Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2018-00047 - new house
CITY OF ORONOI'' � 'I 111111 2750 KELLEY PARKWAY * 2 1 0 0 0 4 7 DATE ISSUED: 02/12/2018 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 2320 OLIVER HILL PIN : 34-118-23-33-0074 LEGAL DESC : OLIVER HILL : LOT 4 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 500,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,SEWER CONNECTION,WELL(STATE), ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,629.92 YOUNGFIELD HOMES PLAN REVIEW 573.30 22260 DODD BLVD STATE SURCHARGE(VALUATION) 250.00 LAKEVILLE,MN 55044- S.A.C. 2,485.00 (952)469-4066 SEWER CONNECTION CHARGE-LONG LAKE 1,900.00 TOTAL 8,838.22 Payment(s) CHECK 27727 8,838.22 OWNER HOVDE,OLE&CARLIE 2320 OLIVER HILL 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. 1-10-1S2 Applicant PermSignature Date Issued By Signature Date Builder Acknowledgement Form Permit #2018-00047 / 2320 Oliver Hill Builder Representative Name: f3 c/,2V/ Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. `�_� Schedule a minimum of one hour for the framing inspection. .:4P 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 �G7 and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. Your surveyor will locate the sanitary sewer main and submit a revised survey showing the 1 proposed well location with adequate separation from the sewer. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the �--� completion of the exterior improvements and/or as-built survey)a Temporary Certificate of 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 walls,etc. not currently shown on the approved survey and landscaping plan will require a 7 separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\oliver hill\2320\builder acknowledgement form 2018-00047.docx CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS AZ ,� ' Mailing Address: 1d) Permit number: d of g- 004 7 1*-ese / POBox66 7 t �-7 Crystal Bay, MN 55323-062 Date received: 1, / ZS Street Address:' 1, Received by: 2750 Kelley Parkway Plan review fee: 'i j 't24EsHo� Orono, MN 55356 do/8 boo 410, Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us � C f 40/ $.--0-0-0 t This application form must be completed in full and all required information must be submitted. ./ Q0-O �e(� Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 232-0 ©f(Weir dill Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service ill be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: f Name: YOQf�bc—13 I-tzwu3 DSA COUn G HzMi5 State License# F4(,2 07(? Expiration Date: 3-3/-1 Phone: (cell) aS — 380•— Olio (office) i5•„?. --/( / — 4"Ob& k /02- Mailing Address: 2_2_2_6,c) Ojai v0. City: L. ✓ .tI r iP: 5'Sncry Contact Person: = c'� Applicant is: ontrac ori/ Homeowner (Circle One) Email and/or Fax: s$cc..b-er C��titin j jcehoMerS an'l PROPERTY OWNER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax 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 ` New Construction Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck Cgf Public Sewer ❑Accessory Building ❑ Single Family with 0 Office/Commercial ❑ Relocation detached garage Residence ❑ Private Sewer ❑ Other:(specify) 0 Multiple Family/Condo LI Retaining Wall(s) 0 Public 4-feet or greater ❑ Public Water ""Any earth movement may also require 0 Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse XPrivate Well Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) ❑Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ 35-1160k RECEIVED JAN 1 7 acid Last Updated: January 2016 CITY OF ORONO STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length (ft.)= 5 3 - G Number of bedrooms= 2. Occupancy: S;0,1 b.Width(ft.)= LJ Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= // 384 Detached= 4. Type of Construction: 'WOOD d. 1St Story = f, 38'6' e.2nd Story= l, 7?2. 5. Code Edition: lei S f. '/z Story = g.Total Area= 4/S O 4 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 0 Completed Application Form 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8 1/2 x 11 set 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey—2 full size,to scale(meeting ALL survey requirements) 0 Hardcover Calculations ❑ Septic System Certification ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required O Landscape Walls and/or Retaining Wall Plans O Stormwater Pollution Prevention Plan(SWPPP) ❑ l8` Access Permit 0 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. i Applicant's Signature: 4` Date: //- (') Pp 9 f 1 tP [Z*0 I b Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 2-3I120 O1IV 4I' 141 I ( Permit No.: 2oI0 " 00047 Description of work: N N4016C-- • Date Rec'd: 1 . 17 . 10 Septic review by: �/��� j- Weik- i G Dare Approved: H �{r Da Approved: Zoning review by: 01 %deli 4 Date Approved: 2 L Y Building review by: Vy.� Q-( ), Date Approved: C/V/ f� Grading review by: /!//Z.___ Date Approved: Zoning District: R Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution I NA ISCIO Zoning: Lot Area: 2.' I ,O/AC Width: Structural Coverage: 7.2-410 SF 7.0(p % Survey Submitted: s ❑ No Date of Survey: 1 .2-'11( Revised date(?): I-25'1 Landscape plan submitted? ❑ Yes Landscaper: SOL emu", f)11Vb\ ❑ No/ None proposed Proposed Setbacks: Vp1""' ( GwmAii IA to Front(L e) Rear(Str t) ( a S E W ) ( N E W ) Other Buildings Wetland Side de 36 , _ tOl (Of Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See"building height" (a) yy ` � definition): '�. First Floor Elevation (from buildingplans): (b) 0' Highest Existing ground level (per survey) or 10' above lowest ground level, " "'=* C whichever is lower. � � • .vwAl - 4 Difference between (b) and (c)*: (d) �Vd OV tV dst - : `C` DEFINED HEIGHT ` =1f highest existing adjacent grade is above FFE-Height is(a)+(d):( e) 7 V'� Yi N *If highest existing adjacent grade is below FFE Height is(a) (d) eOD r Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? ,/� 0 Yes No Permit Number: I% - as ❑ Yes 0 No p N/A 0 Yes C�'No 0 N/A-see attached f Setback: l Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) ❑ Yes ❑ No ❑ Yes ❑ No 1 2 3 4 5 *--_.._,_ . . — a rMpi Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit ✓ Plan Review • V State Surcharge if Investigation Fee t/' SAC–Number of SAC Units 1--Vii i- • Other(specify) f../ Square Footage $ per Square Footage Basement //73 X r 03- TZ. = $ 12/ S?9. / Lt, (An-.Prnmhid Z13 X 87. 44 _ $ lri,toZO. 1'6 194-2nd Floor 1386 4-- 173 Z. X /D 3 ?- $ 34'f ozz. 5-4 Atok Garage /SO -- 7 X 3q. c4& _ $ 34 zjq-. 80 � - Dl9 Estimated Construction Value: $ �QJ 000 '� Orono Inspections Required Work Requiring Separate Permits Footing 0 Site 4Plumbing 0 Grading/Filling Poured Wall ,Silt Fence/Erosion Control Mechanical 0 Fire ;Ec Foundation Survey 0 Hardcover Removal )( Fireplace 0 Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection ('(Waterproofing/Drain tile ' Mfg. 0 Lawn Irrigation ❑ Foundation Waterproofing 0 Other(specify) 0 Landscaping x Framing 0 Septic Insulation !r As-Built Survey *Final Lathe Required State Permits ❑ Other(specify) Well zi.t! Electrical REMARKS (in-house): 72, luv...-7±—- , ' OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx r PemtitWorks Fite 'Transaction Maintain Reports t' ey a property Record _ LL 0"- Gecbase Property Reco & CI k. �� 1 A H i I o H I D ...1] P.111 Al * 1 I if i4 2fi Ild_Pi General I Details I Notes I Project&SAC Info'Septic tnformation 1 Owner Information'Property hnformation I Be lfflom r k PIN a: 134-118-23-33-0074 #—Primary Owner C"Vary: (None) ;— Mt _I I Name: Ole&Ca a Hovde Subdfv: Oliver Hill 4 N f " 2320 01 �.... — . Lot: r:f Address: Parcel Issues Block: F----- j Parcel: Long Lek. Istate/4g MN i� SEPTIC AREA!-With Sewer Now Available and no Water, If they ever Outlot: I `I want to hook up to sewer a Sewer Connection Fee would have to be Address*:12320 thin Unit� Day Pliant U-4' paid that will be passed through to Long Lake. Please refer to current year fee schedule.If building a New Home or Sewer Connection- -1 i Eaaaanl: Me Street: Oliver Hill 7 I Check for this! N Please see memo from Mike Gaffron dated 7-9-12,explains fees and City: Long Lake I ,, ,I charges. Refer to current fee schedule, r-Primary Tenant State/Zip:�l 55356- I Per Mike:"Because the properties in Oliver Hill are connecting to a may: (None) sewer system operated by the City of Long Lake,a Long Lake Sewer E Apartment Connection Charge is required to be collected by the City of Orono at iti 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 I"Additional Addresses Ark (winv time of building permit issuance. For additional information,please E Additional Owners , Day Phone: MR refer to the Glendale Cove Sewer and Water Service Agreement(Oliver i. r Additional Tenants EvenMIII Hill is a Category 3 property within the Agreement)." a�' Do you want to continue? � 0, F.-,Active • I.. . 4 Yes No PIN: 34-11&23334074 I23IOC verHi I A c X_ w] V ' ..0.- , . 0, ant to... f ; 9 i • 1 , 1 ..,/, ..., r 4,,L.,,„,,„c) 2330 CD 0 0 1 , "V I' L.. It) col CI, Cs1i .0232 ,....... . .... /..._........ 1 .-- \ Ns, ---- i .,. • ..„--- 4 f 0 ,... N.,.. 1 1 ( , N., t ot°' IL ot 2310 i 4 / • ' . i ‘4, ‘ / \i• ./ 0 -14 . . i .. i .. . . . .. I . ,......,. . ........... ,.. ........ v .e, , e.(0(/' e•V 574/ No ., avail' doe * I 1 I / i 1 >41;. ITi It) 30 60ft 1 l Y 14 4 0 • t illtlin RI 1 • 'Isoo Bo '•,,,,,--,>, .5,-A-r-r• • -,T5 7---5-7,37.7w.,- -m.:r.37;17.;,FixtrmorATlevra,wimnestomommr.s,-"rmuerrit...ww,rw:74wv7.7.7,4,-7,7.,,v,7p71,77/7"7,-77,51, 1-7 -er-,.---,717.4.,-7--7...-7-,----,,, ,--fq,..-7,-.7,--,,,,-7,77,,,,,,-----,-=,..',i--:-7 7,-,,,,--,,,,,,--,,,,,-,,,,:,,7,-.