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Home My WebLink About2016-00172 M . CITY OF ORONO * z 0 1 s — 0 0 1 7 2 * 2'750 KELLEY PARKWAY DATE ISSUED: 07/OU2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 3960 BAYSIDE RD PIN : OS-117-23-22-0015 LEGAL DESC : AUDITOR'S SUBD.NO.203 : LOT MB BLOCK MB PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 611,206.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND IN[TIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,217.92 PLAN REVIEW 1,201.20 MODERN CONSTRUCTION OF MINNESOTA STATE SURCHARGE(VALUATION) 305.60 621 MAIN ST NW ELK RNER,MN 55330- TOTAL 5,724.72 (763)200-6376 Payment(s) Minnesota State License#: BUIL-BC648528 CREDIT CARD 2369 5,724.72 OWNER LOVELESS, CHRISTOPHER&KATIE 3960 BAYSIDE RD MAPLE PLAIN, MN 55359- 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 fr�a period of 180 days at any time afrer work has commenced. The applica�t is responsible for assuring all required inspections are requested if�conformance wit�the State Building Code.This permit may be revoked ay`any[ime fo�due,c�use. � . � � ��J;� `�� ^J' � � � / pli¢an ermit ig ure Date Issued Signature Date i ; i v � . �, : . CITY OF ORONO ��, �� BUILDING PERMIT APPLICATION I FOR NEW STRUCTURES OR ADDITIONS �O A, Mailing Address: Permit number. 7�/�-�(� z �VO !qJ �� PO Box 66 `� � Crystal Bay,MN 55323-0066 Date received: 2 �-7 —� � �,�'' - Received by: �� y � � StreetAddress:' � � ,� I� _- _._ _ , -�--- _ ` �. G� 2750 Kelley Parkway �t;(�p Plan review fee: v� !qk£S H O�� Orono, MN 55356 �� -�� - -... � ' Main: 952-249-4600 Total Fee: LS / Fax: 952-249-4616 wv✓w_ci.orono.mn.us J (,l'(�J� This application form must be completed in full and all required infoRnation must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: j; , - �;�, �, ,{ Will this be a Parade of Homes, Remodelers Sho case Home or othe�Display Home? ❑ Yes o If yes,a special evenl permit is required with Police Department and City Counci/approval 60 days prior to the event. Shuttle 6us service wil/be required unless applicant demonstrates s�cient on-site parking is available. Non-permitted events wilf not be a!lowed. CONTRACTOR/APPLICANT INFORpAATION: Name: �r s� — �cc�<.r �;;�s�^��- �� /�t,�.�,�,x,..t=.� ,ric_ State License# F,G �,�t g ;3� Expiration Date: ,��,��- Phone: (cell) �/5� �� 7- l b�7 (office) 7� 3 -ac� -�>>c� Mailing Address: �� .wu:� s� .v,� City: C II� 4:vz.- ZIP: �5 3 t Contact Person: �s� �-��.1t,,.��x Applicant is: ��/ Homeowner (CircleOne) Email and/or Fax: � v� T / .,Z�SC � f c C%�i v r, 1,��.:�S �'-��-�t�, Y✓I✓7. L�%/'✓� PROPERTY OWNER INFORMATION: Name: �'�,t� �� .;;,�x I�sS Phone(day): 6�3 � �a9� 5�'!o E Address: �1��( L�(�.2 5h�;,,�z ikl,�; City: r�nit� j>(µ,� ZIP: 5 5 3 5� Email and/or Fax L.c��e y��, ��% �:�,{,,,,,�_; ( � c_r��-- ARCHITECT!ENGIN�ER INFORMATION: Name: � ,� t'1�.,�,�.�.t = Phone(day): '�� ; 7.�s� - G oC `i Address: ��;2`I �,,�,h�.t �-i,�; City:S�'r;�., Lk �� (c ZIP: 55`�3a Email and/or Fax: _�,� j/:� T j PROJECT INFORMATION: Descri tion of pro'ect: 1�f��-'�-' -- - 1.Type of Project 2.Proposed Use 3.Structur Type 4.Sewage Disposal 8 Water Supply ,�New Construction �ngle Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Singte Family with ❑Office/Commercial ❑ Relocation detached garage �'Residence �Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water *"Any earth movement may also require ❑Commercial ❑ Storage MCWD review 8 permits. ❑ Industrial ❑Warehouse �Private Well Minnehaha Creek Watershed District(MCWD) ❑Othel':(SpeCify} ❑ Other(speCify) � 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) � i�, �'Z�;`�� .��"j��,C'��;��: �+�-� ,�—�';,,-;�,�- .,� � Mo�� (��.. Last Updated: January 20J6 � d1 Z � Z� — � � ♦ ^ � STRUCTURE INFORMATION: � �:'��.��,ti '�,?(� , ��,� � 1.Structure Dimensions 1.Structure Dimensions(continued) a.Length(ft.)= Number of bedrooms= 2. Occupancy: b.Width (ft.)= Number of garage statis: 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached= 4. Type of Construction: d. 1 St Story = e.2nd Story= 5. Code Edition: f. '/z Story = g.Total Area= REQUIRED SUBMI7TALS: Ail of the information must be submitted in order for your application to be processed: Not Enclo d A licable ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ Com leted lication Form ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ O Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ Hardcover Calculations � e�� 5��L ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide atl information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of E500; • 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 altemative 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 govemmental 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 condltfons prevent the comptetion of an as-buflt survey at the tlme the Certiflcate of Occupancy is requested, a temporary Certiflcate of Occupancy may be issued upon recefpt of a 510,000 escrow to ensure c mpletion of the as-buitt survey and all site improvements. � _ ApplicanYs Signature: �"� ! � Date: � � � � � Owner's Signature: Date: Last Updated: Jan ry 2016 w �`+� � PL•AN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS F: �"�'' ; �ry I" �� Address: J"`��,�v,�)� � Permit No.: ��v! -v��Z-- Description of work: N{M► t'1�J(�(�� Date Rec'd: �'�1• � 1� Septic review by: Date Approved: � ��i-��— �- Zoning review by: Date Approved: • _ Buitding review by: Date Approved: •�:. Grading review by: Date Approved: �' �"� S4 Zoning District: Zoning File#: Reso#: Reso Date; A �oning: Lot Area: � SF/��C Width: Lot Coverage: SF % Survey Submitted: Yes 0 Ido Date of Surve�r: t' � 'l� Revised date(�:� 5 '� � 't �,, � �1 Landscape pian submitted? � Yes �No l.andscaper: ��-- ��1�,�.�{'C�A �n� Pro osed Setbacks: Ob �.q��- � Front( ej Rear(S et)� ( N � E W� ( N S E W } Other-SE3�rnam9s Wetland m � 5ide Si�e b �. � � , � � �� Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Confour) � imeter ' r feet)= 0%_ . be{o ement? [] No, Stories FOR A 8UILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUIL,DING dN A SLAB FOUNDATION: ° The distance between the lowest pwposed Slab at or above grade— StART WITH floor(of the basement or esawl space)and measura from his�hest exisdno � ' �l� y�� the highest point of the roof. rade to the highest point of the ! � START WITH roof even ff fil{was broughi in ta �{.. �� elevate home. : If you have a._ SUBTRACTION • GABLE OR HIPPED ROOF{no ; Slab befow grade—measure �' (BASED ON windows}: Subtrad half the disfance from highest existing grade to the ROOF TYPE) betwaen the highest poirrt of the roof hi Mest int of the roof. �`.;'�;' � io the tow point of the corresponding ff you have a._ t'` gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BAS�p ON (no windows): Subtract half < the distance between the � " �� : windows): Subtract half the distance ROOF TYPE) highest point of the roof to _ between the top otthe highest the Iow point of the window and the highest point of the corresponding gable or roof hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HfPPED ROOF mansard,etc):No subtraCtion. (with windows): SubVaCt SUBTRACTION Subtract the distance between the half the disiance between (BASED ON basemenUcrawl space floor and the the top of the highest n'�� EXISTING highest existing grade adjacent to the window and the highest Y � GRADES) foundation OR 10 feet(whichever is less). point of the roof ,�� ALL OTHER ROOF TYPES (flat,mansatd,etc):No EQUALS Defined building height subtraction. �/i,(',� Deflned bullding helght 1�1 � EQUALS � Updated: October 2015 : -, , _ , . ` z:lforms�plan review checklist 10-2015.docx � ' : > g.