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HomeMy WebLinkAbout2017-00692 - new structure t. CITY OF ORONO 111111111111111111111111111111111111111111111 2750 KELLEY PARKWAY * 2 17 - 00692 * DATE ISSUED: 07/17/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 2345 OLIVER HILL PIN : 34-118-23-33-0076 LEGAL DESC : OLIVER HILL : LOT 1 BLOCK 2 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 483,642.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,529.12 COUNTRY JOE HOMES PLAN REVIEW 548.73 22260 DODD BLVD STATE SURCHARGE(VALUATION) 241.82 LAKEVILLE,MN 55044- SEWER CONNECTION CHARGE-LONG LAKE 1,800.00 (952)469-4066 TOTAL 6,119.67 Minnesota State License#:BUIL-BC627670 Payment(s) CHECK 25860 6,119.67 OWNER ALBRECHT,AADAM&KERRI 2167 WATERTOWN RD LONG LAKE,MN 55356- 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.411166, pPv 7 , 7 //, Applicant P w..� Date Issued B ignature Date Builder Acknowledgement Form Permit #2017-00692 / 2345 Oliver Hill Builder Representative Name: Permit Conditions: 11111111110 Initials **NOTE CHANGE** BeforgaMirr exterior insulation and/or drain tile inspection,a WIMP foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. � 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 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 commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculatio must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the 711.completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining pip 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 FmmI _ height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\oliver hill\2345\builder acknowledgement form 2017-00692.docx CITY OF ORONOll 1• &� �� BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS -VI MailingAddress: Q�Q/7-GYJ(p�/p9— Permit number: PO Box 66 Crystal Bay, MN 55323-0066 Date received: k.-. .2.--/ 7 Street Address:' Received by: ,v .F " ip 1. G` 2750 Kelley Parkway Plan review fee: #,I 745. k0 ��110ESH0�� Orono, MN 55356 a0//7_ pZ2(9 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ZI 7(-I-S Q(A Vl_(2- /41'0.- Will 4)(,l,,Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ YesNo If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service ill be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: i Name: Yt r�,6c Hv AL3 D8A CO ir' j di:-C- 1-6465 State License# 3602 (©7O? Expiration Date: 3-3/-/ Phone: (cell) qct -38O Sii2o (office) '15?' -'146/ - gob& j( •/O2_ Mailing Address: 2-2.y 690 t}j>i) 13 J0, City: 1‘,4„1-7‘.6 i..-c-al P: 515-pceeJd Contact Person: - t - Applicant is: ontrac or / Homeowner (Circle One) Email and/or Fax: $$ b-e,r Cod.4,1-yi ,CO,rY► PROPERTY OWNER INF9RMATION d I / Name: erri q a.., rT b-r' T Phone -400— , �j� (-Ake- Sc3Sc Address: V 6 7 k/a_ .(AAA j • City: 9 ZIP: Email and/or Fax keir-ei .j. 1 L ® y r/. COwj ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply IN/New Construction IgiSingle Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck Cgi Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage Residence ❑ Private Sewer ❑Other:(specify) ___ ❑ Multiple Family/Condo K Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require ❑ Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse [Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑Other(specify) / 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or4 Estimated Construction Valuation (excluding land) $ 3't7 10.— ---- RECEIVED JUN 2 2 2017 Last Updated: January 2016 CITY OF ORONO f 1 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) /,, .� a.Length(ft.)= c� /_ N Number of bedrooms= S 2. Occupancy: 1 -' !/ b.Width(ft.)= / Number of garage stalls: 2 3. Occupant Load: Areas in square feet 2 Attached= 3 c.Basement= f394/94/ Detached= 0 4. Type of Construction: _ .6d. 1st Story = if 3,749 0 e.2nd Story= _ I 10 5. Code Edition: Z« �/�S P-l/f�� f. %Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Building Permit Escrow Agreement and Fees 0 Plan Review Fee 3SP ❑ Completed Application Form ]ex 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 81/2 x 11 set A 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey—2 full size,to scale(meeting ALL survey requirements) 0 Hardcover Calculations ❑ ;51: Septic System Certification 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan(SWPPP) ❑ Access Permit ❑ Data Privacy Advisory 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 temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: e- _7 Date: 6,/2.4 4-0 I 7 Owner's Signature: Date: Last Updated: January 2016 c7t a r3, 9.3 liegei /-e/� held lfr/7 s(z e g/NvG V'aI �,e 7 47 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES I ADDITIONS Address: 2M-5 5 ( t V of !'h 11 Permit No.: 2.017 CoV. 2- Description of work: NAfv' ' J4,. Date Rec'd: (I/ .LZ'17 L.L 'F W a�k r` ' sic. Septic review by: ,� ` Date Approved: Zoning review by: ' 4 q !! Date Approved: 1-I L-•11 Building review by: Al9r -,AiWit 1 Date Approved: 7//10//71! (0 !r GradiOg review by: A41/412m Cdwurs GN%' Date Approved: (0"2'L7 '(-7'f t•VI Zoning District: VD_ Zoning File#: • ' y Resolution/ Yee Reso#: Res Det$• .. Signed: Yes No Resolution /NA Zoning: Lot Area: Ig{5 T I s/AC Width: '► Structural Coverage: SF % Survey Submitted: 7/es ❑ No Date of Survey: (0 • I4" 17 Revised date(?): Landscape plan submitted? 0 Yes Landscaper: - Q�',,, .0 fiVig..) 0 No/ None proposed frOWVProposed Setbacks: C (MAW Front (L e) Rear(Str ) ( N • S E W ) ( N S E it )4 Other Buildings Wetland Si Side Building Height Analysis: CDDistance Between First Floor and defined Top of `0 ,1. ( Roof* (See "building height" definition): (a) 24- (� First Floor Elevation (from building plans): (b) t(C7q,75 6Highest Existing ground level (per survey) or 10' (c) k� above lowest ground level, whichever is lower: 0,3 Difference between (b) and (c): (d) 9.15 Defined Building Height (a)-fid): (e) 2 ' 75 Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Permit Number: (1 — ZQ( � 0 Yes 0 No N/A 0 Yes227 Yes 0 No _b YNo 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) a (% and sf) (% and sf)®6) /� 4" 1$.2-� ❑ Yes 1! No ❑ Yes t\lo 1 2 3 5 ,7(,_ „ ' %5 Type(s): / Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Charged YES NO Permit V/' Plan Review l/ State Surcharge (/ Investigation Fee " ' i/'' SAC—Number of SAC Units I o 4e Other(specify) t/' Y • ' . • Square Footage $ per Square Footage Basement V4 .F44a*46l Ct 07 X g3. ?‘i = _ $ 3 q- 0 ?i 3L r=- 4. ,he.71 x"1444 R3 ? x /So. t(r = $ c( 511 7,).3. 4Z.J i 2nd Floor /;9. L . 17?(,, X AP,. z.G = $ 3141g1G , 4t(Q ge ¢3arage V Z564-77l X 3t. 7 = $ -7. 'f.,,94--- Estimated Construction Value: $ 7 Q 31 lqz Orono Inspections Required Work Requiring Separate Permits 4.Footing 0 Site g Plumbing 0 Grading/Filling Poured Wall ,Silt Fence/Erosion Control XI Mechanical 0 Fire lig Foundation Survey 0 Hardcover Removal Fireplace a9. Water Connection 0 Framing 0 Other(specify) 0 Masonry z)g. Sewer Connection Waterproofing/Drain tile Mfg. 0 Lawn Irrigation ❑ Foundation Waterproofing 0 Other(specify) 0 Landscaping .Framing Insulation As-Built Survey Final 7C Lathe Required State Permits ❑ Other(specify) 0 Well )(Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ 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.docx t PermitWorks File Trartsaction Maintain _Reports - it eat _fit r .,w+ t �": v--': pm tea. = p-, 0, '.� �e� M GeobaSe�roiyRecord 1. #: }»'�� X' A NIP General'petals I Notes I Project&SAC Info I Septic information 1 Owner brformation I Properly lnfomntion I Backflow k 4 ► PIN A: 134-11 -23.33-9076 TPrimaty Owner: PIDfiGompanl" (None) _ J Name: kadamdKern r1Abrecht Subdiv: Oliver Hill + � — — i OtStreet: (2167 1w . Lot I' - - Address: Parcel Issues 8bde 12 Pym: I ' CIS': Long Lak 111 I, State 1 Zip: r` - 0 SEPTIC AREA!-With Sewer Now Available and no Water. if they ever Outlot Iwant to hook up to sewer a Sewer Connection Fee would have to be Address 0:12345 this 1 Unit 1 Day U—' paid that will be passed through to Long Lake.Please refer to current Imo: year fee schedule.If building a New Home or Sewer Connection- Street OlrverHiHCheck for this! _ _ J Please see memo from Mike Gaffron dated 7-9-12,explains fees and Cdy: Long Lake J `) charges.Refer to current fee schedule. State!Zip.F,rte, nary Tenant: Per Mike'Because the properties in Oliver Hill are connecting to a 1 — Company: (None) sewer system operated by the City of Long Lake,a Long Lake Sewer `) r Apartment Connection Charge is required to be collected by the City of Orono at 11 r Reg Approval Nene Nthe time of initial building permit issuance for pass-through to Long Address: i Lake.The fee amount is per the current Long Lake fee schedule at the r Additional Addresses ( "°` time of building permit issuance.For additional infommation,please , r Additional Owns: ! Day Phone: refer to the Gkndale Cove Sewer and Water Service Agreement(Oliver E Additional Tenants Hill is a Category 3 property within the Agreement)° €) ' U— Do you want to continue? r Active ' iYes Na €' jPIN:34-118-23- -0076 i450iverI 3323II .,..,... = 1) w. ,1:1-., ..,...... �. _ W Christine Mattson From: Adam Albrecht <adamj.albrecht@gmail.com> Sent: Tuesday,July 11, 2017 7:42 PM To: Steve Sauber Cc: Christine Mattson; kerri j.lynch@gmail.com; Shane Joseph;Julie Ness-McCabe Subject: Re:2345 Oliver Hill/#2017-00692 Thank you for processing our building permit. Per your request please consider this email our written response to your landscaping question. Kerri and I agree to submit a landscaping plan prior to doing any landscaping work beyond what has already been approved in the development's landscaping plan. Regards, Adam and Kerri Albrecht Sent from my iPhone On Jul 11,2017, at 5:02 PM, Steve Sauber<ssauber@countryjoehomes.com>wrote: Hi Christine, Attached is the revised survey with the 3 changes we discussed on the phone today. 1. Updated hard surfaces with the deck and stairs listed. 2. Top of the foundation noted on the survey. 