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Home My WebLink About2011-00106 - detached garage CITY OF ORONO PERMIT NO.: 2011-00106 , , � 2750 KELLEY YARKWAY ORONO, MN 55356- �ATE�SSUE�: 03/22/2011 952 249-4600 FAX: 952 249-4616 RI;PRINTGD ON 4/I/2011 ADDRESS : 3300 FOX ST PIN : OS-117-23-44-0003 LEGAL DESC : REG. LAND SURVEY NO. 1358 : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYNE : GARAGE- DETACHED ACTIVITY : 438-ADDNS OF RES GARAGES&CARPORTS VALUATION : $ 300,000.00 NOTE: SLP�RA"Cl; PGRMI"I�S Rf;QUIR6D: PLUMl3WG,MECHANICAL, SEPTIC, LAWN IRRIGA710N, WELL(S"CA"I�E), ELECTRICAL (S"I'A'f E) ADV PLAN RI�,VIL;W 20 1 1-00 1 05$1466.89 NLW DG"1'ACI IGD GARAGG AND GUEST HOUSE APPLICANT PERMIT FEE SCHEDULE 2,256.75 CHOICE WOOD COMPANY 3300 GORHAM STATE SURCHARGE(VALUATION) 150.00 ST. LOUIS PARK, MN 55426 TOTAL 2,406J5 (612)924-0043 Minnesota State License#: 1532 OWNER TRUBGCK, WILLIAM &JUDITH � 3300 FOX ST � LONG LAI<G, MN 55356- , �`` �,\�� AGREEMENT AND SWORN STATEMENT i� �� Che work for which this pennit is issued shall be performed according to thc approved plans and specifications,applicable City approvals,and the �. �� State I3uildin�Code. This permit is for only the work described and does �' not grant permission for additional or rclated work which requires separate ,� pennits. All provisions of laws and ordinanees governing this type of��ork shall be compied with whether or not specif ied hercin.This permit will expire and become null and void if constructiun aulhorired is not commcnced within 180 days of thc datc of issuancc,or if construction is suspended for a period of 180 days at any time alter work has commenced. ��,' The applicant is'responsible for assuring all rcquired inspections are �� requested in conformance with the State I3uilding Code.This permit may be revoked at any time for due cause. / / / / Applicant Permitcc Signaturc Date fssued L3y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. ` � CITY OF ORONO PERMIT NO.: 2011-00106 , � � ' 2750 KELLEY PARKWAY ORONO, MN 55356- �ATE �ssuEn: 03/22/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 3300 FOX ST PIN : OS-117-23-44-0003 LEGAL DESC : REG. LAND SURVEY NO. U58 : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RES[DENTIAL CONSTRUCTION TYPE : GARAGE- DETACHED ACTIVITY : 438-ADDNS OF RES GARAGES&CARPORTS VALUATION : $ 300,000.00 NOTG: SGPARATE PERMI'CS RGQU[RGD: PLUM131NG,MGCHAN[CAL, SEP��IC,LAWN IRRIGATION, WELL(S"I'ATE). ELECTRICAL (STA"1'I:) ADV PLAN RBVIGW 2011-00105$1466.89 NEW DLTACHED GARAGI:AND GUGST I IOUSE APPLICANT PERMIT FEE SCHEDULE 2,256.75 CHOICE WOOD COMPANY STATE SURCHARGE(VALUATION) 150.00 3300 GORHAM ST. LOUIS PARK, MN 55426 TOTAL 2,406.75 (612)924-0043 Minnesota State License#: 1532 OWNER TRUBECK, WILLIAM &JUDITH 3300 FOX ST LONG LAKE, MN �5356- AGREEMENT AND SWORN STATEMENT "I'hc work for which this permit is issued shall bc performcd according to the approved plans and specifications,applicablc Ciry approvals,and the State E3uilding Code. This permit is for only the work described and does not grant permission for additional or related work which rcquires 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[ime atter��ork has commenced. The applicant is responsible ibr assuring all requircd inspections are requested in conformance with the State Ruilding Code.This permit may be revoked at any time for due cause. � i 22 i I l � � � npplicant Permi�� Datc Iss�c 3y Signature Date SE RA"rE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. , City of Orono Building Permit Application ,�d � � 7� for New Structures or Additions � Mailing Address: Permit number: oZO�I IJ�/D� �j,0,�.� PO Box 66 ' O O� Crystal Bay, MN 55323-0066 � r, ;` Date received: a /S !l `�.° ��. �� i � I`..' ° I �,,� � � �. � �, �� Received by: a ,� �, I StreetAddress:' I � ,� � :,�,�-� �, � J, ` '4, ,F, � �9_ �� 2750 Kelley Parkway v Plan review fee: p2Dl/��D�� y�� `�kEsxo4`'� Orono, MN 55356 �� g �-_- _=' Total Fee: � 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. (Please print) GENERAL INFORMATION: Job Site Address: ��C�'C- Ft,; S �r 'f' 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 w�ll be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION• Name: � � �:. State License# Expiration Date: �Z� Phone: ' � � ' �3 office �'_ - cell Mailing Address3 Cit :' ZIP: � , Contact Person: Applicant is: �ontracto / Homeowner (Circle One) Email and/or Fax: c� ` PROPERTY OWNERt INFORMATION: Name: l.V'`c��c�.,.-� l ru��l� Phone (day): `�SZ�. �t�3 ' ,�l'�.� lvk��Z Address: 3"3UC: �o� S-}-- City: �cv��, ��c.� ZIP: SS '�S� Email and/or Fax �j��..= 4�`�, � Z� �"��j —� ARCHITECT/ ENGINEER INFORMATION: Name: � � M ��i�� _ Phone (day): `�' L 2 �'�''�3 Address: y� 330�. (x�ti�.�.. �I'P� City:S�-L,;,;,;5 pc..�I�ZIP: ��Z {G�— Email and/or Fax: � ' 2 rc, c,; �S� . C �^^ : PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8� � Water Supply ❑ New Construction ❑ Single Family with ❑ Residence ❑Addition attached garage �Garage/Accessory Bldg. ❑ Public Sewer ,0'Accessory Building ❑ Single Family with ❑ Deck Q`Relocation detached garage ❑ Office/Commercial rivate Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review& permits. ❑ Industrial �rivate Well Minnehaha Creek Watershed District(MCWD) �Othe�: (speCify) 18202 Minnetonka Blvd Deephaven,MN 55391 / �� Phone: 952-471-0590 (.-/�'�'f'5��"�� Fax: 952-471-0682 �u`c��C www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �f�, ; , Last Updated: 12/21/2010 - 19 - STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction 1� ' � a. Length (ft.)= �:�L �—� � Number of bedrooms= �Wood/Frame �f i � i� Masonry b.Width (ft.)