� -�'�*' s; Average Lakeshore Setback Shoreland District MCWD Permit �et� Bluff , C7 Yes No P��t Number: � ^ (,� 0 Yes � No N/A � Ye�o � � N/A—see attached Setback: Stormwater Quatity Existing Proposed Overlay District Tter Hardcover Hardcover Variance Required CUP Required circle one % and s % and s 0 Yes No 0 Yes No 1 2 3 4 5 ��f/� ----� Type{s): Type{s): �i `b Fees to be Char ed YES NO Fertnit l/ Plan Review �/` Sta�e Surcha,rge (/' r ,_ Investigation Fee 1/ � SAG—Nuinber of SAC Unets , _ 1/` ; Other(specify) i S uare Foota e $ er S uare Foota e , Basement j X �, ,G, _ , $ Z/�' 1n Floor � . X = $ �j� �� .�Q � 2nd Floot' X QQ� _ $ � � � , � Garage X ,� � _ $ � Estimated Construction Va{ue: $ ��_��j Orono Inspections Required Work Requiring Separate Permits � `� Footing � Sife (umbing ❑ Grading/Fi{iing , Poured Wall Silt Fence/Erosion Controf Mechanica! C7 Fire Foundation Survey L7 Hardcover Ramoval 0 Septic � Water Connection Foundation Waterproofing ❑ Other(specify} Frceplace ❑ Sewer Connection Framing ❑ Masonry � Lawn irr+gafion {nsulation �A€g. ❑ Landscaping As-Buitt Survey �Other(specify} Final , � Lathe Required Stafe Permits , _ - 4 O Ofher(specify) � Welt Eleetrical �, � � REMARKS (in-house): f � k � f � �: ! OF ICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: - `'` }k .� i See Buifde . Acknowledgement Form � o releas of esc ey an as- ' rv calcul � . { � f I. ; , F � Updated: October 2015 . r\fnrmclnl�n ro�iiAw rhorklict 1(L9M�,rinrr -. ` - . �• Builder Acknowledgement Form Permit #2016-00172 / 3960 Bayside Road Builder Representative Name: �SSi Cc� E{G:Y�S�'>'� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order I �/ will be issued. �J Schedule a minimum of one hour for the framing inspection. �� Erosion control mechanisms must be installed and inspected by the City prior to any land � disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to H inspection. Erosion control shall be installed and maintained throughout the entire project and must 1I remain until vegetation has been established. J `� A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning J.�-� and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. � ( � '""I Prior to the issuance of a Certificate of Occupancy an as-built survey must be submitted and / approved. � �I In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of � i / Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. r � Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work �� 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 � I--f approved prior to construction. w:\street files\bayside road\3960\builder acknowledgement form 2016-00172.docx r tiI .yt �!).',� � '�� - 1 ✓( �� g � � �1��y 1�,4 ..- SV. � ly�` �. s�1\` �-Y.�L.�4 �..�._ ' �`'! �� a�. , � �r �" � �� ;��i` - 1ti, , �"_�A��= � ��} , • �� "�'� ; .�t:... — ,� � , � �tr ,. �: ! � (� � �f � ' �� i�t a�. '�4'itiA.�j� F��'; � �� 1 � � ,It � ; �� i �� - rm�nn�R�� ,� �� +�., Iii F,�am: �1�,'!� �"�°�` ''� r f,, ,t,� �..� ��r �a" �� .�� ri��( 1��/,■M ��..; ,N� t�.�4,�5 r:.;• !■t�.i k1a.;. �-.,_� � �E! r� � f.._ r '�i� '��J(� � I��W! � �� _ I ��i� t l� '�! ;,a . ��SI � a ��a.`Y �4 1 1 f I�.# K, '� eu�'iM9 "�> '�w. �6'd I �'�4, � �I� ��I�F�I � �,��' �:.' 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"3`�^!'Tr'�!3^.!"g''^�T"."-r .."R.��T'JCt • •.r...'^C:T�.`[S`"�f�'_ _ _.. . . Christine Mattson From: Christine Mattson Sent: Wednesday, June 15, 2016 9:36 AM To: 'jesse@modernconstructiomm�.com' Cc: 'Iove470@hotmail.com'; 'gprasch@lotsurveyscompany.com'; Roger Peitso Subject: 3960 Bayside Road /#2016-00172 Attachments: letter.pdf; Hennepin County map.pdf Jesse, Attached is a copy of the letter and attachments being mailed today. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono ; MN "": 55356 (physica/addressJ PO Box 66 ' Crystal Bay ; MN ! 55323-0066 (mailing addressJ �' 952.249.4620 ; � 952.249.4616 � cmattson@ci.orono.mn.us ; � www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday, September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,July 4, 2016 1 Christine Mattson From: Adam Edwards Sent: Thursday, June 23, 2016 5:27 PM To: Christine Mattson Subject: RE: 3960 Bayside Road/#2016-00172 Approved. From: Christine Mattson Sent:Thursday,June 23, 2016 2:47 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: 3960 Bayside Road/#2016-00172 Adam, We received a building permit application for a new single family home at 3960 Bayside Road. Please review and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN !, 55356 (physical address) PO Box 66 ` Crystal Bay '; MN 55323-0066 (mailing addressJ `d' 952.249.4620 1 8 952.249.4616 � cmattson@ci.orono.mn.us I � www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE W/LL BE CLOSED: Monday,July 4, 2016 1 �o�o CITY OF ORONO ,>, �, Street Address: Mailing Address: Telephone(952)249-4600 �' G� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 F l.q ts, Orono, MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us k�sHo� June 15, 2016 Jesse Hartung Modern Construction of Minnesota, Inc. 681 Main Street NW Elk River, MN 55330 Re: Building Permit Applitation#2016-00172 3960 Bayside Road While reviewing the building permit application for a new single family home staff noted the following items to be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Setbacks. According to City Code definitions, the front of a lot is determined by the portion of the lot that abuts a public or private road. According to the information attached, the lot does not abut Bayside Road, therefore the front of the property is defined as the side abutting the easement/driveway area. In the RR-1A zoning district the required setback is 100 feet from the front;the survey shows the proposed house to be 92.4' from the front. Below are possible solutions: a. Move. Move the house to the east to meet the 100' setback; or b. Combine. Have the property owners submit a request to the City to combine the property they own to the south (PID 05-117-23-23-0045) with the house site lot. This would change the front of the lot to be Bayside Road and the 100'front setback and SO'side setback would be met. 2. Certificate of Survey. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards (enclosed)addressing the following: a. See the setback question above (#1). b. The top of foundation elevation is NOT shown on the survey. Please have the surveyor call out the top of foundation elevation as well as show the point or spot where the top of foundation elevation is in reference to. Please note, we expect the location to be consistent when submitting the foundation as-built survey. c. Please have the surveyor call out the First Floor Elevation (FFE). d. There is a boulder/retaining wall shown on the survey. It is existing? To be removed? Please provide clarification. If the retaining wall is proposed, please show top and bottom of wall elevations. e. Please have the surveyor show the entire structure to be constructed, i.e. add front stoop and porch and also show the patio landing outside patio door on the survey. A sidewalk should also be shown from the driveway to the front door. See Landscape Plan requirements below (#4). f. The proposed driveway off the existing gravel driveway does not appear to be shown in a functional configuration for maneuverability. Please consider the configuration proposed and revise as necessary. g. The survey should show the proposed and alternate septic drainfield locations. Please note,our engineer has not reviewed the survey,so additional comments may be forthcoming. June 15,2016 3960 Bayside Road Page 2 of 2 3. Building Height/Number of Stories. Please note, we have not reviewed the building height or number of stories calculations due to the incomplete information (called out above) and the possibility that the location of the structure may change. 4. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all t proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. The plan �(�� should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, V �� retaining walls shown on the landscape plan should also be reflected on the survey. � 5. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. While we acknowledge the receipt of$2,500 escrow from Modern Construction please be aware per the City's policy the money will be refunded to the property owner. 6. Separate City Permits Required for: a. Septic Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO � �l��r i Christine Mattson Planning Assistant c via email Jesse Hartung Chris Loveless Greg Prasch,Surveyor Roger Peitso, Building Official enclosures ' � , � Christine Mattson From: Roger Peitso Sent: Monday, June 06, 2016 2:00 PM To: Jesse Hartung Cc: Jeremy Barnhart; Christine Mattson Subject: RE: Bayside Rd Final Septic design Have the septic sites the Steve has found fenced off with silt fence or snow fence and verification that he found 2 sites will be good. We can verify the fencing at the same time we do our pre-walk through inspection you will need to schedule as part of the demo permit. Roger From:Jesse Hartung [mailto:jesse@modernconstructiomm�.com] Sent: Monday,June 06, 2016 1:49 PM To: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: RE: Bayside Rd Final Septic design Sounds good, would it suffice to have Steve call and confirm he has 2 viable sites to release the demo permit? J��s� s a n President Direct: 952.217.1627 Email: jesse@modernconstructiomm�.com �CCI fl��'i��#101'� �� Oi'�� riG. Office: 763.200.6376 � Fax: 866.259.8354 621 Main ST Elk River, MN 55330 www.modernconstructiomm�.com From: Roger Peitso [mailto:rpeitso@ci.orono.mn.us] Sent: Monday,June 6, 2016 1:43 PM To:Jesse Hartung<jesse@modernconstructiomm�.com> Subject: RE: Bayside Rd Final Septic design Jesse, The demo permit is separate but I need a septic design in hand before I can issue a demo permit.The first design was accepted on the premise that it was not to close to the property lines and it was to close. I need to know that we have 2 viable sites.Any questions please call. Sincerely, Roger 1 ' . . , From:Jesse Hartung [mailto:iesse@modernconstructiomm�.com] Sent: Monday,June 06, 2016 1:28 PM To: Roger Peitso <r�eitso@ci.orono.mn.us> Subject: RE: Bayside Rd Final Septic design Roger, I meet with Steve onsite this morning and he is working on everything. He will not have the design to us until early next week which delays the project quite a bit. I understand we need a permit for the house before we can start but isn't the demo permit a separate permit and a standalone project? I would really like to get the guys to complete the demo late this week so we do not have any additional delays and we will hold off on starting the new house until the building permit is ready. I believe Kothrade submitted for a demo permit. Any help would be much appreciated. Thanks. 1�� . ar#ung President Direct: 952.217.1627 Email: jesse@modernconstructiomm�.com �der� ��r�s��tion �f ir��t�� n�g Office: 763.200.6376 ( Fax: 866.259.8354 621 Main ST Elk River, MN 55330 www.modernconstructiomm�.com From: Roger Peitso [mailto:rpeitso@ci.orono.mn.us] Sent: Monday,June 6, 2016 10:30 AM To:Jesse Hartung<lesse@modernconstructiomm�.com> Cc:Admin <Admin@modernconstructiomm�.com>; Christine Mattson <CMattson@ci.orono.mn.us>;Jeremy Barnhart <jbarnhart@ci.orono.mn.us> Subject: RE: Bayside Rd Final Septic design Jesse, As we talked about on the phone I won't be able to issue until I see the design for the septic system.Any questions please call Sincerely, Roger From:Jesse Hartung [mailto:lesse@modernconstructiomm�.com] Sent:Thursday,June 02, 2016 3:26 PM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc:Admin <Admin@modernconstructiomm�.com> Subject: RE: Bayside Rd Final Septic design 2 Roger, I left you a voicemail on this too. I have Steve Schirmers from SP testing meeting me onsite mid-morning Monday. I am hopeful we can get the design turned around in a few days. Wouid it be ok to start the demo on Tuesday as long as we don't start the foundation work until the septic design has been approved? J�ss� ti artur�� President Direct: 952.217.1627 Email: iesse@modernconstructiomm�.com o �r� �nstr�z��i�n of inn�so��$ ��a Office: 763.200.6376 � Fax: 866.259.8354 621 Main ST Elk River, MN 55330 www.modernconstructiomm�.com From: Roger Peitso [mailto:rpeitso@ci.orono.mn.us] Sent:Thursday,June 2, 2016 10:40 AM To:Admin <Admin@modernconstructiomm�.com> Cc:Jesse Hartung<jesse@modernconstructiomm�.com>; Jeremy Barnhart<Ibarnhart@ci.orono.mn.us> Subject: RE: Bayside Rd Final Septic design lessica &Jesse I have mailed a copy of this plan review letter to Janene and I will call her after I have sent this email. Please read this letter,the biggest thing that needs to be addressed is the location of the property line and an accurate site plan with the elevations shown relative to the proposed house because you are so close to the property lines there needs to be an accurate depiction of the septic system.The septic sites are supposed to be 20 feet from the property lines,there is not a definite measurement given. I thought Janene moved the sites farther away from the property line then originally proposed?Any questions ptease call. Sincerely, City of Orono Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 ' f�`�NCj,.. { � �t` t`� ,{�,��t�.�, 3 From: Admin [mailto:Admin@modernconstructiomm�.com] Sent: Monday, May 16, 2016 9:39 AM To: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: Bayside Rd Final Septic design Hi Roger I have attached a copy of the final septic design for 3960 Bayside Rd if you need anything else just let me know Thank You �essica H��s Administrative Direct: 763.200.6376 Email: Admin@modernconstructiomm�.com � err� Constr�a�tion of Min�esot�, I�c. Office: 763.200.6376 � Fax: 866.259.8354 621 Main ST Elk River, MN 55330 www.modernconstructiomm�.com 4 / June 2, 20 �� n� /�� u G anene Faust �`/' JP Services PO Box 388 Milac M 3 RE: Septic Design 3960 Bayside Road We have completed a preliminary plan review for the above-captioned project and find the following Items that must be addressed in writing before a permit can be issued: 1. City of Orono requires 2 perc test per septic site,Code Sec.58-50(1)b 2. Chapter 7080 of the Minnesota rules requires 3 soil boring per treatment area, Rule Section 7080-1720 Field Evaluation Subp.4. Soils observations. 3. City of Orono requires a minimum of 1250+ 1000 Gallon Septic Tanks for a 5 bedroom design per Code Sec. 58-50 (2)b. 4. City of Orono requires a minimum 75%capacity for a Pump Tank, so the minimum size would be 750 gallons plus 560 Gallons(75%) equals 1300 minimum for the pump tank, per Code Sec. 58-50 (2)c.l.iii. 5. This design is partial and does not have the sizing of the pump. 6. The site plan does not show elevations relative to the proposed home as required by City of Orono Code Sec 58-50 (1)c. 7. Site plan does not show distance to property lines and property line location verification must be completed before locations of treatment areas can be approved. 