3. Top of the 1st floor cap noted at the bottom of the page. I have sent an email to the Albrechts explaining the landscaping plan requirements. I have asked them to send back an email agreeing that any additional landscaping or improvements to the property not included on the survey approved with the building permit would require a separate landscaping plan submitted and approved by the city of Orono. I will send that to you as soon as I have it. Thanks for all your help today Christine. Have a good afternoon, Steve Sauber General Manager 22260 Dodd Boulevard Lakeville, MN 55044 Office 952-469-4066 Ext. 102 1 Direct 651-583-7930 Cell 952-380-8120 4.111 COUNTKYPE HOMES ssauber@countryjoehomes.com CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail and delete the message and any file attachments from your computer On Tue, Jul 11, 2017 at 10:43 AM, Christine Mattson<CMattson@ci.orono.mn.us>wrote: Steve, My apologizes, I had both Kerri and Tom's email addresses entered incorrectly. Christine— From: Christine Mattson Sent: Tuesday, July 11, 2017 10:40 AM To: 'ssauber@countryjoehomes.com' <ssauber@countryjoehomes.com> Cc: 'kerry.j.lunch@gmail.com' <kerry.j.lunch@gmail.com>; 'tomeara@bholensurveying.com' <tomeara@bholensurveying.com>; Roger Peitso <rrpeitso@ci.orono.mn.us>; Laura Oakden <loakden@ci.orono.mn.us> Subject: 2345 Oliver Hill/#2017-00692 Steve, 2 Attached is a copy of the letter and enclosures being mailed today. Please let us know if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356 (physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) IR 952.249.4620 I A 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Summer Office Hours: (Monday,May 22 through Friday,September 1, 2017) Monday- Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, September 4, 2017 <2345 Oliver Hill-REVISED SURVEY 7-11-17.pdfy 3 Y , dQ CITY OF ORONO .�► �, Street Address: Mailing Address: Telephone(952)249-4600 stn G' 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 l�k>cSHO�'� Orono,MN 55356 Crystal Bay,MN 55323 www.cl.orono.mn.us July 11,2017 Steve Sauber Youngfleld Homes d/b/a Country Joe Homes 22260 Dodd Blvd Lakeville,MN 55044 Re: Building Permit Application#2017-00692 2345 Oliver Hill On June 22, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Hardcover Calculations. The property is located in Tier 4 of the Stormwater Quality Overlay District. Hardcover calculations are shown on the survey. While the City does not feel hardcover is a concern on the property accurate information is necessary. Please have the surveyor prepare hardcover calculations using the City's hardcover calculation worksheets. Enclosed is a copy of the City's hardcover information packet. We are uncertain If the hardcover calculations shown on the survey include the deck and stairs, please provide clarification. 2. Certificate of Survey. A survey dated 6-14-17 was provided. Please provide two copies of an updated,full-size certificate of survey which meets all of the City's survey standards(enclosed): a. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor 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. b. First Floor Elevation. Please have the surveyor call out the first floor elevation. c. Landscape/Hardcover plan. Please have the proposed landscape plan shown on the survey. 3. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the 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, retaining walls shown on the landscape plan should also be reflected on the survey. Attached is a copy of the landscape plan which is to be completed by the developer. July 11,2017 2345 Oliver Hill Page 2 of 2 4. Minnehaha Creek Watershed District (MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson)cl.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Clin/glib Christine Mattson Planning Assistant c via email Steve Sauber Adam&Kerri Albrecht Thomas O'Meara with Bohlen Surveying&Associates Roger Peitso,Building Official enclosures t- PermitWorks File Transaction Maintain Reports _iv _.t._1 Sr- Geobase Property Record {,c)1`y(J q3" I`.Geo base Property Recordli tl l ,11.] i11iiihild r_GenneJJJ ral I Details I Notes I Project&SAC Info I Septic Information I Owner Information I Property Information I Backtbw it/ 1 [-Primary Owner----- _ PIN#: I31.11>�23-33- 18 PID* Company (None) . lI .. Name: (Wiam&Patrici I-1Martir Subdiv: Oliver Hill ij _ � Lot: #!Street: I238ti IW '� It Address: Parcel Issues s zap Block: IZ arWt, r , Parcel: ( City: LongLak i f� 6. Oudot: State!Zip: MN .; SEPTIC AREA!-With Sewer Now Available and no Water. If they ever want to hookup to sewer a Sewer Connection Fee would have to be Address#:j2343 thni I Unit ( Phone: lJ,"__ paid that will be passed through to long lake.Please refer to current Evening: year fee schedule.If building a New Home or Sewer Connection Street: Olive Lake I Checkforthis! Long `` _ti '_.,___ Please see memo from Mike Gaffron dated 7-9-12,explains fees and <✓ J charges.City: Refer to current fee schedule r-Pranary Tenant: I Stater Zip: MN 55 Per Mikc"Because the properties in Oliver Hill are connecting to a sewers em o orated the Cityof Longlake,a Lon lake Sewer r I Company: (None) Y� P by 9 I r Apartment Connection Charge is required to be collected by the City of Orono at I 17 Req Approval Name: the time of initial building permit issuance,for pass-through to Long Lake,The fee amount is per the current long lake fee schedule at the Address: (Main Par II �Additional Addresses time of building permR issuance.For additional information please C Additional Owners Day Phone: U_ refer to the Glendale Cove Sewer and Water Service Agreement(Oliver I fl Additional Tenants Belling: Hill is a Category3 property within the Agreement)," :U= Do you want to continue? 1. P.Active PF g YesNo 1 i P . i� ��, r4 ,,.'.:,,ii. i--',-.:•,:.:,-.--,'-'.:47.:',-T,'2.`,-. erg,`"'t +c:r`;�? y vy :a 5 „;.,z "' - -. qq 5: .PIN:34-118-23-33-0076 23450IverHi �` •w A Pt X w 0 Christine Mattson From: Adam Edwards Sent: Thursday,June 29, 2017 4:47 PM To: Christine Mattson Subject: RE:2345 Oliver Hill/#2017-00692 Chris, I've reviewed the subject grading plan and stamped it approved. Adam From:Christine Mattson Sent:Tuesday,June 27, 201710:31 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:2345 Oliver Hill/#2017-00692 We have received a building permit application for a new house at 2345 Oliver Hill. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 1ir 952.249.4620 I 952.249.4616 cmattson@ci.orono.mn.us I www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,2017) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday& Tuesday,July 3&4,2017 1 ' e 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. All Completed Application Plan Review Fee Paid (2 4�Q ,,/ Signed Escrow Agreement & Escrow Payment AA) Building Plans (to scale) x2 xi Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 .0 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 41 the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. /' Signed by: 5 ' R/40L--C-L____ Address: 3 Lf 5 a Ve��il�(. Permit #: / Last Updated: January 2016 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. Sem First Middle Last 222 0 `DCN) i L\[J7 Address LAI6Mit t1/6 MA} 55o q9 City State Zip Phone I understa� my rights as stated above. Signature RECEIVED JUN 2 2 2011 Packet Last Updated: August 2015 Page 7 CITY OF ORONO New Construction Energy Code Compliance Certificate RECEIVED Date Certificate Posted Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 5/30/17 Mailing Address of the Dwelling or Dwelling Unit JUN 22 2017 2345 Oliver Hill Name of Residential Contractor MN LicenserORONO MN Li Country Joe Homes BC627670 CLT''OF City Plan ID Orono Sonoma JTHERMAL ENVELOPE IRADON CONTROL SYSTEM o Type:Check All That Apply x Passive(No Fan) E >, - — U RIJN() COPy u, E_. ° — Active(Wish fan and manometer or os ��° _ d o �, other system monitoring device) o a 3 °J -- o -o P. ` o ° ° 1a U a .D Location(or future Location)of Fan: 0] 8 c r Insulation Location > ° z s `i — °' `1' w ° - ° 771 v i— z w w° ° c2 ri: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X exterior Perimeter of Slab on Grade X . Rim Joist(Foundation) R-20 X Interior Rim Joist(1st Floor) R-20 X interior Wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned areas R-30 X Describe other insulated areas Building Envelope air Tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.29 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.28 R-8 R-value MECHANICAL SYSTEMS ( Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS Electric R-410A Passive Manufacturer Bryant Rheem Bryant _ Powered Interlocked with exhaust device. Model 912SB48080S17 Marathon BA13NA042 Describe: Input in 80000 Capacity in 105 Output in 3.5 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 55423 29945 36428 Cfm's I "round duct UK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace X Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 30%=93 High: 60%=186 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room ILocations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 90 _ "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 180 "metal duct Passive (Code Minimum) Radon System - APPLIES TO BASEMENTS,CONDITIONED CRAWLSPACES,SLAB-ON-GRADE RECEIVED i BUILDINGS AND OTHER FOUNDATIONS UNDER CONDITIONED SPACE MINIMUM CODE REQUIREMENTS ARE LISTED.OTHER SYSTEM COMPONENTS ARE SUGGESTIONS FOR 1 PFS PRACTICE INSTALLATIONS BASED ON MINNESOTA DEPARTMENT OF HEALTH RECOMMENDATIONS. JUN 2 2 2011 BUILDERS RADON VENT PIPEERMIN TATED Ar ASSOCIATION OF MINNESOTA LEAST 1.7 ABOVE SWAGE OF ROOF(AFI03ba) ` MIMMJM 9'ABS OR PVC OR EQINVALEi�IT 6ASTI6HT PIPE.MOW.). CIN OF ORONO 4•PIPE MAY BE MORS EFFEGTIVE,.BUT IS NOT REQUIRED SPACFPROJIDEDFOR MIRE INSTALLATION OFAFAN(AF1099) The new Residential Energy Code and Radon require ' ,UM yDIAMETER OF THE VENT5 ments went into effect for permits pulled on or after .ON''MINIMIM VERTICAL DISTANCE OF 9 FEET June 1, 2009. • INSTALL LIVE CUTLET IN ATTIC NEAR MERE FUME FAN MAY BEINSTALLED(AF'°9•I.71. The illustration to the left shows the major require- I I ments for passive radon systems in all new residential -- construction. The back side of this sheet explains additional radon code requirements, recommended upgrades and additional requirements to meet the INSTALL LABEL REAMS'RADON REDUCTION SYSTEM'ON THE VENT PIPE Minnesota Department of Health's Gold Standard for AT EACH FLOOR AND M ACCESSIBLE ATTICS.