= `t� �— ( �`�' Number of garage stalls: ❑ Metal Attached = � ❑ Pole Bldg. Areas in square feet Detached = ❑ ICF ,,__ ❑ On-site Prefab c. Basement= v ❑ Off-site Prefab d. 1s1 Story = � � � ❑ Other(please specify): e. 2"d StOry= -TS� f. '/z Story = g.Total Area= 7"�� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Ap licable ❑ ❑ Permit lication ❑ ❑ Pro osed Buildin Plans ❑ !7 MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s ❑ ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other APPLICANT 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 sc, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • 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. r `. ApplicanYs Signature: � Date: �� ,� � / .� Last Updated: 12/21/2010 -20 - __ _ � � Pian Review Checklist for New S�ructures / Additions Address/ PID / LegaL �� /�; � '-� �� - '�- �� :`- �-- ��r � ;�;. F Description of work: f�� i��4� ��i�/t�� ,�'� �� ' , Septic review by: � ....��;.,e'"" Date Approved: ,�~° � � � �-�E� Zoning review by: ( � Date Approved:__ �'�'"�� ( � uilding review by: Dat� Approved: � ' � � �� rading review by: � ( � ?��. Date A raved: ��- ! 1 .y-t�' . pP Zoning File#: Resolution #: Resolution Date: d ' Zonin District Fire �e artment Po�t Office School District ,�.; � i ". � s Zoning: Lot Area �� SF C� ' Width: ;�PJ°c� �-�' Depth: '�"�� Survey Submitted: �Yes Q No Date of Survey: Pro osed Setb ks: Front Lakej Rear( tre ( N S E 1�f } ( N S E �N j Other Buildings 1h��tland Si� Side L�-�� ''�� t t'�(}° P� Building Defined Height: �/� Building Peak Height: �� #of Stories Ok?:�'ES , FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING OIV A SLAB FOUNDATION: . START WITH the distance between the basement flooN crawl START the distance between the slab and the highest space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof, the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round � uppermost point on a round or other arch-type or other arch-t e roof roof SUBTRACT half the distance between the highest window and SU�TRACT half the distance between the highest window hi hest roof eak of a itched roof '� �� and hi hest roof eak of a itched roof SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest space floor and the highest existing grade within existin rade within the foundation the foundation or 10 feet, whichever is less. E ALS Defined buildin hei ht EQUALS Defined buildin hei ht �" � Lot Coverage: �B� SF % Shoreland District MCVND Permit Received Avera e Lakeshore Setback BlufF �� ' � Yes C] No � N/A � Yes o , Yes 0 No O Yes � No �J N/A Permit Number: Setback: liardcover Zones Existin Pro osed �faro�r�ce Re uired Q`UP Re uired 0-75' � � Yes o Yes � No 75-250' � Type(s): Type(s): 250-500' ��=`��5�� f/��"� �L� soa�000° ��.�� g ��,��'�� REMARKS (in-house): Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Char ed YES NO i Perrnit �' , Plan Review � � State Surcharge f�° Investigation Fee � SAC—Number of SAC Units � � Sewer Connection Water Connection Park Fee Site Inspection Other(specify) Miscellaneous Fees Calculated By: S uare Foota e $ er S uare Foota e Basement X = $ 1St Floor X = $ 2nd FIOo� X = $ Garage X = $ Estimated Construction Value: $ _ �Q+ ��o `� i, Orono Inspections Required Work Requiring Separate Permits Required State Permits � 0 Site Plumbing � Grading / Filling �Well � Hardcover Removal Mechanical � Fire �Electrical �f Footing Septic � Water Connection 0 Poured Wall � Fireplace �ewer Connection ounciation Survey � Masonry Lawn Irrigation ! � Radon Rock Bed 0 Mfg. ` �Framing C7 Other(specify) �I, sulation s-Built Survey �t Final � Other (specify) REMARKS (rn-house): Other Review: Reviewed by: Date Approved: � Access:Existing: 0 YES 0 NO New: � YES � NO REMARKS (TO BE IVOTED OI� PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:lforms�plan review checklist.docx i r S-�.._ �� z�.€.?� �-=3"rtkb��:'��"y�a't+" '�'�'}. �� .:��,�..*,uR��w�t��id ��' ��^�s�.�'��°��a� 'a��'4� u 9� �� r•�-�e�,+,.r�>xa;�c.,,.�. ... ...�.�,,_,.... a� "� . _.5,... }�� .urur,�.a .,m�h�,.�.�.� :�aSh�n.w.ac��x�„3. _.,�;.�. W. -rt��,.�. u�a�. � .r � Melanie Curtis From: Amundsen, Darren T [Darren.Amundsen@bonestroo.com� Sent: Thursday, March 03, 2011 9:29 AM To: Melanie Curtis Subject: 3300 Fox Street Wetland Review The rest of the plan is OK, both the site plan for the house plans and the survey plan work. They just should match for their submittal. Let me know if you need a whole new letter. Darren Amundsen, PE Associate Direct 651-604-4894 Cel I 651-775-5623 darren.amundsen@bonestroo.com � Banestroo V�sit ln� ne�v B i e5troc ,,�� -�� SourceONE, our upcoming newsletter. From: Smyth, John R Sent: Wednesday, March 02, 2011 4:56 PM To: Melanie Curtis Cc: Amundsen, Darren T Subject: DTA_MC^3300 Fox Street Wetland Review Melanie, Attached is the memo requested. This should make the builder happy. Let me know if you have questions. John Smyth Associate Direct 651-604-4708 Cel I 651-775-5104 iohn.smyth@bonestroo.com � Banestroo 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com Visit the new Bonestroo.corn to sign-up for SourceONE, our upcoming newsletter. CONFIDENTIALITY NOTICE:This e-mail is confidential and may contain legally privileged information. If you are not the intended recipient,you should not copy. distribute,disclose or use the infonnation it contains.please e-mail the sender immediately and delete this message from your system. Note:e-mails are susceptible to corruption.interception and unauthorized amendment;we do not accept liability for any such changes.or for their consequences.You should be aware that�ve may monitor your e mails and thei�content. 