8. The septic treatment areas need to be fenced off and protected, per City of Orono code Sec. 58-50(4) before demolition of the existing structure or the building of the new home can begin. 9. "Standard System" is required by City of Orono Code Sec. 58-46 Permits (b). Is there areas where a Type I systems can be installed or do you need a variance from this code section? 10. A 20 foot setback is required to the property lines for the absorption area by City of Orono code. Additional comments may be identified following review of updated information. Please call if you have any questions. Rega rds, Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 _ -- - _—..�__ _\ .� � � CC:Contractor,Jesse Hartung ) � � ,� � (j� � � � - - � � � � Enclosures: 58 50, 58 46 / Roger Peitso From: Roger Peitso Sent: Tuesday, April 12, 2016 5:03 PM To: 'Jan' Cc: 'Iove470@hotmail.com'; Christine Mattson; Melanie Curtis (MCurtis@ci.orono.mn.us); Jeremy Barnhart Subject: 3960 Bayside Road Attachments: ARTICLE_II._ON_SITE_SEWAGE_DISPOSAL.pdf 1an, I tried to complete a soils verification today but the proposed system was not staked out. None of your soils boring were flagged either so I was unable to locate you proposed site. Our City ordinance requires that a second site must be located on the property and that 2 perc tests are conducted on each site.There were no perc tests attached to the design I have in hand. I have attached a copy of our City Ordinance that can also be found on our website. I will need these items addressed before we can issue a building permit. 1. Provide a site plan showing the locations of soil borings and perc tests. 2. Identify a second septic site and stake out the rock bed for the primary site, at least the top corners. 3. Identify the locations of the soils borings on site. 4. The sites also need to be protected with a silt fence or snow fence to prevent heavy equipment from driving on the sites. 5. The protection of the sites will need to be completed before a demolition permit can be issued. Any questions please do not hesitate to call Monday through Friday 8:00-4:30. Sincerely, City of Orono Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 ,��` � � � i ti,Ni� ti F 4 �"*,�"��,r.��a*�`°'.,�''� 1 , . Permit Application: 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 �;�� l �i`� �� P�an Review Fee Paid '� � � I�� -� �� . � Signed Escrow Agreement & Escrow Payment �' Building Plans (to scale) x2 �y>> �^`,�. Certifcate of Survey (to scale} showing the proposed project &�J .✓ meeting all requirements x2 �� - � ��C.. � .� ��.Y��`�� 1�' Hardcover Calculations (if applicable) ��;l� ,�� J r l, I am aware that Orono will not issue a building permit without a � copy of MCWD permits (or documentation from the MCWD stating �,� L� the pro osed pro� ct does not trigger their permitting ,��.�� requ�re ents). �rill contact the MCVVD at 952 471 0590 yv� regardi g �roject. Signed by: -, __ � ,� Address: � �� -' � � �� `�`--� Permit #: ��Z'i/��-�/� � Last Updated: Jawary 2016 ��Erv�� New Construction Energy Code Compliance Certificate F�� 2Qj6 � Per N1101.8 Building Certificate.A building certificate shall be pos[ed in a permanently visible location inside the Date CertMlcate Posted building. T'he certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.5. Cj TM �� Mailing Address of 11�e DweWng or DweWng Unit Cily � �1 60 �. 5�r,� ��.,.�1 Q�roy�,o ,�►�� logo here 1Vame of esiden[lal Contractor MN LicenseNumber p�� Cprsd"r�w� o,� yv`�k�..[-5�.�c, i..c; , b�o'� THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply Passive(No Fan) o „ Active(With fan and monometer � �� ` °' or other system monitoring �� p � device) � o � -- � � � a d � � '° V � 'v 5 W W m °' �, � h a .n � � o h h o d u. �' Insulation Location � .� z � � U �' � w � �a o �n �n � � � .o .d o N o a a o 0 5 on a"G H .� z w w w w � u: u: Other Please Describe Here Below EnHre Slab R-10 X z^ Foundation tii'all R-32 X icF Perimeter of S}ab on Grade X Rlnt Jolst(Foundation) R-21 X Type in locatfon:interior exterior or integral R��n Joist(1'�Floo�'+) X Type In IocaUon:interior eMerior or integral wau R-21 X ceu;�►g,t�e R-50 X Ceiting,vauited R-50 X Bay Wlndows or cantilevered areas X � Bonus room over garage X De.9cribe other insulated areas Windows 8�Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space Solaz Heat Gain Coefficient(SHGC): 0.66 R-value MECHANICAL SYSTEMS Make-upAir SelectaType Appllances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Geothermal Geothermal r�s��e Manufacturer GeoComfort GeoComfort Powered Ixrterlocked with e�aust device. Model GCT072 GCTd72 Describe: Input in 86,000 Capaciry in so output in 6 Other,describe: Rating or Size B�S: Gallons- Tons: Heat Loss: 85,151 Heat Gain: 33,783 Location of duct or system: Structure's Calculeted AFUE or 4.0 COP% SEER: 27.3 EER HSPFib Calculated 36,780 EfScienc cooling load: Cfm's "round duct OR Mechanical Ventilation System °metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.rivo fumaces or air Combustion Air Seled a Type source heat pump with gas back-up fumace): 0 Not required per mech.code Seled Type Passive Heat Recover Ventilator(HRV) Capacity in cfrns: Low: 66 High: I50 Other,describe: Energy Recover Ventilator(ERV)Capacity in c&ns: Low: High: I.ocation of duct or system: Continuous exhausting fan(s)rated capacity in c&ns: M@Chf11C8� I'OOfTI Location of fan(s),describe: 40 Cfin's Capacity continuous ventilatian rate in cfins: 6" "round duct OR Total ventilation(intemiittent+continuous)rate in cfms: 66-150 "metal duct �� Load Short Form Joe� � � ��NN Entire House Date: Jan 06,2016 6EOTMERYAL i MECN��IC.tL Y' Massmann Geothermai 27944 96th St NW,Zimmerman,MN 55398 Phone:763-389-0376 Fax:763-389-0386 Email:jason@massmanngeothemial.com Web:wwovmassmanngeothermal.com � • ' • ! For: Modem Construction, Loveless FEB � 7' 2Q16 Orono, MN CITY OF ORONO � - . . . Htg Clg Infiltration Outside db(�) -22 97 Method Simplified Inside db(�) 72 75 Construction quality Semi-tight Design TD (`F) 94 22 Fireplaces p Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/Ib) 41 50 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Enertech Manufacturing LLC. Trade Trade Modei Cond AHRI ref Coil AHRI ref Efficiency 100AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 � Total cooling 0 Btuh Actual air flow 1552 cfm Actual air flow 1552 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Main Zone p 1655 25555 15258 512 710 Upper Zone p 1910 26330 12521 528 583 Sport Zone p 456 11558 3188 232 148 LowerZone p 1655 13999 7385 281 344 (Unconditioned) p 925 0 0 0 0 Entire House d 6601 77441 33120 1552 1552 Other equip loads 7710 0 Equip. @ 1.02 RSM 33783 Latent cooling 2998 TOTALS 6601 85151 36780 1552 1552 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �. wri htsoft¢ 2016�Jan-0615:2118 �_ 9 Right-Suite�Universal 2015 15.0.13 RSW0282 Page 1 � Project1.rup Calc=MJ8 Froni Door haces: N Project Summary Job: �� MASSMANN En tire Ho use Byte: Jan O6,2016 6f0TNEPYAt i MEC�i�M1Ul Massmann Geothermal 27944 96th St NW,Zirrvnerman, MN 55398 Phone: 763-389-0376 Fax: 763389-0386 Email:jason@massmanngeothermal.com Web:wwyvmassmanngeothermal.com � � ' • • For: Modem Construction, Loveless Orono, MN Notes: '� � • • • Weather: Minneapolis-St. Paul, MN, US Winter Design Conditions Summer Design Conditions Outside db -22 � Outside db g7 � Inside db 72 � Inside db 75 � Design TD 94 � Design TD � � Daily range M Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 77441 Btuh Structure 33120 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (154 cfm) 7710 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 85151 Btuh Use manufacturer's data n Rate/swing multiplier 1.02 Infiltration Equipment sensible►oad 33783 Btuh Method Simp►ified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 2998 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft� 5676 5676 Equipment latent load 2998 Btuh Volume (ft� 41923 41923 Air changes/hour 0.25 0.13 Equipment total load 36780 Btuh Equiv.AVF {cfm) 175 91 Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Enertech Manufacturing LLC. Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 100AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature nse 0 � Total cooling 0 Btuh Actual air flow 1552 cfm Actual air flow 1552 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.92 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. „� WI-i htsoftm 2o�s-�an-os�s:zt:ts �� 9 Right-Suite�Universal 2015 15.0.13 RSW0282 Page 1 Project1.rup Calc=M,18 Front Door faces: N Load Multizone Summary Report Job: � ` � � �� M�N Date: Jan O6,2016 � 6FOiMENYAL 3 YECMII�I�At Y' Massmann Geothermal 27944 96th St NW,Zimmerman,MN 55398 Phone:763389-0376 Fax: 763-389-0386 Email:jason@massmanngeothermal.com Web:www.massmanngeothermal.com • Heating Cooling ZOI�iE NAME Volume ACH AVF 1-iTM Uo1ume ACH AVF HTM ft' cfm Btuh/ft2 ft' cfm Btuh/ft2 Main Zone 14895 0.23 57 4 .1 14895 0.12 30 0.5 Upper Zone 17190 0.25 71 4.1 17190 0.13 37 0 .5 Sport Zone 5700 0.33 31 4 .1 5700 0.17 16 0.5 Lower Zone 4138 0.23 16 4 .1 4138 0.12 8 0.5 (Unconditioned) 0 0 0 0 0 0 0 0 Entire House 41923 0.25 175 4 .1 41923 0.13 91 0 .5 � wri htsoftW 2016-Jan-0615:21:18 1. 9 Right-Suite�Universal 2015 15.0.13 RSW0282 Pa9e� �� Projectl.rup Calc=MJ8 Front Door faces: N • , • • � - �f ROOM NAME Area [-Itg load Clg load HtgAVF C1gAVF ft2 Btuh Btuh cfm cfm Morning Room 104 5742 4367 115 203 Living Room 376 5578 4387 112 204 Kitchen 364 308 56 6 3 Office 195 4237 2751 85 128 Porch 121 2013 354 40 16 Mudroom 143 2036 364 41 17 ML Stairs 104 1493 1312 30 61 Dining 132 1945 348 39 16 Entry 116 2203 1318 44 61 Main Zone 1655 25555 15258 512 710 Upper Hall 155 347 166 7 g Upper Closet 22 41 22 1 1 Laundry 111 209 111 4 5 Master Bedrom 184 3028 2630 61 122 UL Hall bath 90 1267 275 25 13 Master Suite 272 4749 2981 95 139 UL Stairs 104 927 228 19 11 Master Closet 153 2392 508 48 24 WIC 3 64 1503 301 30 14 Bedroom 3 210 4785 2027 96 94 Bedroom 2 230 2585 1447 52 67 Bath 1 75 598 152 12 7 Bedrooml 240 3897 1673 78 7g Upper Zone 1910 26330 12521 528 583 Sport Court 456 11558 3188 232 148 Sport Zone 456 11558 3188 232 148 Mech Room 150 1466 95 2g 4 Theatre 363 2574 415 52 19 LL Stairs 96 537 30 11 1 LL Bath 78 411 23 g 1 LL Bedroom 192 2454 1664 49 77 Family Room 408 676 8 14 0 Game Room 104 3626 3509 73 163 Storage 77 661 42 13 2 Exercise 187 1594 1599 32 74 Lower Zone 1655 13999 7385 281 344 Garage 925 0 0 0 0 (Unconditioned) 925 0 0 0 0 Entire House 6601 77441 33120 1552 1552 .� wri htsoft$ 2016-Jan-0615:21:18 1. 9 Right-Suite�Universal 2015 15.0.13 RSU00282 Page 2 �� Projectl.rup Calc=MJ8 Front Door faces: N �' Hennepin County Property Map Da te: 6/6/2 016 ^��a 1 ... .t ' � "r� "`d" • r i ; • ' . � ►R'� . �� L. .�' .��^�� +Yn,.� �, �� ~ Is �utl R �• J,"; '�l' •�`• ' '�,,,: ,�r,�,�t�> , a . a��. �y .4 � "� �"�a�t:�:�,. �� k 'f x .-S'�:� � • . . . �� ' .i"t,�. .�� y .� � �. , `'�'�.y �� : V' I� 'Y � �ir�-..; �41i �y�'f;. �' . 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W :.,.°�'�F.i '�'�� , =,��'4��►�� r ...�`X . � sl : ,,,, � �, �"� n,� p �q, '�-. •, +e,t � �'- � �� ` �;._ ��. .-k;U ^�w. � � ��...� � ,fi' � -v � a ^* ` �w?4 �?"- y v'.� �d" �� .-� ,+i�' ;"� A�� , �r' .. � ��y+y�t .�d:' � �._ ��w �' ^n.1.�•�j�..r r��.:,� �i�o�r..i`� _._ �sc:=_ .. . � t;`��:� �=� . '4{ ` ��:� inch = 100 feet � - �, �;� 1 PARCEL ID: 05 11 7 23 220 01 5 Comments: OWNER NAME: Christopher/Katie Loveless PARCELADDRESS: 3960 Bayside Rd, Orono MN 55359 PARCELAREA: 10.19 acres, 443,823 sq ft A-T-B:Abstract SALE PRICE: SALE DATA: SALE CODE: This data(i)is furnished'AS IS'with no representation as to completeness or ASSESSED 2015, PAYABLE 2016 accuracy;(ii)isfurnished with no warranty of any kind;and(iii)is notsuitable PROPERTY TYPE: Residential for legal,engineering or surveying purposes. HOM ESTEAD: Non-Homestead Hennepin County shall not beliable forany MARKET VALUE: $423,000 damage,injury or loss resulting from this data. TAX TOTAL: $5,193.80 COPYRIGHT OO HENNEPIN ASSESSED 2016, PAYABLE 2017 couNrY 2o�s PROPERTY TYPE: Residential HOMESTEAD: Non-homestead MARKET VALUE: $423,000 �," .� __ � p` � �.}v �� ^� .d S @�� "1 tr � m � " � a s ',�� r,� �..�,�,� `�p .a �,� a : f,. . � �� 4 � � �� . ;�� '�, a �� %pNo � � � � � . ,� � r ., �.� : , w,- :� , � i ,� �. . ��y�.v�r4 i ' � ' �,'�'��, �_ �� ,._� t§ ;; �. I ftl �'�!,+,�d l ,� .� ..�, �a �► �� ' � , , : - � ��; � � ''�r� �i �i G ,. �� / '�,�-� ��FE.' c SH F�� --- R � T Legend �3 �. , ��'� � �� -�'= Railroad �'� �� ,� „�_- '�'�'�� City Limits �`" �' `' �� ❑ Parcels(2-1-2016) � � �°'�� I � y � l � `�� . :� 3µ� • �'- Wetlands ,�� Preserve-W' � ..�� .r. 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A r ., T <.:. $ ,�� 1} --_ � �..,. {. . .,'Y+" � . i � �1 z I ti � � . 1 � ` I � a 4 y t �r �_., v �. - . \ �� '' . �� * 3 �' '�0' � � <�� ,. k� �� `°`� � � �e�� ,l r �'' ,�� ' b o� � " � -�`� `� �.. _.� � 1 6 +�. �y � � !`� ��i�' . _� .� .� � ��.¢ r�,:� :�,� I. ..�.. . . .� , �- . , � ,.. . ,..., ...� • & �� ,' . `-„� ^ „ ' . �y4 � , . �L^4i� ! \ '�:6�%�� . _ � ��,� == '�� 3960 Bayside �� ;i�{ � �� l � . � � , Q .,. s�� Y`� `` Road Z , , ' � �qYSIDE RD ti�s• �� F— o�.��e�m�,: -, .� t . . < - � ---- -------� �� -� � This drawing is neither a legalty recorded map nor a rvey and is not intended m be used as one.This drawing is a mmpilation of records,information,and data 0 323 Feet e located in various ciry,countV.and state offi<es,and other sources affecting the area shown,and is to be used for relerence purposes only.The City of Orono is not �O Bolton&Menk,Inc-Web GIS 2/18/2016 4:18 PM .>��<�ni.r�,a��a��.a��.�nP.a��ra��.n � �' ' Hennepin County Property Map Da te: 6/6/2 016 yY'f,.�+�,ca�$,r'l�', ,�+t.f i ."ac�LI ti� s —''2�; s �£ "ri +a q�, �fi` j i�k :� c f a . . y " s� ��'�*` +x_�r�^1"' i� � . ��. �" '�r> �5�':xa► a ,�>�.. - ��,�.�� l��ty��` - Y� �x � ` ' � ..� .. ,:. �� . . ��",�'++- ��-_� ,�.~+ `M ? iw � -. 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'�. }Y� .. � __; . ��vy�� a q' � �.. +1 �I(�j�,�`�'`'�r*�...�. � - �-` "' +� ,�t _ ��'`.�� ' �;'�1.� �� °��,�� : . - s. �.Wt . � . �.��,=a,i��'�,. : t��S. �.� y� '.� .�".a' ti..� � �� t �= .�.�-�,••,` :'�' �'� � `��' a �" �_�. -�=�'#'"°� 1 inch =400 feet ��, Y� "--�=`-� .c3 � PARCEL ID: 0511723220015 �� j�_ �� _��_d� Comments: OWNER NAME: Christopher/Katie Loveless �� / �f PARCELADDRESS: 3960 Bayside Rd, Orono MN 55359 PARCELAREA: 10.19 acres, 443,823 sq ft �(I � � �� A-T-B:Abstract SALE PRICE: SALE DATA: SALE CODE: This data(i)is furnished'AS IS'with no representation as to completeness or ASSESSED 2015, PAYABLE 2016 accuracy;(ii)isfurnished withno PROPERTY TYPE: Residential warranty of any kind;and(iii)is notsuitable forlegal,engineering orsurveying purposes. HOM ESTEAD: Non-Homestead Hennepin County shall not beliable forany MARKET VALUE: $423,0�� damage,injury or loss resulting from this data. TAX TOTAL: $5,193.80 COPYRIGHT �OHENNEPIN ASSESSED 2016, PAYABLE 2017 courvrv 2o�s PROPERTYTYPE: Residential HOMESTEAD: Non-homestead MARKET VALUE: $423,000 �ac�c� �� s�o�-- ��aoC...