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Home My WebLink About2017-00428 - addition/remodel/repair CITY OF ORONO * 2 0 1 7 - 0 0 4 z 8 * 2750 KELLEY PARKWAY DATE ISSUED: 05/10/2017 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 3490 BIRCH LA PIN : 08-117-23-43-0002 LEGAL DESC : BALDUR PARK : LOT 002 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 180,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE) APPLICANT PERMIT FEE SCHEDULE 1,613.92 STATE SURCHARGE(VALUATION) 90.00 TREHiJS BUILDERS TOTAL 1,703.92 3017 4TH AVE S Payment(s) MINNEAPOLIS,MN 55408- (612)729-2992 CHECK 38255 1,703.92 Minnesota State License#:BUIL-BC001474 OWNER MISCHKE,TODD 3490 BIRCH LA WAYZATA,NIN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and dces not grant perrnission 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 are requested in confortnance with the State Building Code.T'his permit may be revoked at any time for due caus �' S'l�r�� L� i � Applicant Permitee Signature Date Issued By ignature Date City of Orono Building Permit Application for New Structures or Additions Mailing Address: ermit number: O J'7 — � � .�O A,O PO Box 66 _ `w Crystal Bay, MN 55323-0066 Date received: —/� StreetAddress:' Received by: �f'C — a ,�*� 2750 Kelley Parkway � � G,' � y� Plan review fee: . t L` Orono, MN 55356 � w �/� '�kESHo��' Main: 952-249-4600 Total Fee:��"'��._�� -" ��T � Fax: 952-249-4616 www.ci.orono.mn.us p � This application form must be completed in full and all required information must be submitted. �� ` Incomplete applications will be returned. (P/ease print) 1 i GENERAL INFORMATION: / Job Site Address: �4�� !�A'N� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No ff yes,a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shutt/e bus service will be required unless applicant demonstrates su�cient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORN�ATION: Name: N- !S(�1f� State License# �� O�1' 7�{ Expiration Date: -3l - 20jQ Phone: cell �' - $�- Q� office (-,l Z- 2 �- Mailing Address: �' '7 �- � S , Cit : �J� IP: ,;,5 D Contact Person: J� Applicant is: Contractor / omeowner (Clrcle One) Email and/or Fax: $. PROPERTY OWNER INFORMATION: Name: 'jU1,�Q (�t"i 1 SC.�� Phone(day): 3-5�59-56$�1 Address: 3` / J�J� Ci : Q (� ZIP: �5�� / Emailand/orFax �pG_I�,�(SC,�f-� � '(,G v{,�I.� • ('„()J� ARCHITECT/ENGINEER INFOR ATIQ N: � p �Q,�j�, , �,,� ` Name: _��.��1+t�'JV��'F�' i""' ri�[jC �u l�G/� .. Phone (day): 2 - 3 S- � 3� Address: �f T� , Cit : '��N , nl�tj ZIP: S��[1 Email and/or Fax: �! i A-�l (' PROJECT INFORMATION: Description of pro�ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8� Water Supply ❑New Construction ❑ Single Family with ❑Accessory Bldg./Garage �Addition attached garage ❑Deck �Public Sewer Accessory Building � Single Family with ❑Office/Commercial ❑ Relocation detached garage Q Residence ❑ Private Sewer ❑Other:(specify) ❑ Multiple Family!Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water ""Any earth movement may require ❑Commercial ❑Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse �.Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) ❑Other(speCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952�71-0590 Fax: 952-471-0682 www.m i n n e h a h a c ree k.o r a v.� EIVED Estimated Construction Valuation (excluding land) $ �OD�r 0� APR 2 8 ZU1� Packet Last Updated: August 2015 Page 21 CITY OF ORONO STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms= � �Wood/Frame b.Width (ft.)= Number of garage stalls: ❑ Masonry Areas in square feet Attached= ❑ Metal e� ❑ Pole Bldg. c. Basement= �� - Detached= ` ❑ ICF d. 15'Story = ❑On-site Prefab e.2"d Story= ❑ Off-site Prefab f. '/z Story = (�r� ❑Other(please specify): g.Total Area= � REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable � ❑ Buildin Permit Escrow A reement and Fees '� - ❑ Plan Review Fee �'J � ❑ Com leted A lication Form ' ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ ! � Minnesota State Ener Code Calculations and Mechanical Code Re uirements � � ❑ Survey—2 full size,to scale meetin ALL surve requirements) �I. ' ❑ Hardcover Calculations ❑ - � Se tic S stem Certification , ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landscape Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Data Privac Adviso Form 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. r/� � /�G� ApplicanYs Signature: �f`'��/: Date: 7!�J�� Owner's Signature: Date: Packet Last Updated: August 2015 Page 22 . DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. ��Sr�r �'�- ,�?��t i �R 1�,�'r-fi. First Middle Last ��R l� ��'v;��'�. !i`��/'�r��'. J �1 Address �:r%r� ��,� til r � � J� "� '�� 1 / //�/�y/ / / .j � ��. ��. �Jj ✓I� `J� l_�...�� / �l �I�� l City' State Zip Phone , I understand my rights as state�bove. - ` � 1 � �� ,/� � _��,�� i ri Signature Packet Last Updated.� August 2015 Page 7 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: LJ t "1.� ��C� �-Q��. Permit No.: �(� �� Description of work: �t( T1�('�� Date Rec'd: �"�'l� Septic review by: �{'�(�I �-- C�� Date Approved: �—" Zoning review by: Date Approved: �'�� Building review by: Date Approved: Grading review by:�,�L4A�lN� l��,V�'U► � Date Approved: 5• �' � ` Zoning District: '�� Zoning File#: --' Resolution? Yes Reso#: --� Reso Date: '—' Signed: Yes No Resolutior� Zoning: Lot Area:��AC Width: Structural Coverage: Z.