- Christine Mattson From: Carlie Hovde <carlie.hovde@gmail.com> Sent: Saturday,January 27, 2018 1:52 PM To: Christine Mattson Cc: ssauber@countryjoehomes.com;Julie Nees McCabe Subject: 2320 Oliver Hill Dear Christine, Thank you for processing our building permit. Per your request please consider this email our written response to your landscaping question. Ole and I agree to submit a landscaping plan prior to doing any landscaping work beyond what has already been approved on the builder's survey and the development's landscaping plan. Please let me know if we need to do anything further at this point. Thank you, Carlie Hovde 1 Christine Mattson From: Steve Sauber <ssauber@countryjoehomes.com> Sent: Friday,January 26, 2018 11:49 AM To: Christine Mattson Cc: Roger Peitso Subject: Re:2320 Oliver Hill/#2018-00047 Attachments: 2320 Oliver Hill-SURVEY.pdf Hi Christine, Please see my responses to the 3 items from the city's letter yesterday. 1. Survey - Attached is the revised survey for 2320 Oliver Hill. The revised survey has addressed items a - e. I will send 2 paper copies to the city next week when we bring up our next permit application. 2. Landscaping Plan - I have requested the homeowners send an email to you acknowledging that they will provide a landscaping plan to the city of Orono before making any improvements to the property not shown on the Builder's survey or included in the Oliver Hill Development Landscape Plan. 3. MCWD Permit - We have sent the revised survey to the MCWD and we will let the city now as soon as we receive the approved permit. Thanks, Steve Sauber Vice President 22260 Dodd Boulevard Lakeville, MN 55044 Office 952-469-4066 Ext. 102 Direct 651-583-7930 Cell 952-380-8120 (4. COUNTRY PE 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 1 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 Thu,Jan 25, 2018 at 10:54 AM, Christine Mattson<CMattson@ci.orono.mn.us>wrote: Steve, Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us with 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) 'N 952.249.4620 g 952.249.4616 ® cmattson@ci.orono.mn.us '' www.ci.orono.mn.us Office Hours: Monday -Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19, 2018 2 �°moo CITY OF ORONO s. Street Address: Mailing Address: Telephone(952)249-4600 y� ti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 K�SHO��G w Orono,MN 55356 Crystal Bay,MN 55323 ww.ci.orono.mn.us January 25,2018 Steve Sauber Youngfield Homes d/b/a Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Re: Building Permit Application#2018-00047 2320 Oliver Hill On January 17, 2018 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. Certificate of Survey. A survey dated 1-2-18 was provided. Our engineer has reviewed the survey and has the following comments: a. The plan depicts grading within the wetland buffer. Alterations within the wetland buffer are not allowed without a wetland alteration permit and MCWD approval. b. The plan depicts grading downhill from the proposed silt fence. All soil disturbance should be within the perimeter erosion and sediment control measures. c. Double silt fence is required for work within 50'of a wetland. d. The proposed well location appears very close to the existing sewer stub location (which is not depicted on the plan). The survey should show the existing sewer stub location. The proposed well location must not be conflicting with the existing sewer line location. e. Top of Foundation. The top of foundation elevation is called out on the survey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to on the perimeter of the foundation. Please note, we expect the location to be consistent when submitting the foundation as-built. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards(enclosed). 2. 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. 3. 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. A separate permit is require for the sewer connection. January 25,2018 2320 Oliver Hill Page 2 of 2 Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Christine Mattson Planning Assistant c via email Steve Sauber Thomas O'Meara Roger Peitso, Building Official enclosure Christine Mattson From: Adam Edwards Sent: Tuesday,January 23, 2018 4:49 PM To: Christine Mattson Cc: Roger Peitso Subject: RE:2320 Oliver Hill/#2018-00047 Chris, I've reviewed the subject plan and offer the following comments: 1. The plan depicts proposed grading within the wetland buffer. Alterations with in the wetland buffer are not allowed without a wetlands alteration permit. 2. The plan depicts grading downhill from the proposed Silt Fence. All soil disturbance should be within the perimeter erosion and sediment control measures 3. The proposed well location appears very close to the existing sewer stub location (which is not depicted on the plan). These two items must be de-conflicted. 4. Double silt fence must be provided for any work indicated within 50'of a wetland. 5. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. 6. A separate utility permit will be required for the sewer connection. OVA eipsf \ .0- r A /I Y Note the structure elevations established but the Development Plan are G=1001.2;TF 1001.5; and LL 993.5. Those on the proposed building grading plan are a foot higher. I am not sure if this makes a difference for your analysis but wanted to point it out. From:Christine Mattson Sent:Tuesday,January 23, 2018 3:29 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject:2320 Oliver Hill/#2018-00047 Adam, We received a building permit application for a single family home. I haven't seen a MCWD permit yet; however I have a concern about grading and placement of the silt fence within the wetland buffer area. 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) 1 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. FA' Completed Application , Plan Review Fee Paid gpiSigned Escrow Agreement & Escrow Payment Pa Building Plans (to scale) x2 ipCertificate of Survey (to scale) showing the proposed project & A meeting all requirements x2 Al Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a rcopy of MCWD permits (or documentation from the MCWD stating , the proposed project does not trigger their permitting d requirements). I will contact the MCWD at 952-471-0590 regardi this project. Signed by: I uo I Za D Address: 2.32_0 0 l V /' Nit( Permit #: 0. 01 6OQ47 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. 5y-eAre- Sa.r...b er First Middle Last 2-Z2,6 O Dodd 8!vot . Address LaK.e v1'11 M n/ 55cil 4 f5-Z — 35;Z9— 8/.Zo City State Zip Phone I understand y rights as stated above. Signature • RECEIVED Packet Last Updated: August 2015 JAN 1 72018 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. 12/20/1 7 Mailing Address of the Dwelling or Dwelling Unit JAN 1 7 2018 2320 Oliver Hill - Name of Residential Contractor MN License Number CITY OF ORONO Country Joe Homes BC627670 City Plan ID Orono Riverside THERMAL ENVELOPE IRADON CONTROL SYSTEM c Type:Check All That Apply X Passive(No Fan) y E t >, u 2 „' Active(With fan and monometer or ar.:' w . t a „ other system monitoring device) Q m m 0 v ,- 2 Location(or future Location)of Fan: 73 XO vi InO E o G ° z OW Insulation Location s o B w a9o i- ° Z w s w° r2 ix cC Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X exterior Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Interior Rim Joist(2nd Floor) R-20 X Interior l 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 IBuilding Envelope air Tightness: Duct system air tightness: I 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 61414 31366 • 37929 Cfm's I "rouna auct Utt Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air l 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: Energy Recover Ventilator(ERV)Capacity in cfms. Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 95 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 190 "metal duct 2320 Oliver Hill Orono HVAC Load Calculations for Country Joe Homes Prepared By: Josh Gray Sabre Heating And NC 15535 Medina Road Plymouth, Mn 55447 763-473-2267 Wednesday, December 20,2017 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. 43",', r. -J,' >k s :a i.. 'gad - c a �A+ �' �.�,;,��`';�;�;:,v s `.�ti a ,i .. ' .., ,'�--,_...- .{ 4,V=14W'., '' e_- Project Report Project Title: 2320 Oliver Hill Orono Designed By: Josh Gray Project Date: Wednesday, December 20, 2017 Client Name: Country Joe Homes Company Name: Sabre Heating And NC 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: josh.gray@sabre Heating.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 Rel.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: 1,416 CFM Per Square ft.: 0.314 Square ft. of Room Area: 4,505 Square ft. Per Ton: 1,425 Volume(ft3)of Cond. Space: 37,426 Total Heating Required Including Ventilation Air: 61,414 Btuh 61.414 MBH Total Sensible Gain: 31,366 Btuh 83 % Total Latent Gain: 6,562 Btuh 17 % Total Cooling Required Including Ventilation Air: 37,929 Btuh 3.16 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 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:\...\2320 Oliver Hill Orono.rh9 Wednesday, December 20, 2017, 3:26 PM I` ca it a rw -moi„E. ,.,€yr, O �g$ a: -ro a -"ION-, ,4"".'.�:.z-3-., .� �B -s�+t® `ro tiB' '^v`� ?;,,.,204,4AgstrIci v Load Preview Report Sys Net ft.2 Sen Lat Net Sen HtSys ClSyAct Duct Scope Ton /Ton Area Gain Gain Gain Loss 9 g Size CFM CFM CFM Building 3.16 1,425 4,505 31,366 6,562 37,929 61,414 720 1,416 1,416 System 1 3.16 1,425 4,505 31,366 6,562 37,929 61,414 720 1,416 1,416 12x20 Ventilation 1,054 4,409 5,463 7,057 Supply Duct Latent 175 175 Return Duct 87 78 165 580 Humidification 6,249 Zone 1 4,505 30,225 1,901 32,126 47,528 720 1,416 1,416 12x20 1-Lower Level 1,386 1,923 0 1,923 10,650 161 90 90 1-6 2-Main Level 1,386 15,871 1,901 17,772 18,054 273 744 744 7--6 3-Upper Level 1,733 12,431 0 12,431 18,824 285 582 582 6--6 M:\...