1 Memorandum �Bonestroo 2335 Highway 36 W St.Paul,MN 55113 - — — — -- —_ - — Tel 651-63G4600 To: Melanie Curtis Project: 3300 Fox Street Date: 3/2/11 Fax651-636-1311 From: John Smyth, CWD Client: City of Orono www.bonestroo.com Re: Review for Wetland Code File No.: 139-11000 We have determined that 3300 Fox Street does not have any wetland within their properry and thus will not be subject to the City Wetland Code. The February 24, 2011 letter from our office utilized the wetland inventory map, which provides an estimated wetland boundary. This map indicates a wetland that exists on the properry to the west(3320 Fox Street) extends onto this property. The wetland that exists on 3320 Fox Street was delineated and surveyed in 2006 during the Haugen Residence improvements to their property. The wetland delineation and survey indicate this wetland does not extend onto 3300 Fox Street as indicated by the inventory map. This survey is attached for your records. K:\139\139110000\Communications\Wetland Ordinance Compliance\3300 Fox Street\JS_Melanie^Wetland Review 3300 Fox Street.docx [TNS 06-2010) Page 1 of 1 �� .�,.. 'k. Z a� .: .` ", . n,.. _��n - ', � '- --- - - - � � "-y ' (n c s � � .,�{ — �, - - - i��,� �� 13t)liND�t:-Z`� AV� TOPOGRAPIIIC 5U[zVr�Y I�U}: Fw-. �a - -- �'�� ' �� i WATER STREET HOMES �;`� � �'" ." � ��`� �� OF' LOT 5, I�3LOCK ], H'DLi�I+�RTON E,�'P.171?S �� z � / `-�� ` � N � ti�+,, �� , 7 -.__�p, `: ( �: � IIF•,I�NEPIV COU'V'PY, MINNF:S(>i',? a Z>� �' i�1�� 1�, � •\ ._..'�C�(. ...i.i s I � 4Cs \ '� '1 1 � ' S TBAZA��- � ��/�) i C7 O J ��1,� �C_.._-f-- ..flw \ V , � � T- , �P /� n� '�, w�3 �i'� ,I Y �` � "✓��1�/ � z�� ,, '��1 -� / I p _�i ` �� , �p I 1 �..�..,y ' ; i �� d r'. �+.. ` �.� � N.. ''", _ . _.... ___ ._ _-- _7 V, u ,„�� y-�' a�d�eago�� ... � ��, � I � � �ey I /�i�. 'u�.a � �� ,, �� , .^'i'�'� � a. � --Tz �l _� Y � � � 'ri�"�. ;o_ � � '�_! � � , 4,; � ��"_ �• �� rioroscBncus� � 4�� 1 �' ---_ —_ �_. 40 RO 1G0 �_�o�". 's�-�'� ' �d�r-`�'=� 'I� ,� � t , --- i' �y- �-i '�;E j . . i`/ � „ ��. 'T y i �Cl,LE PJ fCEI � - ' ` �P;� � ..�- �f 1 , ,� � � � f � - ,, k � ��> , ,�a /�� / �', ,,8 I Proposed etev�t o i� . 1 h � io � . . . i a: .' , � . � `. � - - ``�/ � � �� ' 1)Garoge � �'+S t� �� y°� . .- �`yq�� j� ' ' 7) I p f (O��d o i..`� 1��y\/ Y „vF '�/ �4' 1 :N�.�......cni �J�.� - � ��N'.°2 \ � I - `� �mOaGYfi�/� f� � " � i � m,• `,�� ,�c"`�y� -. LOI f.�2E4-3.t0e� ::✓2_ ' . /�'••y � ��,8 I Y � � / �� ; i �g 'i *� ' LtCP. )�CHC IV_1N tF ='?CV'SS: E� � � ' ,\ i � � � � •. L�1 . Ple,<.. F�AlFRi(NJ cSiAIES f ��. `'�,� �* ,: ( \ �£ 1 .'#�"� ��..t �` !' ` {�`., I� . . f '{,� t -�`� �n n- t to- d�� i u � �. . 5 � �.. aP��..�� ,�'4��F g � M Vh E`ps d' ol�an (' suw i d d ;S ar'' - �� `8�- � « �.d� ,��. « � a„ �.�,e�,m�a,a��y o �� ';l; . , ��' '��,D�v'Jq� I er �d e ��, �b��\`b Z2 �' � � 4 k ..)�:j 1 . 1 `�...��. �� ,4 �� i.. m s^n��vE�a��n ��' ��y . +�w,,._. I �~'..�,,�Tf'P x,� tl ...o . .�_ t�.�..ed�A'r ....� ��C cat�m x\��! �i4..�r,b ��/i� ,��, y"`M1� � z ��: 1-(� 'E �..,.�c �:v„ �'� �?;`�-� ' _- — / . . � ; --�- _ .. ,.��s?u; 1��:i i s. 3 .��. i a .... - � 4.��i�.ek�- � �a�,e �� , ;,t � � _ _ __._' 1} Y� I i . � �r.o �• ,4 � ,F � � I �. I � 'r..o - �� f� \ �� d �� `�� `��`� � �i � i1�f,� � � �� Gi� �� ( L�� . 2 �_ � � ,�. � � - -lif.;, �I�� ` i� � i � ^J� iF. 1',. ' 2335 Highway 36 W , � St. Pdul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 www.bonestroo.com February 24, 2011 �' Bonestroo Melanie Curtis Planning and Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re; 3300 Fox Street File No. 000139-11000-2 File No. 2011-00105 Dear Melanie: We have reviewed the plans for a proposed guest house at 3300 Fox Street. The survey is dated 12-2-10 and the site plan is dated 2-10-11. We have the following comments with regards to engineering matters: • There is a Preserve wetland on the property that will receive drainage from the guest house. Wetland buffers are required by city ordinance for this project. Section 78-1601 states that a wetland buffer will need to be established if all of the following three conditions exist: o The portion of the property disturbed by construction or land alteration activity drains to the wetland; and o The amount of grading exceeds 50 cubic yards or the construction activity involves the disturbance of more than 5,000 square feet of area; and o The redevelopment activiry results in a net increase in the square footage of impervious surfaces that drain to the wetland, or results in the relocation of impervious surfaces closer to the wetland, or results in changes to drainage patterns (slopes, meander patterns, etc) that the city engineer determines will increase the velocity or rate of runoff to the wetland. The current plans show that all three of the above conditions are proposed. • The site plan and survey pian are slightly different and should be coordinated to show the intended work on site. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. i , � City of Orono Page 2 ' � 20 1 1-00 105 February 24,201 1 If you have any questions, please call me at (651) 604-4894 or send an email to darren.amundsenCa�bonestroo.com. Sincerely, BONESTROO r�_... '� . i Darren Amundsen Cc: Tom Kellogg Chris Mattson John Smyth 2 �r= �J �_ � •" Ad�ress: -�� 7� -==��. � Date: �/ � �� ( � Prepared by: -� �� HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) -75' 75-250' 250-500' S00-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walls x = S.F. H.Other x = S.F. TOTAL HARDCOVER IN ZONE - O S.F. A TOTAL PROPERTYAREA IN ZONE - ��;3 S.F. B A = B x 100 = � % PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) A. House x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walls x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A = B x100 = % Last Updated: 12/21/2010 - 13- � Address: �� o7t �(�� Date: 7i' t Z�� ( � Prepared by: --� �Vv� � ��'� HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 5-2�� 50� 250-500' 500-1000' EXISTING HARDCOVER IN ZONE A. House x = S.F. Length W idth x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walls x = S.F. H.Other x = S.F. TOTAL HARDCOVER IN ZONE - O S.F. A TOTAL PROPERTY AREA IN ZONE - 1,2,4� S.F. B A = B x 100 = O % PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) A. House x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walls x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A = B x 100 = °/a Last Updated: 12/21/2010 <� F� ,yrc� ,,.