according to the specifications of the American Institute of Steel Construction(A.I.S.C.)Latest Adoption. Structural steel supplier shall supply all cap plates, bearing assemblies, base plates, stiffeners, splices, and connections, and shall design same unless noted on drawings. All welding shall be done by the shielded arc process using E70 electrodes in accordance with the rules of the American Welding Society(A.W.S.)Structural Welding Code, Latest Adoption. All welders shall be certified by the rules of the American Welding Society. Tighten anchor bolts and grout column base plates before installing steel beams. Provide complete detailed shop drawings to the contractor for review and approval prior to fabrication. ADHESIVE/EXPANSION ANCHORS Adhesive and expansion anchors shall be provided and installed in strict accordance with the manufacturer's instructions. Adhesive anchoring system to be Simpson SET adhesive. Concrete screws shall be Simpson Titen. Alternate anchoring system may be submitted for approval. "Fast Set epoxy" is not permitted. Reference drawings for additional information and requirements. � AT TIME (/ CITY OF ORONO CALLED IN J � INSPECTION NOTICE SCHEDULED — � 3 07: �D PERMIT NOaD/.3�DO�� COMPLETED ADDRESS �� /U�''� ��1 �� OWNER TELEPHONE NO.IOIZ Z109 ✓��'�� CONTRACTOR � DESCRIPTION DD7�/i2 � � ❑ FOOTING ❑ PLUMBI 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 � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � (� '�'��'`� �� ,..�T' 0 �. � 0 � Q � � o�� - 1� Q,�A-� �b e,.��1�'c— 'y' /�� (�t�c1 -E— S � �t C � �4 ��/� - W � � GW�u wORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE �r ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR W4LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED C INSPECTION REQUiRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� Owner/Contractor on site: Inspector. �„ � ` White Copyllnspector's File Canary CopylSite Notice � DA TIME v CITIr OF ORONO CAIIED IN S' INSPECTION NOTICE 3-� SCHEDULED ' — � �� PERMIT NOP2d�� / COMPLETED ADDRESS `3� ��/� /��"� �� OWNER TELEPHONE NO. �l Z 9g� Z��7 CONTRACTOR >; DESCRIPTION OL�2�� '�=�'`-c-�' � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � r, rtiQ.�./ ,/j -� � f+eG� W� � � � � N �A�-G �Q � W � , � �- Q z u � i W � W � � ��M6RK-SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 tor the next inspection 24 hours in advance. (952� 249-460� Owner/Contractor on site: r Inspector. White Copyllnspector's File Canary Copy/Site Notice ��1 ��''� s�ATE TIME ✓ CITY OF ORONO '� CALLED IN �� G �" INSPECTION NOTICE U�CHEDULED � T . �� PERMIT NO. '�/" �; /� ��ST/cOMPLETED ADDRESS .�L�=�C'� /�? � �"Tl'y�� L--�l-�—�� OWNER TELEPHONE NO.�� `/�L/(�7 CONTRACTOR � �'�'X�� ' - S � DESCRIPTION + � CZ%�I/��.�Z'..rZZ(.) J�� ❑ FOOTiNG ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM1EfLANDS y ❑ 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 = O DEMO-FINAL ❑ SEPTICf INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEP I FINAL ❑ FOUNbATION/REMOVAL 2 OWNER/CONTRACTOR TO M YES_NO �_ ) � COMMENTS:_� �"""C:��/'�1C'� .l`�I� � ��"� a c LL�� L� � O �� ' � � -' C��'�� O � W � Q � 2 W � W � J O W �VORK SATISFACTOFY:PROCEED ❑ PROJECT COMPLEfE W ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContracto�o�site: � Inspector. �_� White Copyllnspector's File Canary CopylSfte Notice DA E TIME ✓ CITY OF ORONO C LED IN ��'l� INSPECTION TI E SCHEDULED !� �� PERMIT NO.��l� OD��j COMPLETED �� " " ADDRESS `3�� • ��m �� OWNER T NE NO. ��z 9Q� Z��7 CONTRACTOR — � � DESCRIPTION ��G2� � �� d �y� �uD�/ � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL O MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ 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 c�., COMMENTS: � W a � J O >. � O � W � Q � 2 W � W � � d � WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETl1RN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnedContract site: Inspec . White Copyllnspector's File Canary Copy/Site Notice � � DATE TIME v CITIf OF ORON ci►�o /Z/D'I3 INSPECTION NOTICE SCHEDULED l��j �: �L PERMIT NO.�D/�-�� COMP ETED t �, ADDRESS � � OWNER T PHONE NO. �a �'0��7 CONTRACTOR � Q.I'C� � DESCRIPTION —�� ❑ FOOTING ❑ PLUMBING FIN ❑ EXCAV/GRADING/FIWNG y ❑ POURED WALL ❑ MECHANICAL I ❑ LAKESHORFJWEfLANDS Q � FRAMING ❑ MECHANICAL FIN ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q � RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ CpMp�� J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERlCONTRACTOR TO MEET Y�OU:_YES_NO y COMMENTS: 'S � a ��/l m � � o��s�S o '— '7'Y�J`�' C..v/�-'rL � �� o � 2 � 0 W � Q � 2 � w � � � a W� ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W .