\2320 Oliver Hill Orono.rh9 Wednesday, December 20, 2017, 3:26 PM s N At ' 111 _ jevr Total Building Summary Loads LOW EE: Glazing-Builder Grade Low E Windows& 487.8 13,580 0 12,807 12,807 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 1312 4,794 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, 2544.5 14,612 0 2,234 2,234 siding finish, wood studs RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 522 2,272 0 404 404 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 1733 3,468 0 1,913 1,913 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, 1386 3,256 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, 350 1,066 0 98 98 R-30 blanket insulation anicover Subtotals for structure: 45,020 0 18,000 18,000 People: 5 1,000 1,150 2,150 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 3,088 253 635 888 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) 17.04 gal/day : 6,249 0 0 0 AED Excursion: 0 0 2148 2,148_ Total Building Load Totals: 61,414 6,562 31,366 37,929 Total Building Supply CFM: 1,416 CFM Per Square ft.: 0.314 Square ft. of Room Area: 4,505 Square ft. Per Ton: 1,425 Volume(ft3)of Cond. Space: 37,426 -x r z ' Total Heating Required Including Ventilation Air: 61,414 Btuh 61.414 MBH Total Sensible Gain: 31,366 Btuh 83 % Total Latent Gain: 6,562 Btuh 17 % Total Cooling Required Including Ventilation Air: 37,929 Btuh 3.16 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 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:\...\2320 Oliver Hill Orono.rh9 Wednesday, December 20, 2017, 3:26 PM Site address 2320 Oliver Hill Orono (Date 112-20-17 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 4505 Total required ventilation 190 Basement—finished or unfinished) . Continuous ventilation 5 95 Number of bedrooms J Directions-Determine the total and continuous ventilation rote by either using Table R403.5.2 or equation 11-1. The table and equation are 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/ sn.ft.) continuous continuous continuous continuous ,continuous continuous 1000-1500 60/40 75/40 90/45 _105/53 120/60 135/68 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 180190 195/98 4501-5000 130/65 145/73 160/80 175/88 0190/95) 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. Section B Ventilation Method (Choose either balanced or exhaust only) I 1 VentilatorBalanced,)HRVcfm(Heatof Recoveryunitinlow Ventilatormustnot)or ERV(EnergycontinuouRecoverys Exhaust only — exceeContinuous fan rating in cfm ventilation rating by more than 100%. Low cfm: ,, A High cfm: Continuous fan rating in cfm(capacity must not exceed Y 217 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 air flow 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 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 C Ventilation Fan Schedule Description Location Continuous Intermittent • Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation.The fan 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 40%=124 CFM ERV has wall control set to 70%=217 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 4505 unfinished basements) Estimated House Infiltration(cfm):[la 676 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 676 above) Makeup Air Quantity(cfm); [ —ub] -301 (ifif 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. 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 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. 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 raft Hood Dan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: raft Hood Fan 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 nLEIWEDH 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 than TRV then go to STEPS. 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 = 0 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 = 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 divided by 3000 Btu/hr per int CAOA= 0 /3000 Btu/hr per int= 0.00 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 0.00 x too = 0.00 in2 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. • 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) (Btu/hr) Fan Assisted or Power Vent Natural Draft 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 8,925 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 10,500 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 22,050 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. Passive (Code Minimum) Radon System - APPLIES TO BASEMENTS,CONDITIONED CRAWLSPACES,SLAB-ON-GRADE f C l+ t y BUILDINGS AND OTHER FOUNDATIONS UNDER CONDITIONED SPACE V 1�A Y C LJ MINIMUM CODE REQUIREMENTS ARE LISTED.OTHER SYSTEM COMPONENTS ARE SUGGESTIONS FOR (�' BEST PRACTICE INSTALLATIONS BASED ON MINNESOTA DEPARTMENT OF HEALTH RECOMMENDATIONS. JI�'1( 1 7 2 01 RADON VENT PIPE TERMINATED AT BUILDERS LEAST D'ABOVE SURFACE OF RooF.(AFK>=Sb.N ASS°CIA'I1ON OFHHNNE OF ORONO MINMUM 5'ABS OR PVC OR EQUIVALENT GASTIGHT PIPE.(AFI03b.1). v„ , 4'PIPE MAY BE MORE EFFECTIVE;BUT IS NOT REQUIRED f'PACE I�FOR FUIUREINSTALLATIONOFAFAN(AFI099) The new Residential Energy Code and Radon require- "MIN THE ABSF THE VENT CENTERED ments went into effect for permits pulled on or after . ON THE A)0OF THE VENT STACK •"MINIMUM VERTICAL DISTANCE OF S FEET June 1, 2009. .` INSTALL LIVE=LET IN ATTIC!FM*ERE • FUTURE FAN MAY BE INSTALLED(AF103.12). The illustration to the left shows the major require- ments for passive radon systems in all new residential i I N. , construction. The back side of this sheet explains additional radon code requirements, recommended upgrades and additional requirements to meet the INSTALL LABEL READING'RADON REDUCTION SYSTEM'ON THE VENT PIPE Minnesota Department of Health's Gold Standard for AT EACH FLOOR AND IN ACCESSIBLE ATTICS.(AFI03.45) Radon Resistant New Construction. BAM has additional free resources to help you understand the new code. INSTALL PIPE AS STRAIGHT AS POSSIBLE TO HELP CONDUCTIVE FLOM. ELBOWS AREA ALLOYED BUT`SHOULD BE AVOIDED IF POSSIBLE. Go t0 www bam n.Org/en ergyCOde to: • Find a link to the Minnesota Department of Health's Gold Standard for Radon Resistant New Construction program L ••Download a free copy of the 2009 MN esidential Energy SEAL ALL JOINTS,CRACKS,OR DTR OPEN ,s PATH POLYURETHANE Field Guide to the EnergyNew el Code tional lustrations and a \� \� � CAULK OR ELASTomERIC SEALANT ACCORDING To MANUFACTURERS \\/\\ \ RECOMMENDATIONS IN AFIO5.4J THROUGH AF105.43 %` • Ask a question and we'll share it with the entire /�\\� // / industry on the energy code Q&A section of our /\\� \// webpage. y\< 7�/\\/\�' This project was made possible by a grant from the \ \ \\', 5,\. \\ \ \ \ \/..• U.S. Department of Energy and the Minnesota De art '\ '\/\ �. \ \ \ / ment of Commerce with assistance from the Minnesota /\/ ��\//\//\// ///////// '/ /\\ OR DRAM TII,E�L00P BEFORE INTOLAB ISG bAS.FERMEABLE LAYER(AFIaJJ.JJ /��/ii \\i\\i\\\��\iv�„\i��\i��\i/\i\\ Department of Health. MIMMJM 6-MIL OR 3-MIL CRo55 LAMINATED POLYETHYLENE SHALL BE LAPPED D'AND PLACED BELOW THE SLAB AND ON TOP OF THE THIS ILLUSTRATION DOES NOT REFLECT ALL THE REFERENCES TO GAS PERhEPBLE LAYER(AFlo93) O For More Information: ACTUAL CODE LANGUAGE.SEE OTHER SIDE OF THIS SHEET FOR A 'FIT POLYETHYLENE LAYER CLoseLY TO PENETRATIONS(AFI033) SUMMARY OF OTHER PASSIVE SYSTEM CODE REQUIREMENTS. 'SEA000VER PUNCTURES OR TEARS PATH ADDTIONAL POLYETHYLENE(AP1o33w ) ww.ba m n.org/energycode mti FOR PRECISE REQUIREMENTS AND OPTIONS OF SPECIFIC CODE SECTIONS • 800-654-7783 X 1 66 or 651-646-7959 X 1 66 CHECK THE ORIGINAL CODE LANGUAGE AT www.bam.org/energycode © 2004 Copyright Builders Association of Minnesota re'w b i.org OR r � y Copy 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 1 2" (previously 6") o All punctures or tears must be sealed or covered with Poly U Seal all entry points o Polyurethane caulk or elastomeric sealant on openings around bathtubs, showers, pipes, wires, etc. o Polyurethane caulk or elastomeric 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 10' 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 U Label the Vent Pipe o At least once per floor * in accessible attics, the pipe must be labeled with the words • "RADON REDUCTION SYSTEM" ❑ 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 required to install a continuously exhausting fan and monometer or other system monitoring device Architectural Manager Page 4 6/8/2009 J Christine Mattson From: Adam Edwards Sent: Friday, February 02, 2018 9:20 AM To: Christine Mattson Cc: Roger Peitso Subject: RE:2320 Oliver Hill/#2018-00047 Stamped the grading plan approved. From:Christine Mattson Sent:Thursday, February 01, 2018 10:10 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 2320 Oliver Hill/#2018-00047 Adam, We received an updated survey dated 1-25-2018. Please review and provide comments. Thank you! From:Adam Edwards Sent:Tuesday,January 23,2018 4:49 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: Roger Peitso<roeitso@ci.orono.mn.us> Subject: RE:2320 Oliver Hill/#2018-00047 Chris, I've reviewed the subject plan and offer the following comments: 1. The plan depicts proposed grading within the wetland buffer. Alterations with in the wetland buffer are not allowed without a wetlands alteration permit. 2. The plan depicts grading downhill from the proposed Silt Fence. All soil disturbance should be within the perimeter erosion and sediment control measures 3. The proposed well location appears very close to the existing sewer stub location (which is not depicted on the plan). These two items must be de-conflicted. 4. Double silt fence must be provided for any work indicated within 50'of a wetland. 5. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. 6. A separate utility permit will be required for the sewer connection. Note the structure elevations established but the Development Plan are G=1001.2;TF 1001.5; and LL 993.5. Those on the proposed building grading plan are a foot higher. I am not sure if this makes a difference for your analysis but wanted to point it out. 1 From:Christine Mattson Sent:Tuesday,January 23,2018 3:29 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject:2320 Oliver Hill/#2018-00047 Adam, We received a building permit application for a single family home. I haven't seen a MCWD permit yet; however I have a concern about grading and placement of the silt fence within the wetland buffer area. 