��•�F 15,�0�0 % �J 2p?O Qil��o�-'' Survey Submitted: Y�Yes � No Date of Survey: 3'� '�7 Revised date(?l: Landscape plan submitted? G Yes Landscaper: � /None proposed Pro osed Setbacks: F�(Lake) R�(Street)� ( N S E W p ( N S E �) Other Buildings Wetland Si� Side � � � r ��i , Buildins� Heis�ht Anaivsis: r / V Distance Befinreen First Floor and d ed Top of � � Roof See "buildin hei ht" de ' ion : a First Floor Elevation fro ildin lans : (b) Highest Existing gr d level (per survey) or 10' �� above lowest r nd level, whichever is lower: Difference een b and c : Defined Buildin Hei ht a - d : �e� Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? Permit Number: �es 0 No O N/A � Yes T�es 0 No No –see attached Setback: Stormwater Quality Existing Proposed OveMay District Tier Hardcover Hardcover Variance Required CUP Required circle one %and s %and s �1 2 3 4 5 «�� 0 �,��OZQ G Yes o G Yes No ��S� 3��.3 b� Type�s�� TyPe�S�' Updated: Odober 2016 v:\forms�plan review checklist 10-2016.docx Fees to be Char ed YES , NO ��v �� . �''��y f�""'�+� 4.,R �� J� �A `t- '� � Plan Review �/' � � � � �r _ ... _ , . r . , . . , _ . , , H � -. Investigation Fee . �kt -�� '"'�� . � `�. �� , Other(specify) � S uare Foota e a er S uare Foota e Basement X � _ $ 1�Floor X = $ 2nd Floot' X = $ Garage X = $ Estimated Construction Value: S �� Orono Inspections Required Work RequiMng Separate Permlts ooting G Site Plumbing G Grading/Filling G Poured Wail G Siit Fence/Erosion Control Mechanical G Fire � Foundation Survey O Hardcover Removai O Fireplace � Water Connection 0 Framing 0 Other(specify) � Masonry � Sewer Connection Waterproofing/Drain tile � Mfg. � Lawn Irrigation ' Foundation Waterproofing � Other(specify) � �Landscaping Framing � Insulation � As-Bullt Survey , inal � Lathe Requlred State Permits � Other(specify) � Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms�plan review checklist 10-2016.doac Builder Acknowledgement Form Permit #2017-Q0428 / 3490 Birch Lane Builder Representative Name: �� v�� Perrnit Conditions: Initials Erosion control mechanisms must be installed and inspected by the City prior to any land � f� �� -' disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to ��° �-rt� � i � inspection. � _ Erosion control shall be installed and maintained throughout the entire project and must �}�� remain until vegetation has been established. �' � A haul route shall be submitted to the City Engineer for approval and inspection prior to l cammencement of hauling from the site.The praperty owner shall be responsible for cleaning �i L and repair of roadways far any adverse impacts. � � Prior to the release of the escrow funds a final inspection must be completed and all disturbed � —� areas established with vegetation. Please note established vegetation means perennial cover ��J,/ � with a density af 75�0. Seed blankets or sowing grass seed it not cansidered established `� vegetation. �. Advisory Comments Any changes to the exteriorJlandscaping improvements, i.e. patios,grading, sidewalks, retaining I r walls, etc. not currently shown on the approved survey and landscaping plan will require a I /�,�/ " separate Zoning Permit application to be submitted and approved prior to the work � d��.~'`� commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the �� height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\birch �ane\3440\builder acKnowledgement form 2p17-40�128.docx Permit A�plication: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with stafF if you have questions on application submittal requirements. � Completed Application � Plan Review Fee Paid � Signed Escrow Agreement & Escrow Payment � Building Plans (to scale) x2 � Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 � Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating � the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this proje Signed by: Address: Ja�117 �/ �ll� �'O., t�V�f/�,�D�{S Permit #: Q''jL��'� Packet Last Updated: August 2015 Page 2 — AD VANCE S UR VEYING & ENGINEERING CO. I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed professional land surveyor under the laws of the State of Minnesota. ��t,o-rr�,cx� �. ��o-c�-m Thomas M. Bloom P.L.S. No. 42379 Step 2: PROPOSED 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A Existing House 1,106 S.F. B Propose A ition 344 S.F. C Existing Dec Nort si e ouse 327 S.F. D Propose Dec 80 S.F. E Concrete Driveway 548 S.F. F Existing Garage 579 S.F. G Propose Wa 199 S.F. H S . S.F. � S.F. � S.F. K S.F. � 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. W S.F. X S.F. Y S.F. 1 Total Pro osed Hardcover 3 183 S.F. Excludable Hardcover See Cit Code Sec 78-1684 S.F. Decks with 1/4" spacing(Width needs to be verified) 100 S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 100 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 3 083 S.F. 4 Total Lot Area 13 941 S.F. Proposed Hardcover Percentage [(3)/(4)] 22.11% �I-r u�IU�a I Co� �� Z I �2. �s s-F � 5 .cv l��Zo �� AD VANCE S UR VEYING & ENGINEERING CO. I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed professional land surveyor under the laws of the State of Minnesota. ��C,�-7rt,c�,�, �, ��o-a-�rrt, Thomas M. Bloom P.L.S. No. 42379 Step 2: PROPOSED 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. ey to Survey Hardcover Item (Describe) length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A Existing House 1,106 S.F. B Propose A ition 344 S.F. C Existing Dec North side house 327 S.F. D Propose Deck 80 S.F. E Concrete Driveway 548 S.F. F Existing Garage 579 S.F. G Proposed Wa k 199 S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. 5 S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. 