(AFI03,4.5) Radon Resistant New Construction. BAM has additional free resources to help you understand the new code. I t INSTALL PIPE A5 STRAIGHT AS POSSIBLE TO HELP COMUGTTVE FLOW. Go to www.bamn.org/energycode to: EMCEE AREA ALLOYED BUT 5H2ULD BE AVOIDED IF POSSIBLE. • Find a link to the Minnesota Department of Health's Gold Standard for Radon Resistant New Construction program c •••Download a free copy of the 2009 MN Residential Energy Code, additional illustrations and a f SEAL ALL JOINTS,CRACKS,OR OTHER OPENINGS rem POLYURETHANE Field Guide to the New Energy Code �*•'` CALK OR ELASTOMERIC SEALANT ACCORDING TO MAMIFAGTLRB2S ��\\/\\ // /\\ REca ,DA„O+S IN AFw9.a,hIRa16N AFb3.a5 • Ask a question and we'll share it with the entire / //\ industry on the energy code Q&A section of our // .j webpage. \// /\/\/ This project was made possible by a grant from the %\//� U.S. Department of Energy and the Minnesota Depart- i\\\� �� �� �� \�`\�'\\� �� �� \\\� ment of Commerce with assistance from the Minnesota /�J / / // // // / /� / ( \/ IOTMI��� IEFORE�s15�bAs.PABLELAYER(AF�3� Department of Health. \//\j�A,/ �,\\/�\ \\/A/jVA,//,,/�\\/\ 4 6-ML OR 3-MIL GROSS LAMINATED POI.YET Y.ENE SHALL P BE LAPPED I2 AND PLACED B¢T'I THE SLAB AND oN TOP OP THE THIS ILLUSTRATION DOES NOT REFLECT ALL THEREFERENCF-STO GAS pat Lr (ArIoS ) For More Information: ACTUAL CODE LANGUAGE.SEE OTHER SIDE OF THIS SHEET FOR A 'FIT POLYETNYL.ENE LAYER CLOSELY TO PIS 1RATIONS(AFIO3.5) SUMMARY OF OTHER PASSIVE SYSTEM CODE REQUIREMENTS. •SEA COV TEAiRs'yNTH ADOIIONAI:t'O YEiun s (AFl033) www.bamn.org/energycode FOR PRECISE REQUIREMENTS AND OPTIONS OF SPECIFIC CODE SECTIONS . 800-654-7783 x 166'or 651-646-7959 x l 66 CHECK THE ORIGINAL CODE LANGUAGE AT www.bam.org/energycode © 2009 Copy9t Builders Association of Minnesota wwvbamn.org Radon Reduction System ❑ Sub-floor Preparation o Add a 4" uniform layer of clean aggregate that will pass through a 2" sieve and be retained by a 1/4" sieve ❑ G-mil poly over entire sub-floor o Lapped a minimum of I 2" (previously 6") o All punctures or tears must be sealed or covered with Poly ❑ Seal all entry points o Polyurethane caulk or elastomeric sealant on openings around bathtubs, showers, pipes, wires, etc. o Polyurethane caulk or elastomenc sealant on all concrete joints and the joint between the slab and foundation wall o Polyurethane caulk or elastomeric sealant to fill joints, cracks, or other openings in foundation walls o Gasketed sump lid is required ❑ Minimum 3" ABS or PVC gastight pipe o Must go from the sub-slab base and run all the way through the building floors and terminate at least I 2" above the surface of the roof o Can be installed into the gravel with a "T" fitting. o If we install I 0' of perforated pipe, can include elbows o Route the pipe through conditioned space o Locate the end of the pipe that terminates on the roof at least I 0' from any window or other opening in the dwelling that is less than 2' below the exhaust point. The end of the pipe must also be at least I 0' from any window or other opening in adjoining or adjacent buildings o There must be a minimum of 24" in diameter (pipe serving as the axis) around the pipe by a vertical distance of 3' to allow for the installation of a fan in the attic in case the homeowner chooses to change the radon ready system into an active radon remediation system ❑ Label the Vent Pipe o At least once per floor it. in accessible attics, the pipe must be labeled with the words • "RADON REDUCTION SYSTEM" U One electrical receptacle in the attic o Must be near the pipe where a fan would be located if the homeowner chooses to install an active system after construction ❑ Active System o An active system can be installed. o With an active system you are reciuired to install a continuously exhausting fan and monometer or other system monitoring device • Architectural Manager Page 4 6/8/2009 2345 Oliver Hill Orono HVAC Load Calculations for Country Joe Homes Prepared By: RECEIVED Josh Gray Sabre Heating And NC JUN 2 2017 15535 Medina Road Plymouth,Mn 55447 763-473-2267 crrY OF ORONO Tuesday,May 30,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. ~ ^ Commercial HVAC Loads �- � Software Development,Inc. Elite • Sabre Planting&Heating 2345 Oliver Hill Orono Piymouth.MN 55447Page 2 Project Report Project Title: 2345 Oliver Hill Orono Designed ByJosh Gray Project Date: Monday, May 30, 2017 Client Name: Country Joe Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Road Company City: Plymouth, Mn 55447 Company Phone: 763'473-2267 Company Fax: 763'473-8565 Company E-Mail Address: jooh.groy@oobvnheating.com Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Ra|.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Total Building Supply CFM: 1,352 CFM Per Square ft.: 0.301 Square ft.of Room Area: 4,498 Square ft. Per Ton: 1,481 Volume (ft3)of Cond. Space: 37,328 :#7 ��Total Heating Required Including Ventilation Air: 56.374 Btuh 56.374 MBH Total Sensible Gain: 38.971 Btuh 82 % Total Latent Gain: 6,483 Btuh 18 % Total Cooling Required Including Ventilation Air: 36.454 Btuh 3.04 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edidon, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. • r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating 2345 Oliver Hill Orono Plymouth.MN 55447 Page 3 Load Preview Report Neth ft? Sen Lat Net Sen Sys s Clsl Aot Duct Scope Toni /Ton Area Gain Gain Gain Loss CFM CFM; CFM Size i Building 3.04 1,481 4,498 29,971 6,483 36,454 56,374 655 1,352 1,352 System 1 3.04 1,481 4,498 29,971 6,483 36,454 56,374 655 1,352 1,352 12x19 Ventilation 1,054 4,409 5,463 7,057 Supply Duct Latent 121 121 Return Duct 60 53 113 400 Humidification 6,270 Zone 1 4,498 28,857 1,901 30,758 42,647 655 1,352 1,352 12x19 1-Lower Level 1,344 1,410 0 1,410 9,387 144 66 66 1-5 2-Main Level 1,344 16,152 1,901 18,053 16,739 257 757 757 7-6 3-Upper Level • 1,810 11,295 0 11,295 16,521 254 529 529 5-6 M:\Sales and Estimating\Heat Calcs\Country Joe 1-lomes\2345 Oliver Hill Orono.rh9 Tuesday, May 30,2017, 1:59 PM • I Rhvac-Residential&Light Commercial HVAC Loads it Elite Software Development,Inc. - Sabre Plumbing&Heating 2345 Oliver Hill Orono Plymouth.MN 55447 Page 4 Total Building Summary Loads y, -tfro0 0 ci •�'�� .r � `�.t°�°t�. #F.-� cY�Ym Y X � ��'f'� �L�s��� �� x n � "'d �,M M ���t }� a'�,o x �'3 �. LOW EE: Glazing-Builder Grade Low E Windows& 487.3 13,564 0 14,180 14,180 Sliding Door.32 U value .30 SHGC, u-value 0.32, SHGC 0.3 11J: Door-Metal-Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-8:Wall-Basement, concrete block wall, R-10 1104 4,034 0 0 0 foam board to floor, no framing, no interior finish, filled core, 8'floor depth R-20 12F-Osw:Wall-Frame, Custom, no board insulation, 2071 11,892 0 1,817 1,817 siding finish,wood studs RJ R20 Closed Cell:Wall-Frame, Custom,Spray Foam R- 444 1,932 0 344 344 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 1810 3,622 0 1,998 1,998 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20-c: Floor-Basement, Concrete slab, any thickness, 1344 3,157 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 240 731 0 67 67 R-30 blanket insulation,any cover Subtotals for structure: 40,904 0 18,950 18,950 People: 5 1,000 1,150 2,150 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 2,143 174 438 612 Infiltration:Winter CFM: 0,Summer CFM:0 0 0 0 0 Ventilation:Winter CFM: 190, Summer CFM: 190 7,057 4,409 1,054 5,463 Humidification (Winter) 17.10 gal/day: 6,270 0 0 0 Total Building Load Totals: 56,374 6,483 29,971 36,454 .i.,:",'. RO' I Total Building Supply CFM: 1,352 CFM Per Square ft.: 0.301 Square ft.of Room Area: 4,498 Square ft. Per Ton: 1,481 Volume(ft3)of Cond. Space: 37,328 :Q Y: .a rx''-` Y -5.t'�vp 'e• :�^'4, s Y s i .- '*'S %31'v "r`.. 'r¢yt^ 1 ?" ,,.. > � a ? � a .�u :�: '+ ,tJ ,.. :t_..� a,. ,. 4 . S�`x. s�z��r. �r .,�tr� � �+. ��i h,'�.®m,.•� ., . . .-� . �,s� .7�.„ Total Heating Required Including Ventilation Air: 56,374 Btuh 56.374 MBH Total Sensible Gain: 29,971 Btuh 82 % Total Latent Gain: 6,483 Btuh 18 3/0 Total Cooling Required Including Ventilation Air: 36,454 Btuh 3.04 Tons(Based On Sensible+ Latent) M52.:k c,0 :Fad': Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\Country Joe Homes\2345 Oliver Hill Orono.rh9 Tuesday, May 30, 2017, 1:59 PM Site address 2345 Oliver Hill Orono Date 5-30-17 Contractor Sabre Heating And A/C Completed Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4498 Total required ventilation 180 Basement—finished or unfinished) Continuous ventilation 5 90 Number of bedrooms Directions-Determine the total and continuous ventilation rote by either using Table R403.5.2 or equation 11-1. The table and equation ore below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ an.ft.) continuous rontinuous continuous continuous lontinuous continuous 1000-1500 60/40 75/40 90/45 105/53 20/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 580/9) 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation.For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. • r Section B Ventilation Method (Choose either balanced or exhaust only) ElBalanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only Ventilator)-cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilatio rating by more than 00%. Low cfm: 93 (High cfm: oc Continuous fan rating In cfm(capacity must not exceed .7 I v V continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts.Low cfm airflow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fon must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fon is for,the location,cfm,and whether it is used for continuous or intermittent ventilation.The fon that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ERV has wall control set to 30%=93 CFM ERV has wall control set to 60%=186 CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.if an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 4498 unfinished basements) Estimated House Infiltration(cfm):[la 675 x lb] 2.Exhaust Capacity a)continuous exhaust-only ventilation system E RV = 0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); �] Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimated house Infiltration(from 675 above) Makeup Air Quantity(cfm); (3a-3b] VSI�00 (if value is negative,no makeup air is needed) — 4.For makeup Air Opening Sizing,refer to Table 501.4.2 NOT REQ. A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. • (., t Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances _.Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air s/ Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) (Size and type Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 1 Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 80000 Draft Hood Dan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood IIFan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 0 ft3 LxWxH ow EH Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)i s less th an TRV then go to STEP S. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 0 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 0 + 0 = O TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 0 / 0 = NaN Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.00 = 1 .00 Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: 0 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr d I vid ed by 3000 Btu/hr per in: CAOA= 0 /3000 Btu/hr per inz= 0.00 in: Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 0.00 x 1 .00 = 0.00 in: Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD=1.13 V Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. +r IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) i (Btu/hr) Fan Assisted or Power Vent Natural Draft i 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 -4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8, 25 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 111500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22 U50 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23;100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. l OLt VP2 Hi u— - LSD t t4 ® �� --. Conservation Notes 9gg c. invasive Species Removal and Management Plan �? oN MO _ I 1.Common Buckthorn-Rhamnus cathartica removal tom West and East Tree �j� E• 15"RCP SAN SEWER m� — —s — _ — _ — m Stands I -. Inv 99 loin. PVC a�? > >--->---->,____,>_> 2.Reed Canarygrass-Phalaris anmdkiacea allowed to remain n wetland areas Inv=992.4 EX 15'RCP SAN EWERt + 4�7 99? — — — — — V because they are ecologically off limits and cannot be disturbed without a permit ' 990 and sequencing analysis. le en FM 4‘ iiigerki1 PERENNIAL 'CANTING �f'/1lilt O'`� Yti3i b. Treemft'mitigation i C � + I ga plan-diseased trees will be cut down and BED ( • `_�� Ei� •� �•�� RRESERVE v removed tom the site,trees native to the big woods area will be replanted as ANN,i ii O •l- -e• _ 'e ��/4 , EATINGI I repacementssuchas: _Iv,.• ii • ` • • `..\ \ v Basswood-Ttia americana L__-- •� I Red Maple-Acer rubx,m C , I; / .m �! . Haclberry-Collis occidentalis 998 al N • i . ,, 9 Gse"1 r \ I Black Cherry-Prunus serotina — � `��-'-►• • • I ( 1--I v c. Tree protection plan-The northeast tree stands will be protected on the site. if + (— ` l I "�`r, ------$9E-- �� ' y trees are lost tom these areas,trees from Item d.above wit be planted as a t1!' QQQ d. WoectimCoom-tel/4 01��( ___, - ' ► i •� v��� IsiviN �Itg.g Ell O1 tot16.-. ....:,..H04.1k.,am / AAT1QQ2 I'll�rA1 r Z' .__ , Nati , r -,„, /' 1 , , ,• ! ik\ � II OC - v 7.Long Term Preservation-Thefuture property owners will maintain the Northeast Tree VAI V Stands,and the wetlands. I1 lie Ea \` lig \,,,c0 . cl,ro am ' '.� r • (Ag_i ►�����' • LA v 8.The future property owner vwillon agree to the Items specified n this document by covenant , _ agreement with the City of Orono. �� Z• I ���!•"17 / 4 all\.0 �. �Q� 1004 P.1 "7-Auk __i , � ,a l ---3 Ja,,,Llok ink\ :N\ • Ot/ L---i------ 116,411' OP4 4A �• • �tl r.i�ali:��� n G �� — `4 �� 100811 i� �`� Wr9 kb.- 11.1111111 I AMMO .d. LSI 1010ll " -_41411F-641 s •��' M MICE ` I H•u 1ulEriAlk L RI ti I +-_ a PLANT / 1. LANDSCAPE DESIGN BY KELLEY & KELLY. NOTE 11 1 +� 2. CONSERVATION NOTES PER JACOBSON ENVIRONMENTAL CONSERVATION PLAN. 1 012 11Ii 1 I ' i' LIST 0TY KEY COMMON NAME NATIVE PERENNIALS _ Mr., *1 \ 6 SO SWAMP WI ITE OAK BUTTERFLY FLOWER 111 I I �- ` ` 6 HA THORNLESS HAWTHORN 1_ SWAMP MMJCWEED - ditik lQ ll �.i. ' 49 jit..> � .\"l, S SM SUGAR MAPLE ASTERS Pi,' ' i, .` �13 8 WP WHITE PINE TURTLEHEAD i i , t�j/,16 6tONW00D JOE PYE WEED r-1016 �C'1 �� /�• 111 5 LA LARCH GRASSES IL i4,414 / I ��'�C� 6 SC SNOWDRIFT CRAB SIBF38AN IRIS N ® - Mr �� i 8� NS NORWAY SPRUCE CARDINAL FLOWER l, Em '� o: •---n �i•� j �'.��� 2� WV WENTWORTH LABURNUM it 1 ON WEED II -l' 00 O �, `a — CULVERIS ROOT _• r+' 17 IAF MEADOWLARK FORSYTHIA �� �O7 �P11�F I L PRESERVE 21 a COMMON LILAC BLACK-EYED SUSAN COSTING — 33.•'+_• , r TREES 31 RD RED-TWIGGED DOGWOOD BEE BALM ll �p� I 10 AH AMERICAN HAZELNUT SWEET FLAG • - 140,/,_ ll II IT TREE RICE 14 SV REGENT SERLACf73ERRY - 1 x o JM 60 DO 8 I WH COMMON MITCHHAZEL a.111.• ivw 199mi 9 PA AMERICAN PLUM OLIVER HILL PROJECT Na KELLY & KELLY LANDSCAPE PLAN 13-037 THE BROADWAY GROUP, LLC. Na DATE IFSORRN ORONO, MN SHEET NO. 1 OF 1 SHEETS DATE: A 07/ 09/2014 CERTIFICATE OF SURVEY ADDRESS: 2345 OLIVER HILL FOR COUNTRY JOE HOMES -- , , ,l6 SANITARY O ';Ca-r rcA,-V '. I/"�' "/ RECEIVED - - CENTERLINE — � � -� /��1/`��ti (/V OLIVER HILL RIM=1005.49 R_1.3.20 , k JUN 2 2 2011 6=12.5,, ,2" L=37.00 10077 1007.5 CONCRETE CURB 4 GUTTE- 2 r. 100411 1008.3 – �, / . CITY OF ORONO ! z �'1� a„',111 1 •, 90°00'00"E 75.1)0 1- I .. a N 1009.4 � UTILI PROPOSED 1 .' SEWER �� OX NIP WELL SERVICEI ` e,_.•4: ' ---/ 5a X.1010.1 ,� /'o/� ti�l� l �r 1 ,e47 A 1 r .vde- f to SIDEWALK Gl /. v. b' ,�o- 35.00 4[m11ir� " — i : l' 400s zz.o NOT 20 0 .),..)01 ,� � ti � PORCYi cu GARAGE � � y�, o� UJ i CIO 7.� i_ �[!:1 ��, I 'i`OJ J�i f //i.. % q o I ?O / 20.0 19.5 I ,,,..=(5: \ O` / 1 L.L. t kt 0 • ` \ i PROPOSED GARAGE j 2-STORY r -7 3 1" = 20' \ ` t FB/FLATIz `f O t 1007. 7 ® Off' _._ , :` , I _rti_ °/' 8 I I, ,.ty <9.4777 , S I 15.00 4z.0 //. 0 4f Z ' t ' WINDOW /) WINDOW 97; t –� \�\ \ LL7 WELL WELL / 1 AMID u v N. • _r O CV I 2� o DECK �I. l ® y ATor1/4\ I I DIRT PILE 16.0- = L50'4;t‘ ' i PROPOSED % N. C P/W/ SILT FENCE • Z • I CD a Ico ! -,\ N I \ \ \ \ ) . \\ ' N... �. „ LOT 1 WI \ \ \ \ \ \ \ BLOCK 2 aI I \ \ \1,� I I . \ ,. • NOTE: ALL BUILDING \ DIMENSIONS ARE SHOWN TO OUTSIDE ( 1 OF FOUNDATION WALL l° I \ \ / I / \ 11 / � \ DRAINA�¢E E UTILITY_,! d .L... ........... ,. .. 41____//, EASEMENT \ S89°20'34"E 111.93 ,- �_ 0 DENOTES SET IRON PIPE MONUMENT NM S-1 LI / , • DENOTES FOUND IRON PIPE MONUMENT `"`��% i'- - DENOTES PROPOSED DRAINAGE DIRECTION 1rnp° v ' �� ' S� 1-�'T, LOT AREA = 19,549 SF � �4Afarr V�6 HOUSE AREA = 2,115 SF DENOTES SERVICE LOCATION L� S00 DRIVEWAY AREA = 742 SF D DENOTES WOOD HUB BENCH-MARK SIDEWALK AREA = 146 SF RIM OF SANITARY MANHOLE PORCH AREA = 160 SF 000.0 DENOTES EXISTING ELEVATION 40' NW OF THE NW CORNER AREA OF WINDOW WELLS = 100 SF OF LOT 2, BLOCK 2, ELEV.. _ (000.0) DENOTES PROPOSED ELEVATION 1005.49 TOTAL AREA OF HARD COVER = 3,263 SF 16.7% 11E=000.0 DENOTES HUB ELEVATION I�* r0 OA/ r - ---- - ;-'o0 DENOTES EXISTING CONTOUR l PROPOSED TOP OF WALL ELEV. = 1008.7 000) DENOTES PROPOSED CONTOUR PROPOSED GARAGE FLOOR ELEV. = 1008.4 PROPOSED BASEMENT FLOOR ELEV. = 1000.0 DENOTES BITUMINOUS SURFACE PROPERTY DESCRIPTION ' DENOTES CONCRETE SURFACE '• 4 LOT 1,BLOCK 2,OLIVER HILL,CITY OF ORONO, HENNEPIN COUNTY,MINNESOTA. Bohlen SETBACK INFORMATION: I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Surveying & Associates FRONT = 25' UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SIDE = 10' LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432 Foliage Avenue 1682 Cliff Road E. REAR = 35 Northfield,MN 55057 Burnsville,MN 55337 Phone:(507)645 7768 3 Phone:(952)895-9212 DATE: 6-14-2017Th11.,11/�M I,Q.d/U, tomeara@bohlensurveying.com Fax:(952)895-9259 THOMAS J.O'MEARA,LAND SURVEYOR Z:\S\Projects\orono\oliver—hill\dwg\LOT1 BLK2—CERT6-1 4-1 7.dwg MINNESOTA LICENSE NO.46167 , / YOUNeFIELD SERIES 2015 MN BUILDING 4 t.u) _ a'-o" TALL FOUNDATION WALLS ENERGY CODE w W EXTERIOR FOUNDATION INSULATION FRAMERS - 1/2" BILDRITE SHOULD BE FLUSH W234ITH CONCRETE ADAM54O KERRY ALBRECHT5 OLIVER HILL L0 O I . . „ �o 0 FRAMERS - MAKE SURE THERE 15 ICE d WATER SHIELD BEHIND PORCH g N E Porch �' Nem LOT I, BLOCK 2 W z1 it DEC EDGERS `i=: OLIVER HILL O_l A 4$ 3/4" SUB-FLOOR x x4/cm= a, "w4 ORONO h W G w I-I/2" TOP CHORD `� :;.,.4w• LL o �P% w ,� C ARAGE LEFT II--2 qr. r.a ii ii ii ii iii ii �ii it ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ri � \ ��• ��.,.X. r,.Nxv ...XX'X',, ,e "\xx\\..1p . FULL BASEMENT : : : : : : 8" x 8" 7 6" ROUND PIPE 200 AMP SERVICE O O DUCT V�. . . . . . .. . . . . . . . . . . . . . . . . . . . .. $ :° • ° .. .,. FLOOR AREA r am §. CONCRETE.as- , f ° ! ' a < 4 • 7N5 DOWENT FAS BEEN • - - - - . . . . . . . ' . ' ' ' ' ' ' ' ' ' ' ' ' ' d FINISHED UNFINISHED PREPARED BY MEMO ° • • • • • I-I/2" SPRAY FOAM (R-10) - . . . . d • ° . e �Q _Y. d.' .. °A °. . _.. GARAGE - 'RI 5F H50456 OMES INC AND IT'S c pc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3° BASB434T q25 SF 421 SFnEFOR as WILY Cr :. , e1121BI LIC w r FIRST FLOOR 1,544 SF - HORS ARO ITS EXPRESS A261616. ACCORDINGLY SECOND FLOOR(A 4 B) 4526 SF IT MAY NOT EE°THRIVE ♦ \ BONUS ROOM 284 SF - REED MX PEPRAZED N INwae;aR OaNBeD CR ENTITY DUCT CHASE AT FLOOR MU% I-I/2' BOTTOM CHORD l'-4' 1T0n1 w PMSC",INSPIRE PIIIeR wet meg 0 FILL 20' FLOOR TRUSS WITH ALu nNrM SOFFIT TOT 4/71/SF OF SCALE: I-I/2" : I'-O" LOOSE FILL FIBERGLASS INSULATION1x6�,`IRAP ) Y RESERVESH MEI o ME CHNISSICOPICATIOM LP PANS. ›- FLATWORK SQUARE FOOTAGE OES 2�-i" 2'-1 " 61_31" 2'-i" 2'-1 " W/CEDARMILL / I-2• / 6AR SE SLAB 129 SF I . RMlen Mk) f , f f , I 1x3 LP TRIM ON FRONT ) SIDEWALK 1116 SP SLAB SF A MAY I,227 f BACK OF COLUMN © MAY M6 Dort \ ' 1x2 ON EAGN SIDE /�� *� a my sawn SHEETROCK LINE OF bxb TREATED P05T > NALL LEGEND S ROC.K 3/8'BEAD VULKE'1 CAULKING 2x6 BLOGKIN6� 2,-0ALL 4 SIDES GONCiRETE WALLS J 11'111 LP TRIM LAE'® ;:z; 2x6 EXTERIOR WALL WITH 1/2" f LUNE O G to 1.7,5/4" FLAT x5-1/21 • SH EATFNNS- INSULATED �w� Ixb LP TRIM L k����� 2x6 INTERIOR WALLS ,r �dJ %�::� R:STONE. Ixb 2x4 INTERIOR WALLS il „_ I 1x3 LP TRIM ON FRONT > — BRICK/BRJC.K LEDGE H .!