�ORRECT WORK$PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECTYYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS. ❑pHOTOTAKEN INSPECTOR YVILL REfURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext ins ion 24 hours in advance. (952) 249-460� OwnerlContra e: Inspec . hite CopyAnspecfor's File Canary CopylSite Notke ,�+ DAT � ��I�j 1./ CITY OF ORONO CALLED IN -'� y� �`-4� INSPECTIO T E SCHEDULED '3✓-� �— PERMIT NO. •�� COMPLETED ADDRESS � v'r`� OWNER TELEPHONE NO. "�� 1� CONTRACTOR S � DESCRIPTION r�- � O FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG a ❑ POURED WALL ❑ MECHANICAL RI � LAKESHORE/WETLANDS vs ❑ FRAM G ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ IN LATION ❑ WppD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ ADON SLAB O WATER HOOK-UP ❑ PROGRESS � FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ EMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL 2 OWNERICONTRACiOR TO M Yip _Y _ / c�.� COMMENTS: / � � � � 'o �' � !J �. � � o i W � Q � 2 � W a � a � ❑ RKSATISFACTOR1h PROCEED ❑PROJECT COMPLEfE W CORRECT WORK 8 PROCEED ❑ISSUE CERT�FICATE OF OCCUPANCY O RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 9-4600 OwnedContractor on site: Inspector. Whits Copyllnspector's File Canary CopylSite Notke � �T � TIME � CITY OF ORONO CALLED IN � INSPECTION NOTICE `� SCHEDULED - ' PERMIT NO.n2�1-3—D�JTI COMPLETED ADDRESS �� /�d�''�f �1'!yl OWNER TELEPHONE NO.�� ?� CONTRACTOR _�� z�-'' � � DESCRIPTION /��`�� `� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING O ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETIANDS O FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q O RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � �FINAL ❑ SEWER HOOK-UP O COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL O FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET 11�U:_YES_NO ti COMMENTS: � • � 6r r� ' e v t2e:� j o , , � - -� �it�t�S� t'�r r uewu.y Wo �j ,��`, . —��L� ,��•a7�'I �t��sc.rs/issc � Prdl/l�G �rf'�4�O ri'� �'G i-_� •� � � Wa �`l , • /?�./d�t:� cc�.� l�S�cs a�� r�e/�. � � a W� O WORKSATISFACTOFlY:PROCEED ❑PROJECT COMPLEfE W ❑CORRECT INORK 3 PROCEED �SUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITiON WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Ca��for inspection�u�advance. (952) 249-4600 ator on site: Inspector: White Copylinspector's Flle Canary CopylSite Notiee DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _�,_� '' 7�� PERMIT NO. COMPLETED . �j � ADDRESS ��% �UC�� /l��1 �)��l �_I�'y'/�'`'-'�-- OWNER T�L�PHONE NO. - � i/� CONTRACTOR �� v 1 Z t:_J� >; DESCRIPTION C, �` � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAI Rl ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE "�TE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP �❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SfTE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O 'n � �' V � � O � W � Q � 2 W � W � � � . d � ❑WORK SATISFACTORY:PROCEED RO CT COMPLETE W ❑CORRECT WORK&PROCEED SUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR W4LL REfURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 ho rs in advance. � 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice . : � • � • • • • 1 • � emo To: Finance Department � From: Christine Mattson, Planning Assistant CC: Street File Date: July 28, 2014 G/L: 101-22205 Re: Escrow Refund Bldg Permit#2013-00541 &2013-00546/360 North Arm Lane Building Permit Application numbers 2013-00541 &2013-00546 pertaining to 360 North Arm Lane are complete. Please refund $2,500 to the applicant, Brian&Emily Heeden. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Brian &Emily Heeden 360 North Arm Lane Mound, MN 55364 w:�street files�north artn Iane�360�scrow refund memo 2013-00541 &2013-00546.daac , � BUILDING PERMIT ESCROW AGREEMENT Orono Buiiding Permit#2013-00541 and Orono Demolition Permit#2013-00546 J AGREEMENT made this ��" day of v�1 , 2013, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") Brian & Emil Heeden ("Owners"). Recitals 1. A demolition permit application and building permit application has been filed for a demolition and construction of a new single family home located at 360 North Arm Lane the ("Subject Property"), legally described as Lot 2, Block 1, North Arm Estates Fourth Addition, 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�s 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 demolition permit #2013-00546 and building permit . #2013-00541 if compliance with the approved building pertnit 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 retumed 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• ITY OF ORONO OWNER: � By: � V�J.V v`� � _..