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) V 952.249.4620 I 952.249.4616 cmattson@ci.orono.mn.us I " www.ci.orono.mn.us Office Hours: Monday-Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19, 2018 2 Christine Mattson SITE COPY From: Steve Sauber <ssauber@countryjoehomes.com> Sent: Thursday, February 01, 2018 9:18 AM To: Christine Mattson Cc: Roger Peitso; Rob Jarvi Subject: Re: 2320 Oliver Hill/#2018-00047 Hi Christine, I spoke with Roger this morning regarding the well locations at 2320 Oliver Hill and 2330 Oliver Hill. We both agreed to have our surveyor come back to the homes when the sewer line is connected and shoot its path from the house to the sanitary main at the street. We will submit a revised survey to the city and work along with E.H. Renner to best determine if the wells can be located in the front yards. Thanks, Steve Sauber Vice President 22260 Dodd Boulevard Lakeville, MN 55044 Office 952-469-4066 Ext. 102 Direct 651-583-7930 Cell 952-380-8120 \-.7& NTRY JOE HOMES ssauber@countrvjoehomes.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 Fri, Jan 26, 2018 at 11:49 AM, Steve Sauber<ssauber(a.,countryjoehomes.com> wrote: Hi Christine, Please see my responses to the 3 items from the city's letter yesterday. 1 Christine Mattson ORI - fi OPV From: Steve Sauber <ssauber@countryjoehomes.com> Sent: Thursday, February 01, 2018 9:18 AM To: Christine Mattson Cc: Roger Peitso; Rob Jarvi Subject: Re: 2320 Oliver Hill/#2018-00047 Hi Christine, I spoke with Roger this morning regarding the well locations at 2320 Oliver Hill and 2330 Oliver Hill. We both agreed to have our surveyor come back to the homes when the sewer line is connected and shoot its path from the house to the sanitary main at the street. We will submit a revised survey to the city and work along with E.H. Renner to best determine if the wells can be located in the front yards. Thanks, Steve Sauber Vice President 22260 Dodd Boulevard Lakeville, MN 55044 Office 952-469-4066 Ext. 102 Direct 651-583-7930 Cell 952-380-8120 tip � r.,. COUNTRY JOE HOMES ssauberOcountrvjoehomes.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 Fri, Jan 26, 2018 at 11:49 AM, Steve Sauber<ssaubergcountryjoehomes.com>wrote: Hi Christine, Please see my responses to the 3 items from the city's letter yesterday. 1 Christine Mattson From: Steve Sauber <ssauber@countryjoehomes.com> COPY Sent: Thursday, February 01, 2018 9:18 AM 0110110 To: Christine Mattson Cc: Roger Peitso; Rob Jarvi Subject: Re: 2320 Oliver Hill/#2018-00047 Hi Christine, I spoke with Roger this morning regarding the well locations at 2320 Oliver Hill and 2330 Oliver Hill. We both agreed to have our surveyor come back to the homes when the sewer line is connected and shoot its path from the house to the sanitary main at the street. We will submit a revised survey to the city and work along with E.H. Renner to best determine if the wells can be located in the front yards. Thanks, Steve Sauber Vice President 22260 Dodd Boulevard Lakeville, MN 55044 Office 952-469-4066 Ext. 102 Direct 651-583-7930 Cell 952-380-8120 COUNTRY JOE HOMES ssauber@countrvjoehomes.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 Fri, Jan 26, 2018 at 11:49 AM, Steve Sauber<ssauber@countryjoehomes.com>wrote: Hi Christine, Please see my responses to the 3 items from the city's letter yesterday. 1 YOUNGFIELD SERIES tr)in 8'-4" TALL FOUNDATION WALLS LU w EXTERIOR FOUNDATION INSULATION ,I 1 ` , saFrr 2015 MN BUILDING & FRAMERS - 1/2" BILDRITE SHOULD BE FLUSH WITH CONCRETE -3/4" SUB-FLOOR FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH 1-1/2" TOP CHORD 1xeIP>� ENERGY CODE =O .,i3 & DECK LEDGERS 1•-r $c OLE & CARLIE HOVDE Lu ►Q VD - 1x3 LP 1PoM ON FRONT—) 10:24521" --4--- & 41KH!1LL •NEW STAIR RE UIREMENTS • • • • DUCR HILL Q cmc 1exn all ,S 5 a c) " . . .'.'. moi,-.'.'.'.'.'.'.'.'.'.'.'.'. VEIL CAULKING ORONO, 55356 LO N o a N ,� 10 �' . . . . .� �LL 4 sos Z N 0" �' toll IP Anil .:....... . .... .:. . . . 5/4.CEDAR GARAGE RIGHT Z� ` '. . . . . . . .'=.1-1/2" SPRAY FOAM (R-10�'.'.'.'.' T.O. WALKOUT D O MIN. TREAD 10.. I\ 1-1/4" �' op. //I�i ,�. „ / O T MAX. RISE 7-3/4" 1 --jr--- • }1/43(11•TRI�, ri CATEGORY ONE M N MIN. NOSING 3/4" " -1-1/2" BOTTOM CHORD 6 P0$T ` T0.WALL NEDE W ENERGY CODE N0T MAX. NOSING 1-1/4" ooa�olT e� / FILL 20" FLOOR TRUSS WITH 4 NRaNEDBc' 1DrS LOOSE FILL FIBERGLASS INSULATION 200 AMP SERVICE o "FOR 11E ILEFITA sour( q4 Y DUCT CHASE AT FLOOR TRUSS 1r�. FLOOR AREAIT HAY NOT BE OREM 2'-41" 2'-41" 6'-3i" 2'-41" 2'-41" SCALE: 1" = 1'-0" EPRECUCED f f M WYYNIBt MED UPIII otM91Y81m / f / FINISHED , UNFINISHED �TMEACH INSTANCE N GARAGE 740 SF WHEN CONSENT H KIES,NG \ BASEMENT 1,173 SF 213 SF :11.1� iffili T.O.FTC. FIRST FLOOR 1,386 SF - YOsNGFE1D No�T io VARIES SECOND FLOOR _ 1,732 SF - TNN6�DO MES �;, LINE OFTO r �> SHEETROCK N ter. o� In 'i': 2-e' TOTAL 4,291 SF - Na leorwlon Dots I :IS .. 0 NOYOMm 24 2017 loll _OECEIRIER 20,2017 3 3-SIDED MANTLE, STAGGERED \ COLUMN 12 — 14" STRAIGHT © FLATWORK SQUARE FOOTAGE ©JANUARY x201918 I 4 SCALE: 3/8" = 1'-0" STONE GARAGE SLAB 718 SF .,, rn •', BASEMENT SLAB 1,281 SF _ 0 0 FlREP�ACE p Entry SIDEWALK 43 SF I I ✓i, w000 4....- N ,V d• d- illi WALL LEGEND _ W "% xs p}�� •\-- _NC t% I •I CONCRETE WALLS (n 0 0 re O 4'-83" K'-4K 3'-6" 1'-4 4-8i" I1 -5 2x6 EXTERIOR WALL WITH 1/2" SHEATHING - INSULATED ry o W / / \\\ 2x6 INTERIOR WALLS Wo m 15P-81" I 2x4 INTERIOR WALLS > *(( / I I BRICK / BRICK LEDGE 16'-41" TILE IS STANDARD Porch FUTURE FINISH -- / WITH STONE OR MARVE OPTION wloao ;, i RAISE FIREBOX UP 2 2'-6" 11'-0" 2'-10I" HEADER HEIGHT SCHEDULE / 2424 2424 / 6 -0 "tat ., . .- ., ., ., <. •.. • 8'-0• o ' .. t.,1,•:. ® 6C• z __- WMIllall BUILT-INS .- BUILT-INS 0 GAS FIREPLACE :; 3 OFF FND. WALL 3-SIDED MANTLE, STAGGERED ,°�' ° 4'�0" 2'-10 " 1'-6" `� , / /- / ,: ��+"s 1 6'-3 " ° TRUSSES: COMER SHEET�`` RECEIVED god oI TRUSS DESIGN BY MFG. TRUSSES NOTED a," Great a WITH DIMENSIONS TO BE VERIFED SHALL 10-30-17 I BE FIELD MEASURED BY TRUSS SUPPLIER _ Room JAN 1 7 2010 HEADERS: TLs AZ * g'-4" —� ALL HEADERS ARE (2) 2x10 TYPICAL UNLESS Rp+ NOTED OTHERWISE ON PLANS. FIREPLACE / ENTERTAINMENT CENTER CITY OFORONO SIDEWALK 43g Not SCALE: 1/4" = 1 '-0" SCALE: 3/16" = 1'-0" ' ` A-0 I V) WW On v a - �a z„ F7W611.9 pw�Ce4 ASPHALT SHINGLES (~o"a C j 4' BOX OUT Or 151 BUILDING PAPER CI LOUVERED PEAK ]5132' I ROQF SHEATHING 12 I DAM EAVES) i.-0::41214 Z N a a 6' CUT BLOCKS D 12' RAKE izei O 6" FRIEZE BDS. U U U BL2521 8/12 V TYP. BOARD & a NOMBATTEN y:,N<AKE BOARD - HARDIE COLORPLUS PANELS pip yp UNGRELD BATTEN - HARDIE COLORPLUS HM INC. AND irs BATTEN MUST BE 3' W/ TEXTURE E tis SOLELY RR If E017111f 112111GIED ROWS MID DRESS TOP OF PLQTE. 18• O.H. 8/12 812521 RA MANY NOT EE OWERNSEY ELEV. 127-9 RHID IPDA BY,EPRmUDED I 11.1191111==, ,IINCIIMIP I 1 1 i ' mean Oa?ERASED R DIM NWT IN EACH TANC ly-6", le Rath INTO COEDIT '-6" 1'-6" 12" RAKE OF=ED NOES,It YOUNGFE-"="'=- H 1B '521 -I _ NYEDIIiNDears 10" CORNER -� I 12 TO RAIN A IT a TRIM BD. T (AT FRONT ONLY) �� Na Raluka DoOi II u u n n 0 ROMER 24 2017 ©OEAOa1ER 2%2017 �11 I 12' RAKE 12 Q JANUARY a 2ma �E X1119 7-7/8' +'IDR VA MALIIMi./�'''�" 4.25/12 8 8/12 1-6" a - WI WOWS = V►NDOWS HARDIE LAP11 U — — \5 1/2" CORNER — — TRIM BD. ses — .. II Si ■Via MI 22 - . HARDIE LAP •011111 No m•mallow . 1ST FLOOR — r R_ !lQ:a� lR:1. a�al� moo ELEV. 109'-6-1/8' r`-'1 �i � ■ ■ ■ .18...al1.111 a 111 m 5-1/2' TRI I SHEATHING FOR '-0' BOARDS BRACED WALL AROUND WINDOWS I REQUIREMENTS AND DOORS p 103714.. 04-4'I I FL FASTEN SHEATHING TO HEADER WITH 8d COMMON OR UNE OF CRETE" COLUMN I GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN FRAME WOOD I ON ATTACHED DETAILS. I 03.31Z-7I I I DOM (e'"A Ili J I Arnim 1111. 1 ELEVATIONS 0 FRONT ELEVATION - B .10-30-17 SCALE: 3/16" = 1'-0" its /oz —Op RD Y �A-1B �� n I \°1,7,. H II . 0 ce99 "' ? C gui 111� cn <1 " . I N ❑ 4. O OV_ 4D MI m 0� Ol co- 1 - co T P , F D H ill ❑ IIw � p U NII m 1 1 I - nII l i' I OMN I sz W C (n �N -171 v ® 0 �� 40 1 ® m ■■ N P r 1 m D 1 1 0 c co ii • $m 11 N 0 o mb <- W �,� cr, ip N < II F -e- e- t II > I I 0 "' ❑ —I U I Ip 1et 0 z 14. 0. i- m I) i \ at 2 w ❑ o rt- U) _•4_,__, 4D 11 N ❑ (.4 7J 0 0 II 0 ; r , , , > r O Co II 0 11 m -11 410 II ZL/s 1 w -o u) x m Z II p I ND II D ON Z lig 11 II Z .. 1 Ei Z L/s 1 I o o a Z L/s \ �— cr. , , rll o II o NI1I u < so d Z l/s ❑ — _ > 1 I 5 N 1 — I_ i., ❑ ZL/s Z ce 0 ZL/s 11 Z L/s Zo L/s0 0 0 0 F —� ❑ IIp II o ° 0 IIZL/8 ❑ ZL/s p — m IL _IIR. 0 • L J JO (O_ 45- /II: In 4 I ®®� 1iFiqggiqgCOUNTRY JOE HOMES RIVERSIDE �g3elilm gZ YOUNGFIELD HOMES d TWO STORY a = MO TP Nissi f igpin-e 22260 DODD BLVD. i [ 4 BEDROOM A LAKEVI(LEjMN 55044 m � `� / Phone66 LIC.#BC627670 / I V) WW WALL LEGEND pp CONCRETE WALLS Ii =o s ' " 2x6 EXTERIOR WALL WITH 1/2" W Q Z 4, ' SHEATHING — INSULATED . J A z" \\\\\\� 2x6 INTERIOR WALLS -1 3'- 1`1 21-0* i �'W C 2x4 INTERIOR WALLS b „ 1-1:',.17.,,4t b 19'-0' 7-3” 1S-1" 6'-e" LLC/ 10c; BRICK / BRICK LEDGE '�' �, ' ® N o a — FUTURE FINISH -1 f .1C. — 71 . s, 1_. Z N V a S'-l0i" 8'-1 I p p ALLFoonNcs 4.o' ' FSTNGS a100-4" Finished OW GAD A BOTTOM I < I Bedroom #5 I ' I V O"rcT I 1:2 ID 11_ I Ib 12 000 la FOOTING r NON: 1 9'-10' g-2' I STRENGTH Mx 7-1 2" x 12-1 2 I DIS DOCUMENT HAS BD7( NEW STAIR REQUIREMENTS 2 Y Beam Pocket! PRPA D BY YgINGFEID 10" • ®,� t— f (4)1-3/4■1oa11-n I.N. I S1 POST III- HEM ASSBGa sY S I ASSGNS. ACCORDINGLY f___ 11 FOR M[NIA ILIERID R MAY NOT EC MEESE IN. I I a s r4 �ucont MED WEN ,R O= "*r a. -4 L Finished ill m AHY a 4 tornm 1-1/4" b B'-4' TALL FOUNDATION WALL MIN. TREAD 10" -311T.--- Finished o-iter-r I I ff � n€Ka imnoi cctisort MAX. RISE 7-3/4" 0 ' Rec Room ®® ;' YouHc;RD • I ° 1° ' $ WIN BO SO. .. I maRauusEgr lFs MIN. NOSING 3/4" Finished MAX. i NOSING 1-1/4" Ar_� �„ ,, �' BaMth I% 110j1 - No. Roololon Dab a.�or-:. - YiJ • Mom*son r © C - o 6.-sr 8.-3' >.—— 3 1111 tri For' ®DEQ so.x017 ir! ID ° ' . � Q,wuARY 8.2018 b - - ° 0A* u-T ` �Y� 1�1me1 .� �r� - 10 Mechanical cT::��i":S - ROOM SIZES �� - FINISHED "4 ,�. or i ® 213 SF 4'-0' FAMILY ROOM 644 SF — �� 4' 436 ® ' ' " ‘ J HALL ROOM 151 SF Sr f ''' Ilii®I� ' ,s /Mg Om MECHANICAL 213 SF BATH 68 SF • , M� r inti .