�- t -1 � acidress: �� ` �C�n ��"'-.��•�� "'t` Date: Z�" 1 �� f � Prepared by: -.� ��. � �� HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' S00-1000' EXISTING HARDCOVER IN ZONE \ I A. House x = ��4� S.F. I�t�''� Length W idth x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = �1� S.F. x = S.F. D. Sidewalk x = {o� S.F. x = S.F. E. Patio/Deck x = 3��" S.F.�G'�t�+�t-K— x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walis x = �� S.F.�u��"r Q C�r� H. Other �'� f� c> � x �� Gr� = l0U S.F. TOTAL HARDCOVER IN ZONE - �SI �� S.F. A TOTAL PROPERTY AREA IN ZONE - (�� ,3�4 S.F. B A ��j = B � �O x 100 = 1?..43 % PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) A. House x = S.F. Length Width x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Sidewalk x = S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. ofany kind x = S.F. G. Retaining Walls x = S.F. H. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A = B x100 = % Last Updated: 12/21/2010 - 13- : A�c;dress: ��.� �� C'��. ��f�'� '� Date: � t Z�� Prepared by: -� i�^�+. a �� HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' EXISTING HARDCOVER IN ZONE � ��K A. House x = t0 i S.F. Length W idth x = S.F. x = S.F. B. Garage J�•� x Z 4 . O = �3 2-- S.F. C. Driveway x = �( � �� S.F. x = S.F. D. Sidewalk x = �bS S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walls x = S.F. H. Other �G�f�o x = �2� S.F. TOTAL HARDCOVER IN ZONE - � �j ,�}rvS S.F. A TOTAL PROPERTY AREA IN ZONE - �3 , ��S S.F. B ? L� C��, '� � A I � � S = B � , �4� x ioo = �4,�s °ia PROPOSED HARDCOVER IN ZONE (including existing hardcover to be retained) C A. House x = �G / � S.F. Length Width x = S.F. x = S.F. B. Garage x = � ��I S.F. C. Driveway x = � Z, D�l'L S.F. x = S.F. D. Sidewalk x = �1��p S.F. x = S.F. E. Patio/Deck x = S.F. x = S.F. F. Weed control x = S.F. weed barrier x = S.F. of any kind x = S.F. G. Retaining Walls x = S.F. H. Other ��po x = ��i� S.F. TOTAL HARDCOVER IN ZONE - IS�S�� S.F. A TOTAL PROPERTY AREA IN ZONE - 1�7j� 34� S.F. B A = B x100 = Ilo• (o % Last Updated: 12/21/2010 - 13 - .- �•t -- �. �� *';��; ` Ye � �� . � �. A.M. STRUCTURAL ENGINEERING 112 E. MAPLE STREET RIVER FALLS, WI 54022 26 January 2011 Bill Nagel Choice Wood Company 3300 Gorham Avenue St. Louis Park, MN 55426 Re: Structural Review Trubeck Guesthouse Dear Bill: As you requested, I have reviewed the framing for the above referenced project. I am providing you with "red-lined" drawings indicating the minimum structural member sizes to be incorporated into your drawings. I am also providing you with structural notes and one detail for this project. Please call me if you have any questions concerning the above. Sincerely, A.M. Structural Engineering, LLC �� /� / ��--vl` VDavid P. Wagner, P� MN Reg. No. 25420 (Iet1007a) SLABS ON GRADE All slabs on grade, unless otherwise noted, shall be 4" thick with 6x6-W1.4xW1.4 WWF centered in slab. REINFORCED CONCRETE BLOCK WALLS See plans for locations of reinforced wal�s. When one bar is in a single core place in center, unless noted otherwise. When two bars are in a single core, place one near each face. Fill block core at verticai steel with 3,000 p.s.i. grout, rodded or vibrated in place. Do not rod with permanent reinforcing bars. Wall construction shall not exceed heights of 4'-0" before placement of core grout unless cleanout holes are provided at the bottom of each grout lift, then a maximum height of 8'-0" before placement of grout. Vertical steel shall be continuous with a 30 diameter lap in column piers and 40 diameter lap at all other splices unless noted. Provide horizontal joint reinforcing place every 2�d course. No. 9 gage side rods and no. 9 gage cross rods. Hollow unit concrete masonry shall be ASTM C90 grade N. Mortar and grout shall be per ASTM C-270: Type M or S for below grade and exterior masonry, type N for all interior above grade masonry. MASONRY LINTELS All opening in brick faced or brick walls not specifically indicated to have other types of linteis shall have the following: One L3'/2x3'/zx5/16" angle for each nominal 4" of masonry to a maximum span of 5'-0". One L6x3'/2x3/8" angle for each nominal 4" of masonry to a maximum span of 10'- 0". DIMENSION LUMBER Dimension lumber shall be No. 2 hem Fir or equal for joists, beams and headers. Wail studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shali have a full 1'/z" length of bearing at each end unless notes otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shail be framed with "Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16" on center. Exterior walls to have 2x6 studs at 16" on center. Wood joists shall bear the fuli width of supporting members (stud wall, beams, etc.) unless otherwise noted. Wood beams made of 2 or more 2x's shall be bolted together with 3/8" diameter through bolts at 2'-0" on center or equivalent spikes. Sill plates to be bolted to foundation walls with '/z" diameter anchor bolts at 4'-0" on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with one bolt located within 12" of each end of each piece. Nailing to be in accordance with Table 2304.9.1 of the I.B.C. LVL WOOD MEMBERS LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb = 2,600 p.s.i., E = 1,900,000 p.s.i. PSL WOOD MEMBERS PSL members noted on drawings are parallel strand lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb = 2,400 p.s.i., E = 1,800,000 p.s.i. .. . WOOD ROOF TRUSSES Lumber for wood roof trusses shall be in accordance with the manufacturer's recommendations. Trusses shall be designed for a top chord superimposed load of 45 p.s.f. and a bottom chord load of 10 p.s.f. or as listed on the drawings. Submit certified calculations with shop drawings. Spacing of roof trusses shall not exceed 24" on center. Truss configuration, pitch, overhang, etc. shall be indicated on the architectural drawings. Provide girder trusses, hip jacks, step-down trusses as required and designed to support all superimposed loads. Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting member. Bridging, and bracing of truss compression members, shall be installed in accordance with the truss manufacturer's design and directions. No field modifications will be allowed without the written approval of the truss manufacturer. Truss manufacturer shall provide metal hangers where necessary. WOOD FLOOR TRUSSES Lumber for wood floor trusses shall in accordance with the manufacturer's recommendations. Floor trusses shaii be designed to support, in addition to dead loads, the live loads listed above or indicated on the drawings. Floor trusses shall have a minimum live load deflection criteria of L/480. Design trusses for top chord bearing or bottom chord bearing as shown on the drawings or details. No cutting, notching, or modification of floor trusses will be allowed without the manufacturer's written approval. Submit certified calculations with the shop drawings. Provide girder trusses, header beams, etc. as required to frame openings. Install bridging as required by the truss manufacturer. Truss manufacturer shall provide metal hangers where required. CONCRETE COVER ON REINFORCING Footings 3" clear bottom and sides Slab on Grade Center reinforcing in slab STRUCTURALNOTES MATERIAL STRENGTHS Reinforcing Steei Fy = 60,000 p.s.i. (A615 grade 60) Concrete F'c = Compressive strength in 28 days 3,000 p.s.i. for footings 3,000 p.s.i. for masonry grout 3,500 p.s.i. for interior slabs on grade 4,000 p.s.i. unless noted Masonry fm = 1,750 p.s.i. unless noted DESIGN LIVE LOADS Roofs 50 p.s.f. ground snow load Typical Floors 40 p.s.f. Basic Wind Speed 90 m.p.h. (3 second gust) DESIGN CODES - LATEST EDITIONS International Building Code Minnesota State Building Code American Concrete Institute CRSI Manual of Standard Practice American Institute of Timber Construction National Design Specifications for Stress-Graded Lumber and its Fastenings National Concrete Masonry Association SOIL BEARING DESIGN VALUE 2,000 p.s.f. on undisturbed soil or compacted fill for footings. Bearing value to be verified by a geotechnical engineer. COORDINATION -ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Location, dimensions and details of recesses, depressions, openings and equipment supports shall be verified by reference to architectural, mechanical and electrical drawings. TEMPORARY BRACING Provide temporary lateral support for all walls until walls are adequately braced by fioor or roof structure. FOOTINGS Wall footings are cast-in-place concrete with continuous reinforcing placed 3" clear of bottom and sides. Provide 40 diameter lap at all splices and full crossing lap at corners and intersections. Unless otherwise noted, wall footings are centered under walls and column footings under columns. Footing elevations shown on plan are to top of footing. Footings for wails, unless otherwise noted, shall be 10 thick with a minimum projection of 4" each side with 2 -#4 continuous. , � ' --�-------�.��-�----- i l f � � � ` -�.. ,-•�r -� �� ( �:.n b' .�.`` �`"'.�. -. �r'9' '�,,, .. ' . ---- ...F. ' i�� „�t:. � j(1 ��t'�'}.,f�= ��`�,l/1<» � �._...a�_._: . /� T A� �'er��'�,. . £ �� f �r;.�t�.. LF_ �. �' i �?in.4-�'Fti...[,�,.a-,x � � � ,,� � , ,,.� 3 �� {_--_.�. _ � � ¢ ("� "' '^�--�--"� " . , � { '��#-� �. •--,f - *�' � i ,t t_ �..�: h ' � �a."'�� E� . . ,f�� ,�,'-z-—�l�i � �f/ `� .� f� �.d��- �, r i ��' ��i-�-.� �!-� �� , �'. � ,.�^ . ,4 4.�. ��.:�f��..-_�� <w�-�+� �� ,j��. ��.�'� ��' �� /"..-`.1 � ,� EL El`�. Thermal Ratings of Wood Window Products _ �{*: �. ° .^ Y�� ,' � � �1tiI \ DC� \VS R T) OORS �� `'�� l�he performancc infonnation Iisted is for ncw products and is intcnded to be used for rcference only,and is not complete.Depending on ihe c��i��nenis,accessories,and options chosen.the actu�l rating could vnry.Confimi ratings for specific producis��ith your stipplier or JELD-A1�F�sales represe�tative. �. No Grlds 5/8"Flat GBG,23/32"Contoured GBG,SDL 1"Contoured GBG SERIES GLAZING U-FACTOR CR SHGC VT U-FACTOR SHGC VT U-FACTOR SHGC VT Clear 0.49 42 0.53 0.56 049 0.49 0,51 0.49 0.49 0.51 Low-E 270 0.37 53 026 0.48 0.37 024 0 43 0.38 0.24 0.43 Low-E 270 Argon 0.34 56 0.26 0.48 0.34 0.24 0.43 0.35 0.24 0.43 Low-E EC 0.33 41 025 0.44 0.33 023 0.39 0.33 0 23 0.39 Low-E EC Argon 0.30 45 0.25 0.44 0.30 0.23 0.39 0.31 0.23 0.39 Clad Awning Low-E 366 0.36 53 0.20 0.44 0.36 0.18 0.40 0.37 0.18 0.40 Low-E 366 Argon 0.33 56 0.19 0.44 0.33 0.18 0.40 0.34 0.1 S 0.40 Triple Glaze Argon-270,CI,CI 0.30 63 0.24 0.42 0.31 0.22 0.38 - - - Triple Glaze Argon-270,CI,179 Q27 67 023 0.41 028 021 0 37 - - - Triple Glaze Argon-179,CI,179 0.28 66 0.38 0.46 026 0.35 0.41 - - - Clear 0.49 43 0.54 0.56 0.49 0.49 0.51 0.49 0.49 0.51 Low-E 270 0.37 54 0.26 0.48 0.37 024 0.43 0.38 0.24 0,43 Low-E 270 Argon 0.34 57 0.26 0.48 0.34 0.24 0.43 0.35 0.24 0.43 Low-E EC 0.33 42 025 0 44 0.33 023 0.39 0.34 023 0.39 Low-E EC Argon 0.30 46 0.25 0 44 0.30 023 