� � �� Y�� —N�( tN�,I-l�� h o�v� � �� .��y�5� �� :�ess-� ;�Z�-��,� �� b�v;��E� �y s�a� ��6 � � �- � % ,�� G�� .-�s-►� �c� �t,b��ca �worKa w/ .�—�. To�o� ►ur a�f s�,�,�c, ,�ao,�s r�Q,�c�d f-- wt�(;�.tid Ol�l ilUtOchOYt . . , 2`Ik' I�o �'� r y' / l�l � }�� - � � n � w �� om► 4-�.d i � °� / k- ccNt.-�.c�- ce c. �� J��.� �.olsu'. n �� l� �� , �;-�.� ,��, �� a�s � �� e �� e �� ;� � �t� � �� / � 5�� % �J DATE TIME CI�OF RONO CALLED IN INSPECTION NOTICE SCHEDULED _��''`�� ___�'�� PERMIT NO. �1�l�G "'D��7� COMPLETED ADDRESS � � L�' �% �-�-ti�.� � � � OWNER TELEPHONE O. � �'J ��' ��l'�6P CONTRACTOR �%� <7 p h F� jt,��. � 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 Rf ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINA� ❑ 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 ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � r �'J � W a � J O , � L 1�' � � -�e ✓� � �r a7 0�it � S G t� r l�i 7La'h � -��i 4 7� .S ! �� S 1�t"c° W � � z l� < ec � -� `n w � � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEF COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL REfURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContrac on site: Inspector. White Copyllnspector's File Canary CopylSite Notice f '�� DATE �TIME .�(V"� CITY OF ORONO CdLLED IN INSPECTION NOTICE �J 7 c�SCHEDULED (p�� ' PERMIT NO. ��.%J�7"� L`� COMPLETED � ADDRESS C � \ � OWNER TELEPHONE N 3 �'�� CONTRACTOR f � ' � DESCRIPTION / �n 7�!V � r��-e �� ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ TIC INSTALL � OWNERICONTFiACTOR TO MEET YOU:' YES_NO �--------� v�i COMMENTS: � W a � J O ). � O � W � - . Q � � i- � � W ( \ � � � - j O ❑ SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �600 OwnerlContractor on site: '`� Inspector. , � . White CopyAnspecto�'s File � Canary CopylSite Notice i; �� DATE TIME CITY OF ORONO CALLED IN _1�� — INSPECTION NOTICE �� SCHEDULED / '' PERMIT NO. ��-�f(�'�'�� COMPLETED � ADDRESS =3% �' C�% f�Q-t.i C,�a ��,/ OWNER TELEPHONE NO. 9�a��/ 7-/�oZ� CONTRACTOR �O c�ZJZl� C" � DESCRIPTION I—a c �v"P � L�V�.� / �V..�.t�,�/,�, ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �QURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S TIC INSTALL Z OWNERICONTRACTOR TO MEET YOU: YES_NO ��., COMMEN�— W ' . a ��''c� 1�4 � F�-�� i" e��— � J O � � � (J�� ,G�4/ 0 � W � Q � 2 W � W � J � ATISFACTORY:PROCEED ❑PROJECT COMPLETE O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ' V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. White opyAnspector's File Canary CopylSite Notice �� C�i� ATE TIME CITY OF ORONO CALLED IN g - INSPECTION NOTICE SCHEDULED � - �,'� PERMIT NO.g7�/�J?�� 7OZ_oOMPLETED ADDRESS � d-� OWNER LE HOI�E_N07 ' �� CONTRACTOR -� � DESCRIPTION �� `�- ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y �OUNDATION 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMEN - � _ a /�d � -G �.Bv i � �? � '� 0 GJ�'<s•w �i��¢ � cf04.ts�4�lG•t. �Ci/(J�� / vaL — 0 � Q �Cj/� ��r rcr rS,O�c��,�, � z W � w � J O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W �;�ORRECT WORK,CALL FOR REINSPECTION TEMPORARY V �� B�FORECO'VERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Catl for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. �te Copyllnspector's Ffle Canary CopylSite Notice � � � D T _/� TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED � O�/ � PERMIT NO��(o��7� COMP EfED ADDRESS 3 9 O OWNER E ONE NO. 3— '�� CONTRACTOR � , �-� � DESCRIPTION w � ly ❑ FOOTING ❑ DEMO-FINAL SEP IC FINAL Q ❑ POURED WALL ❑ PLUMBING RI X V/GRADING/FILLING y�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 �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � vu✓'.-�r��o.� 5�u: ��5. �Et,�i, �c��J- �� '�/( a Fo�•�Gres� l..��cO�/"�ti c_ /!�l S�G , sF— J �/a.r� � �lc ' U K O ' �. o� � �y!(t•.�t,�a•-�, c ��x ro n c�Yt�� - W � Q � 2 W � W � � � �WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑C6RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. � /t�--� � White Copyllnspector's File Cenary CopyfSite Notice �� \e�� D �/� TIME � CITY OF O ONO CALLED IN l� INSPECTIO TICE Db/ SCHEDULED `�� L� PERMIT N co LETED ADDRESS OWNER TE ON O. � CONTRACTOR �� " � OESCRIPTION ` t� ❑ FOOTING ❑ DE O FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PL ING RI ❑ EXCAV/GRADING/FILLING O ❑ 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: / W � � � t )�/��!�! ' � � � � � O � � O � W � Q � 2 � W � J W .IQWORKSATISFACTORY:PROCEED ❑ PRWECTCOMPLEfE ��o�ARRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CANDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WFLLRETURN ❑STOP OROER POSTED.CAII INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call tor the next inspection 2a hours in advance. (952 j 249-4600 OMmerlContractor o site: Inspector. �v'�� Whits CopyAnapector's Ffle Gnary CopylSits Notice c � �V1 DATE TIME CITY OF ORONO CALLED IN INSPECTION� OTIC SCHEDULED � �� PERMR N - �� COMPLETED ADDRESS ��ci�D� r`-'�CL�►S�C� � OWNER TELEPHONE NO.�3� Z��'��'� CONTRACTOR �1��`'� �� DESCRIPTION i�-��.�f•.-.1�-� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNEAlCOlRRAC'TOR TO MEET Y�OU:_YE$_NO � . � COMMENT'� �15 G9! �`�u/✓t q,� yc�` � /Wr �w 4 �b l�GJai c.1 `— o� �"�r� � � �r��a�y0 l��, G�tase Q �O , L, !�r 0 ��` ��t 5� '' /��s�-' 4/�/�.�rs l�t� �y'�'7 � ° ` ��►w% ' S.�r�4 '�G+�t►'� _ Q ' � c�r�G� y. g/�S- � a �c�'��el� / Gca6r( 2 � l�Ct l� � i S �4�` /�/S fc� !� �� C�✓�Lti.tG fl'jr � �0/p(/��'J� e/t�j��/C�/ '� �Je✓-�/.il. � �b/'/P�-�t �S� � LUd�ri, <rc,s�o. J O W� ❑WORK SATISFACTORY:PHOCEED ❑PRW ECT COMPLETE RRECT NlORK d PROCEED ❑ISSUE CERTIFICATE OF OCCUWINCY 0 T WORK,CAIL FOR REINSPECTION TEMPOMRY V BEFORE CdVERINO PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HWRS. p pF{OTOTAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPEC710N REWIRED.CALL TO ARRAN(iE ACCESS. Csll for the next inspectfon 24 hours in advanoe. (952) 249-4600 Owne�fContractor on sRe: Inspector: �- wn��e copynnspeo�ors F�a Cm�ry Cop�rfSM�Notk� , , :� � 0 R T E M'ODERN LOVELESS 2 STORY SUP CALCS 10-28-16.4te __ -_ __ 01:UPPER STAIR _ __ _ _ __ _ I Member Name Results Current Solution Comments 60"UPPER WINDOW Passed 2 Piece(s)2 x 10 Hem-Fir No.2 ' 02:WINDOW UNDER LANDIN6 Member Name Results Current Solution Comments ' 60"LOWER STAIR WINDOW Passed 2 Piece(s)2 x 10 Hem-Fir No.2 I '03:BASEMENT PATIO DOOR ' 'Member Name Results Current Solution Comments UPPER MORNING ROOM HFADER Passed 2 Piece(s)2 x 10 Hem-Fir No.2 9'PATIO DOOR IN BSMT Passed 2 Piece(s)1 3/4"x il 7/8"1.SSE TimberStrandOO LSL � 2016 - 00 � � 2. RECEIVED NQV G 2 7_016 3 q(o 0 �A�S�d E � CITY OF ORONO f uilr�olt�v re U�a�rrstu� Job Nute�, . .... 1 . ... ,.. . t .� �j F orte v5.1, DeSign E_rigi � _,_.._. ___... . __ __._._ .-- --- ------- _ _ __._ _.____._�.__.__ _ ' . ad.��u t��ru,�•i r,�r,ut_izn __ nu.V6.5.1.1 i.,�,�p��,�:��„i,�� i^vFi e�5��2�r��v MODL�RN tOVEi_ESS 2 STORY SUP CALCS 10�28- (6l"ZI 340-�505 �Idam Uarthr��..I:�fii�ertfumtd��_,)rz, I �6.4�E �f Paqe 1 of 5 :I � 0 R T E ` F SA� , ; ` UPPER STAIR, 60"UPPER WINDOW P1;��Eq . 2 piece(s) 2 x 10 Hem-Fir No. 2 Overall Length:5 4 0 + + o � 510 o a All locations are measured from the outside face of left support(or left cantiiever end)All dimensions are horizontal.;Drawinq is Conceptual !DESIJit ReSU�S ...��. . .Actual�Location ....... Allowed..... . Result . ...... .-�LDf Load:CombinaGon(Pattem)........ .....------��, System:Wall ',Member Reaction(Ibs) 498 @ 0 0 0 1823(1.50") Passed(27%) -- 1.6 D+1.0 S(All Spans) ntember Type:Header i Shear(Ibs) 337 C 0 10 12 3141 Passed(11%) 1.15 1.0 D+ 1.0 S(All Spans) euiiding Use:Residential !Moment(R-ibs) 676 @ 2 8� 3833 Passed(18%) L15 1.0 D+1.0 S(All SpdflS) 8uilding Code:IBC 2009 !Live Load Defl.