% STAIRS 90 SF ' , i ' Iia_i _ 4 MAIM AT 0 BEDROOM / W.I.C. 220 SF - 13 11 m Ft,ORN ON EACH TOTAL 1,386 SF IfM11111 I I WALL AS WNW START SLAB g�AT(TO�P i :/ © , w! j'r1Mb :, I I T idr? OF WALL AT GARAGE . / } W ail r. _ P. a - - J ip '.tr / .0 i S• �NW N Unexcavated / / �Om �� , - ., 7RFATm WO LEDGER * 15-8' ; �i IA HEADER HEIGHT SCHEDULE b t iP 'Iq H . BOTTOM OF ® 6'-11-1/4" i — RI §' gl >" I I 1 SET DO�;;M TOP OF POURED WALL 0. : / ® 8'—D" 1 1 • Ci r-6" �, 3-1 4■n VENTED CLU-U111 c,mg,ge —— —— L— - — — ——— =Ai • 3" OFF FND. WALL I' ir-e' 8'-r N.O. 3.-4r IV- YA 3'- A" ..,s \ 11'-0' 23' . BASEMENT PLAN 4 i 9'-0' or. 10-ao-n • BASEMENT PLAN /-Z SCALE: 1/8" = 1'-O" p` —3—WO (no WALL LEGEND LU w . CONCRETE WALLS O O Q.cg 2x6 EXTERIOR WALL WITH 1/2" . a vi Y `'� SHEATHING - INSULATED LU Q Q N \\\\\\` 2x6 INTERIOR WALLS O J A 2x4 INTERIOR WALLS .1/,, r, 4s-o• F'�(U O W,Nr,pa BRICK / BRICK LEDGE ,4'-D• is-D•MRS 1-18•40,* — — FUTURE FINISH1 7� 7-0r f 6'-C V-a a,IN 12,a BRACED WALL REQUIREMENTS ` o ❑ I mast) ®� - •- Z Z N a �' (�3170.' (FULL SHEET OF SHEATHING) �' e III' Dining Stud O O 18'-0"x1 '-0" 9 V�` Deck' b b �,II' � / ME \ FINISHED ROOM SIZES _/ _ 1MS DOCUMENT HAS�, GREAT ROOM - WOOD 250 SF O �t +r-o' — YOUNGFED '-(p' s'-,7 HOMES. IMED N. rs STUDY 120 SF — . �i7� —Inn _ L x61. "- t —( SL (�39170 DRESS 10 ASSIGNS�D KITCHEN/DINING/ENTRY- WOOD 590 SF 'g W 9-tomis f4'A�WM 1i �_ — AS9p,S I r MUD ROOM - VINYL 107 SF A. 1 My ® E UNWISE IIDYIyFNO�pE�, W.I.C. - VINYL 33 SF i 5-0• 1s TO PEltSp,DR EIN71,Y POWDER BATH - WOOD 38 SF ® Moon sus MORE„w,�e'mow�q� Jr• _x Bath10 131. INHOUT M EACH INSTANCE, Rrsciaaluoe iRFRIE r,noR a W000 ®� It BD q6 oONSfHT STAIRS 90 SF >� ( REQUIRE e MMDDw OPENING + 4'-0• I CONTROL ONCE La_ io V b Great �� Ki I -—W.I.ti I AS IT DETERMIES Room al C I ' Cni. �\ J y 'Dm O^ to wren Dabs • II J ,Q NOYE'IEDt 28.2017 HEADER HEIGHT SCHEDULE1 . 6.-8. 2 }—" I 17 OECE11802 4 a� 20,0 7 ® 6-11-1/4 It :* '; I )n,Ktst r-4. Mud - Pill ems. rte. 12'-e -antr Jo mint 11 U�`-- 7S' WOOD Co 7-6" :.:,:salrPtil 3N OFF FED. WALL ,'__n.4_.. �H 4'-5• s-, —� .».� ® AI _ "PLATE HEIGHT �l.� \ m O Entry< • l RwDta L e rr waw.aow t F S W} p .II Woad i.. 1v roll V .N.f.1 k t/Y OW. . 48 1 0)-0 i \ 6 l No t/r In wD-ea. W O 0 CC to o �f+l:Mi (3)aao I 6 bi WOD - ' — J O t‘ a-)r 1 4 or §� — r— . EDGE W Fu M7 aarn awes — d 4'-e• 1 '>! \ 4 b. Garage NEW STAIR REQUIREMENTS § § I; PWoarmch ' Lit I I Borrow I 4*con sua ,� I DOO[t SHOU.D BE I 1 0" FI sET 4 DOM FROM p.e'Oil.Dont I TOP CF FOLD WALL--` �- kt4B9201.W LT�Q1 �(Z)IYtr m tw'>a.ox DOOR At 1-1/4" v,-0 ,r-e• -4' ' o-o• r-e• ,g-o• s-s' Ars alb FLOOR \ MIN. TREAD 10" ` ,5-0• ,,,�. -0. PLAN MAX. RISE 7-3/4 ` � MIN. NOSING 3/4" °` 10-30-17 MAX. NOSING 1-1/4" or FIRST FLOOR PLAN TLSdholni 10 RD • SCALE: 1/8" = 1'-O" A-4 .i/ 6'-O" C I -— —L. -I a i MAX SPAN CENTER TO CENTER LU W � •��•.` I ill I■i I 4x4 POSTS __]— ` 2X6 RAIL - FLAT O 0 O H : A 2X4 I I CEDAR PICKETS X6 RAIL LU o a z 0, 8'-2" 9 -10 / T.O. RAILING ��- - L- - -14 N- - A O J AbuicsifN 1 lz..• o H Aa..% ALL FOOTINGS TO _ T LL c S as I BE A MIN. OF 42" 12" FOOTINGS N CR _ N 2 a BELOW GRADE FLAIR AT BOTTOM I o 4x4 POST Z N a, s.4 Z ` O 1*- 8'-10 " 8'-10$» 2r — V ;; T.O. DECKING -*riitsat___. �r >-By r ,,,,E 1 - - jI I BOLT (2) 2x10 (2) 2x10 (2) 2x10 BEAMS 2X4 • HOMES.INC. AND IYS -- -_ J FLUSH AT CORNER EAY Ash TOWED sauLY O wolisONI X (2) 1/2" THROUGH BOLTS- �� 6X6 POSTS YY N o WITH WASHERS OR EQUIVALENT N ANY OR OFI1YYAm STAIRS N I 4" SPHERE CANNOT PASS :EACN" Na . IF IM no MG if, 2 RAILING DETAILS POST AT DECK RAILING , ®— ` DTL TO RAS AS IT DEMO 18'-0" SCALE: 1 /2" = 1'-0" No. RIVAIka Dots .� , POWER 28.2017 ALL FOOTINGS TO ©° X17 BE A MIN. OF 42" 12" FOOTINGS - - - - - ©JANIZARY 8.2018 BELOW GRADE FLAIR AT BOTTOM -- i ,eite.os�Ss2%041 — — "'s'"..PA. .,6,4:.1e4.>'. DECK FOOTING PLAN g f,ii I II II N©11 II , SCALE: 1/4" = 1 '—O" D KINQ� SH�JLD DCN II J, 0 4 1 FR011 T t11 FIR FL1r II E--1 x 10 A PNIM� F III II 'I SKIRT BOARD " a � 0 8'jr 0' x 1 '-i" �—DOUBLE RIM c, it 1 1 1 11 10 e C 11 D TREATED ID 6x6 DECK SUPPORT N l -031 118'-u"POST M %' II II N II N II N II N II _re o ANCHOR STRAPREQUIRED OR POST cn 0)-rc 53" CONNECOTFOOTING I II II II II II 1 II II 11 11 II II II con W II II N 0 2xJb DOCK gust ©1116"No.all II II ;om III �—SLOPE TOP OF PIER 11 N 11 11 11 11 11 11 11 11 11 11 IIt cc 't II 11 11 11 11 N 11 11 11 1 11 II 11 \ • • .' - I :.o:i+moi: Li u o '. . I,gSS THAN T n n 7:...-.4. a 4 OP OS`1 • .'•• CONCRETE PIER FOOTING ONRI ERAS STAIR', 4'-0" x 5'-0" • 7-3/4" MAX RISE " LANDING T1 '� �1'=1" 10" MAX RUN1 in • . . FLARE BOTTOM OF FOOTING STRINGER . ..• :• TO A MINUMUM DIAMETER OF 24" TO RI a' • • u u4r-Or L RR ST N FLOOR a _ _ GRAVEL BASE GRIPPABLEHpR ' REQUIRE 2x10 JOISTS - SOUTHERN YELLOW PINE .40 TREATED10-30-17 1. A, 1-1/2" DECKING TA 2-2x10 BEAMS SOUTHERN YELLOW PINE - .40 TREATED M 1 POST & PIER DETAIL 6x6 POSTS PONDEROSA PINE - .60 TREATED RD DTL SCALE: 1/2" = 1'-O" DECK FRAMINGPLAN \.... D-1 J ' fn A I r_ 'I /e w n , ao 11-- �IV 1 n 00 �_. N ❑ ,>.7:,o 1 N0 , ❑ -F- Cf) 70 ci) C7 Fri CA m - __ 1 ❑ -- o o --: I Z MM. --� ❑ immi mmi ,\-_ .--,. I \ -.. \1_ . •-,. 00 ---- IV ❑ NM MM Jr. , / m m o m T yrLT 1 rrrnO 1 7J <0 Oo 7:i 0 E� C°z O CO rn o -P, -i on 0 I y I 01031 t E ' { ' ®D D � l � , COUNTRY JOE HOMES "+ - M I1 1 1 i li: 101:igill YOUNGFIELDHOMESRIVE RSTIDE22260 DODD BLVD. n) 4 BEDROOM ' $ $ t O LLE,MN 55044 Phone( Phone(952)469-4066 • � `� LIC.#BC627670 1 \. l 45'-0" / r 18'-0' nW I A � 27'-O" / w In 9'-2" ni OVEn SLIDE THE 10'-6}" 7'-3}" w NEW STAIR REQUIREMENTS i O 10" / �� (2) x30 ULLED �\ : TEM' .:.. ,...:...,.. ziz.;--.:.. D . . . .. O '.. ., ; (2) 2X10 .I ( ) In o 0 . 5-11} / 6 :.I.. 14-7}' 2 2zio .. ,.:, :, wQ�aZliG 16, ''*r "2�— WINDOW SILLS MORE THAN 6' ABOVE i `,® O JO V 1-1 4" 1.eFINISHED GRADE (SURFACE BELOW) OR "' c I"•2(LAW i OD MIN. TREAD 10" `�� LESS THAN 36" FROM FINISHED FLOOR ) ! I HA �_ •MAX. RISE 7-3/4" 11'-4 SHALL REWIRE A NANDOW OPENING �- '� `� �` o V CONTROL DEVICE Bedroom #4 DL o MIN. NOSING 3/4" " -c) .� " cARPEr '^" �-Z Nis `�MAX. NOSING 1-1/4 Z - 3'-2' 10'-01" 4'-9}" r� 3' D .n SHOWER NICHE DETAIL +��SHOVER HEAD�p - �� O SCALE: 1/4"=1'-0" O I-; — (+�T) V \ N. 36 60 36'.' °f 1s>�u 8'-10' cr�.::�ll .ar 6'- 8'-7 " HEADER HEIGHT SCHEDULE —-� , I:•:'-if:?.>4,4f.:->- > >->.;-%;->a :-_,-:,.___ II } r Hole 1 2 2X10 '! r= 3: of SAME HEIGHT AS PLATE (8'-1-1/8') '.4.• Master n �' \ ,� D ® 6'-11-1/4" N 1 Bath EI 'k H INC. AND its VINYL ® 8._O" saw (+8") STEP UP CEIUNG 28' 3'-5' 119 SF(FlR) I MIESASSIGNHITS EXPRESS=I r r HOLES At0Ralf EXfRS 2'-0' 8'-a-1/8") I I- 28 ® i I .,.1 IT MAY NOT BE O1MEROSE © �>_ss SEE DETAIL ON SHEET A-7 I PKT. - - % - 111. W.I.C. '- URN BY,INPRODUCED ® 3" OFF FND. WALL Master 7'-3}" �1 �, t CARPET ; 1 " 'OR ENTITY Bedroom room 1woo wow APPET 2' 0" lir io 2'-23 .. NEN I , - - -J W191weD1 013,NC 22x30 Laundry i I .�.-7. Y01BEs"E H0 aa1T,°1DD t ArnC 82"SF"�,R)r�Imo% (i) i� ' ° 3� rte 'DEB> FINISHED ROOM SIZESI a A I Rs I i ( No. D� MASTER BATH 162 SF N W.I.C. A L_ J/ m � c MASTER BEDROOM 242 SF c I CARPET �tr ro I 1 c C Bath #1 1•(� co ©DIMMER 20, i MASTER W.I.C. 68 SF I 's 16'-0' I 7'-1' �' I A �y I n t / "SF( ) 28" ©dAnUMY A 2018 BEDROOM ;2 179 SF ® I L - - - - J I--I J/ 4R BATH BEDROOM ..: 3 218 SF •4. R do S N ® • ir - ..1 BEDROOM 4 226 SF o .. -� UNEN 0 / io 24' OL 1II ", LAUNDRY 82 SF -�N� -'s —_ -0" BI OLD \ , , iiti - "++� HALLWAY 123 SF :; 7'-2' ... 7'-1" 7'-2}' rr, 3'-11' LOFT 89 SF I - X =N `0. `• 4'-10" 5-11}" , M !1 ® I , :.IrSTAIRS 90 SF `g 1-74 riTHE TOTALS FOR FLOORING ARE ON FLOOR PLAN 3� II_ • II R do S ��.. OF FiR BELOW =1111.-9. 8'-0?" r -—17--q—— — — _ I ---13,--'� - -- Ti W 'N LINE OF R.BELOW I a � (n WALL LEGEND 13 �_, ® 1 �(fl CONCRETE WALLS o L N o •1 `I i ®z. 10 m s? V: 2x6 EXTERIOR WALL WITH 1/2" • `� Loft • Bedroom #3 ' SHEATHING - INSULATED 'o CARPET T o \\\\\\` 2x6 INTERIOR WALLS MI - Bedroomeoo #2 r R & S- CARPET I N 2x4 INTERIOR WALLS 0 N a, Tz BRICK / BRICK LEDGE I `: ..-4*3 I' aar N — — FUTURE FINISH (41)V. I i1 I -co I Wg 1'I "' (2) 2x10' 28, GIRDER TRUSS <., ...<... \ \ \ . 30x30(2)2x6 O(z)zx6 81W s (2) 2X10 30x3OTEMP. 30x30 FLUSH HEADER 2) 2X10 '�" 14 0 •.:.•SECOND FLOOR,:..; :.;:, PLAN O (2) 3600 MULLED 3'-4}' 11'-73" •` 10-30-17 SECOND FLOOR PLAN / 19 . its /DZ SCALE: 3/16" = 1'-0" b 1 Ln I 5'-6' 5'-6" 3'-10' 15'-2' 411•1•111, —5 45'-O' ^ 9 in tn NEW STAIR REQUIREMENTS WI, 10" 1uj 10CD 3'3 III MIN. TREAD 10" 1 A o MAX. RISE 7-3/4" ` F7 LU C w p w INGLES MIN. NOSING 3/4" ` H Ga?;it 7-131141 FELT 15/32"SHIM MAX. NOSING 1-1/4" Ci�S 'a Z" a ZD ussEs ® 4• • 2 0 c V pEt; ;'u•• .I :O 9S • NOEL THIS DOp1ENT HAS ESDI PREMED INC.BY=WELDANrS HOMDRESSASSR;NS soar HO11E BDIETAFIXIIORELD DRESS ASSIGNS. ACCORDINGLY IT MAY NOT BE OTHERMISE rep UPON BY,REPRODUCED 1 ANY i Oil ED _ r i �X��X X X 49 INSU�L. WCNITi) , TPRNIt I two CONSENT 1:1111111181 MA NC \-1/2" CI . BD. RYOUNGFELD EmEs r Two SEE ELEVATIONS .I '�'~ ATKINS FOR FAgA de SOFFITS W MS�DEIEIO S FOR FACIA & SOFFITS NECESSARY. SIDING PER ELEV. 2x6 - 16" O.C. • "' a•`�0"Dots R-21 INSUL. T Loft Bedroom Closet Bedroom 1/2" FIBER BD. --••••...... VB co r NOVEMBER � SHEATHING 1/2" GYP. BD. - ®DEEMER20'Pall C7 ©JIMMY&Pala 7'-2" �PJ� 11 7/8" I-JOISTS 3/4" OSB FLOOR SHEATHING / 0 16" O.C. /GLUED & NAILED di 2ND FLOOR m : ELEV. 119'-7-7/8• r i ` J 1 1 1 m � I-� 20" FLOOR TRUSSES / /2" GYP. -- c 20" """"` / A 19.2 O.C. co / PLATE HEIGHT AT GARAGE IS 8-1/8" Entry LOWER THAT THE HOUSE. A,* T :-.. 2x6 - 16" O.C. STAIR NOTES: R o o� R-21 INS Garage w>. 3- 12" LVL STRINGERS 9iG .1/2" GYP. BD. 0 10" TREADS 4,0 In 2 7 3/4" MAX. RISERS TYPE X GYP. BD. X In w 6'-8" MIN. HDRM 11 7/8" I-JOISTS ® 16" O.C. X3/4" FLOOR SHEATHING ,_3m di d ELEV.T 1009-6-1/8" J I "i"-( et GRADE GRADE c . 2x6 SILL PLATE /7 1/2' C YP. BD. 2x6 SILL PLATE s. 2x FLAT) WALL WI 1 2" GYP. , Sitting ;.— 8" POURED WALL BD AT FINISHED AREAS .• -co * 1: 8'-4" POURED WALL t I «r T. • i ELEV. 104-4 ixt '.. 1n SEAL ALL JOINTS, CRACKS, OR OTHER 20x8 8'-4" POURED WALL r 111 J OPENINGS CAULKFORROPROTECTION L 4" CONC. FLOOR" A�"; �/ SECTION • TOP OF F9OTING \ �,' - :\ , N.