1 Total Pro osed Hardcover 3 183 S.F. Excludable Hardcover See Cit Code Sec 78-1684 S.F. Decks with 1/4" spacing(Width needs to be verified) 100 S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 100 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 3 083 S.F. 4 Total Lot Area 13 941 S.F. Proposed Hardcover Percentage [(3)/(4)] 22.11% City of Orono �°No Hardcover Calculation Worksheet Property Address: 3490 Birch Lane (our survey 170084) yF �` Prepared by: Thomas M. BLoom P.L.S. No. 42379 Date: 4/20/2017 � � �'k'fJ HOaE Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24'x 30') (720) S.F. A House 1,106 S.F. B Deck Nort 327 S.F. C Deck South 118 S.F. D Garage 579 S.F. E Concrete sur aces 548 S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. 1 Total Existin Hardcover 2 678 S.F. Excludable Hardcover See Cit Code Sec 78-1684 S.F. Decks with 1/4" spacing (Width needs to be verified) 100 S.F. S.F. S.F. S.F. 2 Tota) Excludable Hardcover 100 S.F. 3 Net Existin Hardcover 2 578 S.F. 4 Total Lot Area 13 941 S.F. Existing Hardcover Percentage [(3)/(4)] 18.49% Christine Mattson From: Jack Distel <Jdistel@minnehahacreek.org> Sent: Thursday,April 27, 2017 4:40 PM To: Christine Mattson; Melanie Curtis Cc: Jon Colliander Subject: MCWD no permit needed: 3490 Birch Lane, Orono Attachments: Mischke Residence - MCWD.PDF Good afternoon, After review of the plans for a home addition at 3490 Birch Lane,Orono it has been determined that they will not require a permit from MCWD. This is because the amount of disturbance does not trigger our erosion control rule (they are only filling/excavating around 39 cubic yards of soil),there is no work being done within the flood plain and there are no wetlands on site. If you have any questions or concerns feel free to contact me. Best, Jack Distel District Representative Minnehaha Creek Watershed District 15320 Minnetonka BLVD Minnetonka, MN 55345 952-641-4581 ��,�� «.. ��r r 4, w G a � , i _� �r qi.,:..4�.i�ui . �.� +or.s MINh1ENAMA CIlEEK 4V,tTERSHED Ol�Titf{T 1 Dan Kubat From: Jon Colliander Sent: Thursday, April 27, 2017 4:41 PM To: Dan Kubat Subject: FW: MCWD no permit needed: 3490 Birch Lane, Orono Attachments: Mischke Residence - MCWD.PDF Here is the written confirmation. JON COLLIANDER,AIA Trct�lus Architccn � Incerior Dcsignrrs + Buildcrs 3a17 4TH AVE.S.,MINNEAPOIIS,Mhf 55408 1`t!'t'jJlltCl p;612•7Y9•2992 D�6}7�351�8236 F.612•729•3582 1N: '�yy4y,IRE.y1lS,@!Z � ��O From: Jack Distel [mailto:JdistelCa�minnehahacreek.org] Sent: Thursday, April 27, 2017 4:40 PM To: Christine Mattson (Orono); mcurtisCa�ci.orono.mn.us Cc: Jon Colliander Subject: MCWD no permit needed: 3490 Birch Lane, Orono Good afternoon, After review of the plans for a home addition at 3490 Birch Lane,Orono it has been determined that they will not require a permit from MCWD. This is because the amount of disturbance does not trigger our erosion control rule (they are only filling/excavating around 39 cubic yards of soil), there is no work being done within the flood plain and there are no wetlands on site. If you have any questions or concerns feel free to contact me. Best, Jack Distel District Representative Minnehaha Creek Watershed District 15320 Minnetonka BLVD Minnetonka, MN 55345 952-641-4581 •�k �#RY � �� rNA7ERSHED D15Tk4CT 1 Lot coverage:Sec. 78-1403. -Lot coverage and massing standards -On lots equal to or greater than 10,000 square feet in area,the total combined footprints of all principal and accessory structures shall not exceed 15 percent of the gross lot area. *(15%of 13,941 =2091 sq.ft. Maximum lot coveraqeJ - Calculation of massing. The following shall be included in the calculation of the total combined footprints by structures: (1) All roofed structures more than six feet above existing ground level. (2)Tennis courts, patios, decks, and all similar open structures when partially or fully enclosed by fences, railings or walls which extend more than six feet above existing ground level (if any portion of such structures extends more than six feet above grade level, the entire structure shall count toward lot coverage). LOT COVERAGE AND HARDCOVER CALCULATIONS: Lot Coverage: Home footprint: 1106.0 sq. ft. Home Porch 100.4 sq.ft. (has roof more than 6 ft. above grade) Home Fireplace Bay 28.3 sq.ft. (has roof more than 6 ft. above grade) Garage footprint: 579.0 sq.ft Total coverage (Existing) 1813.7 sq.ft. Maximum allowed: 2091.0 sq.ft. Maximum size of addition: 277.3 sq.ft. - Proposed addition =271.1 sq. ft. (This area total does not include area of new deck extension at new porch (which counts as hardcover, but not lot coverage because the extension does not have a roof over itJ, and this area does not replicate the area of the "Home Porch"which is encompassed by the new addition) Note:These calculations use figures which are counted differently than what is shown on the survey. These differences are noted below: - The existing front porch on the home was counted as part of the footprint of the existing home, and that total area was deducted from the area of the new addition.The area is counted in both sets of figures, it is just on the survey,this is not counted as part of the existing home, but instead counted as part of the addition. - The existing, cantilevered fireplace is itemized separately above, but counted as part of the lot coverage. - The portion of the new front porch covered by a roof is counted towards the lot coverage. - All areas of existing structures were taken from the survey. Christine Mattson From: Adam Edwards Sent: Thursday, May 04, 2017 2:31 PM To: Christine Mattson Subject: RE: 3490 Birch Lane/#2017-00428 Chris, I've reviewed the subject grading plan and stamped it approved with one comment: 1. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam From: Christine Mattson Sent: Monday, May 01, 2017 1:41 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 3490 Birch Lane/#2017-00428 We received a building permit application for an addition to 3490 Birch Lane. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono j MN j 55356 (physical address) PO Box 66 j Crystal Bay � MN � 55323-0066 (mailing addressJ "�" 952.249.4620 j 8 952.249.4616 � cmattson@ci.orono.mn.us ( � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29, 2017(Memorial Day) i �� MiTek�� MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 98212 TREHUS BUILDERS, MJL The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Scherer Brothers Truss Divn. Pages or sheets covered by this seal: 130473514 thru I30473514 My license renewal date for the state of Minnesota is June 30,2018. I Hereby certity that this plan,speci- fication,or report was prepared by me or under my direct supervisbn and that I am a duly Licensed Pro- fauional Enqin ar under the laws of tha State of inn ofa. AN GARCIA DATE REG.NO.41469 JUIy 1�,201� Garcia,Juan IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. - �Job Truss 'Truss Type Qty i Ply TREHUS BUILDERS, MJL ' L98212 A7-REP COMMON 4 1 1 �JNIT YF 130473514 Job Reference(ootionall Scherer Brothers Truss Division,Albertville,MN 55301,. 7.640 s Apr 22 2016 MiTek Intlustries,Inc. Mon Jul 17 162839 2077 Page 1 ID:vG?AaoLzvTNmm2zvisfOsz4h0�-x7JLxSgewUehowl WmVwFuKHnRA2rouAkNM3Uafyx69s -1-2-9 3-SO � 5-11-8 � 8-&0 '11-11-0 � 1� 1-2-9 3-SO 2-6-8 2-6-8 3-60 �-2-9 5�- Scale=129.5 MODIFY TRUSS AS SHOWN BELOW 3-0-0 , 5 3-0-0 -y zoo ,2 * + . + + + + 6 4 + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + Sx5� + + - + + + + + + "�; + + + Sx5 � + + �a.� + + + + + + + + +'-� + + � 3 + t +�.! + + + + + + + �� + + + + + + k: + + + + + + + + +' + + + + + �� +: � + + + g 2 + + + ♦ + + + + + ,�� : + + + + + + +' 13 �z �� '� + + g o ,� + + + �:� °�. + + + d � ,z..X,z.. 1� �4 �� 3x12 I I 3x12 I I � ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP i) INSTALL 2 X 4 SPF/DFISP NO2 TO EACH FACE OF TRUSS W1TH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAII SCHEDULE: CUT TO FIT TIGHT. 2 X 3'S-2 ROWS,2 X 4'S-3 ROVvS,2 X 6'S AND LARGER-4 ROVVS:SPACED�4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. 3-SO 5-1�-8 &6-0 11-11-0 � 3-SO 2-Cr8 2-68 3-5-0 Plate Offsets(X,Y)— f2:0-7-15,Edge1,f8:0-7-15,Edge1 LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP "LL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.21 14 >691 240 MT20 197/144 DL 10.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.35 14 >403 180 �CLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code MNSRC2015/TPI2007 (Matrix-M) Weight:50 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No2 TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORO 2x4 SPF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No2'Except` 5-12:2x3 SPF No2 SLIDER Left 2x8 SP 2400F 2.OE 1-6-D,Right 2x8 SP 2400F 2.OE 1-6-0 REACTIONS. (Ib/size) 2=771/0-5-8,8=771/0-5-8 Max Horz 2=-65(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-576/0,4-5=-821/0,5-6=-821/0,6-7=-576/0 BOT CHORD 2-14=0/457,12-13=0/744,11-12=0/744,8-10=0/457 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=115mph(3-second gust)V(IRC2012)=91mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. I H�reby eerti(y that this plan,speci- 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ficatbn,or raport was prepared by me or under my direM supervisbn and that I am a duly Licensed Pro- fessional En na under the laws otthe State M' sota. JUAN GARCIA DATE REG.NO.41469 July 17,2017 Q WARNING-Vriry design panmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIIJ/7J rw.f0/07/2015 BEFORE USE. ��" Dasign vali0 for use onty wdh MiTek�connectors.This design is based only upon paremeters shown,antl is for an intlividual builtling component,nol a iruss system.Before use,the building designer must veriy the applicability of tlesign parameters antl propedy incoryorate this design inro the overall building design. Bracing indicated is to prevent buckling of intlihtlual Wss web antl/or chord members only.Addilional temporary and permanent bracing M iTek' is aAvays requiretl tor stability and to prevent wllapse with possible personal injury and property damage. For general guitlance regarding t�a fabrication,storage,delivery,eredion and brecing of trusses antl truss syslems,see qNSIITPN�uality Crkeria,DSB-89 antl BC51 BullAing ComponeM 16023 SWingley Ridge Rd Safaty Inlortnatlon available from Truss Plate InstitNe,218 N.Lee Street,Suile 312,Ale�ndna,VA 22314. Chesterfieltl,MO 63017 ��mbol� Numbering System � � General Safety Notes PLATE LOCATION AND ORIENTATION �3�4' Center plate on joint unless x,y 6�-$ dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) � Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. � 2 3 1. Additional stability bracing for lruss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0_�,,fi� ci-z cz-s 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p WEBS �ab 4 may require bracing,or aftemative Tor I � O ,� iy � ,q p� bracing should be conside�ed. _ " �� '� � O U � 3. Never exceed the design loading shown and never a s�° � U I stack materials on inadequately braced trusses. O a F- p 4. Provide copies of this truss design to the building For 4 x 2 orientation,IOCet2 c�-a ce-� cs F- designer,erection supervisor,property owner and plates 0- '�,��from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This Symbol indiCat2s the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knols and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIlfPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. s. uniess otnervvise noted,moisture content of lumber shall nol exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES RepOftS: use with fire retardant,preservative treated,or green lumber. I The flfst dimension is the plate 10.Camber is a non-strudural consideration and is the 4 x 4 Width measured perpendiCulaf ESR-1311,ESR-1352,ESR1988 responsibility ot truss fabricator General pradice is to to slots.SeCond dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions ( indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and � in all respeds,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the I specrfied. by text in the bracing section of the tfUSS Ulll@SS Oth2fWIS@ ShOWfI. 