0.39 0.31 0.23 0.39 Clad Casement Low-E 366 0.37 54 0.20 0.44 0.37 0.18 0.40 0.38 0.18 0.40 Low-E 366 Argon 0.34 57 0.19 0.44 0.34 0.18 0.40 0.35 0,18 0.40 Triple Glaze Argon-270,CI,CI 0.31 62 024 0.43 0.31 022 0.39 - - - Triple Glaze Argon-270,CI,179 0.28 66 0.24 0.41 0.28 0.22 0.37 • - • Triple Glaze Argon-179,CI,179 0.22 65 0.39 0.46 0.28 0.36 0.42 - • - Clear 0.48 43 0 63 0.66 0.48 0.57 0.59 0.49 0.57 0,59 Low-E 270 0.34 54 0.30 0.56 0.34 0.27 0.50 0.36 0.27 0.50 Low-E 270 Argon 0.31 57 0.30 0.56 0.31 0.27 0.50 0.32 0.27 0.50 �ow-E EC 0.29 42 0.28 0.51 0.29 0.26 0.46 0.31 0.26 0.46 Low-E EC Argon 0.27 45 0.28 0.51 0.27 0.26 0.46 0.28 0.26 0.46 Clad Casement Fixed Low-E 366 0.34 54 0.22 0.52 0 34 0.20 0.46 0.36 0.20 0.46 Low-E 366 Argon 0.30 57 0.22 0.52 0.30 0.20 0.46 0.32 0.20 0.46 Triple Glaze Argon-270,CI,CI 027 63 027 0.50 0.28 0.25 0.45 - - - Triple Glaze Argon-270,CI,179 024 67 027 0.48 0.24 0 24 0.43 - - - Triple Glaze Argon-179,CI,179 025 66 0.45 0.54 025 0.41 0.48 - - - Clear 0 48 42 0.57 0.60 0.48 0.51 0.53 0.48 0.51 0.53 Low-E 270 0.35 52 0.27 0,51 0.35 024 OAS 0.37 0.24 0.45 Low-E 270 Argon 0.32 55 0.27 0.51 0.32 0.24 0.45 0,33 0.24 0.45 Clad Double-Hung Low-E EC 0.30 41 0.26 0.46 0.30 0.23 0.41 0.32 0.23 0.41 � Low-E EC Argon 0.28 45 0.26 0.46 0.28 0.23 0.41 0.29 0.23 0.41 • Low-E 366 0.35 53 0.20 0.47 0.35 0.18 0,42 0.36 0.18 0.42 Low-E 366 Argon 0.32 56 0.20 0.47 0.32 0.18 0.42 0.33 0.18 0.42 � ..�- � � � T'�ubecl� 2.,�2�,, Guerl F fou�z Window Schedule v`��"° � �''"�`� 3300�ox Street,Long Lake MN 55356 Manufacturer Code(Jeld-Wen Interior Exterior Window QTY. Location Siteline windows) Mull Spacing Glass Divided Lites Jamb Size Finish Finish Exterior Casing Sill Screens Storms Hardware Notes � � � I I i � I � I � -- - ------ -- - - - -�---- --- -- ----— ---- --- - -- -.-.___ __ _- -- -- -- ---- ----- ---- --- -- S102 I 1 Shop ECC2454-3 0" Low-E-366 w/ ��8��SDL 6 13/16" (verify) Primed Clad, Clad Brickmold Clad � Charcoal NA White Standard (verify) Argon W hite Fiberglass j - -- ----- -- - ---- - -- - --- ----- - ------ ---- --- --- ---- ---- - --- --- - -- - - - — S103 1 Garage ECC2454 NA Low-E-366 w/ ��8�� SDL 6 13/16" (verify) Primed Clad, Clad Brickmold Clad Charcoal NA White Standard (verify) _ Argon White Fiberglass � � S104 1 Gara e ECC2454 NA Low-E-366 w/ ��8��SDL 6 13/16" veri Primed Clad, Clad Brickmold� Charcoal g ( fy) Clad NA White Standard(verify) Argon W hite � Fiberglass --- - ----- _ - --- --- _ ___---- --- - - - - ---- _- _ _-- --- - - -- --� - --- _ _ - - � Low-E-366 w/ I Clad, Wood by Charcoal � S201 1 Bedroom ECC2854-2 0" 7/8" SDL 6 13/16" (verify) Primed Clad Brickmold NA W hite Standard (verify)' Egress W indows Argon White CWC Fiberglass � --- - - --- -- -----__----- -- -- --- _._ - -- - --___--- - - - - ----- ------ -- - -- _ _ _ _ --- - --- - - -- ------- Low-E-366 w/ . � Clad, Wood by rI Charcoal S202 1 Great Room ECC2448-2 0" Argon ��8�� SDL 6 13/16" (verrfy) Primed White ,Clad Brickmold CWC I Fiberglass j NA White Standard (verify) -- - - - _ __- ---- ---- .. ___ - ---.._. _ __ __- -- _ --- -- ------ -- -- - --- --- -' ------ - - --- - - - --- - -t__ S203 1 Great Room 2CC2448-2 0" Low-E-366 w/ ��8��SDL 6 13/16" (verify) Primed � Clad, Clad Brickmold Wood by Charcoal NA White Standard (verify) Argon White CWC Fiberglass ----- - - - - ---__--- --- - ----- -- - . -- ----- ------ - - --- - - - --- -----__ __ _-- - - - __ 9_ - - - --_ ___ __ __-- -- -- - -- E101 1 Gara e ECC2454 NA Low-E-366 w/ ��8��SDL � 6 13/16" veri I Primed Clad, Clad Brickmold Clad I Charcoal g Ar on � �� I NA W hite Standard(verify) � g � White Fiber lass ---- - - --- ------- - - _----- --- ---- - -- ----- - _�--- - -- - --- _ ------ - -- --- - ---- — ---- ---- - - -- i � Low-E-366 w/ Clad, � Charcoal E102 I 1 i Garage ECC2454 NA Argon ��8�� SDL 6 13/16" (verify) Primed j White Clad Brickmold Clad Fiberglass � NA White Standard (verify) --- - � - - - -- - -- --- t ____t__-___-- ------. -_ - � ---- -- - ---- -_ --- _- ---- ----�- - -- - - -- -- -- _- - - - - __ - -- -------_ __ - E201 1 � Great Room ECC2854-3 0" Low-E-366 w/ ��8�� SDL 6 13/16" (verify) Primed i Clad, Clad Brickmold Wood by � Charcoal NA White Standard(verify) Egress windows � Argon White CWC i Fiberglass _ _ _. ----�-- -- -------- -- -- -_----- - --- -- -- - ---_ _ ----�-- - --- -- - - ---E ---- � __ _ --- _ __ _ - ---- _ ___ -- - - __— --- _-- N101 1 Garage ECC2454 NA Low-E-366 w/ ��8�� SDL 6 13/16" (verify) � Primed Clad, Clad Brickmold Clad Charcoal I NA White Standard (verify) Argon � White Fiberglass � ---- -- - . - --- __- -- - - __--- -------- - -- -- - --- r __-- .__ _ - --- - - -______'-- - ___- _ _ _ __ - - Low-E-366 w/ � -Clad, - -- - - - - --- I Charcoal � � - - --.- 1 -- N102 1 Garage ECC2454 NA 7/8" SDL � 6 13/16" (verify) Primed �Clad Brickmold Clad NA j White Standard(verify) � Ar on I W hrte , -- - --- -- Fiberglass _ _-- _. _ .____ _ _ _ __-- -- - - -g--- . - �--- - - I _ �- - - y I' - -- - -- - -- - ---- --- - - - _ � - -- � - - --- _�- - - - - N201 1 Great Room I ECC2448-2 0" Low-E-366 w/ ��8� SDL � 6 13/16 veri � Pnmed C l a d, W o o d b � C h a r c o a l , ( fy) �Clad Bnckmold � NA White Standard (verify) Argon j � White CWC � Fiberglass ----- - _ _ . - - -. -- - - _- --- - -- - -------- __ --- -- -- - ' -- _ ____-- - -- - - -- _ _ i -- - -- - - �-. - �- � �------- Low-E-366 w/ � I Clad, Wood by Charcoal � N202 1 Great Room ECC2448-2 0" 7/8' SDL 6 13/16" veri Primed Clad Brickmold I NA White Standard(verify) _ - White CWC Fiberglass � — - --- --- - I' - - -- - - _ _Argon � I I . __ - - ---_ - - - ' - -- - _ - - - - --- - -- - t - - -- - - - - - -- __ � __ _ _ _ __ � - - -- -------_ _ _ rt- - ---- - �- � I Low-E-366 w/ � I Clad, I Charcoal 'I I W 101 1 Garage ECC2454 NA Argon I ��8 SDL 6 13/16 (verify) I Primed , W hite I Clad Bnckmold i Clad Fiberglass NA I White Standard (verify)I , -- -- - - ------ -- - ----------- - - ----- -- _-------------- -- _ _ - _ _-_ _ ---- - _ -- - -.