�. - 1r LINE OF 1 BACK OF COLUMN FUTURE FINISH - -14- ® - I 1 FIREPLACE 1x2 ON EACH SIDE LP BASE WITH STRAIGHT .o..� i'.. 731 LP GOLJJ 4 5 BRACED WALL REQUIREMENTS (y� N■ cn �T■� U) LP PANEL--- > NO' n (FULL SHEET OF SHEATHING) �) f e sem NW W/GEDARMILL 7"- —A 3/8'BEAD VU KEM CAULKING 0i�I III Ili _ - LIFE OF BOX ) ALE-4 SIDES �— D : cpAriiiif if-:®` O �� Ixb LP TRIM 5/4 CEDAR DECKING HEADER HEIGHT SCHEDULE 4'STEP-IN n 1i6 ® 61-11-1/4' / 51-21" �'-4 ' 3,�„ �'-4f--- 5'_2 a �I-5 I, 0T.O.RIM \� 22;/ ?\/ �\�� \ ® 8'-0'Ib'-Q" TILIsSTANDARD �Y'1o DEUC J015T G ,�1�1 1 / WITH STONE OR MARBLE OPTION ' 11'-5 " RAISE FIREBOX UP 2" 2X DROPPED ) ® 3 OFF Ftp.WALLil 3' bxb POST > T.O.WALL /`-144 11'-6 " 2'-10�° �Y7 `► 24 24® ®2424 12•GONG.PIER > , 116. W4• +.J✓'�✓✓✓'SIJ�� >✓>'iv✓''i✓✓''A'✓'�i>✓''i>✓'�i>✓'�i>"AP"AP✓''N✓''H✓''i>J I I i'✓J✓'�N✓''IJ✓'�✓J✓'�✓> MAHiftXTreA°1116E 7-0/4' ` CLOVER�T > 4P / kr RECEIVED 0.110 J� / T.O.FTG. /` 4-5-11 lip �Y7 LINE of GAS FIREPLACE / JUN 22 2017 TT1-8 '��. / doolmlap Al ABOVE FIREPLACE I- 6�_•'2�� a FIREPLACE / ENTERTAIN ENT CENTER 2'-0• CITY OF ORONO \`A-09 r.nl IMAM $d. - [Anew, IARC., -ATI?bl�l.ir i c W 0O 20 00 a"o %_ J SIDIN6hW w WI 5-I%(4'EXPOSED) ^ 18'RAGE AT OAKES ON O a VINYL LAP b THE FRONT OP NOM > A. . AREA B1 5-V1' e 5PEc1U5 BL2461 s a 12 Z f.4 a SMARTS E 5151.E 8RDS^ • M 8i- -,D ` T i 1 l O 0 HARDIE SHAKES � 11111111111111.6-1111111111111111111111111=111111111M111111 11\ HARDIE SHAKES V�` 12 .d�hl► ■1111■ II. / tnis \ PREPARED BY YAM6FlBA 12 8 ►. HOhES NNIND,AND BEEN S 58MA�RT 5IDEZE EO BIBLE .�� �1►. ►, TS TIE EBERT OF TOWED ./,ll 1,. Thilral /r\ ,` NOM25 A. C EXPRESS A5GI6115. ALl�ORDIN6LY I I ■ - �` iii I • RELIED WON Br,PMCCUCED IT MAY NOT BE OTHYMEE - I— �-- JJ L ME wM■ .! OIL ■■■■ I-6` ELEV. 128'-5 EAu�+EA OWNZsii ED TO ANY PER50N DA ENTITY —_ --�-�- i■I 1 i 1 I Prada rtnnet co► -0• _ I ll ■■ ■■ ■■ GFYQN6FBDN71EtNG HARDIE LAP-----— — LII' ii 4 TRIM (I■■II ■■ I= I ■■ (-5-I/2'GORNER na°s 4'-04° ' TRIM TO PM A5 IT ft-TERRIES ® mow L — --- _1 � FRONT ELEV.ONLY ► . _ w. Iwrten Dab 0 12 1111 � III U QI MAYI.90R -- 4 I I 111111II 17 II ,III I IJ,.�I I `' ' ' A,MAY le,Corr ....am 6'TRIM P. 1 ELEV. 120'-3-T 8 MArz,�orT _i/ I VENTILATION REQUIRED 4 J, III I III I I I I III I, L _ J L ® ® I _ _ \,. J 0 _, I 0 1--, 1-7 _ _ Di _ 1 i • 1 1 _ _ _ MIN No 1 U 1J _ ,__E; _ .; __..___L__._.______________ _ TKO -_ I I I I I II II o IIIII WI OM / 1•V-6' / HARDIE SHAKES HARDIE LAP TO.FT?. I I I I I $ 'D. 105'-0 C —I I I LINE OCONCRETE F 12' I II III L _L_I I I I TOP OF FTg /1......EL.I00'-0 ELEVATIONS .r. eFRONT ELEVATION - A 'T SCALE: 3/16" = I'-O" .....,, RD s J / d -1 11 —1-11=11. 1 � : � b b a �" �� 01 Li 4D III .. \. -_t 1 I $10 ,Jcs 11 En z h A _ 1 ..... 70> 14 _ , , .0. 11 J., cn ► „ Cn Nr 1:1 a ? O O >_, lt,g1E vp z O / . ❑ LI— ?E $ q u3_] J 1111. 1111b b LI-- II ' '' i.Si II II II N UN .k f— ❑ ,1r 13 1 .93 N 173 P— O b s g • a. ❑ (771N IT II "- �� 111111 1 T ❑ lc� 11 N N� En —I ill 0 kg Ill 4. T Nrn sA ' I N______, Si. > g -- � rn 0 es O O - � a;.' to 2 ° O �__ z I a n u O _. , s• -. tx rn � - 11.1 - 11 a 1 NE El u . .,.„ ,,....... ..- › i -1, - z 0 1E + 1 j 4 I R© pP.! iiiii ili P 11 1 COUNTRY JOE HOMES` I + SONOMA t 1 fc g P g 1 YOUNGFIELD HOMES STORY 4 BEDROOM li i i 1 A, lip NAI jr 1 22260 DODD BLVD. g IA � LAKEVILLE,MN 55044 ss1_ Pone(952)469-4066 / ii � / LIC.#BC627670 J J 2V-01 II I—H 1 7 - El 11 1 Ye g t rn e .,` 1 - . • - • . • . • • • e .. . i 1 1 A _ diiu b P , ! I i'l sure SLAB POR DRAINAGE( U3 oo@e g 1g ._ ., I . . _ci_, , .. 44 q $ 1 I t! �g g zN w -j CP a En rn b A i Pi 4 rn a; % • bb� g I' , ,_ z Ti < b r a II- a: _i4` • z0_ f 12'-0' iei 1'a0k b'-3'Mo. lea I sa 62 • V M ‘6._ I h 4' 4'-4' 1/1-51 !6.o , 4'-0' . / 17 - 7 . PldWrilliri - - I Nir --. — — —1 �� �� — • - 61 qu • b b 41 v L. 41m L•14 10 04 '' I w P5 Ij7E 1L-- MS Ng� Ix I • ' b s O 1?4D3-- i • u b• .��, 3 g- 2 IST 1 I ��t' .% / 1t, 1 G. b I o E� I _ .. $b � dtat A� ., I lo' ' a'-11 • I! jr .A4V iii I .. a _ �� LC bin my .71 • a -• .. 'iii_ ` III_ - P, _ fl ,!7: ‘, @ IR x• ol(0 - — t. ® i 11-1/21'TJI.JOISTS•leOA 5 b' •� b 1`r _ i I' -(> x a \SEE FRAMING PLAN ' ill .., 1 r III 1 ! !!! iiii ii , m JL p by is....t ‘! .u. a 1 f !NH f. 415! ii . -1 Pi \ 11 4 Jñfl o , a / a513 6• ilt / g141 o f.' .,z iii Iii.k2: Ili g() 11 ., .. . 0 3 VabIiy� # x ib1 . io^ 4. I o Fhil $ / g ,3 diFPb P° :•� i b b1i br �l to I .AND N $ Pb .. 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I26'-5" r M7,6 1 THIS DOYAl1EIQ 106 BEEN PREPARED BY YOUI6RB.D I-011 HOMES INC.,AND ITS MIMS A5516t6 50LELY FOR REEERTOcYOlI D HOMES AND ITS EXPRESS ASSIGNS. AGGORDIN6LY IT MAY NOT BE ORERWEE RB.ED IRON BY,REMO= II NV MINER,CR DBJVBED TO ANY PERSON OR ENTITY PIIHOUT,M EACH INSTNIA RE PRIOR We career Cf%OWED MIL ch 2ND FLOOR Yau+G1E 5 T NOME,UNG. ELEV. I20'-3-'I/6" ��nas TO RNC AS IT MOMS 1ECE56ARY. No. IYNnen Delo IQ MAY 1,2017 ®MAY M.70fl a o I ` J SIDM ONLY *Value RAIL N'S SYSTML IST FLQQR - - - ELEV. I10'-2-I/6" l� I �.4� ..{•y ..l'I dTOP OF WALL — – j ,... :.,:•.' r I 01 EL.106'-0" TA FT6 _ EL.105'-0r / 3' " / 12'-0' � _I I I .91 PARTIAL LOOKOUT COLUMN FOOTINES E6RE55 PIT SHOULD BE THE SAME HOUSE FOOTINGS I� H IF SOIL.IS UNDISTURBED OOF I TMAKE FOOTINGS 42'PEEP ELP.IOO'-FTO"6 REAR ELEVATION 41 1, SCALE: 3/16" = I'-O" APRs riOOR PLAN 4-d-TT TLD oM..y rwy RD Sri DECK-29 C NEW STAIR REQUIREMENTS ___ 4r-0' W In J— O" W LAYER OF O TILE ON THE NAL.I. / 5:- 4' S'-I ' 3'_I 7'-I' / -/L54( 4'-q' O 1116. A THE SLIDE IN TUE) IIx® 0 .,� ® S 4ax 96x60 mum 4a l2) v, o 1► o � S �, I_I/'fi ;::•; �: �''•�1 I:;•; . . .. .::�I I I <::,�a:;.;: :.;> .a �� MIN. TREAD 10" ` �� ` >.:;�. � ,r�r- 2�I0 4 •- 11.)Q N MAX. RISE 7-3/4" ' ivE' ISN Tue ISIS--- -- In o- h•; O W C w I") N MIN. NOSING 3/4" I�` �` 6'-0' 14'-6#' _ H A a.°: MAX. NOSING' I-1/4" 5'_ - 6-7 • CROWN MOULDING -•� _ a LL;5 a>j '� Master ¢' I�F� INSIDE OF SOFFI NV I�. Bedroom *2 1.._I4:lk \ LITEPKAGE Z VI SP MLR/ 1 i 1 'S.s• 4 < y �^ I Ari. / O 1411-66 0 m ' V> TO t / Q ■� Master • / I s r HAS�+ cz.'z:vi '!MN' Bedroom \ ��BY rarao �I F 1� MUM parr VW ~ •Plcr HOMES 661 ,arm ITS .� \\ .. PORl ' ENTCf5a0L8.Y FOR1fE�BifOFYQ,KFED Both 2 IT MAY HOT BE OTIMISE 4 il • • rilitillnAl: I i l'il \ —I 1 VINYL % \- \ '1 W.I.G. c - ,� ,o x,• Emma 0::.z 1, ter, ", I km 5L6" il 4t. Y o - �� •PKT L � i _ .� WINDOW SILLS MORE THAN 6'ABOVE /. \ ` _ __ 1442 O FINISHED GRADE(SURFACE BELOW)OR ®® ITASPLNEOESSmaws LESS THAN 96'FROM FINISHED FLOOR — — �„ . A '�6 SHALL REQUIRE A WINDOW OPENING �/ .x1 • II :fir w w..rr.Pato CONTROL DEVICE ® 6'i' Z'�' 4=T' _ in IQ we 6 zn HALP HIEN _ DN WALL(«42•)_ , ® I.. I \ e NAY 111.221 I � MAY Doze Q /1' > I o _ n ;® ,� �, A _ Ian I ® R • I�� �� o Bonus �, 1 I ori �- .. _ / _.. *1m M,..... 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V>zDOK Z O O a y w 0 co.21w at tom ZrW.xZO Start Joist Layout Here-NI . a o w 16"O/c O>:-z p uJ oQFPlo 7, 2-9 1/2"LSL-6' Rim _ 3-9 1/2"LSL rc"-1,2' -iz w a z 1 eIIIIIIIII•:III :IIti:l�ii�Mil 1111111111151.741.10 .I �4 *01M __- IA i��III it i II—f i _I Q m 0 0 Q IS 123 11 I i gel m W 2 q it l I ( ' 1 z• �mO I II 0 Taa.Osr OEMOFO 14-4Nee OF OIE a®marn®aTT� it � €: OVER BEM. oaamuaEOF BOOM ,.1.1.------ -7.0".. 1 I 0 $ I / l ! 1OI tit I18' 18' 1 ii: NOTE FOR MOLE USE E ([ Y,®� !i fplift -lie deta1 i k 1a. z 1i. ( l II , p O wok o c I 1 2-9,1/2"it_SL-4 ilMB& I CO 0 co �_ Rim — Y { [[1 •I1 CCI 4• )E. 1I1!u1ì7Iir } mem nom mot moo mono own=mom writ,nme.mi I re- IS Rim Wo Rim `T+ 1.1.. WARNING Jehb aw uwY.i.wea b.c..hanN M..Includes.. m E - ill �` I c4 � RECEIVED o o DO NOT wa I I E anJoins OO MOT wet on Ai. OO MO/ baWlp M1 )- a N D N N WARY M.TaeBa.T. uwi..iTbr.a feMa� :b.,a.e JUN 22 2017 a�aMaw.. w.uama MOM: a Ixeae erbscrymmeew^mwu can roue b orlon m S u B 1.PO*..e."....tlaumoel em ee bemeevert,a to leg.ma be m"aa..a.....wm.a mi.. 0!Z i' N Z ..w.b.a.m.....vr^^varnWe.w..• ..amw.w..b. .r"o.,--.adia++a...wwr»....w.b.,.u,..w>m.n... CITY O1 a OF ORONO v �. m a one*,aura 5.Erna oridab ..a^w....rw...b...aa,.w.aabw...w..,.w,. Sheet: �Meet,padernhs a. :,M 2.r.°,:�;.:.Ne C.N.O.rw w' . •" 1 of 3 a a A complete Javelin"framing plan requires the Framer's Pocket Guide '-leader Spans: See the Framer's Pocket Guide for Product Trademark Information ri 2 -- Up to 4'-11"=1 Trimmer N F r4 5'-0"and Bigger=2 Trimmersc LL W ***Unless Noted Otherwise-*".'- Z- -- • Mja m W W I-W Z21=- ZO d U m Q Products Wall Framing uJ 0 2 t2 O O PIotID Length Product Plies Net Qty PlotID Length Product Plies Net Qty 2 o as ' IIL F34' 34'0" 11 7/8"TJI®210 1 7 3-2x10-9' 9'0" 2 x 10 SPF No.1/No.2 3 3 . 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Y i �' NM N-!Y i!-_..------- •- . ,';lila i11 _ Et r 3-14"LVL-20' I Rim 3-2x104' Rim k 4 giQ)c105' -2x1 I-9' Rim i I to -atII Y ILO ll Rim I • I 'v NI - 71 J -611 CD J B JI m N r F s 2-7 1/4"LSL-22' WARNING ml N j JMs"sn unsh0"unq Mac.R pony I ar .1.ue I m AdriA 9 Z a /tom- II a ._ z ellI II t) Q O N �•-.� _� ytl _ �1 N t0 DO NOT walk en/Man 00 NON.on plan DO NO'MO PAN. O n O N um.... R,aant lywa R. now,.angronw,.e 2-2x10-3' 2-2x10-7' r Q N o y IALI.Ngy RESULT. Ica aYok My or. OARraMJ NOTES: t3' # L Lack ofprepri.ckq Nun.nfe.eecepn maul i sodas l: e J O tp E OCOEE..Ob.m Pew,pukleirs: E N 0 s O E I.w..,a^u..v....tva.ro." m...r".giTi.ems.ra '.n..an" ..e""e.°'m"t'n,t.` z t° N i 2 `oma..'�mn. ",,or"u.�on`aau�...ar..an..1.....�.....n.en. " a o �,`• to a na0..1010.Rw"'e ..a rtsar".`°.....u. w:�« i�-'...: • 10 DIIiiiIfl!: 43 • ill tid�a aI o II 5* i s gf Willis ga s Ex 13 110 [ I iZ i 111`;aill„ RI =[Z 11 911 a1 ti IG) H• a i.pi 1 €a.€ , 1 rank's eio[ I''' 2-2x10-4'RIP ill x.ip I{ Ii N N 3 O 0 S 1 'e8 Nrv5 CO N F9 'O aro 4 r 0 m =oi �^'wa a a a n N x x 4 iv ,O,O G N-N ON,- N m m 3 3 v v o m • iq r r CO rA r r N N v m , N N Z ' m 0 •Z N X G j 4.1 NNNNW r. n x^ :,:g; xxxx 0 0 0 Q VO W A M^I V N O O O O O i fl IN N N N N N V! h. x x x x x I- 0 0 0 0 0 0 113 3 N N N N N s T a C I 11 V V N ll m m 71 m I3 A .. O=O O ti n O w 0 x z z z z 3 o N o 0 0: 3 .. N IJ N is, N N N N W-0 8 e4 co 47 N x +A A W W z q O N .9- .