13.Top chords must be sheathed or purlins provided at output. Use T of I brBCing � spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values �4.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings I 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but �O 2012 MiTek�All Rights Reserved approval of an engineer. reaction section indicates joint flumb2�wh2f8 be8�in9S OCCU�. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �� k � 18.Use of green or treated lumber may pose unacceptable i environmental,health or pertormance risks.Consutt with projed engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal � 19.Review all portions of this design(front,back,words Plate ConneCted WoOd Truss ConStrUCtiOn. �� and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M i Te k A 20.Design assumes manufadure in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference F' MII-7473 rev. 10/03/2015 � �� ;zi�;lri.t;;�� • Daily Soil Observation Notes Project Na: ti "" � ' __ Date: .�''��) 1. Report No: Project Na e: i�� y�`� �"� Project Location: U'f�n� Ciient: �� 5 Temp/Weather: ��i.j� � � .,..� �,� � � � � Ps�ca€��... �.a��e (C�-�- , .��; �.. Time Arriv�� A ��:� � �� £ s ,��< � � 3 � � ��d�. .�._ . � _�.__.__..._.�,...�.,_� _�� i� �� _ ___ �_,.�._ � ___.s =.m,..�.__ � ..__�.�._ Areas�t�s�rver�: �; �u;iuir:� �aa � 'F��use Pad u��aav��'q �;�ar�;r��jvva[ks � �=oct;r�g�'; ❑Proof Roll �Other(describe): ��1��'�:z�1 Soil report available? ❑ Yes No Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: �' Bottom of footing elevation: -- Bottom of excavation elevation:� Approved plans available? Yes ❑No Specified compaction: _... Fill source: _ Oversizing appears adequate? ❑NA ❑Yes ❑No Soils observed agree witfi Soils report? ❑Yes ❑No Soils appear adequate for design loads? ❑Yes ❑No Proposed project bearing capacity(psf): ��p Contractor notified of results? es ❑No Name of person notified: ��L�� Y�� Was a copy of this report left on site? es ❑No If so,whom was it submitted to? i� � � � � a � s 2 f � � � " 2 - � ' , � i � I � � r _ _.. 1____ Notes/Comments: ��{- � (` ,��p��{'�a+�_ �j� � C, � � , tr G c t� �i't � �1�.'��C lhD �{ Ct�- � e�� l'� ��t st. " � S � v�v, � r� d�s—, �-� 3 t� �c-�`� i�c.z`�'"f--"t�-- � 1� � ti�'� 1 �v-� � l�� v� �r n� ��e. �S�► !s �,z�,� 1 � t �n �C.. 01L��l� in3� Z �— '/r! t ��1 �P'1 [�Cf'c fY�e� �= D�.�L'� C� �'�1►$c�1 �; �,,��. b 4� i �ti ,� o�-S� � {�aa w��i ' on -la�' i � 't Slrto�lt�, �� L' ��{, � ��( Q�d��h� ��. Performed By:�� .t,�._ �� Reviewed By: Date: - �� .�� /e!Z-ZG q `t°v 2'7 This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the finat report may vary from,and shall take precedence over,those indicated in a preliminary report. � � � i�7 U '� Daily Soil Observation Notes Project No: Date: (a - l� I"7 Report No: Project Nam ��'�� project Location: �� .. � Client:_ ��Y'il�Js Temp/Weather: P �D,S Project Manager: _ J�� Time Arrived: Departed: r-- ------_.,._____A�___.__�._�--- � � � � � ; ��.�� _ � ` f � � � ; ��' __� , .a, " �� :.�� . � Areas Observed: � Bui?ding Pad � [�House Pad � ��Roadway �Parking/Walks � Footing ❑Proof Roll (�Other(describe): �S�i ��r�'a(`j,r� � —— ----- r- — — ._.___ _ j Soil report available? ❑ Yes lo � Report reviewed? ❑Yes ❑No Report p�epared by: _. __ ._... __._.____.__.__ I Finish floor evaluation: � Bottom of footing elevation: Bottom of excavation elevation: i Approved lans available? Yes ❑No Specified compaction: � , � P Fili source: -- _ ._._ __ ,_ � ; _..__ - ___ - __- ...— -_...__�.___----- _ _ ..__ Oversizing appears adequate? ❑ NA Yes [] No Soils observed agree with Soils report? ❑Yes ❑No _ _ ___ _ —_ _. _._ _- - -- ; - -- Seils appear adequate for design loads? �jYe> ❑No Proposed project bearmg capacity(psf): *7 ,,,,�� —--- �_� _ _._ __--_ —..--- Contractor notified of results? �Yes ❑No Name of person notified: /��_/,.,G�r 1 - �' N� i -. --- __ Was a copy of this report left on site? es ❑No If 5U,whom was it submitied to? i -- - _. . , ._ , _ _�__. - �.. _ ;- -, � � 1 � ' , I � -- - - �-r--- N '� ` ' � ` ' � , , ' _ _ ` _ ! � �_ :_..__ _ . ; ; i ; �. , i . c � -� ___ __.. �_. � � - —,---+- ' . I � � � � � ��-� �� , � . __ _: __ -, � � _._ , � � � i ; � � � � � �_. _ __ _ , 1- , �__.-rt � , � ! , � ; ' i i � , � , � �� __ __ _ — , � — � i r � � + I - - r-- , ___ � � i --- - .�._,_ �---r-- . , _ � r r/ � ,. _.�_� 1 i I '�' � f - � .. ' .__�__..L_ r ��. � _ , i , i �, L _ ,_ .. � ' ' � � ____;._�_ i �� I { I � .__- - -* -_ _- � � �� , - ;--- _;__ �.� � i � � , , i , — - ---- -r ._.. � _--._ + � _ ___. .____ ___ .__.__ ..� , : � _ . � . � , �_ --__. �__ _ _ _._l ' ' .__ , r---- ,___- � � ( _ __---' ' � � � �� ( - q_.. . � . i � , , � I- -�_ . _.. ._ � _-�-- ' � _ � __, � —:--. __ . ,___.__f__--�--- � I ; � - _, , , i - -- --- - _ - , � _ � --- _ � , -�_ - ---- -- � , i ; - -- � � ; Notes/Camments: � _ t i-t-- ---�� '� (�� ,��yn � I f ' .ScJ� � Ch 1/� a''1 �SG �Sd� s �5 � ' {'i c � ___ � vc� �,�cs _�,_��S�-LS - � __ �;l � C�ns%s o.� r __.�C s�.��. —_��L� G�� S t- ClG t S'a.^t� _ �____ _��,_� c� 3' la� � ' ` b�(o� ��,� _��---+� �_�.___r�o-�i s� �C �,s-F~ b o',� ��Px,e�s _�j kSG �D�GS �Ryc1`L (J� �b(t� r 2� -� 1� ,� ) ��_av,__��.,- rv �a.e-S . �-�C�c�G�`r t�`� C ti�/` �DG�(.. VA `t�r� �J�/!� .�d i � �U'C. t?S� `�A (�COtl9LL ---��foJno� aJ�'�C,r-- __ � �- ' r � t - �-�f .