- �_---- 1-- - _--____ ___ - - - -- - --- __. �------ - - Choice Wood Company 3300 Gorham Ave Saint Louis Park,MN 55426 Phone:(952)924-0043 Fax:(952)924-0269 1 www.choicecompanies.com Window Schedula ' • : • • � • emo To: Finance Department From: Christine Mattson, Pianning Assistant � CC: Street File Date: 6/20/2012 G/L: 101-22205 Re: Building Permit Escrow Refund Building Permit#2011-00106 pertaining to 3300 Fox Street is complete. The Applicant, Scott Stankey, has requested a refund of the $2,500 escrow, on behalf of his client, William Trubeck. The following is attached: • Escrow Refund Request • Email from Bonestroo indicating no unbilled WIP on this project • Email from Campbell Knutson indicating no unbilled WIP on this project • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: William Trubeck 3300 Fox Street Long Lake, MN 55356 w:\street files\fox street�3300\escrow refund memo 2011-00106.doc Christine Mattson From: Scott Stankey [ScottS@ChoiceCompanies.Com] Sent: Friday, May 25, 2012 12:37 PM To: Christine Mattson Cc: 'William L. Trubeck' Subject: 3300 Fox Street- reimbursement of escrow payment Christine, I am the General Contractor for the Guest House project recently completed at 3300 Fox Street in Long Lake,the residence of William Trubeck. Per your May 15`h letter, the final step required in completion of our inspection process was to drop off a copy of the as-built survey,which I did yesterday. To my knowledge, the only things remaining now are for us to officially receive sign-off on the final inspection from the buiiding department and reimbursement of the $2,500 escrow payment. Please let Mr. Trubeck and I know what to expect for completion of these final items. Thank you. Scott Scott Stankey � Project Manager Choice Wood Company � 3300 Gorham Ave. � St. Louis Park, MN 55426 Office:952-924-0043 � Fax:952-924-0269 � Cel1:952-237-7353 E-mail: scotts@choicecompanies.com 1 Christine Mattson From: Darren Amundsen Sent: Wednesday, June 20, 2012 11:36 AM To: Christine Mattson Subject: RE: Unbiled WIP No, and I can pretty much do this without looking anything up now... From: Christine Mattson [mailto:CMattson@ci.orono.mn,us] Sent: Wednesday, June 20, 2012 10:59 AM To: 'Sherry Charboneau'; Amundsen, Darren Subject: Unbiled WIP Hello, Any unbilled WIP for: Applicant Building Permit Address Nivin MacMillan 2011-00573 1685 Fox Street Ja Malm uist 2011-00222 2550 Fox Street William Trubeck 2011-00106 3300 Fox Street Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway ', Orono ', MN '�, 55356 (physical addressJ PO Box 66 ; Crystal Bay �, MN I 55323-0066 (mailing addressJ `� 952.249.4620 ' � 952.249.4616 �'� cmattson@ci.orono.mn.us ! �u www.ci.orono.mn.us Summer Office Hours began Monday, May 21, 2012 Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Wednesday,July 4, 2012 1 Christine Mattson From: Sherry Charboneau [SCharboneau@ck-law.com] Sent: Wednesday, June 20, 2012 12:30 PM To: Christine Mattson Subject: RE: Unbiled WIP Hello Christine: No unbilled WIP on these for Campbell Knutson. Sherry Sherry L. Charboneau Legal Assistant CAMPBELL KNUTSON P.A. 1380 Corporate Center Curve•Suite 317• Eagan,MN 55121 `�' (651)234-6230• Fax: (651)452-5550 i�scharboneauCa�ck-law.com•www.ck-law.com From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us] Sent: Wednesday, June 20, 2012 10:59 AM To: Sherry Charboneau; Darren Amundsen (darren.Amundsen@bonestroo.com) Subject: Unbiled WIP Hello, Any unbilled WIP for: Applicant Buildin Permit Address Nivin MacMillan 2011-00573 1685 Fox Street Ja Malm uist 2011-00222 2550 Fox Street William Trubeck 2011-00106 3300 Fox Street Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway ; Orono � MN i 55356 (physical addressJ PO Box 66 ; Crystal Bay j MN ! 55323-0066 (mailing address) � 952.249.4620 ' 8 952.249.4616 I� cmattson@ci.orono.mn.us ! �U www.ci.orono.mn.us Summer Office Hours began Monday, May 21, 2012 Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Wednesday,July 4, 2012 i . , ✓ �� , r"��f' � (`� ��`� � '��T ��p�i �'s"1 � • , BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2011-0010,5'(p AGREEMENT made this��day of G(,1r(J'l.. 20 � , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and � LG�I'Yl ��'GC��Ck— ("Owners"). Recitals 1. A building permit application has been filed for construction of a guest house/detached garage located at 3300 Fox Street, the ("Subject Property"), legaily described as Tract A, RLS No. 727, files of the Registrar of Tities, Hennepin County Minnesota and Tract C and D, RLS No. 1358, files of Registrar of Titles, Hennepin County, Minnesota. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for ail 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 wouid be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2011-00105 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eliaible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject pro erty pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY F O O OWN R: B : � � G�C� �/y"l�U Y Its: Internal Use Only: �Original to Planning � Copy to Property Owne� ❑Copy to Street File � � � CITY OF ORONO PGRMIT NO.: 2011-00169 27�0 KCLLEY PARKWAY ORONO, MN 55356- DATE [SSUCD: 03/22/2011 9�2 249-4(00 FAX: 9�2 249-4616 ADDRESS : 3300 FOX ST PIN : 0�-1 17-23-4�1-0003 LEGAL DESC : REG. LAND SURVEY NO. L.i�8 : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-T[ED TO BU►LDING PERMIT PROPGRTY TYPE : RESIDENTIAL CONSTRUCT[ON TYPE : GSCROW FEE-TIED TO