-. . li 2-2x10-3' 2-2x10-3' N 71 3 3 co I I I N N 0 K N o I ( _ 44 I 7 N I o N I b I _ mil ® ILII I® _ 2-2x10-3' 2-2x10-3' 2-2x10-3' 3 0! C9C ya Fr z 0 rn WA= OZ(13 a am II oB - 5 N 1 z CD 2,3 3 W N N i s N Customer. Youngfield Homes i Drawn By: Jeff D. -.--- -- -- SALES PRESFNTATION DRAWING. Job Name: Albrecht Lyman Lumber Company F RAM E R I TE Drawn Date 6/20/2017 NO STRUCTURALUR CO DIMENSIONAL CHECK HAS BEEN PERFORMEDA ON THIS RRAWIGG, Address/Lot: 2345 Oliver Hill 18900 West 78th St LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN, PO Box 130 Revised By: BASED UPON THE ASSUMED VERTICAL LOADS.BUILDER IS RESPONSIBLE FOR 41 G City,State: Orono,MN OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED -- ®LYMAN LUMBER Chanhassen, MN Revision Date: THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE Plan/Model#: Sonoma ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. Job Number 22082 (952)470-4800 Revision#: SCOPE _. DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE.AND THE CODE. NOTES Youngfield Homes,Inc" 1,THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION. . W 22260 Dodd Boulevard E. o z 2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O.,WHICH Fsi Lakeville, MN 55044 MEETS STUDS SPACED REQUIREMENTS OF CODE SECTION 8602.10.4-WSP AND CS-WSP. J w w A.2x6 STUDS SPACED @ 16'O.C. m o w B.EXTERIOR SHEATHING:(1 MIN.STRUCTURAL PANEL SHEATHING w/8tl NAILS @ 6'O.0 AT PANEL EDGES AND 12' /....441-_- _-:.1. 4,�, �J 0 0 O.C.AT INTERMEDIATE SUPPORTS OR 1W 16 GAUGE STAPLES @ 3'/6'SPACING. `_ -. „BRACED (3-FTI ,s (5•FT) y - y ,(4-PT) ¢m; a 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. a* „• .-.--.-5 ..... '1 7.14.12..--"."7771':6:-.''--1-- \ 3r A 2x4 OR 2x6 STUDS SPACED @ 115.0.C. UNE "x""'-"4L�`'''`M'�a.:','.:/,y ... -" _rr _ -..,. .,. ..,.,-.,. •Y "' "^` .� , 4, Revision Date Description B.WALL SHEATHING:W.MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/Stl COOLER NAILS @ 8'O.C.MAX.OR ""' a is TY.w - TYPE SAN WALLBOARD SCREWS @ 16.O.C.MAX(%MINIMUM STUD PENETRATION) * .i r-� .. BRADEP-} t4 ,�} lam)= 4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. GALL / (SFT) (SFT) - - -"` :< _ WALL UNE aa-`rY'"'t r • """" ' A.FLOOR FRAMING SPACED ATEMAXIMUM OF 24.ac. WALL UNE ><s"=="O '=y :; _ '"^ L EV ,u�§' -" B.FLOOR SHEATHING:55"STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6.O.0 AT PANEL EDGES AND 12'O.C.AT -- me,a ,'{ f4-FT) t '. INTERMEDIATE SUPPORTS. e. 3 -; .� a t J- - 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA ,. • w A.ROOF FRAMING SPACED AT A MAXIMUM OF 24.0.C. ° "-':w.{"`� � � _ r Jp r y B,FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CUPS OR EQUIVALENT AND(3)80 TOENAILS. -� a -- C.ROOF SHEATHING:Yz'STRUCTURAL PANEL SHEATHING w/84 NAILS @ 6'0.0 AT PANEL EDGES AND 12'O.C.AT ,�< m .R e e`T" �,',.� V , _ _,u, y Y INTERMEDIATE SUPPORTS OR 1%.16 GAUGE STAPLES @ 3•/6•SPACING. \ -- x�•s 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)16d NAILS IN w .z .,,� " LAP NECT. N CORNERS AND LY NOTED ARE LAP PLATES IAC AND PROVIDE WI(2)10d FACE LE R6 - ; -' - , 4,4 } ` • j = - a PPP 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE 8602.311). r _n4 o 5o . • -' r ii°- '"i = T. :�'- k _ _ -- ,,x i 7T 5 "� >\ - 8.ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTION .-_-,....+ ; ya„ - `"',, '' "Aj .' + r .-•.I' �3 ,'- k ' 3 FASTENED TOGETHER w/8d x 3'LONG NAILS @ 3.ON-CENTER.CALIFORNIA CORNERS OR TRADITIONAL CORNERS A, r,...�. .- xq ....±077•7';',"7-1- 0 .m rt ""'a" ..::J : - _ a ....... .. - �-+. ARE ACCEPTABLE PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDS r-; '� -_� -- '_ `'J' ! + yyl _ __ _ FASTENED TOGETHER IN A SIMLAR FASHION. I ' .-: } _a .n • \3� "• =8 „ -�R _ PLANS SHOWN LIGHT IN BACKGROUND ARE FOR 9.FRONT PORCHES ARE PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL ` - o' 1_.n. T, .- - 1 --' 1 _ _ "�3" 4 1 LOCATION REFERENCE ONLY.PLAN NOTES AND i w MAIN WINDFORCE SYSTEM OF THE HOME. _ y ; �- * ` R� Y. "I - ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY MATERIALSL STUDS( ) 's,� �'r m f x -'r P rIf •1 'V a 1 4 jI 'I SUPPORT THE HANSON GROUPS DESIGN. OR BETTER WALL STUDS(OVER 101- SPF NO.2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF U - $ ._ "„ ` + ..�, z_`t-:�,.. 1.2. BRACED y"" - , DIMENSIONALWM LU10'MBER:LESPF NO2 DGRADEEOR BETTER FLOOR LIVE LOAD: 40 PSF • r ` (7 ) a r: 3 i .1 /ay+Y^ )3 j� -WALL UNE T_. �; ., } N }.....• = 4y� +. d J T TREATED LUMBER: SVP N0.2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PBF - _ i LSL: 1W WIDTH-1.55E OR BETTER WIND LOAD: 90 MPH EXP.B i LVL 1�'WIDTH-1.9E OR BETTER J w "• v HI CONSTRUCT i.. _ ) ED r . CODE PORTAL FRAME ASS?» "' WALL LI E_ (3.'• • ""$iiFT) 2015 MINNESOTA RESIDENTIAL CODE w Jy 1 'r' .- - - - 3-." (2 SST) SHOWN IN 3/S1 •i -. �. T�.h _ - R (MIN.LENGTH) PROVIDE TOP OF WALL M1 11."y_. - gQp- + -- - y E ® -INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR CONNECTIONS SHOWN FOR -r _ 74- - ( '1 BRACED - - r.n oo-.. _ } FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING FLAT 2x6 @ 24.O.C. _- _._ 4 ere, I a + BRACED WALL PANELS ALONG + REQUIREMENTS AS SHOWN BELOW. (MIN.(3)PER BRACED ++ �^,= "1 --WALL LINE " 71-(;`' Z T WALL PANEL) INDICATED PORTION OF WALL o __ ..<._... ..i y y,. • _x ORONO(MIN.LENGTH) .'' w : COPY INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH TRUSSES U l y/ WALL UNE ( 'f Jq-F-L) FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4" ..^"^ -"- OC.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN xxLL BELOW. ID�re11 m3 z U 1 1-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE (4)0.131-0 .... SIMPSON x 1 a CONSTRUCTED AS SHOWN IN THE DETAL SHEETS. x 3'NAILS A3S REFERENCE PLAN U U BRACED FRAMING WALL PANEL .8.:. ANGLE ® MAIN LEVEL HOUSE PLAN SHOWN REPRESENTS ROOF TRUSSES EACH END FOR LOCATION REFERENCE ONLY FIGURE FASTENED TO PLATES BRACED WALL CONNECTION R602.1D.92(3) !iv. w/(3)8dTOENAILS B SIMPSON H2,5 CLIP (ROOF TRUSSES) REFERENCE PLAN ROOF TRUSS FASTENED TO UPPER LEVEL HOUSE PLAN SHOWN FRAME 2.4 BOX PROVIDE 12'WIDTH WEB AROUND SPACE r 2x4 BLOCKING PLATES w/811 STIFFENER FOR ATTACHMENT FOR LOCATION REFERENCE ONLY BETWEEN TRUSS w/ BETWEEN TOENAILS@ OF FRAMING ANGLE SAME SHEATHING TRUSSES NAILED 6'O.C. FLOOR AND FASTENING AS TO TOP PLATES w/ JOISTS (3)80 NAILS EACH NAIL BOTTOM ' ' LARGE HATCH AREA INDICATES%e OR WALL BELOW PLATE TO RIM/ ��n.1 PROVIDE 2461NFILL WALL ABOVE HEADER AS REO•D THICKER PLYWOOD OR OSB SHEATHING (OR REPLACE / JOIST/BLOCKING APPLIED TO EXTERIOR SIDE OF STUDS ADEQUATE DEPTH PAIL BOTTOM _ CONTINUOUS LVULSL HEADER TO SUPPORT w/STANDARD 6•/12-NAILING PLATE TO V E/(3)16d NAILS 14)0.131'0 AIMPSON 2x MEMBER JOIST/BLOCKING 1Jl EVERY 16' x3'NAILS A35 VERTICAL LOADS E SUPPLIER w/3)150 NAILS JOISTS FRAMING (MIN.3Y8.WIDTH&MIN.11y'DEPTH RECTO) PROVIDE FASTENING OF ABOVE FRAMING EQUAL TO 812 x 3.W.WOOD .xxere l I THAT DETAILED FOR BRACED WALL PANELS SCREWS @16"O.C. .'. EVERY IS ^I-. BRACED ����� ANGLE LENGTH OF CONTINUOUS HEADER INSTALLED IN WALL PANEL EACH END NAIL EACH JOIST p NAIL RIM TOP ADDIf ON TO NAILS 70 TOP PLATES w/ PLATES w/ed FLAT 2x6 @ 24'0.C, T - (MAINNPPEfl (318d TOENAILS TOENAILS @ (MIN.I3I PER BRACED `-; - -1---L - -L' 7 irr LEVEL ROOF 6.O,C. WALL PANEL) / •. TRUSS BEARING �J /WALLS ONLY) NAIL BOTTOM FLAT 2x8 @ 24'O.C. ) • , PLATE TO (MIN.(3)PER BRACED NAIL BOTTOM LADDER TRUSS WALL PANEL) I I 812 x 314'WOOD PLATE TO RIBBON w/(3)16d NAILS / SCREWS @ 16"0.C. BRACE/TRUSS w/ i'_N EVERY 16' BRACED SIMPSON INSTALLED IN "11� (3)16d NABSa/TRUSSES WALL PANEL A35 r,,• / Z ADDITION TO NAILS - EVERY 16" - -=• FRAMING - (MAINNPPER NAIL LADDER (4)0.131.0 4:: ANGLE LEVEL ROOF r NAIL EACH TRUSS % TRUSS TO TOP 3'NAILS pV EACH END TRUSS BEARING TO TOP PLATES w/ PLATES w/80 ;;_ iiil. / / 3 8d TOENAILS NAILS @ 6.O.C. B:!�i.i.i s!L 4 J WALLS ONLY) (I /i .�� SIMPSON MSTC40 STRAP ON INSIDE FACE T. FLOOR 0 NAIL SHEATHING TO HEADER w/8d OF WALL(PROVIDE SPACER TO FLUSH EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS01 NAILS @ 3'O.C.EA,WAY TYP. OUT HEADER TO WALL STUD THICKNESS) '• PROVIDE 12'WIDTH WEB w PROVIDE TRUSS STIFFENER FOR ATTACHMENT O FASTEN KING STUD TO HEADER w/ - 244 BLOCKING BETWEENlz- DIRECTLY IN LINE OF FRAMING ANGLE FASTEN TOP PLATE TO HEADER w/(2) (2)ROWS lEd SINKER NAILS @ 3'O.C. t , TRUSSES NAILED TO TOP w/BRACED WALL BRACED WALL CONNECTION O " . ROWS lEd SINKER NAILS @ 3'0.C. PLATES vie(3)8d NAILS EACH PANEL FASTENED SMALL HATCH AREA INDICATES tin'OR (FLOOR JOISTS) THICKER PLYWOOD OR OSB SHEATHING tlon or n TO PLATES w/ed LOCATE PANEL JOINT WITHIN 2-0'FRON CENTER OF WALL HEIGHT AS flEOD 2x SOLID APPLIED 70 EXTERIOR SIDE OF STUDS I hereby certify that this plan,specification repo TOENAILS @ 6'O.C. FLOOR - ( ' SIMPSON HITS NAIL BOTTOM PLATE • BLOCKING REQUIRED AT SHEATHING JCNT) (NAIL SHEATHING AROUND PERIMETER w/(2) HOEDOWN ANCHOR AT was prepared by me Or under my direct Supervision 70 BLOCKING w/(3) TRUSSES 4: ROWS 8tl NAILS @ 3'O.C.STAGGERED a TO LOCATIONS SHOWN w/ and that I am a duly Lbeneed Professional Engineer 16d NAILS EVERY 16" NAIL BOTTOM PLATE rB�N:�`_,7I L PLATES/BLOCKING @ 3.O.C.) under the laws of the State of Minnesota. (3)&6 BEARING STUDS MIN. Yf0 x 12'LONG TO BLOCKING w/(3) i,+' (VERIFY w/SUPPLIER) SIMPSON 71TEN HD PROVIDE FULL DEPTH 160 NAILS EVERY 16" (4)0131.0 SIMPSON STHD74 EMBEDDED HOEDOWN Signed: r;Y � BLOCKING BETWEEN / SCREW-IN ANCHOR JOISTS NAILED 70 x 3'NAILS ae.) (1)2x6 BEARING STUD d(1)2x6 FULL ( ANCHOR AT LOCATIONS SHOWN .'• REFER TO MSI FOR ALTERNATIVE OPTIONS) Print Name- Nick Hanson •� • HEIGHT STUD EACH END OF HEADER W TOP PLATES w/(3)Btl DTE IN LIT BRACED •: S8PSON CONCRETE .'°w 1 NAILS EACH DIRECTLY IN LINE WALL PANEL • i eci /BRACED WALL LTP4 f W O ANCHOR BOLT(7'MIN.EMBED) PANEL FASTENED FLAT 2x6@24'O.C.♦•• FRAMING A 1/42 \FOUNDATION WAIL BELOW w/2"x7 xRI.PLATE WASHER S��FOUNDATION Date: 6-1-17 Ucense Number: 46665 QUIP EACH JOIST TO \ "'Cr, TOP PLATE w/(3)Bd TO PLATES w/80 (MIN.