�o Lft v____j�'.��%_��'1 n�„�----�_�r' �oPc�� o*rj__ , __ -- -- - __,___ _______,__ __ _I Performed By: ' Reviewed By: Oate; (a'��+f � This is a preliminary report and is provided solely as evidence that field observations and/or eesting was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. ��1� / ,� _� � _ . ., _ � _ � �sf i� �1�� :s G ,� y1: .� ��, �` t; �� 1 �.c in ea�:s. � _ g �r��r�l Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: http://www.dti.mn.qovlCCLD/PDF/sbc 1322 cert.pdf �vii�La c�� t�-��-- � 7 s�xe��: � ��'� al"!�t-'�# L;f'rr�� Baiidres Namel Cs�ao} E�• Contrac,.tor name- �� ;�-1/��f'1 r-� c�ens�e num�er: ; °1 Lacaban Typ�e r�f In.�a�e� Tjr�,e Lara,6iavr Siaoe �t�an R-Y'�ri�e l�lai[ ,� Roof C Combusti�Air W�Ns > /� _'� Mta�er' ._._. Floor D�S O�e�C Raof ' S � --2 �eriar,6�aiar or � �_ Foundation Wa� 'j' -..� •f J'' /�✓ .6n�eriar or tr�egr� A Facfiur s�alar�t �� Fv�str�ion ' Radon CaMroi r �r� l " F l.. e r�(— .+ s ...�. �. , .. ,� w T S�EER Pb�del C t C " t .� T Locsabirw� C'ov�i�ores i�or� Ta�Gi/Vfe,Rt�a� Med�arical Y�adon �" ue�' �`° ' � Packet Last Updated: August 2015 Page 20 � �� i� � � DATE TIME � CITY OF ORONO ��` CALLED IN INSPECTION OTICE ��, � SCHEDULED �—J PERMIT NO. COMPLETED �_ ADDRESS � ��'�� ;`_� l /'��`.G'• �_� OVYNER TELEPHONE N . �`J� � 7��`�?� CONTRACTOR ��r� _'�l� S ��c�/"S c �, � DESCRIPTION ��'� f �� - C'�� Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ �/ PTIC INSTALL 2 OMINERICOIfTRACTOR TO MEET YOU:11�TE$_NO � COMMEN?'� �`' Y � � j ` G �S�0 n ir,n�r� / �'Y1 L��i_S(_,/�'c�c� . /� 0 , 1 1 � n�G-G� cZ� , . _,�_ o� i�S�'de�7i 6 N 0 W � Q � W � W � � , W WORK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � OORRECT YMORK a PROCEED ❑ISSUE CERTIFIGITE OF OCCUPYINCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMIPOFiARY V BEFORECOVERINO PER�AANENT ❑COFiRECT UNSAFE OONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR �GUTION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. CsN tor the next Mspectfon 24 hours�n ad�rance. (952) 249-4600 OMmerlContractor on site: Inspector. �� ` WMts Cop�rAnapector's FIN Canary CoprlSib NoUe� (� � �-j �� TE TIME ` CITY OF ORONO CALLED IN ��" � INSPECTION TI SCHEDULED —�/ �1L � � PERMIT NO. � COMPLETED ADDRESS OWNER TE E NO��"��-7'�� CONTRA��R ��s �� , ESCRIPTION � OOTING ❑ DEMO-FIN ❑ SEPTIC FINAL POURED WALL ❑ PLUMBING I ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING F ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNFRICONTRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: �eL��s; D� � ��i4• -�a� a. - ��io.ti ' j O � � - Sa�G Garre �,�s-�, raQb�'t .b��!�t? • ° - -��'SS. .� rtil�•c•� ,pc✓ ��c - W � Q 2 6� � .Gaur� � w � j W�WOF�SATISFACTORY:PFiOCEED ❑PRW ECT COMPLEfE � ❑CORRECT WORK d�PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT VIFDRK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHpTOTAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED O INSPECTION REWiRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advarx:e. (g52) 249-4600 OMn�IContra on site: Inspector: !h^' YYhite CopyAnapecto�'s Fila Cenary CopylSih Notics _ .. � ...... � . c-}. ".' , .. ....... . ..,,+ . , . . . . . . . . . , . .. . ' . ' "` �, . , � .. . ... ' . . . . . i • ` ' � � � � � j I� � _ . H """'"" �" � Daily Soil Observation Notes Project No: Date: ' ' Report No: Project Name: � Project Location: Client: Temp/Weather: Project Manager: Time Arrived: � Departed: . � � Areas Observed: ❑ Building Pad �House Pad ❑Roadway ❑Parking/Walks ❑ Footing ❑Proof Roll ❑Other(describe): '� '' � - Soil report available? ❑ Yes [�No Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? Q Yes ❑No Specified compaction: Fill source: Oversizing appears adequate? ❑ NA ❑Yes ❑ No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? ❑Yes ❑No Proposed project bearing capacity(psf): :, Contractor notified of results? QYes ❑No Name of person notified: y ;t,C jt�� G � U Was a copy of this report left on site? ❑Yes ❑ No If so,whom was it submitted to? {E P � N � ;� , _ � � - i � E- �. �" a Notes/Comments: , ;,� 1 . �:. � , r � ,.� �, l �' , ;;-� � �. � .�U. � l c; � � �:� r� �,c ' r� � � ' �1��-r +1C hl� �� a �` E_`(� � <�^�� < ��' � �� 7,a. �` ,� � - , 5 !hl(�( i� �� - �( k,�-- ;� �-{- , '� �'r-� {�', � , ..- �_ ;;hv"��;^ ) �vvt- � �v,,v �,�tr �n � �c, � �E'. Sa, �S G��-�'. S� �� ^ 1 �o � _ � r� � ,, �,)� (,�Jt. �f�t ' ��- � i o t �1 rrtl�1(� ' 1 c �, /i'+o1��T U�S lv'S P�'1 ��j �L=: , � � � GUe. t-�-� ?�"-'' � � � S I��{��, o�-�S;�e a ��-f,�► w.a� , ' r..' ; (,�n�'� , ` ` i.c `l �•ii' `"� , ;"pM �?, i ;,c< ,:,!^�� lc,-) . Performed By: > ;��T/� � , Reviewed By: Date: ��' This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. � � � � � � � �, � . — �' E Daily Soil Observation Notes Praject No: Date: Report No: Project Name: _ Project Location: Client: Temp/Weather: Project Manager: Time Arrived: Departed: � � � � Areas Observed: ❑ Building Pad ❑House Pad � ❑Roadway ❑Parking/Walks � Footing ❑Proof Roll DOther(describe): - ' ' -') Soil report available? ❑ Yes �lo Report reviewed? ❑Yes ❑No Report prepared by: � Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? �Yes ❑No Specified compaction: Fill source: Oversizing appears adequate? ❑ NA Q Yes ❑ No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? QYes ❑No Proposed project bearing capacity(psf): I ( , F-j Contractor notified of results? G]Yes ❑No Name of person notified: ,-. Was a copy of this report left on site? [�Yes ❑ No If so,whom was it submitted to? � N _ __ ; F'..:. I I _ . � Notes/Comments: , � �'.�'C/1/ti l r:i- � �tj, �� ,S (,� ',;�� /r��,aG� ; � . � :�,� �,.�� .