(in) 0.007 @ 2 8 0 0.178 Passed(U999+) -- 1.0 D+1.0 S(Ali Spans) Design Methodology:aSD Total Load Qefl.(in) _ 0.013 @ 2 8 0 0.267 Passed(L/999+) - 1.0 D+1.0 S(All Spans) _ -- ---- __ __- _ _ _ _ __ -_-- _ • DeFlection cnteria:LL(1J360)and TL(UZ40). • Bracing(Lu):All compress7on edga(top and bottom)must be breced at S 4 0 o/c unfess detaiied otherwise.Proper attachment and positioning of latera� bracing is requirecf h�achieve member s[ability. • Applicable cak�latlons are based on NDS. ...._. .__– ---�- —___. .. ..----- -_—___ __-- ...._------------- ...__... � Bearing Loads to Supports(Ibs) j SUpp01't5 Total AvaiWbie Required Dead Snow Total Accessories ;1-Tnmmer-SPF 1.50" 1.50" 1.50" 218 280 498 None ��2-Trimmer-SPF 1.SQ" 1.50" 1.50" 218 280 498 No�e 7ributary Dead Snow Loads Locallon(Side) Widtfi (0.96) (1.15) Commeats 0-Self Wcight(PLF) 0 0 Q to 5 4 0 N/A 7.0 1-Uniform(PSF) 0 0 0 to 5 4 0 2 0 0 17.4 35.0 GABLE RAKE 2-Tapered(PLF) 0 0 0 to 2 8 0 N/A 30A to 50.0 35A to 35.Q H1GE GABLE DEAD 3-Tapered(PLF) 2 8 0 tn 5 4 0 N(A 50.0 to 30.0 35.0 to 35.0 H1GE GABLE DEAD Weyerhaeuser Notes ��SUSTAINABIE F02ESTRV INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in acmrdance with Weyerhaeuser product design criteria and published design values. iWeyerhaeuser e�cpressly disdaims any other warranties related[o[he software.Refer to current Weyerhaeuser literature for installation de[ails. I(www.woodtrywy.com)Accessorles(Wm Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of ihis software is not in[ended to circumvent the need for a design professional as detertnined by the authonty having jurisdidion.The designer of record,builder or framer is responsible to �I assure that this cakulatbn is compadble with the overall project.Produc[s manufactured at Weyerhaeuser fa6lities are third-party certified to sustainable I forestry standards.Weyerhaeuser Engineered Wmber Produc[s have been evaluated by ICC ES under txhnical reports ESR-1153 and ESR-1387 and/or tested in accordance with appGcahle ASfM standards. For current code evaluation reports refer to http:(/www.woodbywy.com/services/s_CodeReports.aspx. The produd application,input desgn bads,dimensions and support infwmation have been provided by Forte Sohware Operator i-�rteSofiw3a�eGp•�raiur � 3oGNotes � � ��c'uf�U1f.� 11_�l1_GU �'�i a�..nn¢.,:�;e� nnoot_r�ra � Forte v5.1, Desig�Engme:V6.5.1.1 i:,�,�Fr��,maF�� o��iFi Fss<��Toe•� MODERN tOVELESS 2 STORY SUP CALCS 70-28- ;5121 9A0-o5�5 � a�f.�n;b»rtn i r'q�:; r-._ _ ' 76.4f@ I Paqe 2 of 5 e� � O R T E R�� l��f�i�� w�NDOW UNDER LANDING, 60"LOWER STAI R WlNQOW PASS E D . 2 piece(s) 2 x 10 Hem-Fir No. 2 Overall Length:5 4 Q '�,�.> + � �—._ - -- — + 510 � � Ali locations are measured from the outside face of left support(or left cantilever end)All dimensions are horizontal.;Drawing is Conceptual _ _ _ __ ___ _ _. - _ . Design Results Actual�Location Allowed Resuft LDF Load:Combination(Pattem) System:Wall �Member Reaction(Ibs) 1240 @ 0 0 0 1823(1.50") Passed(68%) -- 1.0 D+0.75 L+0.75 5(All Spans) Member Type:tieader Shear(Ibs) 606 @ 0 10 12 2775 Passed(22%) 1.Q0 1.0 D+ 1.0 L(All Spans) Buikling Use:Residential �Moment(Ft-Ibs) 1216 @ 2 8 0 3333 Passed(36%) 1.00 1.0 D+ 1.0 L(All Spa�s) auiiding Code:iac 2009 Live Load Defl.(in) 0.011 @ 2 8 0 0.178 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD l Total Load Defl.(in) 0.024 @ 2 8 0 0.267 Passed(U999+) -- 1.0 D+lA L(All Spans) _- — __. .__--- -- --- __ --- -----__ _ _ ___ - --- - _ • DeFlection criteria:lL(U3�)and TL(UZ40). • Bracing(Lu):All mmpression edges(top and bottom)must he braced at 5 4 0 o(c uniess detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabiliry. • Applicable calculatlons are based on NDS. . _ _----- ----__ _ ---_ __- � Bearing Loads M Supports(Ibs) ___- 'SUp�Of�S Total Avaitable Required Dead Floor �w Total Accessories �� Live i 1-Trimmer-SPF 1.50" I.50" 1.50" 730 400 280 1410 None ,2-Trimmer-SPF 1.50" 1.50" 1.50" 730 400 280 1410 None � Tributary Dead Floor Live Snow Loads Location(Side) Width (0.90J (1.00) (1.15) Comments 0-SeI/Weight(PLF) 0 0 0 to 5 4 0 N/A 7.0 LANDING]OISTS 4'- 1-Uniform(PSf) 0 0 0 to 5 4 0 3 9 0 12.0 40.0 - 6"SPAN PLUS 18" CANT 2-Uniform(PLF) 0 0 0 to S 4 0 N/A 140.0 - _ wAWWINDOW DEAD ABOVE 3-Point(Ibj 0 0 12 N/A 218 _ 280 Linked from:60" VJINDOW Su R 1 � 4-Point(IbJ 5 3 12 N!A 218 - 2&0 ��nked from:60" WINDOW Su rt 2 ....---- --- -.... __. ..._..-- -- ------------- —..___. _._._---- --------- ----- ------ /� Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE � Weyerhaeuser warrents that Me sinng of its products wilf be in accordance with Weyerhaeuser product design criteria and pubUshed design values. I Weyerhaeuser expressly discWims any other warranties reWted to the software.Refer ro current Weyerhaeuser literature for installa[ion details. �(www.woodbywy.mm)Attessaies(Rim Board,Bixking Panels and Squash&ocks)are not designed by this software.Use of this software is not intended to idrcumvent the need for a design professional as determined by[he autFrority having junsdic[ion.The designer of record,builder or framer is responsible to assure that this cakulation is compaUble with the overall project.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable �forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in i accordance with applicable ASTM standards. For wrren[code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. i The produd applic�tion,input design loads,dimensions and support informatlon have been provided by Forte Sokware Operator V t�tlr'>Ufl t f:!1��:I:iC[II ' ]U�N��I�.,. i,c-,' �11�) �..' I/ !111}'�UI - --_._ _ .----- - __ ____---- -__. .._._ _ ____---_----- .____---.. ___��.,___._.____._.' For[ev5 1, Uesicn En ino:VG.5.1.1 nri,��,�,��,r�.� r,nriuE i�n, � � � 9 �r,�„i�,�a��,«,�,t:r i r,vn rr�,�,z��Tor�v , MGDERN kOVEL ESS 2 SIU(?Y SUf'CALCS 1U�28- rri z�eaa-e,o�� ,irC,ni�,anh�-��-,i:�it�;,:,:n�i,rn!,,,,�,o.. j 76.4tC ; f��C)f':i O(�i I��I F O R T E ` � '�«�Y BASEMENT PATIO DOOR, UPPER MORNING ROOM HEADER PASSED . 2 piece(s) 2 x 10 Hem-Fir No. 2 Overall Length: 10 0 0 + + 0 0 310 310 310 0 0 o a Ali locations are measured from the outside face of left support(or ieft cantilever end).All dimensions are horizontal.;Drawing is Conceptual , __ __ . .. .__ _ _ _- �I�51 JIl ReSLI�tS Actual Cg1 Location Allowed Result LDF Load:Combination(Pattern) � System:Wall 'Member Readion(Ibs) 601 @ 3 4 0 3645(3.00") Passed(17%) - 1.0 D+ 1.0 S(Adj Spans) Member Type:Header I Shear Qbs) 171 @ 7 6 12 3191 Passed(S%) 1.15 1.0 D+ 1.0 S(Adj Spans) Building Use:Residential Moment(Ft-ibs) -185 @ 6 8 0 3833 Passed(5°10) 1.15 1.0 D+1.0 S(Adj Spans) auilding Code:IeC zoo9 I Live Load Defl.(in) 0.000 @ 1 7 0 0.111 Passed(U999+) -- 1.0 D+1.0 S(Alt Spans) Desi9n Methodology:,45D LTotal Load Defl.