(3)PER BRACED PLATE - BELOW TOENAILS TOENAILS @ 6'O.C. WALL PANEL) EACH END 1 / t��, ( r .. •. •' FLAT 2E6 @ 24"O.C. SIMPSON . " . -` NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN.(3)PER BRACED LTP4 ° _ ' . . TO BLOCKING w/(3) TO BLOCKING w/(3) WALL PANEL) FRAMING I'-7Yz'U 16-3'x I'-7W4 16d NAILS EVERY 16• 16d NAILS EVERY 16" PLATE r `-{ EACH END 3407 Kamer Lane N :•' BRACED Supe 4 PROVIDEKIFBETL WEPTH WALL PANEL �':'i A FRAMING DETAIL Plymouth,MN 55441 �� BLOCKING BETWEEN PROVIDE TRUSS .�.�. TRUSSES NAILED TO DIRECTLY IN LINE (4)0.131'0 iiiii I ® FRAMING DETAIL r I. TOP PLATES w/(3)80 w/BRACED WALL x 3'NAILS !.: GARAGE FRONT PORTAL FRAME ® �w Tel 612.7083572 NAILS EACH PANEL FASTENED " _ POST-INSTALLED HOEDOWN OPTION TO PLATES w/ed rmiiiii.ar.�l NAIL EACH TRUSS TO TOP TOENAILS @ 6"0.C. FLOOR NNOTEFO APPLIES SYMMETRICALLY ACROSS DETAIL, PLATE w/(3)8d TOENAILS TRUSSES BRACED WALL CONNECTION INTERIOR BEARINGWALL INTERIOR NON-BEARING WALL (FLOORONES) RECEIVED Albrecht Residence SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE 2345 Oliver Hill ROOF TRUSSES ABOVE.TO JOISTSTRUSSES/OLOCKING ABOVE.AND TO ALTERNATIVE CONNECTIONS TO BE2017' /-r �1 Orono,MN JOISTSTRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT NECESSARILY USED WHEN BRACED WALL PANEL JUN L L REQUIRED TO ALIGN.BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING, THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE'MAIN WINDFORCE RESISTING SYSTEM'FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUPS DESIGN IS SHOWN ON THE STRUCTURAL CITY OF ORONO DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Project Number: 5.113 /•� Date: June 1,2017 `J_ Sheets: 1 of 1 ®COPYRIGHT HANSON GROUP.LLC 2017 - i 4O* CZ A complete javelin^framing plan requires the Framer's Pocket Guide Header Spans: See the Framer's Pocket Guide for Product Trademark InformationZ Up to 4'-11"=1 Trimmer z 0 5'-0"and Bigger=2 Trimmersw°W ***Unless Noted Otherwise*** ci re w a remmww g.88>1 Products Wall Framing w 7 w tau O PIotID Length Product Plies Net Qty PlotID Length Product Plies Net Qty 2 G se!3 22'0" 11 7/8"TJI®210 1 7 3-9 1/2"LSL-12' 12'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 3 3 . O —0W11- F22' Se LLZWO1 F18'-2 18'0" 11 7l8"TJI®210 2 8 2-9 1/2"LSL-6' 6'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 w o m�j F18' 18'0" 11 7/8"TJI®210 1 20 2-9 1/2"LSL-4' 4'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2a re J 1—w a O 5 m TJI Blocking 6'11 1/2" 11 7/8"TJI®210 1 1 a21 u C m H q K 3-9 1/2"LVL-10' 10'0" 1 3/4"x 9 1/2"2.0E Microllam®LVL 3 3 Framing Connector Summary m m c G Iii O a. 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I 116 ',I.C.' a 11DTE JOISTS m MHxMTEFOR*LE SAW GEE WE TND ert$N3I GULF FOR De6UL1OT� E C -eel �plift=el'e ifeta,� a rn Z III E L o - J1/2 SL;; 3441/2 LVL-.0 U E m2 t 1 ( o a OS LS?, c m s !ii I) i II I E J s- U I I IMI 1-11 7!8"LSL-10' Rim i E1 1 ! tl I f m.I W E RI i I 11111: E 1 I I 'T51' W 70"O d Q E I i 1 "Off. Rim ill �+ Rim i i re El U. WARNING Jeim o.unaea uui px.d hb"N 0 1110 } �` _,0 _ RECEIVEDi Q O O N C DO NOrO eIU.N DO NOTesenlNm re DO NOT slack 0.11 O <7 N a0 O r.1111a Mt aslreO INC manias m eosin.. Q 2 N 0 N N MOW Mr MAI I. fol.Sr...rover JUN2 2011 .- wMIaNe NOTe3: awns ern a L t.reapeF.r bonne name eosin*un result Inseriouse: ai 3 6 ,2 2 ses00 .Ohsemo•fbNiesSun.aa: E E s 3 o E maF.. ee z e y Z' ;� 7." ..: .aa;�. CITY OF ORONO L a 9 2 a ""., �.��dn'"Oile..' °"�"a.. ' a .,r . 0a 5 a Sheet: •n.;..nw�...r.actWay.en Nit 0,eem..T.w�aw,TJa.,Jra.dT" n0 n n�de.ww���.,�h....mt e�,2�.m...,ONCorre.er,,,ipn.MN.. I of 3 A complete Javelin"'framing plan requires the Framer's Pocket Guide • ,1 Prodlctna.mnwnclmormatIon -.._._.._—_ HeaderSr)anS: Up to 4'-11"=1 Trimmer z? - 5'-0"and Bigger=2 Trimmers o W ***Unless Noted Otherwise*"`* o W w 0 COmm W gl ~wz2i- Zf 0Um~ M W O...1 W Products Wall Framing w 4 ul K0 3 PIotID Length Product Plies Net Qty PIotID Length Product Plies Net Qty O m 1 I a. F34' 34'0" 11 7/8"TJIe 210 1 7 3-2x10-9' 9'0" 2 x 10 SPF No.1/No.2 3 3 C• Q 5 0 w a Z W O W F32' 32'0" 11 7l8"TJ210 1 19 3-2x10-7' 0" 2 x 10 SPF No.1INo.2 3 6 w_O m C Ie 7' = F22' 22'0" 11 7/8"TJI®210 1 6 2-2x10-7' 7'0" 2 x 10 SPF No.11No.2 2 2a 0 J I-m 0 F16' 16'0" 11 7/8"TJI®210 1 1 2-2x10-6' 6'0" 2 x 10 SPF No.1INo.2 2 2 IZl LL m la m re TJI Blocking 10'7 1/2" 11 7/8"TJI®210 1 1 2-2x10-5' 5'0" 2 x 10 SPF No.1/No.2 2 2 m m o�'O o. 3-14"LVL-20' 20'0" 1 314"x 14"2.0E Microllam®LVL 3 3 3-2x10-4' 4'0" 2 x 10 SPF No.1/No.2 3 3 te—4 O 'CO 3-9 1/2"LVL-12' 12'0" 1 3/4"x 9 1/2"2.0E Microllam®LVL 3 3 2-2x10-4' 4'0" 2 x 10 SPF No.1/No.2 2 4 =o O a m of 1- 2-11 7/8"LSL-14' 14'0" 1 3/4"x 11 718"1.55E Timberstrand®LSL 2 2 2-2x10-3' 3'0" 2 x 10 SPF No.1/No.2 2 6 M m-I m t0J rd 1-11 7/8"LSL-12' 12'0" 1 3/4"x 11 7/8"1.55E TimberStrande LSL 1 1 w lay v O�3 LL 1-11 7/8"LSL-8' 8'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 1 0>Im n G re 1-11 7/8"LSL-6' 6'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 1 Framing Connector Summary J¢i>r 2-9 1/2"LSL-12' 12'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 4 PIotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff Z O O vs m w OfAH1 1 Simpson IUS1.81/11.88 10-1Od x 1-1/2 - 2-10d x 1-1/2 No 45—W W t9 K 2-7 1/4"LSL-22' 22'0" 1 3/4"x 7 1/4"1.55E TimberStrande LSL 2 2 w—s x Z a H2 6 Simpson IUS2.06/11.88 10-10d x 1-1/2 - - No Z r O 0 Rim 16'0" 1 1/8"x 11 7/8"TX()Rim Board 1 10 Start Joist Layout Here-nra . Q m m c� 2x8 Flat Blocking 7'7 3/8" 2x8 blocking(11 7/8"joist depth) 1 1 1 47±1c11 16"o/c }r'I7----1 r�0"tt'_} a 0 w z9 O z 3-2x10-7' Rim 3-2x10-T 2-9 1/2"LSL-12' I I O O y t, —Im Z W Q Z )j$ g a r jOW IIIf EO3 o afm I NVo Zj:N OO FIELD OJT tm CWTWOWSr.NA6T FLANGE OF.1./0 LIST NO 0.111. • C aemRGFeEaAT Tee OVER WARM 0111.1111E OF BEAM. - . I i . , ii - m aoII aLL/CArfE C9110¢a1EOF .. N m ii eDOIRtl W.RB.WINCOT lNE m C' m G H ON.FAST TO OBOME LAMA. 6 Oy . lF22' / I o o` 1�"O. in raTEsMaraEAoawBTe GOR aM+ eFrp EcvE E - o a6 ME aFE<sTet WOE FORceRwnCwres E See plift;elietftleta S' o rn Z 1 i i N O L O O 1• 1 �"..Al C�1 --- _t/2uL�y-12' 141e1�uonu -.4- m N.K d o • ( # , NBloc ng -i T - •• E 01 m m v I I = oO O a R . / i I I I Ii U- U. LL U = J io 1-11' /8"LSL I I F3- J1 F 2 LU ? t 6"CC. i— 16" .C. ^I i � E N '• W �I rl ' N I.�. m E I ( F LJ cci •E • E i �-" 1 E 3T`mm'rs 1112 Tri els I --� r • 2x8 at Blotkin• M 1=1 MIMI I�It Ii ■ 3-14"LVL-20' Rim L•�l'F h�ov n! aaa n IM I 1 3-2x10-4' Rim .1_1,6 I1.v.IEti01c105 2x1'-9 ' Rim ILL II Rim II I II I 711 J CO roll -'I —III 6 I N1 ,-..I e. a,11 -I o _ 2-7 1/4"LSL-22' WARNING Nii N I J4aberaal.ab II I .."°"bw°..: II I E - istaG+ A- II I o > z II Q Il �8 IlL III o PO NO,.NO,.brIOW. CO Mar wmiltonlalm DO MOT 2-2 2-2x10-7' RECEIVED o a "4 0 rn N uuMlracae. der an W.Sat mewed*on maM.sal MUM'MY MESM.r. leba M..,ever Meer onu. MOWN MOTES: k L Ude el paper bracing during cmunusaen can nue F strewn O „ as rallyOManaM JUN I In, O ,.n�b.....r.."ba..n." .n.and swatsalPe Mint.c.wwer'�i°.s.1...nr. VVI\ 2017 HUH an a.Me.,nate m,..w.w.nea Mew.44..a ulI*m..ed(1.11,0 system1. musrIawire 0.00Iirr'am.*ow:.... CITY OF ORONO Sheet: • awe a:,aa ..M, w 5 ,'It °� �Fw 2 of 3 . _. A complete Javelin.'framing plan requires the Framer's Pocket Guide 5..marranwr:.qL..NGuweronwa � o ,rad.maMi�bi , ..avvi, - ea eat Dans: - Up to 4'-11"=1 Trimmer 2 5'-0"and Bigger=2 Trimmers g o LL w ***Unless Noted Otherwise*** W J z CO m CO w w I—w2f I— p2pg-tpimw w Products Wall Framing w p w o'p PIotID Length Product Plies Net Qty PIotID Length Product Plies Net Qty mK w a 2-9 1/2"LSL-10' 10'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 3-2x10-7' 7'0" 2 x 10 SPF No.1/No.2 3 3 • o p K z SW IY 2-9 1/2"LSL-8' 8'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 2-2x10-7' 7'0" 2 x 10 SPF No.1/No.2 2 6 w C g K K m 2-2x10-5' 5'0" 2 x 10 SPF No.1/No.2 2 4 a 0 5 to m p 2-2x10-4' 4'0" 2 x 10 SPF No.1/No.2 2 4 w LL m m to Iii 2-2x10-3' 3'0" 2x10SPFNo.1/No.2 2 12mmp~pm- o�$ZIli'. lgWu�u11pFQSKFQC)Q>C FLOZpo trm 2.0wwo 2 z>•71ZO LL 2Trimmers reow00Z 001-V)_i 2-2x10-5' 3-2x10-7' 2-2x10-4' -I z Z w¢z III III i! gma�<w OK Z to> la Q N co i m p N O J 2 I, 0 o i e to O ii m o v I o 0 O O IY 1 K T C to Q ,) z r 0 p o o Uw co P- c x q o o o E �m1e v o O C N ell J o d N an C a, .0 N ih In CO o O JX J N 121 1l= EI W C:1 i_a = o w J I x 2 Z N Cr } 2-9 1/2"LSL-8' 2-9 1/2"LSL-10' / _ r.t 1111 2-2x10-7' 2-2x10-3' 2-2x10-5' I i 2 Trimmers 81 1A y h, 2-2x10-7' �o N N WARNING armare rae.tou toe.Inw,..r 0 Acing In*: X N S S C r aNuoo 1 - RECEIVED e 2 ] PO Mr WM.I... oo NOT walk mint, DO NOT sack bull.. 2-2X10-7' > a N Q N N tines towed. that..lying nal. nu*en unsheathed KIWI KAY RESULT Jr...Sia.only ever WARNING WM. °'"e"w . JUN 22 `Z011 .. .. kala.a».to.emamneacemh.Remws.ae InV.I.. m € , o B ammo.ow W.eat lea .are*..: 2 0 E memo....es mos ao m.om..Me toe Mine ton mat r.>,ww.++m ma poi... o Z E W Z e.o..a.Pomo.."e.er me.w.oerm..vamd...d.emm..theamm .mar..we�rwn"w...em,.Maw.ivneve.nn"m.n...o...o... In n a 2• m a e mm.omathemom,eewPm.wn•e.mo.d.rar.nm...m..eea.... ee on.,du* e. r,e.m...".�e.�._,wew.mm_.�_•um CITY OF ORONO Q a a 4.Marne be=worn.nocri Tama*...boy lea en.ilee el he* .,.r„...,e,.n5.El.al warms „~"wn,7*n..,a„..M.co eon.up na beam Sheet: 3of3 - _ DATE TIME V CITY OF ORONO CALLED IN 7—'%)0 INSPECTION NOTICE .._,SCHEDULED PERMIT NO.3,017-/7-0(0 9oMPTED ,� •2 —lt1• 3.30 r t4 ADDRESS c7. �Lc` Writ I1461 OWNER ______7,9 AELEP ENO. _ CONTRACTOR (fill/ l/ 7tri d 3.:.- DESCRIPTION /'-7 — 't g��C/ he-li/Le l~t1 ❑ FOOTING 0 DEMO-FINA 0 SEPTIC FINAL 5( ❑ POURED WALL 0 PLUMBING 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Q ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS es ❑ F. INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP ElFOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL IC Z OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: L ��-/Jac 6� . cni C�� oC. 4.-e-4, cke d .S,Thocirs ox) c, -Fa 57:ri,S S. Z&d per p)4 IQ C,l ea. 