• - DRAIN TI ELEV. 100-0' 2pxg� �ON�RETE FOOTING 0 AS REQUIRED or 10-30-17 8 x20 - TYPICAL 5,000 LB. FOOTING TL`s /DZ STRENGTH MIX W4 -Ira rRD 1 BUILDING SECTION A-6 - SCALE: 3/16" = 1'-0" J 6 ir OL9LZ9ag#'aIl 1 990b-6917(ZS6)anogd Plinki11 hi MSS NW`1TIIA3IV'I ,� wooa038 'GAM GCMG 09ZZZ 1ill c A OIS oma r. S3WOH 413IASNf1OA �z 3alsa3n1271 a A e. , Q S3WOH 302 AZ11Nno jikiegkg1 4®® , I I !a !F NSI � .1 I 4 1 h .-- N 1 t e - d I 10 $li ig b -0- _ IL7I 1g ; t.rdi 416 I 117 ' 6bis .§....., q od ,05 rin, 01 , Ai, itgi I. j hiv k,A bD 6 } IIN, !« JI—.e , ,,u 1 .1s-a N O O � 'ii'��e�i'ei'��i'''''''��i''��i'��i�i'd���i�i�i'�'Ji�i�i�i�i�di'di�i :Ii#X040:�IS�I�I�I�I�I�JI�I�pA�����1�����dJd1�1�����������1�1�dd1�1�1�J��1�1�1�1�����Mi 4-9-ii7 �1' 1111Y� IIP;Y '' d LLI II "• liS M 12 ! 4 1 ii 6 Icio1a 1V c. � R Og.s 1 Ai AI si J il & " 0 stl . . ,t p . al i ID ,,,, , c›, . .• C ,...,,,, ., I. i lin IIIIIHI!H4 l I •Ihig tIgjl Oil !WI ii8 ii a* 1ili IIi!!Ifl s4Q 111E ll I- i 5111= �� I=..l� 3i. rY I ll i ii at I g 31r s 1 18 = as A Ulli 1 hq ,,a I i� rI _ a Rim +rn _5i o 73. Rim 3 ®9_ ■ rx � F8' 3 ,oc� T., H2 TS2 m - 1 ii c-7 • --I N I o. O N G 3 3 • c .. A li — Rim + Op r 7 Rim ° T VIII __. OA III F 14' F24' I .. s "` F14'\ \F24' - III s • ,, F14' F24' L_ co 0 4, \\\\\F14'.\\< a x g F24' r I ^: e5 -F14.._ 1 Iii A a +]0 to i4 —W�.n o o g NC - a 1� "$ oa } .w m m m +! 0 r o O 1� 0E. « mT 3 �a �s� svw N. v. _� �'.w N; yVP t� 4 N , 3 S 3 a .4 w 3 'i3 c, 7, .,...._.ca a D ... _...—..... II 3 tl o a„ psi a3o� $ g 3� 3 X113 o,10 '33 iA ! ;at c) S :,ii-,., b 8 gi gN acc - �I W p a x L > 8 r� g ill O �3 =w w fi r_ e N g m3 `o V N «5 - ' 2 m oo m ST:61 II m a 4T II 9 _ • 'VIII ciN s Rim ++O CP m 3 a 3 o -I H H 3 L.nt n-t,.t m.,t-o m CO -I"0 3WN -�L W A W A NO > m ==`oa -�. .o 2 2 N a 0 9 www ro .._.o. $°+'a A V++r W W 02 ONO A 00 A N m ++ ni 990 0 0 Q 0,3 O •O 'O+ =0000 m� Yy N 3 N N++ P O g C, 88,..t' +w a +O 3 O O A A 2 +w w+w V V V V V V a G G Z 0 ,n W X x a CO A A N A OO W W W W W C x x N,a w+ _ m m++ x x x x x 2,—i a,44.:T) 2,3, a " t o p N Q? m -4-4,,V®g 49 4® N N __ W O?Oo co w N N N N N N Z Z 4u;N 7I 4+++N O O o 0 0 0 N. .2 O P m rn 0 NN lT G ' ' IJ IVa rn 2,. pmmm3 Z 3 3 ~d 3 A m ad_, m3 3 $a *GT mgx . a Maga ' N3 CqC q1. 7 >g>g rer 8a CD ED 0®N� XS u a0i r 0qr Z N WA' 4 oco� Nww 0m (Q +A N CD m 0- II a Z Z* O II o o m A w w w Z C 0 W++N A++V A NO V Z f^, O 3i W �' .5 s N Customer. Youngfield Homes Drawn By: Alex S. Job Name: Ole&Carlie Hovde Lyman Lumber Company SALES PRFSENTATION DRAWING. FRAMER ITEDrawn Date: 1/5/2018 NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. Address/Lot 2320 Oliver Hills 18900 West 78th St LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN, 0,N Revised By: BASED UPON THE ASSUMED VERTICAL LOADS.BUILDER IS RESPONSIBLE FOR PO Box 130 CD City,State: Orono,MN p OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED W•"•' EMI LYMAN LUMBER Chanhassen, MN Revision Date: THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE Plan/Model#: Riverside ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. Job Number. 22541 (952)470-4800 Revision#: A complete Javelin.'training plan requires the Framer's Pocket Gulde }'leader Spans: See the Framer's Pocket Guide for Product Trademark Informationciz Up to 4'-11"=1 Trimmer z W o° 5'-0"and Bigger=2 Trimmers g°u-o """Unless Noted Otherwise °W_1 z en_M�'ZCO UJ_ I-w22i • - to,I»a 0>- to Framing Connector Summary w A41(?) PIotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff g°m t 3 y H7 1 Simpson IUS1.81111.88 10-10d x 1-1/2 - 2-10d x 1-1/2 No O la o re z> H2 1 Simpson IUS2.06/11.88 10-10d x 1-1/2 - - No K?c K - H3 1 Simpson HHUS410 30-16d common - 10-16d double shear No a mm_i i-m u BBOHd1-2 Rim BBOHd2-2 Products Aiw°g e z R - - - - -- - PlotID Length Product Plies Net Qty m -O a 'I mo-®® ®:-- , --- F32' 32'0" 11 7l8"TJI®210 1 26 m vi Q°F m <2Og= F22'-2 22'0" 11 7/8"TJI®210 2 4 Y pa t- 3/ _ • - - F18' 18'0" 11 7/8"TJI®210 1 5 m m C LL _ F12' 12'0" 117/8"TJI®210 1 1 IL.FUO° r M1-3 16'0" 13/4"x14"2.0E Microllam®LVL 3 3 O)-fe=°tY -IluMzro 3x5 PSL 8'0" 3 1/2"x 5 1/4"1.8E Parallam®PSL 1 1 /zz>,-<U v - TS1-2 24'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 2 2 O w w w c9 wa' TS2 22'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 1 z-DI-2 I` O m TS3-2 14'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 2 4 2 a t^O g w - TS5-2 12'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 2 2 a 2 m z o w TS4 12'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 1 p U F y 0 • Start Joist Layout Here. E -1 z w z • 16"0/C �' TS6 2'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 1 w C°F w • TS7-3 10'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 3 3 0a.-I< olz TSHd1-2 Rim __ TS8-3 12'0" 13/4"x71/4"1.55E TimberStrand®LSL 3 6 I-J° 1- 7 =___ mm. Rim 16'0" 1 1/8"x 11 7/8"TJ®Rim Board 1 10 - - - M1-3 EBOHg4-2 tA>:m a - Wall Framing O st - + ' 3xS PS1 - PIotID Length Product Plies Net Qty z v - - ko4sac =O • , rd i TSHd1.2 10'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 a BBOHd1-2 10'0" 2 x 10 SPF No.1/No.2 2 2 m _ - • p BBOHd3-3 7'0" 2 x 10 SPF No.1/No.2 3 3 co i m BBOHd2-2 T 0" 2 x 10 SPF No.1/No.2 2 2 m $ - m BBOHd5-3 4'0" 2 x 10 SPF No.1/No.2 3 3 Q ^ - BBOHd4-2 4'0" 2 x 10 SPF No.t/No.2 2 4 • ' _ BBOHd4-2 3'0" 2 x 10 SPF No.1/No.2 2 8 E u, ma E - m 0 m `o_ `g F18' 16"O.C. v l • • € F32' _ 0 _ 16"O.C. 0- rn Z O I o . i II ' '. F22'-2 x m H1 x 16"O.C. • E km2 v Rim ca ® TSB I • 3 o p er II J yam '" c a, t I ro to U II TS7-3 • E j a= -- ,gym= ..J_ BBOHd4-2 " im w I `y IW 11 �= F32' - 116"o.0. a II t t I a 1 II 3 in i;II W Z 0) • E ~ I 24 H LL 0-' t5 N '6 N Y O Oi. '- II 1u. iI- cn II • ILL I la _ . 6 3 ■Il II BBOHd4-2 BBOHd5-3 Rim II IIiI __ --_ II II Girder Truss II II 5x5 PSL 5x5 PSL WARNING IIS IIS ,",,,,.P„n.. un cea..rar, IIS IIS esraE :ra II II / x A_ r— O L_ ' Z _ ini .hes — ill 0TS5-2 �' oN Q o DOT re.onOCONOT.s.. >- 0 N 0 2 00 eral4rxeE,Man NNran ITM1r0 Mro r.rWnm unix C.r • C=— t wwNrwarrrssukr. ter,'„ TS1-2 . a WADDING 1/011-9, "8 m Lark elPrap.rlacimarnnvo.me,dI.can rem.*N... a' E —I S o E .rxie.ma ..O..N..e.roing prow..: 1...11,1*.!wpm.bow.and nni m/a.,.wwn etre r,.i..."..too*.nv MVO,nab.. 5 z @ N i ` Nw�w =� 00011�m "emu::waleur:a °B 2 2 arc*u :. OIaer +aa.—•a : ...testa root . : Z' e a < wireat no „. w.r ,o .,0r,.. 0 �..".n . ..v.w. onlop-rr.,-•10 0,010,00400 . 00 or ' ..,<..aTAR P.,...,m0n..n0N. .0,.,,00Sheet: ° •N;:,,...r.00a nrnb.. e.SM.F..':O 700 NA an 2 of 3 m�.Nnr"amaf.rn.....N. pr .0r.r..NC aet , a 1 ipi = 8 8 ft111111111 a5qq5 41401 , g d4T, I } a _8 ss' S C al}ii i � li 1 i 11 A 9i 4 .E t7J 11: E* I F.avr . 0_i8 S ,,1�1rI. $s o1ll Ptilam € BBOHd2-2 BBOHd3-2 to a CO W: co O_. 2 nr N.., W N N CO co 0 o_ W N co- g co 0 : co 2 pq> M 33 9 mI w CD 9 N LI st N o W p W p 1 2 2 iv IN a a de 'I p e I W to n caN BBOHd3-2 BBOHd3-2 a Co CO my Co CO W W o O O O O= N N N N W A C1 V m 99905 ag m..,,,, . x . . a.NNN,o 8888E-Li :(n co co N co 2 m m m m 3 c c a z z z 2 9 9 9 9 m O 0 0 0 o tn a A N N i.i. Z-'N O U N N N N 0.-, II 5 ° H — S: O N 0)0)0) 71 m CD oo•.3 m 3co— m . .N Customer. Youngfield Homes Drawn By: Alex S. Lyman Lumber Company SALES PRESENTATION DRAWING Job Name: Ole&Cadie Hovde F RAM E R ITE 18900 West 78th St Drawn Date: 1/5/2018 NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. W- Address/Lot: 2320 Oliver Hills LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN, O tp Revised By: BASED UPON THE ASSUMED VERTICAL LOADS.BUILDER IS RESPONSIBLE FOR ,.,,< City,Slate: Orono,MN ® Chanhassen, MN Revision Date: LYMAN LUMBER PO Box 130 OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE Plan/Model#: Riverside ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. (952)470-4800 Revision#: Job Number. 22541 _-__ 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. p 1- Youngfleld Homes,Inc. 1.NOTMESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE I ,. m3 'w- 22260 Dodd Boulevard INFORMATION. .17y ........_ LE _k.f T-T -....-....-.!S-t'..._.._...................._...............`. El 1 Lakeville,MN 55044 2.ALL E%TERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WRH THE Fg10WING CRITERIA,U.N.O..WHICH '" C- _-1a-��_ �¢�T MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP. +�-" ISO A.2x4 OR 2x6 STUDS SPACED @ 16.O.C. 7s-y9• I r_ 1,- - Q 0� .. _1 ) •• +i JJ -- ....f[vXii B.EXTERIOR SHEATHING:UP MIN.STRUCTURAL PANEL SHEATHING Wad NAILS @ e'O.0 AT PANEL EDGES AND 17 1E I�l ,n. !775 k I I ., ___ d d ___ O.C.AT INTERMEDIATE SUPPORTS OR UC'16 GAUGE STAPLES @ 3'IT SPACING. '°r ' ew"ce tl I aa'aa�''is I I b'p 1BRACED ��FT�.F`'" r`4I. T4-FTT 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O. Z. S ^'^""^" ! G A.244 OR 246 STUDS SPACED @ 16.0.C. '- * I L 1 I p 18 /bW (WALL LINE -`• r'l ,_t_ - Revision Date Description B.WALL SHEATHING:Ye'MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5d COOLER NAILS OF O.C.MAX.OR . T P F-1" 1 I ? if f _ TYPE SRS WALLBOARD SCREWS @ 16'D.C.MAX N MINIMUM STUDPENETRATION)IBRACED .-1!-FTI- " L6f3I` �,--''1/2 -�2' O - 5^ ."I ra '" 4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. .___--._ .-•-•'�+/�"• _ - L.\-Br y s,a-w WALL LI _ - i, ' .Le • A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24.O.C. �'° _J L ® r W aU (�+ 'r I yt 2 [ B.FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHING w/8d NAILS @ 8'O.0 AT PANEL EDGES AND 1Y O.C.AT k � n..47.„,/-L_ Y f. .........._1;, � r i ~J -} t A 1 J" } - • d INTERMEDIATE SUPPORTS. r-p.,y,•4 ry y? 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. ' `.. i .WA♦ _. _.-.__... II W� \ f g1) 1 FTI 'x 5, __ A.ROOF FRAMING SPACED AT A MAXIMUM OF 24"O.C. ` �'1 e,+s. ,. r _ _ B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H25 CUPS OR EQUIVALENT AND(3)8d TOENAILS. REFERENCE PLAN ,•L • 'r""'° ,I,� C.ROOF SHEATHING:)55'STRUCTURAL PANEL SHEATHING w/BO NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT ® " r.