(in) 0.001 @ 8 5 6 0.167 Passed(L/999+) -- 1_0 D+ 1.0 S(Alt Spans) _ _- - -— ----- - - — - -- _ -- • DeFlection criteria:LL(U360)and TL(UZ4(1)• • Bracing(Lu):All compression edges(tnp and bottom)must he braced at 10 0 0 o/c unless detailed otherwise.Proper attachment and posRioning of lateral bracing is required to achieve member stability. •Applicable cakulations are based on NDS. i, Bearing Loads to Supports(Ibs) --------------- SUpp01'CS ToWI Available Required Dead Snow 7otal Accessories i t-Trimmer-SPF 1.50" 1.50" 1.SD" l0i 99 200 None ��,2-Trimmer-SPF 3.Q0" 3.00" 1.50" 333 268 601 None 3-Trimmer-SPF 3.Q0" 3.00" 1.50" 333 268 601 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 101 49 200 None Tributary Dead Snow LOddS Location(Side) Width (0.90) (1.15) Comments 0-Scll Wcight(PLF) 0 0 0 to 10 0 0 N/A 7.0 1-Tapered(PLF) 0 0 0 to 5 0 0 N/A 30.0 ro 60.0 - E1GE DEAD 2-Tapered(PLF) 5 0 0 to 10 0 0 N(A 60A to 30.0 - E1GE DEAD 3-Uniform(PSF) 0 0 0 to 10 0 0 2 0 0 17.4 35.0 GABLE RAKE W y aeuser Notes (ZSJ SUSTAINABIE FORESTRI'INITIATIVE ,Weyerhaeuser warrants that the sizing of its products will be in acmrdance with Weyerhaeuser product design criteria and published design vaiues. , �Weyerhaeuser expressly disclaims any other warranties rela[ed to the software.Refer to current Weyerhaeuser litera[ure for installation details. (www.woodbywy.mm)Accessones(Rim 8oard,Blocking Panels and Squash Blocks)are not designed by this software.Use of this softv+are is not intended to i ciramven[the need fw a design professional as determined by the authority having jurisdiction.The designer of record,builder or fremer is responsible ro I assure that this calcula�on is compa[ible with the overall project.Roduc[s manufactured at Weyerhaeuser facilities are[hird-party certified ro sustainable forestry s[andards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technical repor[s ESR-1153 and ESR-1387 and/or tested in acwrdance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. �The producc application,input desgn bads,dimensions and support mformat4on have been provided by Forte Sokware Operator Furt4�!wliwar[:Op�,tnlo� lobNote,, � �Ir 1r3�;(1117 ll_ 1/.Uli �.'�/i _ _._._. _�.__ ___ -- --- --____�_._.______.___....__..._�. Forte v5.1, �esign Enyine V6`i.1.1 a�i„�,i�.,�,t�i r��uF i�ri !.,n,�,�,�� ,�,i,f� i��vri r^,>z�Tr,av � MC?DERN LOVE LESS 2 S 1(�RY SlIP CALCS 70-28- (G721 944-biq5 � . n�Llm.l�,nnhr.j..,7r�rnp�,rtluatte,��.��n�, �16.4tC i n�qc'4 Of.`i � 6u�E F�F�',e�K ��F::PO4,"� BASEMENT PATIO DOOR, 9'PATIO DOOR IN BSMT PASSED i�l� O R T E 2 piece(s) 13/4" x 11 7/8" 1.55E TimberStrand0 LSL Overall Length:9 7 0 ;.�i��`y,'�t�'"': . ., . ,� � + o -- ------- —--. �--------__---- -- -------- ---— � 910 � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horimntal.;Drawing is Conceptual _ _ . _ __ _ _ _ _.. �Design Results Actual(c�Location Allowed Resuft LDF Load:Combination(Pattern) ! Sys[em:Wall �Member Reaction(Ibs) 4516 @ 9 S 8 7613(3.00") Passed(59%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 3434 @ 1 2 14 8590 Pa55ed(40%) 1.�0 1.0 D+ 1.0 L(All Spans) euilding Use:Residential �Moment(Ft-ibs) 10560 @ 4 9 8 15953 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) Buiiding Code:IBC 2009 !Live Load Defl.(in) 0.148 @ 4 9 8 0.311 Passed(L/756) - 1.0 D+ 1.0 L(All Spans) Desi9n Methodology:ASD Total Load Defl.(in) 0.257 @ 4 9 8 0.467 Passed(L/436) -- 1.0 D+ 1.0 L(All Spans) �___-_ -- _ _- ----------- - __ _ __ _ __ � Deflection criteria:LL(LJ360}and TL(L/240). • Bracing(Lu):All mmpression edges([op and bottom)must be braced at 9 7 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabllity. .._.._. __----._ . .._. _ . . .___... _ ..._... _ ._. __.._.._ .._.. ... .. . ----__ .___ _ .. _.. . .��.. � Bearing Loads tn Supports(Ibs) 'SUP�lO1t5 Total Available Required Dead F�O°� Srww Total Accessories Live I 1-Trimmer-SPF 3,00" 3.00" 1.78" 1833 2683 268 4784 None �2-Trimmer-SPF 3.00" 3.00" iJ8" 1833 2683 268 4784 None Tributary Dead Floor Live Snow L00d5 Location(Side) width (0.90) (1.00) (1.15) Comments 0-Scl(Weight(PLF) 0 0 0 ro 9 7 0 N/A 13D FLOOR TRUSSES: 1 -Uniform(PSF) 0 0 0 to 9 7 0 14 0 0 I5.0 40.0 - 28'SPAN TO BEARING 2-Uniform(PLF) 0 0 6 ro 9 7 0 N/A 90.0 - _ WALL/VJINDOWS DEAD ABOVE Linked trom:UPPER 3-Point(Ib) 3 3 8 N/A 333 - 268 MORNING ROOM HEADER Su ort 2 Linked from:UPPER 4-Point(Ib) 6 3 8 N/A 333 - 268 MORNING ROOM HEADER Su ort 3 IW@�!@CF18eU5e�NOtPS (Z�SUSTAINABtE FORESTRY INITIATIVE 1 Weyerhaeuser warran[s that the sizing of its products will be in acmrdance with Weyerhaeuser product design criteria and published desgn values. I Weyerhaeuser expressly disclaims any other warranties related to the software.Refer ro current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessones(Rim Board,Blocking Panels and Squash Blocks)are not designed by[bis sokware.Use of this software is not intended to circumvent the need for a design professional as determined by the authoriry having jurisdictlon.The designer of record,builder or framer is responsiWe ro assure that this calcutation is compatible with the overell projec[.Products manufac[ured at Weyerhaeuser tanlities are third-par[y certified to sustainable ifores[ry s[andards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technlcal reports ESR-1153 and ESR-1387 and/or tested in accordance with apaicable ASTM standards. For current code evaluaGon reports refer[o http://www.woodbywy.com/services/s_CodeReports.aspx. I,The producc application,input desgn loads,dimensions and support information have been provided by Forte Sof[ware Operator _ ____ Forte Softwarc�Op«�rator Job Notes ; 1 Url�'�L(11 6 1!.1 1_U�)�-��V� t�rJi�ntia.ih�.�l ------ ----- A,9r�UflttJ---- ----�....�..----..'.'-- I f�OfICVJ.7. U('S�y�l�llylflf.�/fj.�i.l.� t„m��+;.,m�� i.n✓ri Fss 2 7'o�v �, MODERN LOVEL ESS 2 STORY SUP CALC.S 10-28- Csizi�a,��asos � nd:im I�.iarthr.�,,,inmp^rl4�rr,te t�<�,�n ��.��C ; Paqe 5 of 5 i �— " � � TE TIME CITY OF ORONO CALLED IN — � INSPECTION N TIC HEDULED -- PERMR NO. �� —��17 MPLEfED ADDRESS OWNER T EP � � CONTRACTOR � � DESCRIPTION 11i ❑ 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 OWNERICONTRACTOR TO MEET Y�U:_YES_NO y COMMENTS: a� W � v D �� e ��o� � �. 3 �,�h os� _ � 0 � � - �� S�c�� t - �� Q 2 '� �,�k��/� �5'c4C �'e�s .�/�U�.d�D - W � � �' �---- ve � � < < r � 0,2 s� � ,C�GIQRK SA F�ACTORY:PROCEE � � � CJ ROJECT COMPLETE � I�RRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: r--' WhiM CopyAnspsctor's Flle C�nary CopylSits Notks � � ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE �/'�, SCHEDULED �7�".,.�`,�'_7 fi^ PERMIT N COMPLETED . ADDRESS � OWNER TELEPHONE NO �� a7 CONTRACTOR �� DESCRIPTION �`�-�� ` ° ` / '� / /v�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �N� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ 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 ❑ EPTIC INSTALL 2 OWNERICONTMCTOR TO MEET YOU:, YES_NO � COMMENTS: � 0 1 � � � � �. � � 0 W , ]� � V Q � 2 W � W � 1 J W ❑WOFiK SATISFACTOR�F.PROCEED ROJECT COMPLEfE � ❑CORHECT NfORK 3 PROCEED ❑I E CERTIFlCATE OF OCCUPANCY W 0 ❑(�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDEH POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-460� OwnerlContract on site• Inspector: White CopyAnspector's Ffle C�nary CopylSits Notks ��.1�' --�— ATE TIME C �OF ORONO CALLED IN �"__�Q� � INSPECTION N SCHEDUL /_=L C� _/�'��Z- PERMR NO ��oMPL ADDRESS � OWNER TE HO . � �� !`�� CONTRACTOR ' �� DESCRIPTION � ��`� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ 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 W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTMCTOR TO MEET YWJ:_YES_NO y ENTS: � ( •- Cj�7r/!C� w) v� ��t �� '�c ov ,} '�� '' — �--�✓ �r '�.�. � o ` �,,,,.� c� � _ � � Q Z � c1 t /'� C5 � — � W � � W ❑WORK SATISFACTORIF PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT VYORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q�RRECT WORK,CALL FOR REtNSPECTION TEMPORARY V FORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (952) 249-46�� Owr�erlCartractor on ite- Inspector: /> /7- �� WhiM CopyAnapecM�'s Flle Canary CopylSits Notice