'K--'K-- s5,724)) 4 Aviovii l .04- c.4) Qr efr4 rn 4.1._______ Q 2 W Z W cc J 0 W 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 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 O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice V/3 DATE TIME CITY OF ORONO CALLED IN I INSPECTION NOTICE SCHEDULED —4-11 la. 00 PERMIT NO. 2011- 0 DID COMPL ED ����7 4_0,Old ADDRESS oP y 6 l 11K Y- 1 f OWNER •TELEPH NE NO.LI Zig12-837Cf- CONTRACTOR Cwifr'-I FMt' a co-e. neerus Zi U DESCRIPTION YvO J W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q EOURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Vv)/❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL CI Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNERICONTRACTOR TO MEET YOU:_YES_NO El COMMENTS: 37'0 /J ' (/ 46-c-- £ iz,co/- cc G. �2. �ry 7� c' z 4...-/c- �l�`-- cc )... O , ,t , rl et W --1C-19/,tri 6 /3 Z 6e- f //• 400 ccQ71X 7- ,...— W W ▪ �Kt.0 Th— igEaC 4 I-3 auT &" ,tr'W) 76-- T`n ' i) J W ❑❑///W-ORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE gt W `� �4p RECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE C(Y ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 1-7 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor Inspector. \ White Copy/Inspector's File / Canary Copy/Site Notice G -- S-ej- / DTE --7 TIME CITY OF ORONO CALLED IN INSPECTION NQTI , , j SCHEDULED 5 /7 `� jO PERMIT NO. J COMPLETED ADDRESS a?,4/-5 Oh r )1/4jJ //,�,, '` OWNER ELEP ONE NO.f��`7'b) 933 CONTRACTOR �Gu��y `� �Y'iiz J • DESCRIPTION ') ( __. 4r ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q 0 POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ri) RFOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 41 ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 W ONERICONTRACTOR TO MEET YOU:_YES NO P COMMENTS: irk O .1/eti v Seerel, rue. . cryOP- 4?"-///7 ccW Z11F4r IX b �(c oc -- J 0 W - Q IC Reie"1dve 4 (( tAAOCS2 corm, -f,rou. -rr>ceX45 2 / r 1d r Mk4 7/ $ 4 t( Gc�Q6c)/ W W cc GU/✓ec6-4r- C.>1‘.. -V- `J4c e-rt (/ J a W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0+ []-CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN D STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 1(• /1- /7 Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: /^- White Copyllnspector's File Canary CopylSite Notice ,_DATE TIME tC);:., SC2fr— I/ CALLED IN CITY OF ORONO 133 INSPECTION '�1 9 SCHEDULED PERMIT NO. 1C COMPL / ADDRESS �./" 1r G OWNERPHONE NO. /-16,5- f/ CONTRACTOR / DESCRIPTIONdesertX-" EW 0 FOOTING 5 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING , 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Zii<ADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL El WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL r ❑ DEMO-SITE 0 SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO tu) COMMENTS: W / a. cc OIX 4k"'f „iiir (4- :oz.‘ , ;;4; .4-/, 5 ../.,/ .. ,45_ '''.z e_ „. .,77-,,-........,._ ,,, __er.,---d..7--,„ _,....,W cc j W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE IXtu $CORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne •• -pection 24 hou • advance. (952) 249-4600 OwnerlContract• on s -. Inspector. c.„1.;^-. 7, White Copyllnspector's File Canary Copy/Site Notice 32;4-- G Zp/�TE/7 TIME CITY OF ORONO UD�c`[, CALLED IN ,,[���p INSPECTION OTICE_� `[ SCHEDULED �` -_:'�✓ �'� PERMIT N �// OMPLETED /O - -I a : ,3D ADDRESS OWNER E NO. i:7 343 CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL • ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION "C FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP • ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL • OWNERICONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: G-1,/c!nt- VQ.Y'I 4y co r'YQ c_stl o►1 h'' 1 k v IC- / recd} hs c orrec-ti o 4 Ps c • /115&' /Arr o n o k ak r o L.T S/'t& Q c 4 b u/ )d ,'ti, 411, tzt 10 p4 S'pY`4/ rnU 2• a� 'Pi0 71 caw t-- W cc W LI WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC' CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY c) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. ��- White Copy/Inspector's File Canary Copy/Site Notice C, :� Od- Z DATE TIME CITY OF ORONO CALLED IN ' / INSPECTION OIC ,i SCHEDULED //# �- I - - PERMIT NO. I �' COI5PLETED ADDRESS 2) 4.9/HA-er . OWNERw TEI_EPHO NO. A/ CONTRACTOR L / I i - dG iail DESCRIPTION (5 ---)/ lrV w ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL 4. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL 2 ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q A.FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP IQ_ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL _ ❑ DEMO-SITE 0 SEPTIC INSTALL JT ' Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO F y-45S r't-1 5 A, 9 COMMENTS: E.leG, 6 Z • /0- 3 - t7 icti Pr,g,tl ip alw*, c6iiil ►-s -til .s e cc flocv orwf 4f. dye✓ $r*c, D. tic. s✓a5G.t&cr - , cc a PrO tt it�e o r ,of55 -4,°1-001 pfd - � A. .r t&L.C. u. ( Prot/« t. x6 s�ic,6 ' G.Z. 56�4••(.7 u)4//Oceli Wiuea�✓s 14.1 vi � f idv� � bra ao g5e0,9 ��i6,� ��.p ,sd�� areas Q y-fiver.( if/ .} C'r/ery /01 / e ; p✓r . •✓�� 2 WOcct Wills — 4)es-6 4,,wirs. -6>- IX as,"rccb-t OK Cc,,46 iGQ W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC 4i/` ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. �/ ‘- White Copyllnspector's File Canary CopylSite Notice DATE TIME Y CITY OF ORONO CALLED IN INSPECTION NOTICE „. SCHEDULED PERMIT NO. 2t,7`( (O /�r coMPLETED I ®17 °J :.i 0 ADDRESS 4_3 9-5- !/ �ld I er Nil/ OWNER TELEPHONE NO. CONTRACTOR /,, E DESCRIPTION k G/A t W ❑ FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING NO El FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL OWNER/CONTRACTOR TO MEET YOU:_YES_NO a COMMENTS: 4 Cat etleGf.41 /opt 6c OC ©K d cc/71/1,4/ Ct j W WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE ❑CORRECT WORK A PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal for the next Inspection 24 lours h adme s. (952) 249-4600 ownsric°1 site'—7. White Capy/Nopector"a FIN Canary CopylSIN Notice V DATE TIME CITY OF ORONO CALLED IN ,,,)",`� INSPECTION 19TICE SCHEDULED VI 1 911 11 1f.c) PERMIT NO.c ui rt_CO to-u- COMPLETED ADDRESS L-P5 0 t t62 r Hl OWNER TELEPHONE NO. CLa 2 2-R14 (402-q CONTRACTOR C I,%e -ttvx) ';':. DESCRIPTION `E' (r 'a-i Lu ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING h ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z0 LATHE 0 MECHANICAL RI 0 SITE INSPECTION _ 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I SULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT v NAL 0 WATER HOOK-UP 0 FOLLOW-UP • ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL . 0 DEMO-SITE 0 SEPTIC INSTALL 2• OWNER/CONTRACTOR TO MEET YOU:_YES NO LI COMNTS: C 1 o E` >cc ��164/ — `l Gkereel c 1n9i* cht/- .sof 1A c -1-0a � W 9 aØ ( &r( �QJ 3 mc/1 / �T/1de cc ..,.. VW. Lip.ar o in p/e,--I-c„ OK d ')„2v- / IQt C.�, Clo��- a/I 2✓ f3 we're. ,, i'(/ CO'* 1 4-e a W ❑WORK SATISFACTORY:PROCEED El PROJECT COMPLETE CCW II CORRECT WORK&PROCEED SSUE CERTIFICATE OF OCCUPANCY C5 ❑CORRECT WORK,CALL FOR REINSPECTION ..e,X. TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contract. on site: i Inspect() .1r _ %f 'Alf— '' White Copyllnspector's File Canary Copy/Site Notice CERTIFICATE OF SURVEY ADDRESS: 2345 OLIVER HILL RECEIVES FO R COUNTRY JOE HOMES o17 SANITARY © _ „� CITY OF ORON• CENTER LINE '' OLIVERHILL RIM=1005.49 R=16!:15.,2°. N� p=12°59'2 \,_-:::: ,,. 1007.7 10075 CONCRETE CURB 4 GUTTER 10041 1 0 C lit 110083 Bmf- ..._..-_ ,- � . 004 1006.4 10057 1005.2 ORO C,N5TN / 90°00'00"E 75.60 '° i cbt8T' N ANc _� unu o . 1009.4 • Boxes �P PROPOSED ��' SEWER ,, , 0 pRJE o WELL �� SERVICE ,;':.t! X 1010.1 PROPOSED o ID /pI° sI m DRIIVEWAY 06. 9.5% cn SIDEWALK 1li ����� Z � o- 35.00 _ _ .-__ ... _ _ C144$,9 - �/////////i////iii//// 1+_ Goos.� ;_, z2.0 29.72 ° 20.0 %o ° S 0. / GARAGE N c � � PORCF % OJh OHO ^� \ 20.0 /�//////// /ii!/�^� � ,`�' ��'J UJ 00 , tg 1..1.. ,,,,,; \.\\N, PROPOSED TOP OF ��� L.1.� // FOUNDATION WALL ELEV. = I008.7 GARAGE _I_ J---,+-- --- 1" = 20' - it PROPOSED N O i 2-STORY i / j FB/FLAT 14 o o J r bo7.0 i ii/,l�� iiiiiiih o 0 �°� 42.0 ��h 15.00 //////////////////U///1///////U///U///////is - -_ WINDOW WINDOW 29.75 ❑ ❑ ti WELL • • r WELL 1005., r� '-I D Q m M ! . DECK o, - !Tl N '�D o o(100 . --N.; TA:- 100,.3 2 I ti kro 2.0". DIRT PILE' x- LD -.. •-u02m fa 16.0 !7 I f Tl -O O ;PROPOSED N ; moot o �-- SILT FENCE e CO C► t7 o I rYy o -G = o - o cJ I •, a • m o fl m i� Z I-- z o LOT 1 ?I cn z BLOCK 2 z NOTE: ALL BUILDING DIMENSIONS ARE SHOWN TO OUTSIDE OF FOUNDATION WALL 1° T - 5 f ° DRAINAGE 4 UTILIT_Y_/ , o EASEMENT • City of 6185620'34"E 111.93 Planning&Zoning Plan Review Site Plan Review Date: 7 -( Z 1 1 o DENOTES SET IRON PIPE MONUMENT 0 DENOTES FOUND IRON PIPE MONUMENT 11C'PROVED O APPROVED WITH REVISIONS(see notes) Q DENOTES PROPOSED DRAINAGE DIRECTION 0 DENIED LOT AREA = 19,549 SF HOUSE AREA = 2,115 SF 0 DENOTES SERVICE LOCATION Staff: DRIVEWAY AREA = 742 SF D DENOTES WOOD HUB BENCH-MARK SIDEWALK AREA = 146 SF RIM OF SANITARY MANHOLE PORCH AREA = 160 SF 000.0 DENOTES EXISTING ELEVATION 40' NW OF THE NW CORNER AREA OF WINDOW WELLS = 100 SF OF LOT 2 BLOCK 2, ELEV. = PROPOSED DECK AND STEPS AREA = 292 SF (000.0) DENOTES PROPOSED ELEVATION 1005.49 TOTAL AREA OF HARD COVER = 3,555 SF 18.29 h1E=000.0 DENOTES HUB ELEVATION DENOTES EXISTING CONTOUR PROPOSED TOP OF WALL ELEV. = 1008.7 PROPOSED GARAGE FLOOR ELEV. = 1008.4 (000) DENOTES PROPOSED CONTOUR PROPOSED BASEMENT FLOOR ELEV. = 1000.0 PROPOSED FIRST FLOOR ELEV. = 1009.9 DENOTES BITUMINOUS SURFACE PROPERTY DESCRIPTION DENOTES CONCRETE SURFACE LOT I,BLOCK 2,OLIVER HILL, CITY OF ORONO, HENNEPIN COUNTY,MINNESOTA. Bohlen SETBACK INFORMATION: I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Surveying & Associates FRONT = 25' UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SIDE = 10' LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432 Foliage Avenue 1682 Cliff Road E. REAR = 35' Northfield,MN 55057 Burnsville,MN 55337 L T /gym Phone:(507)645-7768 3 Phone:(952)895-9212 DATE: 6-14-2017 I �10f'IAd . ci IRciui. tomeara@bohlensurveying.com 4 Fax:(952)895-9259 REVISED: 7-11-2017 THOMAS J.O'MEARA,LAND SURVEYOR Z:\S\Projects\orono\oliver-hill\dwg\LOT1 BLK2-CERT6-14-17.dwg MINNESOTA LICENSE NO.46167 2046 oINV Ifni 2A11 - 004412. IOW WO Moto