� � ��f � r- , �� l . - � ` � } E_:a ;�-r.. i �f„ , < ; . f� � � , ,�� c'�; � "�. _ :.k � �(�C.0 i '��C,� :1 G r°`,�� ; .,,�� s � � _ ��` .i. .- , % (f�d / 'G',:J- /C ; r .�;� f�J-; , ,: ;(�' �� ( � �jC'r� :� i/��,, ;� in,�u '�J"" , '��':� � " Performed By: Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. �� C�'� DATE TIME ✓ CITY OF ORONO CALLED IN _ --`�� INSPECTION NOTICE SCHEDULED PERMIT NO. � � COMPLETED ADDRESS � �� a /�� OWNER TELEPHONE NO. � � �f� CONTRACTOR ' � S _� � DESCRIPTION � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � v3 �FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 � RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ TIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO «� COMMENTS: � r - � t64 rl��ta�� ✓ .!`r✓l4 �� 4�t%!a.�, Y S j 1��✓ 1�/'c�� J- /�Sce`• — a �, r.s.�? o _ � vl�yr v4� 6�c ��c✓��.- �1- � r. ��a,r.�-�4�C o - � � tc��o►� � Po t vc ✓ � " /-' ,.Q W � a� ex�� - a y 4 �«A �„� � ,�� Q r— Z � CJt d�t �n��.� � - � - � r�/?ar/!!�CJ .�.�+e%a�/ �Q✓�s.-. • �.7o T � C.�!< ,�5� ra�n�,OG�G"�.sr� � W�71��IdF1�9�FAl1�'�Fl66E�D ❑ PROJECT COMPLEfE � ❑COflRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O.-�COjiRECT WORK,CALL FOR REINSPECTION TEMPORARY V`��`FORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 2a hours in advance. (g52) 249-46�0 OwnerlContractor on site: Inspector: �`Jw �,I White Copyllnspector's Ffle Canary CopylSite Notice �� nMe CITY OF ORONO CALLEO IN IN$PE�TION O�IC�,E �i�,'�,n SCHEDULED PERMR NO. �V� !"U/'!G� COMPLETED lL %� �� ADDRESS ��'�D i�C`l. ��I� OMINER TELEPHONE NO. CONTRACTOR � DESCRIPTION ��'�!�'1 t�'y�Q �jP��o W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLIN(i O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP kl ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATtON/REMOVAL _ v ❑ DEMO-SfTE ❑ SEPTIC INSTALL Z 01NN9YCOKTRACfOR TO MEET YOU:_YE3_NO � COMMENT� 4 � !�t !�► aC,P 0 � C �ir ✓Q' n ev� m��%� ° r v�a c a � �t a iau �� l�c,e W � � W ('� � t W OC J W WORK SATISFACTORY:PfiOCEED ❑PFiOJECf COMPLETE � ❑ WORIC 3 PROCEED ❑ISSUE CERTIFICATE OF OCCl1PMNCY 0 O CORRECT YMOfU(,CJ1LL FOR REINSPECTION TEMPORARII V BEFORE CONERINO PEAMANENT ❑CARRECT UNSAFE OONWTION WITHIN HOUR3. p p�pTO TAKEN INSPECiOR WILL RETURN O STOP OROER P08TED.CALL IN3PECTOR D CITATION 18SUED O INSPECTIOM REOUIRED.G1LL TO AFiRAN(iE ACCESS. caM�u��za no�h�o.. (952) 249-4600 site: Mspector: YYldl�l�oPll�� G�� -� ��- � DATE TIME � CITY OF ORONO CALLED IN 7'- - INSPECTION TICE SCHEDULED �a � � PERMR NO. �� OMPLETED ADDRESS G I�I�GI_ OWNER � E NO. �� CONTRACTOR � �� , � DESCRIPTION � t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ? ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �I VSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOKTRACTOR TO ME YOU:_YES_NO y COMMENTS: ��''''la�� -�f Gc��oo wt lr��- �L " Gf/k L� "d—Q II�S � G 1v3� Ge G� j �d� ��awL O • � ' � - ! u.G . - ba�t ��.�s l�� r,�/ v � ' � - U-G. Gr e!• �sr- �?4� �Ns tcG �/ - U• � • Q G R 144JL v��OCtC-t �y.t�E fi^ca� /�Y�.l� T��✓..Tg sr � � � d!C l� Le�� _ W � J W WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT VYORK�PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p p�{OTO TAKEN INSPECTOR VNLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 ror the next inspection 24 hours in advanoe. (g52) 249-480� OwnerlContractor on site: Inspector. �I ►'�^' '� White CopyAnspector's Fil� C�nary CopylSlb Notics i � �' � �D TE TIME � CITY OF ORONO CALLED IN '� '�7 INSPECTION TICE /L SCHEDULED �o"�O-� � �./�3� PERMIT NO. �" " �7� OMPLEfED ADDRESS � �� ' � ✓�L�'L ��t��-_. OWNER T/ ��E�H�ONE NO.�P� � ` ��a/ CONTRACTOR �� .�G� S (l��IU,S � DESCRIPTION -� Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONITRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: � -C/e��,��Ga� /�1' c�v N,,�/�� Y S� � on 0 7-17-/7 � ' G�n A i..G6/' ?�Q.A��►..in��►'� 7'0� 7✓`uSS !�✓n rr�. O c�n � y J'�o� �rur,i''oor�. W � ^ -/ � _ �P�S�f TM rv�,n.G ��o� Gid6� Q 2 � ��G n.,� �1 �)'rS0[�T/(�T �/0^'�.�/l�i�� W � W � J W WOFiK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �OORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPNNCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(i PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Ca8 for the next inspectfon 24 hours in advanoe. (g52 j 249-48�� OwnerlContractor on site: Inspector: Whits Copyllnspactor's Flle Canary CopylSM�Hoties -1 Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant OW CC: Street File Date: December 6, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2017-00428 pertaining to 3490 Birch Lane is complete. Please refund$2,500 to the property owner, Todd Mischke. Mail to: Todd Mischke 3490 Birch Lane Wayzata, MN 55391 w:\street files\birch lane\3490\escrow refund form 2017-00428.docx ESCROW AGREEMENT AGREEMENT made this p{,37 day of atcsri 20/7 by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and TD�/i / 1ISCit/ ("Owner(s)"). RECITALS A. The undersigned is/are the Owner(s)of the Subject Property and hereby agrees to and consent to the terms and conditions of this Escrow Agreement. B. Owner has: (check one) ❑ Filed a zoning application# Filed an application for a Building/Zoning Permit# o6/7 -00 VAS ❑ Agreed to comply with Orono City Code Section 78-1432 regarding accessory structures. ❑ Filed an Individual Sewer Treatment System (ISTS) permit application. ❑ Requested to do work within public Right-of-Way ❑ Filed a request for a Temporary Certificate of Occupancy ❑ Other ("Application") on land situated in the City and located at A KO &r(.Jt Lail e., (the "Subject Property"); and C. The City is willing to review or monitor the Application only if the Owner agrees to reimburse the City for the actual costs expended by the City on behalf of, or on account of, the Owner. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT REQUIRED. Contemporaneously with the execution of this Escrow Agreement, the Owner shall deposit $4.1-7,6.°° ("Escrow") with the City necessary to secure coverage of the total costs associated with review, approval, and monitoring of the Application. Any Escrow shall be held in a special escrow account and shall be credited to the Owner. 2. PURPOSE OF ESCROW. • Zoning. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City in reviewing and approving the Application and all other city staff administrative and consultant services performed in the processing of said review and approval. • Building/Zoninq. The purpose of the escrow is to guarantee completion of the site plan as approved and the provision of the as-built survey as required by the Building official. • Accessory Structure. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not limited to staff time, at the rates established by the City Administrator, engineering and legal consultant expenses incurred by the City in removing an accessory building if the Owner fails to perform the obligations in Orono City Code Section 78-1432 and all other City staff administrative and consultant services performed in removing the accessory building, including land stabilization. • ISTS. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City if Owner for any reason is unable or unwilling to honor the requirements of Chapter 58 of the Orono City Code, and all other city staff administrative and consultant services performed in relating to the Application. The City may also reimburse itself for all engineering and legal expenses associated with the construction, removal, alteration, or repair of the ISTS if the Owner fails to do so. • Temporary Certificate of Occupancy. The purpose of the Escrow is to guarantee completion of exterior improvements (driveway, grass, etc.) that cannot be accomplished due to weather conditions. January 2017 1 3. MONTHLY BILLING. The City will monthly forward to the Owner a statement and bill for the expenditures incurred by the City for staff and consultant services. Such statements shall be due and payable within 15 days for receipt by the Owner. No statement will be sent if there are no expenses incurred in the period since the most recent statement. The City shall itemize all time, services, and materials billed to any Owner and said time, services, and materials shall be in accordance with the rules, regulations, and fees as promulgated and adopted by the City Council. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event the Owner does not make payment the City as required under paragraph 3, the City may draw from the Escrow without further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall periodically notify the Owner of the draws the City has made and the nature of the expense for which the reimbursement is being made. 5. REIMBURSEMENT OF ESCROW. The Owner shall reimburse the Escrow fund for any deficits caused if the amount actually expended by, or billed to, the City exceeds the escrow fund balance. 6. RIGHT OF ENTRY. • Zoning. This section is not applicable. • Building. This section is not applicable. • Accessory Structure. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to remove the accessory building(s) should the Owner not complete the removal obligations in Orono City Code Section 78-1432. • ISTS. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to perform all work and inspections deemed appropriate by the City in conjunction with replacement of the septic system, including but not limited to constructing or completing any and all of the agreed upon improvements should the Owner not complete those improvements by the date agreed upon. • Temporary Certificate of Occupancy. This section is not applicable. 7. NO INTEREST PAID. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the Escrow account. 8. CLOSING ESCROW. When the review has been completed or the project has been completed, the b lance of the Escrow, if any, shall be returned to (check one): Owner ❑ Applicant o Other Name: 'TOO b M _t- ,<: Street Address/PO Box: So 1 c2c.K LA.N� City/State/ZIP: 0a , wJ 5533< 9. CERTIFIED UNPAID CHARGES. If the Application is abandoned by Owner, 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. IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the day and year first above written. CITY OF ORONO: OWNER(s): lb BY: 9 �./ts. •or 4 !�• BY: / � � \IP ‘2t., , P'L`C r I January 2017 2 TODD A MISCHKE 2064 LU-CHIN MISCHKE Zan 39700 0 300 5682 NORMAN W MISCHKE ` , \ ss�000ssaz 3490 BIRCH LANE ORONO,MN 55391 Date Pay to the CA TS of_ O O $ 2 } %)Q orderof 1 Two " , KoNt . 70a DAuars el w*Amotom For 1:09 L0000 L91: 39 7000568 211' 0 2064 City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.018039 Apr 28, 2017 Todd Mischke Previous Balance: .00 Permits 3490 Birch Lane 2.500.00 101-22205 Deferred Rev-Developer Deposit Total: 2,500.00 Check Check No: 2064 2,500.00 Payor: Todd Mischke Total Applied: 2,500.00 Change Tendered: .00 04/28/2017 03:15PM CITY OF ORONO I I I II I II I I �� I I�1111I I II I II II 2750 KELLEY PARKWAY DATE ISSUED: 04/28/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 3490 BIRCH LA PIN : 08-117-23-43-0002 LEGAL DESC : BALDUR PARK : LOT 002 BLOCK 001 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT 2017-00428 PAID BY TODD MISCHKE APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 MISCHKE,MR.&MRS. Payment(s) 3490 BIRCH LA CHECK 2064 2,500.00 WAYZATA,MN 55391- OWNER MISCHKE,MR.&MRS. 3490 BIRCH LA WAYZATA, MN 5539 I- 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 are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date