--� Its:�' UdU' ��V ► V J Ci�ty �f Orono 2750 Kelley Park�ay �rono MN `,,5.�' 95�-249-464t1 Receipt No: 3,009199 Jul 2. c^013 Brian Hedeen Pl"QV20U5 $a�c1pCB; ,�� Q21"9l1t5 2U13-{�U606 3b0 Narth Ara� c,7GG.OG Ln iai-�2os Deferred Rev-Developer De�5it Total� --------------- 2,SOQ.UO Check =_--_=---��__ Checic Na: 2737 c,50U.00 Gayor: &rian Hedeen To�al Applied: 2��,� ----------.00 Change Tendered: OiOf�/c^G3}3 {k':57PM � � CITY OF ORONO * Z 0 1 3 - 0 0 6 0 6 * 2750 KELLEY PARKWAY DATE ISSUED: 07/02/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 360 NORTH ARM LA PIN : 06-117-23-24-0012 LEGAL DESC : NORTH ARM ESTATES 4TH ADDN : LOT 002 BLOCK 001 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: TIED TO BUILDING PERMIT 2013-00541 TIED TO DEMO PERMIT 2013-00546 APPLICANT ESCROW FEE-BUILDING 2,500.00 HENDEL HOMES TOTAL 2,500.00 15250 WAYZATA BLVD. SUITE 108 WAYZATA,MN 55391- (612)998-2167 Minnesota State License#:BC 192308 OWNER HEDEEN,BRIAN&EMILY 360 NORTH ARM LA MOUND,MN 55364 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 after 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 Issue y nature ate SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED AB V . � Permit � o � � �� PIN � o�„ � �« � �� ► '� ❑ ----� � ...0 a r:� _ _ Permit#: 2013-00541 �` �ain P��N �4cfdra�� Permit Address: 3� North Arrn La r� � Paroel Issue r Pernrit Issue General� Fees Inspections(12} � Notes � Applicant Detail� CO Detail � Seq tnspectian Type Inspector Date Status H Fee Rec � 1 Radon Prevention Inspection � 2 Footing WGIB 818/2013 P Y 0 � 3 Poured Wall WGIB 8/15/2013 P Y 0 s ' � 4 Foundation Survey B/4 Framing CPv1AT 12I2/2013 P 0 � 5 Framing WGIB 12/3/20�3 P 0 � 6 Insulation L01�1A 12J13J2013 P 0 • 7 Escrow Refund Requested • 8 Escrow ReTunded � 9 Final METD 5130/20i4 P Y 0 � 10 As-Built Survey LOI�tA 619/2014 F Y 0 __ : • 1'C As-Built Survey REINSPECTIO L01�1A 6I24/2014 F Y 0 ' / � �. . . � �� ' ' �� ►� I x I DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. LO t3-0054-1 COMPLETED i 2.-2 -i j ADDRESS 3 Now W' Lane. - OWNER TELEPHONE NO. CONTRACTOR n J,,.,,n ( r �: DESCRIPTION �U iktiC nk—i ATS—6,( I+ tu ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • 0 INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS 0 FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑st DEMO-FINAL CISEPTIC INSTALL 0 HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W ' CC 0-- -f- f-raj ►r6pkc. C cc cc W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: j q Inspector. L-> U ` ONO C D" 1-_ White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED J.L' PERMIT NO. ' COMPLETED et ADDRESS ( O NO A(i RA'. OWNER TELEPHONE NO. CONTRACTOR /� {�, k_ \/k3- . DESCRIPTION A, -EU ((-I"' Siif/ in Chnc"' U ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/ ADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q El TREE REMOVAL ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc Q. o �'•r S� e"1 CC .5,--}04A? fie• L o•� LL. 09- / ) 01/o T v e G A1'l�"�� W cc Q W W cc d W ❑WORK SATISFACTORY:PROCEED El PROJECT COMPLETE CCW El CORRECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR D INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contract it • Inspector.---� White C nspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. Lui3 -C'�541 COMPLETED ADDRESS Y(aO /Vd- /I OWNER TELEPHONE NO. CONTRACTOR ,Q�,L,, DESCRIPTION ,4 i 6J' / f , • ❑ FOOTING 0 PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q 0 POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS c/) 0 FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL • LI INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS elZ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE 0 SEPTIC MAINT 0 FOLLOW-UP cC 0 DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL , 0 PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc Q. CC Occ O CCyad_ Wv il\ r scir\GLAtti LU ❑WORK SATISFACTORY:PROCEED ,P RO EJECT COMPLETE 7I i W 0 CORRECT WORK&PROCEED /❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ail C.1 BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN 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 Owner/Contractor Inspector. White Copy spector's File Canary Copy/Site Notice