BU[LDING PERMIT NOTf��: TFIIS$2�00.00 GSCROW PAYMI�N'C IS TIGD TO 13UlLDING PBRNII�I'#201 1-0010�FOR 3300 FOX S"I�RI?E1' NAID FOR BY PROPERTY OWNGR-WILL[AM TRIJ[31?CK APPLICANT ESCROW FEE- BUILDING 2,�00.00 TRUBECK, WILLIAM &JUDITH TOTAL 2,500.00 3300 FOX ST LONG LAKE, MN 55356- OWNER TRUBECK, WILLIAM & JUDITH 3300 FOX ST LONG LAKE, MN 5�356- AGRGEMENT AND SWORN STATGMENT The work for�vhich this permit is issued shall be perfonned according to the approved plans and specitications,applicable Cit}'approvals,and the State f3uilding Code. This permit is for only the work describcd and does not grant pennission for additional or related��ork which requires separate permits. All provisions of la��s and ordinances�overninc diis type of work shall be compied��ith e��hether or not specificd herein.This pennit will expire and become null and void if construction authorizcd is not commenced��ithin 1 SO days of the date of issuance,or if construclion is suspendcd for a period of�I 30 days at am time atier work has cominenced. The applicant is responsible for assuring all required inspections are requested in contbrm��nce��ith tlie State f3uildin_Code.l�his permit may be revoked�t any[ime For duc cause. � / / / / Applicant Permitec Si�ntllure Datc Issue�l L3y Signa[ure Date SEPARATE PERMITS REQUIRED FOR WORK OTHGR THAN DESCRIBED ABOVE. 9►- PermitWorks ,� � File Trartsaction h�taintain Reports �" Gea6�ase Property Record � o �� '" Permit �� 0 �0 �♦ � I �� ► ►' � LI � :� RF� ' � CI °*" � �L4 - - I _i _—i ��,�t�: Za��-aa�as _�,,�_�:,_,� ..�_<<�� PeCmitAddress: �` i.'ai�� I'd ,�ciclir4� � 33Q0 Fox St � �' N.r��liii0ilcl �i"d r,ri��fl-e�� Gener�l� Fees Inspections(5� � �otes � Appiicant D�etasi� CD De�t�el� � I Seq fnspecti4n Type Inspector Date Status H Fee Rec ► �� _ ' � 9 ;---- -- __ ---_ �___—-, iI �3 �ns�lation_ _ 'VIdGIB ._ Sl16J2011 I P_ ---(Y�� I �-- --- ;--�----�- � �4 Final 1NGIB 12128J'2011 P IY 0 � __ ___ .._ _ � 5 As-6ailt St�nrey JSTR 618f2Q12 P f 0 � � � � ►� � ° Add Nevr D�e6ete � � �� pD-AT TIME `� CITY OF ORONO Ce'=— CALLED IN � 0 INSPECTION NQTIC _DDID� SCHEDULED PERMIT NO. `Z MPLETED � << ADDRESS � � _ � OWNER LEPJ�iONE NO. �/ ` � CONTRACTOR G� �� >; DESCRIPTION � � �OOTING ❑ PLUMBING F AL ❑ EXCAV/GRADING/FILLING Q POURED WALL ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPT�FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � J O � � O � W � Q � Z W � W � j d W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-460� Owner/Contrac r ite: Inspecto . White Copyllnspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE / SCHEDULED � � PERMIT NO. a d�/ '"' DO�O(Q COMPLETED � � ADDRESS 3 3 0o I"'� � J OWNER TELEPHONE NO.��Z-� �'-3s�z CONTRACTOR �: DESCRIPTION ��u��! L�l- � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ 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 � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W C � J O � � O � W � Q � Z W � W � j GW ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOA REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONW�THIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (J52� 249-4600 OwnerlContrac site: Inspecto White Copyllnspector's File Canary CopylSite Notice � S L� DATE TIME � CITY OF ORONO CALLED IN �-�� INSPECTION NOTICE SCHEDULED 8-��- �� /;3Z� PERMITNO.�DII- 7� OI L�6 COMPLETED ADDRESS �30� �O� St OWNER TELEPHONE NO. g`SZ Z37 73(/ CONTRACTOR �=�=-e- �D� �: DESCRIPTION `�1 S�a'7��"� � t� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS h O ❑ 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 v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � e � j � O a � � O � � W � Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W �RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN 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. �95Z� Z49-4600 Owner/Contract on s'te: � ' Inspector. � � White Copyllnspector's File Canary CopylSite Notice �a.f�� ' ATE TIME �/ CITY OF�NO -- CALLED IN ` INSPECTION NOTIC D�`�y�SCHEDULED , •�l7 PERMIT NO�._� � `�'Y-�coM ETED ADDRESS �3�� OWNER ` ELEP O NO.��°1��`��3� CONTRACTO � � ' >; DESCRIPTION �v^�x/Y�- � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y O ❑ 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 _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: a �/J!� �C - � ' �� r � - r�. L 0 - �.�� l� �. �'"J �' i �s��;,�-' � �' 1-� ��.�' ;�� A O � W � Q � � � � l �� f =��-- , W � � d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ��'C�f{RECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTiON REQUtRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on si Inspector. �P��C� � � White Copyllnspector's File Canary CopylSite Notice .�L t � , � � � �� DATE TIME CITY OF ORONO CALLED IN L Z/:' I! 1 1 INSPECTION NOTICE SCHEDULED �'='�Z�' I i I `l •-`'( 'Ftt�'t PERMIT N0. ��C. I I' �� I�;�� COMPLETED ADDRESS :'� _�i��(.� �__`�. �C � t. OWNER TELEPHONE NO.��r��' �� 7��"=� CONTRACTOR � � t �'= � � l,' ��7 j; DESCRIPTION �:.r l_1 J L-1�'-��-'��t�.�_ ��:/ L I ! Iv� lL ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILL��Y��`- � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS ti Q ❑ 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 ❑ SE�(j'FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU: YES_NO � COMMENTS: � W a o � ��r.S O F � SIv�-O�� a 0 � (�.� - P�-�s�-C l� L�� -� Tvr3 W � r��.� p�ow�� e.� �.r' o N Q � '�i�.TC /r d S �� S 'N'�rP. z W � � /� 5-�3� • t�4- ''[�b �2 S'v ��.y�'�e � GW ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE � ❑CORRECT WORK R PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR -�CITATION ISSUED C INSPECTION REOUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on sit : Inspector. White Copyllnspector's File Canary CopylSite Notice