} INTERMEDIATE SUPPORTS OR 1�'16 GAUGE STAPLES @ 3'/6"SPACING. PARTIAL LOWER LEVEL HOUSE PLAN $'T I 6Y 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)16d NAILS IN SHOWN FOR LOCATION REFERENCE ONLY F n:br � LAP ZONE.AT CORNERS AND INTERSECTIONS.LAP PLATES AND PROVIDE(2)10d FACE NAILS. I 'L. _ �---1 1 G 1 {1( (-� -` 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). - @@ FF x( i" ►►Y•• 8.RIS THE OPINION OF THE HANSON GROUP THAT THE ENTRY PORCH AND DECK ARE PRIMARILY OPEN, cr k d I :,1,,;NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAN WINDFORCE RESISTING SYSTEM OF - 4 ,,;,r 1 k' - F \ ITHE HOME.PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS AND TENSION CONNECTIONS AT LEDGERS. r ' J PLANS SHOWN LIGHi1N BACKGROUND ARE FOR - �" I'Y - \ gC \ .'xLOCATION REFERENCE ONLY.PLAN NOTES AND MATERIALSSTUD LOAD '. �d - "'1' (5 7 _'� �4 -11. r \ u� ' ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY .i.e 1. 2[ ��'f�}, """~ -y SUPPORT THE HANSON GROUPS DESIGN. WALL STUDS(10 OR LESS): SPF STUD GRADE OR BETTER R pF SNOW LOAD: 35 PSF 7-P WALL STUDS(OVER 10'I: SPF NO.2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF ya DIMENSIONAL LUMBER: SPF NO2 GRADE OR BETTER FLOOR LIVE LOAD: 40 PSF .5 TREATED LUMBER: SVP NO.2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PSF x I -) - 4 - s-- 1f LSL: 1W"WIDTH-1.55E OR BETTER WIND LOAD: 90 MPH EXP.B CAB lB "PV'-0` -ill.= ol_Ay 5 EI 41� Tr': • .7` Y I`€-., LVL: 1�'WIDTH-1.9E OR BETTER Deck Y Iq PROVIDE TOP OF WALL 4 \tet I''i€, CODE m ) `a CONNECTIONS SHOWN FOR .s;- .ms-+ „yBRACE LL S i N �r- NDCATEDAPOR ONLO WOALL f (SFT) �-14Ff) 1 ZOIS MINNESOTA RESIDENTIAL CODE ; .---r ;iJ BRACT: em• --,� -- BRACED =$ :� (�75-FT)p -t x " tri (MIN.LENGTH) WALL LIN(: - -'" -�.+�" I �- M1 L 4 ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR C d FLAT 2x6 @ 26'O C I "'"T-'" i FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING fX i4 I WALL LINE REQUIREMENTS AS SHOWN BELOW. (MIN.(3)PER BRACED �c .r eaN WALL PANEL) 1 v .3 "wlr L)s k `, : (MIN.LENGTH) ROOF - ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH 'Y "� FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4' TRUSSES Y RCrec•. x �!. w�c �� O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN el BELOW. sl�ui is ' s _ REFERENCE PLAN -INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE �� ' ® MAIN LEVEL HOUSE PLAN SHOWN ( I (4)0.131'0 SIMPSON r-C e ~ 'c I = FOR LOCATION REFERENCE ONLY " 77 CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. x 3'NAILS A35 k" tI"O ° f a 1 Nim BRACED FRAMING I� 1r ,/ ANGLE y WALL PANEL } ilLl a l g ��IrI�J x,y ii REPRESENTS ROOF TRUSSES EACH END I4g1• ,=i71 �r' 1k' 1wF1) _ FIGURE FASTENED TO PLATES BRACED WALL CONNECTION PROVIDE TOP OF WA 1�� R602.10.82(3) w/(3)Btl TOENAILS 8 (ROOF TRUSSES) CONNECTIONS SHOWN P0-,. -A: 1 ern.,.. .s dVAIrr.N^ . SIMPSON 62.5 CLIP AST TRUSS BRACED WALL PANELS AL• c X. a+ x -:r FASTENED TO PROVIDE 12'WIDTH WEB - 8 FRAME 2x4 BOX :•: INDICATED PORTION OF WA : .. @ Ig51�`e AROUND SPACE % 2.4 BLOCKING PLATES w/8d STIFFENER FOR ATTACHMENT • • jJE� 9 kluee "" •-�' SIMPSON HTT5 BETWEEN TRUSS w/ BETWEEN TOENAILS@ OF FRAMING ANGLE f EoM tib I AIhsY3"I� I' 1 HOEDOWN ANCHOR AT SAME SHEATHING TRUSSES NAILED 6'0.C. FLOOR J4 s/ lar�)Tki'.rw-'r .!• i i LOCATIONS SHOWN w/ AND FASTENING AS (�BDOP PLATES w/WdLS EACH NAIL BOTTOM JOISTS ! ...-r,..12.:_,.....' 1 1X0 x 17 LONG WALL BELOW Ein I k - SIMPSON HD PLATE TO RIM/ Ile 1sr (OR REPLACE w/ �1{{����//////JJ1t •"w".�.w� SCREW-IN ANCHOR ADEQUATE DEPTH AIL BOTTOM ^/ JOIST/BLOCKING = t.f 7 2x MEMBER) PLATE TO RIM/ w/(3)16d NAILS (4)0.131'0 SIMPSON COi4gg3�pg,,�CT _ JOIST/BLOCKING ISI EVERY I6 x3-NAILS Am pp' ? 0A i�-- POPTA-FRAME A$c��• ::. w/(3)16d NAILS '°' FRAMING = S e a SHOWN IN MS1 CONCRETE k12 x 3Yx•WOOD.C. _ I BRACED ' cw� V' EVERY 16' "' SCREWSINSTALLED 16"0 IN :" : " ANGLE ly ^^ -_ 1 I w we'd--'vu 4�BELOWATION WALL PANEL " EACH END NAIL EACH JOIST % NAIL RIM TOP ® ', ',a ADDITION TO NAILS FLAT 2x6 @24"O.C. ❑ LJ . 1 TO TOP PLATES w/ I PLATES w/04 _.... .a ( • LEVEL ROORF (3)841 TOENAILS TOENAILS@ (MIN.(3) ER BRACED I CONSTRUCT ALTERNATE HOLDOWN LEVEL ROOF WALL PANEL) vsira 6'O.C. Tt CONS'RlksfP l rt. TRUSS BEARING NAIL BOTTOM FLAT 2x6 @ 24'O.C. SHEARWALL AS SHEARWALL AS WALLS ONLY) PLATE TO (MIN.(3)PER BRACED ItIV SHOWN IN 5/S1 SHOWN IN 5/S7 CONTINUOUS LVVLSL HEADER TO SUPPORT NAIL BOTTOM / LADDER TRUSS WALL PANEL) MIRRORED VERTICAL LOADS BY SUPPLIER 412 x 315'WOOD PLATE TO RIBBON -. w/(3)160 NAILS PROVIDE FASTENING OF ABOVE FRAMING SCREWS@ 16"0.C. BRACE/TRUSS w/ ■_. EVERY 16- BRACED SIMPSON (MIN.3/5'WIDTH P.MINA IX"DEPTH READ) EQUAL TO THAT DETAILED FOR BRACED INSTALLED IN "I'j ^' _ A35to LENGTH OF CONTINUOUSHEADER TRUSSES "' (3)164 NAILS WALL PANEL :. REFERENCE PLANWALL PANELS 0 FRAMING DETAIL ADDITION TO NAILS -:- EVERY 16' ::, FRAMING ( NAIL LADDER () ...: ANGLE UPPER LEVEL HOUSE PLAN SHOWN (MAIN/UPPER 4 0.131'0 "• POST-INSTALLED HOEDOWN OPTION NAIL EACH TRUSS TRUSS TO TOP x 3'NAILS •; EACH END FOR LOCATION REFERENCE ONLY _ • ss ss LEVEL ROOF % - -- --- -- -- 'Al TRUSS BEARING TO TOP PLATES w/ PLATES w/8d ;;;_ ' ,' '� WALLS ONLY) (3)8d TOENAILS NAILS @ 6-0.C. •=4�LWL •E• I. J/ 1 1 FLOOR 'I i II I / j��1' EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS - FASTEN FRAMING ABOVE AS SHOWN j 1 • PROVIDE 12'WIDTH WEB FOR BRACED WALL PANELS ALONG I j ;Oi l: LARGE HATCH AREA INDICATES Sic'OR _ THIS SHEARWALL ASW WELL AS I 1 THICKER PLYWOOD OR OSB SHEATHING ROVIDE TRUSS STIFFENER FOR ATTACHMENT ,j I 1� 1 ' 2x4 BLOCKING BETWEEN DIRECTLY IN LINE OF FRAMING ANGLE '10101i! iI 1r• O /1 .I /STANDARD 6'/17 NAILING ABOVE OVERHEAD DOOR APPLIED TO EXTERIOR SIDE OF STUDS TRUSSES NAILED TO TOP w/BRACED WALL wPLATES w/(3)Bd NAILS EACH PANEL FASTENED BRACED WALL CONNECTION1n or report _ TO PLATES w/8d (FLOOR JOISTS) HEADER 6 BEARING/KINGTOENAILS @ 6"O.C. FLOOR O ENINGS BY SUSTUDS AT SIDES OPPLIER 1Q p A /• I hereb ce that tltisNAIL BOTTOM PLATE ' 12 / Ir was prepared by me or under may directt supervision TO BLOCKING w/(3) TRUSSE^ �i -PROVIDE 2x4/2x6 WALL pill SIMPSON MSTC40 STRAP ON INSIDE FACE and that I am a duly Licensed Professional Engineer 16d NAILS EVERY 16' NAIL BOTTOM PLATE r_+,r_ ��._^ L w j ABOVE HEADER AS REQ'D OF WALL(PROVIDE SPACER TO FLUSH TO BLOCKING w/(3) • _ I 111111111541"" OUT HEADER TO WALL STUD THICKNESS) under the laws of the State of 69nnesota. U NAIL SHEATHING TO HEADER w/8tl �/ PROVIDE FULL DEPTH 16d NAILS EVERY 16" -• I III/lI TYPICAL 244/246 STUDS @ 18'O.C. w •1 1 Signed: lar/ , BLOCKING BETWEEN (4)0.131'0 �' NAILS 3"O.C.EA,WAY TYP, JOISTS NAILED TO x 3'NAILS /JI O -- @ ,�I! FASTEN KING STUD TO HEADEfl w/ TOP PLATES w/(3)Btl PROVIDE JOIST BRACED • I/ I/IIIA) APROVIDE T END OF SHEARWALLS O ROWS FASTEN6tl SINKER NAILS @3 O.C.TOP PLATE TO HEADER w/(2) "�Ir (2)ROWS 16tl SINKER NAILS @ 3'O.C. Print Name: Nick Hanson NAILS EACH DIRECTLY IN LINE WALL PANEL '•• SIMPSON /I / Z r, ALL HATCH AREA INDICATES Xs OR w/BRACED WALL LTP4 /) II i LOCATE PANEL JOINT WITHIN 7-0'FROM Cr.'ITHICKER PLYWOOD OR OSB SHEATHING Date: 12-27-17 License Number: 46665 -NAIL EACH JOIST TO PANEL FASTENED FLAT 246 @ 24'O.C.••, FRAMING I I APPLIED TO EXTERIOR SIDE OF STUDS CENTER OF WALL HEIGHT AS REOD(24 SOLD 1 TOP PLATE w/3 SO TO PLATES w/8d (MIN.(3)PER BRACED PLATE I/I/ I/III) 1 II 1, (NAIL SHEATHING AROUND PERIMETER w/(2) () WALL PANEL) EACH END , BLOCKING REQUIRED AT SHEATHING JOINT) r ROWS 8d NAILS @ 3'O.C.STAGGERED B TO TOENAILS TOENAILS @ 6"O.C. I „1 FLAT 2x6 @ 24"O.C. SIMPSON HATCHED AREA INDICATES iia'OR (2)2x4/2x6 BEARING STUDS MIN. ji PLATES/BLOCKING @ 3'O.C.) NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN.(3)PER BRACED LTP4 (/I I/IIIII THICKER PLYWOOD/OSB EXTERIOR r/II TO BLOCKING w/(3) TO BLOCKING w/(3) WALL PANEL) FRAMING / SHEATHING FASTENED TO STUDS w/ �IVERIFY w/SUPPLIER) , SIMPSON STHD11 EMBEDDED HOLDOWN l6tl NAILS EVERY 1fi" 1fi0 NAILS EVERY 16" PLATE I I Ij ANCHOR AT LOCATIONS SHOWN �I�I I Bd NAILS AT PANEL EDGES )2x42x6 BEARING STUDB(1)2x42x6 I/I (REFER TO 6/S1 FOR ALTERNATIVE OPTIONS) O BRACED EACH END III 6.12'O.C.AT INTERIOR SUPPORTS FULL HEIGHT STUD EACH END OF HEADER I II 340]Klnrer Lane N ---' PROVIDE FULL DEPTHIlli Sults 4 •,� BLOCKING BETWEEN PROVIDE TRUSS WALL PANEL : ' II I II r I. I§"0 ANCHOR BOLT(T MIN.EMBED) :. TRUSSES NAILED TO DIRECTLY IN LINE (4)0.131'0 �� FOUNDATION WALL BELOW x;11 w/7 x 7 x Ile PLATE WASHER Ptymoulh MN 55441 v`1� TOP PLATES w/(3)8d w/BRACED WALL x 3'NAILS 11 I will SIMPSON STHD14 HOLDOWN ANCHOR L TN 812-]083572 NAILS EACH PANEL FASTENED ••••,-- /I�'/III.I FASTENED TO DOUBLE STUDS " C I wwwJonsorgrnupmn.eom TO PLATES 40 8d /..-rx l✓•r`�I �� Fir (REFER TO 6/SI FOR POST-INSTALLED a NAIL EACH TRUSS TO TOP TOENAILS @ 6"O.C. FLOOR II IiILiiI!t ) I^4 , I IIPLATE w/(3)8tl TOENAILS TRUSSESHOEDOWN OPTION _BRACED WALL CONNECTION __ 1'iY'3 1 8-3'3 1'-0}5'3^ INTERIOR BEARING WALL INTERIOR NON-BEARING WALL 12)15'OANCHOF BOLTS(T MIN.EMBED) I (FLOOR TRUSSES) Hovde Residence p +! a FRAMING DETAIL 2320 Oliver Hill SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE - I ROOF TRUSSES ABOVE.TO JOISTSRRUSSES/BLOCKING ABOVE,AND TO ALTERNATIVE CONNECTIONS TO BE 1 ' , . IGARAGE FRONT PORTAL FRAME Orono,MN JOISTS/TRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT NECESSARILY USED WHEN BRACED WALL PANEL . NOTE REQUIRED TO ALIGN,BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING. - INFO APPLES SYMMETRICALLY ACROSS DETAIL THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE"MAIN WINDFORCE RESISTING SYSTEM'FOR THE ENTIRE FRAMING DETAIL RESIDENTIAL STRUCTURE,THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT 15 REQUIRED FOR THE HANSON GROUPS DESIGN IS SHOWN ON THE STRUCTURAL GARAGE SHEARWALL Project Number: 7.013 DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Date: December 27.2017 Sheets: 1 of 1 S V 1 A2 COPYRIGHT HANSON GROUP,LLC 2017 ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ON BOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET-INCHES-16THS CONDITION 1 IS A REACTION BETWEEN 7,000 AND 10,000 LBS WITH A 2-PLY GIRDER. 3. END OF TRUSS WITH"X"TICK MARK ON THE LAYOUT CONDITION 2 ISA REACTION BETWEEN CORRESPONDS WITH LEFT END ON TRUSS DRAWING. 7,000 AND 10,000 LBS WITH A 3-PLY GIRDER. 4. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE CONDITION 3 IS A REACTION GREATER THAN 10,000 LBS. TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALL FOR MULTI-PLY GIRDER - * SYMBOL INDICATES CONCENTRATED CONNECTION AND PERMANENT BRACING INFORMATION P❑INT LEAD GREATER THAN 7000 LBS. 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR SEE TRUSS DRAWING FOR REACTI❑N. MORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THE Too Mote wrlisnr BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS -.....Am PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9.BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS. (UNLESS NOTED OTHERWISE BY A FcPerp:::.:NOTE) "TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." Suryrrertin,.J9.x I.M.A'4 44t[4L pogo t94441m=:l.,..' s-lr. ti.,,..Y+ 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. 40+JCR 41' 11018 pa ADJUSTMENT OF SPACING MAY BE REQUIRED. "Of'440.41 parr 22504 Olt:NI 425 40 bit:44 6.25•)/ �HGUS/� S einS26�+ e..ia-4-'•7-= 48� 1.,-7.;,-7,-r....,-.---„„--1 �USZV�r,�..«awv.1 &.. a25pa RUINING SUPEQRTJNG .4 2#0 so .v 4 weeir,lt".. i7L,pil stassaananam 36-1e4 tutor it 350'1 '.. I 14-160(DAM CARRI i: !,..:.:;./ .. CARRIED MEIIPASTENERS • JJ , MEMBER FASTENERS % ^ H1 17-ledID.taT X3501 r 61et1ra.182) >.zio. - - • ... . • soon C_ .431/644 0•**. . ^c I I f1 ; A T1.0.1 I I a IICfl4=Ulna Nf.Ol3218LlI� II N8f1.413 ,r• ij-� E:rf•Oelfe �)I!` R.Ria +'1;'?i , 4R..5P76 II 12.0 ' ii•3tOD :?.'' I FL=474 ._ 205043•N .,> .,r. ' ' FL 3nJ4 II r w.c 44.14 Mart 1.eae nary 41.4.44,4 WO, II :g Tza' _ II FLUSH BEAM "ig _ -::-'2.1 HHUS28-2 -.4:-:-.71-714-. IIsuDPliedbyothers) J 1 £Q Mt rral"".64 i a Nz "ew. -.1 ■ II ii T2-0' PLACE 8^SDS SCREWS IN BOTTOM CHORD SI. ONLY OF"Cr GIRDER TRUSS. v e -.._ I II •iI 9 I! NAIL P CHORD AND WEBS IN LAYERS. q,'. T- �II <<-4/12 VAULT . TM• h I I I SE TRUSS DRAWING IN JOB PACKET. 11 vis J °t _ r ,I! ill _ Cl - �® ,b2 Ri'.e.. =`- 111 ..0 I I I Tz-0 ` li 1.. I i,1 a T2.0 it _; ' _ r `": O u! C. I (5)C3 CC A T2 " III ;I 12-0 I > I!! II. I m 120. 11 I I ^ '1 I V I.. <<- I 4/12 VAULT->> T"4 III I I v ,-,?-4 ill A ii! 11 7I N r n v B I R 1L_ _ I 441164 (;g' *"GREEN WALLS AND TOP OF PORCH BEAMS""" ti rum--y DROPPED 8-1/8"FROM MAIN FLOOR PLATE HEIGHT CERT IED r-- ---�- �� Automata)&i ns CCavromori R I VERS = D E • SALES REP : G J W O# TO 1 0 3 5 iy,ll�111�IKLf DUE DATE : 1/4/2018 SCALE : 1"=7 ' 0" iffi 43 C 0#110113tTill YOUNGFIELD HOMES DSGNR/CHKP.: DW / ABC Date : 1/4/2018 12 : 17 Hi 2 3 2 0 OL I VER HILL TC Live 35 . 00 psf Dur Fac-Lbr : 1 . 15 K71 rift 1154124015 O R O N O M N TC Dead 10 . 00 psf DurFac-Pit : 1 . 15 'SEITMOTlILSfi {u5f�i BC Live 0 . 00 psf O . C . Spacing : 2 twice BC Dead 10 . 00 psf Design Spec : TPI TRUSS Ciaarrt ANC Total 55 . 00 psf #Tr/#Cfg : 72 / 37 ROOF PLAN NOTES: I 1 1 1. TRUSS IDENTIFICATION LABEL LOCATED ON G BOTTOM SIDE OF BOTTOM CHORD 1 1-11-4 = A 2. ALL DIMENSIONS ARE IN FEET-INCHES-16THS 12-0 3. END OF TRUSS WITH"X"TICK MARK ON THE LAYOUT CORRESPONDS WITH LEFT END ON TRUSS DRAWING. 12-0 4. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY $ WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. I �_ 12-0 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDER ' ' ' LL CONNECTION AND PERMANENT BRACING INFORMATION - _ _ I G2 11-1°4 I 1'1 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR a a a a a MORE DETAIL ON HANGER ATTACHMENT. XP 2-1-12 B TEMPORARYMRYBRACING INFORMATIONTEDINIS SHOWN ON THE �QJ�6 ® 2-0 . w-.....BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. , , , �� 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS �. II i , PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE i Ii I FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS I ,I I ii WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. i II Ij 'I I I2-0 pr 9.BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS. i I I (UNLESS NOTED OTHERWISE BY A FcPerp###NOTE) 1 "TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." II I 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. ADJUSTMENT OF SPACING MAY BE REQUIRED. I I�Q O 6.00.1n...-1Q...4� �.G�1A'a - H U S26 "" „�.-,.. , SUPPORTING MEMBER FASTENERS . F Fl (r)F2 j F3 P"1 (4)F5 (9)F F7 14.164(0.162”) -1 � < < > CARRED a a o F o a o ' ' MEMBER FASTENERS n ,' 2 ' ,', r 2 2 8=18d{0.182) +'"~ r 21 ` 'S i4N1;/LL HJS1411LU7KIN (..�r».ws_. 1 2-0 AIIII, __ ________ _ CONDITION 1 IS A REACTION BETWEEN 2-0 .______ h.. 7,000 AND 10,000 LBS WITH A 2-PLY GIRDER. �� CONDITION 2 IS A REACTION BETWEEN 7,000 AND 10,000 LBS WITH A 3-PLY GIRDER. i 2-0 CONDITION 3 ISA REACTION GREATER THAN 10,000 LBS. Advil■I j■ fi ,_„� ' # SYMB❑L INDICATES CONCENTRATED POINT LEAD GREATER THAN 7000 LBS, ����!��'�- - - - SEE TRUSS DRAWING FOR REACTI❑N, -...■M' E 2-0-8 J► D CERT IED ------ L►EQpk1F1,1$�,1j,.I ll fj L''�„�CIHi[lieni *j R = VERS = D E SALES REP : G J W O# : T 8 1 O 3 5 11`14�R1�1}SIT DUE DATE : 1/4/2018 SCALE : 1 "=5 ' 6” f+ 13 Ci UM5A7Ff YOUNGH IELD HOMES DSGNR/CHKR: DW / ABC Date : 1/4 /2018 12 : 17 401grel 704 2 3 2 0 OL I VER El = LL TC Live 35 . 00 psf Dur Fac-Lbr 1 . 15 R 1[715 4.4)(? TC Dead 10 _ 00 psf DurFac-Plt : 1 _ 15 FAIL T17+?p4F73 ORONO MN BC Live 0 . 00 psf O . C _ Spacing : 2 "SLIMS THE STANDARDS FIN BC Dead 10 . 00 psf Design Spec : TPS TRUSS %hurr"ANDWAKE' Total 55 . 00 psf #Tr/#Cfg : 72 / 37 SECOND FLOOR PLAN NOTES: 1. 20"4X2 FLOOR TRUSSES 2. 1/2"SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON END OF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. • 5.ALL DIMENSIONS ARE IN FEET-INCHES-16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS MADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIOR TO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOES NOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY.THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. El •HHUS48 � `4 MEMBER FASTENERS_ MEEMMO : I 22-16d 10.16Y K 3.50') CAMEO telearRcASTOOR& --- ,,�. . &16d1016YK3.5O1 , M.611 us,0011?eWN6 L. r:1; *---:::::::::4 COBE Witt 3• w ::I-1Z R�1 I6656 <<-19.2"O.C.SPACING r ' 4 Ft474 LEFT END OF TRUSS LEFT END OF TRUSS " --,RR,3750 x n x x n 5 F N N (� r 74 �fir 9 opi ,7c4tMW4MM LLU�"70N H- it I (6)2C 11 .I (' 11)2B I 1 11 — < i ,I > III I I I > 14 1 cr STRONGBACK BRACING DETAIL •� • ' f dIIF'tCHASE—» - I 1' 14--TbUCTCHASE-- ;S������♦� `i,w II! I I ; IFU H BEAM li LLl ` .. � 1 ` /_ IpIdyohesAlig"/' � ; `' -� Il ¢e`` /er tI � I f'`� � ~ II II i I- ' \ W II t.- i1I I, t-- F- '- Ili 7 - 1' I.I 2X6 STRONGBACK BRACING REQUIRED EVERY ]OFT DC. r I II I!' STRCINGBACKS TO BE SECURED TO VERTICAL WITH 13) 16D NAILS ,• It. STRONGBACK LUMBER MUST BE 14' IN LENGTH AND LAPPED 2' AT ENDS 2D II II \ INSTALL STRONGHAC KS PRIOR TO SHEATHING / ■ _■-_■-_6 _■- -■ _-�- -■ __t_,_■_ ■_ �_ .--■_ ■--■_-I.�---_-__- SEE JOB PACKET FOR ADDITIONAL DETAILS / _ _ - ._-_- - - _ - _ _ -=,II _ ROOF GIRDER ***GREEN WALLS DROPPED 8-1/8" FROM 't't* MAIN FLOOR PLATE HEIGHT AL E -D ...„-----J-- -- SALES REP : Ga W O# : TB 1 0 3 5 F r -- AUTONAMOULDING{.OMME TS RIVERS = D E )') � DUE DATE : 1/4/2018 SCALE : 1"=6 ' 6" 111F::111 14::ii C gall WM Y-0 tJINT I E I ID HOMES DSGNR/CHKR: DW / ABC Date : 1/4/2018 9 : 56 PIVIII 4 U 2 3 2 0 OL I VER H I I,1_, TC Live 40 . 00 psf Dur Fac-Lbr 1 . 00 FiliC7153314067 TC Dead 10 . 00 psf DurFac-P1t 1 . 00 !tilt TIS ORONO MN t�tTlIE$'fWIDANDS FC� BC Live 0 . 00 psf O_ C . Spacing : 1- 7- 3u11��4t6l�`7pMlCEK BC Dead 5 . 00 psf Design Spec : TPI TRuTotal 55 . 00 psf #Tr/#Cfg : 0 / 0 ...- ADDRESS: 2320 OLIVER HILL CERTIFICATE OF SURVEY FOR NOTE: ALL BUILDING ��� ENDA COVE 107.03 COUNTR E o HOMES DIMENSIONS ARE SHOWN TO N8921 '0014/ OUTSIDE OF FOUNDATION — — — — — • — . - WALL toliglk "P 6' /— • °ti° o ORA/NAGE& unLnr EASEMENT o JAN 3 0 2018 14 SETBACK INFORMATION: / 10 CITY OF ORONO FRONT = 25' - / s/ I BENCH-MARK SIDE = 10' L — — RIM OF SANITARY MANHOLE REAR = 35' 40' NW OF THE NW CORNER --------- `' __� OF LOT 2, BLOCK 2, ELEV. = 0 . 129.71 1 ry6 S116-73F00- _� 1005.49 LOT AREA = 32,415 SF - l UAUTY EASEMENT o i 10 HOUSE AREA = 2,125 SF I I I \111/ DRIVEWAY AREA = 1,080 SF 99 I O SIDEWALK AREA = 39 SF IP. I 1 „- DECK AREA = 256 SF I I 10 • O PORCH AREA = 165 SF �Q� / ; '' O �,� 09, s¢ _ 10 1 N p 1" = 30' TOTAL AREA OF HARD COVER = 3,665 SF D(O• ,'S`� 7!.26,-� I O 11.3% 643° s9. 03 I v1� (;) .J! f� 9`7 DOGE LTJ �� _______N80:,,,,810, E4SEME-AT \ 1 `01 F- s/ —�� _ \ �,' <C 0 DENOTES SET IRON PIPE MONUMENT 'v L'71 „\\, 1 1 (') 0 DENOTES FOUND IRON PIPE MONUMENT � IA �. \ti„ ,��`sp'%�'\ I I LIJ C{ DENOTES PROPOSED DRAINAGE DIRECTION . . PROPOSED DOUBLE 6`• cc E b ,A SILT FENCE LOT 4 \' F. \ i Ig. DENOTES SERVICE LOCATION Q 0 \ BLOCK 1 X I \ I I 1�� ,� �. \ I 1 w LTJ El DENOTES WOOD HUB �OQ0�0 •1 ® •'N.(:.:� P 'E?Z 0 SE?E•ACK TREE& \ LTJ y�� ROX ss'w + I 10 x ^ ' 000.0 DENOTES EXISTING ELEVATION Q /Tit, f o , BRUSH LINE (T3 �� ,�\ 1' (000.0) DENOTES PROPOSED ELEVATION s$ ,L, ��•r�� r o �"� 5309 I I hE=000.0 DENOTES HUB ELEVATION A.Lha FD• 0Rp,��,G ' .•P ,r / ��h i* F'`‘'‘' `n I DENOTES EXISTING CONTOUR `�'t�1 i9 �` �0 oCIF . PROPOSED �2 °g ',,_- I I -s_ -c, �c,f°v� HOUSE (•c� rty of Orono --(ago) DENOTES PROPOSED CONTOUR G� � < -s•• z0 9� FB/WO / /u Planning&Zoning Plan Review +( a. / iiitz I 1 �' A'_ 4 9� 0 o+\eV. ...lig UNE/ / r� Site Plan Review Date: 2: DENOTES BITUMINOUS SURFACE •,982 0 \ - PROVED 1 I DENOTES CONCRETE SURFACE nay a s .98.4 - N� moo$ c};�' ,6 5• ❑APPROVED WITH REVISIONS(see motes) Z, - 59Mr"' I i - 5 3 �fu ..0 ) v n I _ 5, _ / ,� ` ❑DEN ED pROPOS� C 0 \�, ....1.$.,31 o:`�0 ;2 �Ia / f�1 ,��� ,eT Staff co CONST• G w,�',r �.441' / dL ,2A'17 I "W Or ORO ® 0 `�� \1/4644:-, �,+ r JLO p�IA EMENT 569 56�,Zp'42 0 PP� rr . �:'�_' • �IUn PROPOSED GARAPROPOSED TOP �E OOR ELEV =1002.5 002.2 .LT% lellAVP.% \PROPOSED CITY OF ORONO I PROPOSED BASEMENT FLOOR ELEV. = 994.5 O. yi `` `°w yy%"L ( RETAIN/NG � 00. y} j0°1.a WALL SITE PLAN GRADING PLAN O •=8.5, eW,jOo°•0 �I 0 APPROVED PROPERTY DESCRIPTION N‹ O.& S �0�o� ❑APPROVED WITH REVISIONS LOT 4,BLOCK I,OLIVER HILL,CITY OF ORONO, C' / �� ❑ DISAPPROVED ,- HENNEPINCOUNTY,MINNESOTA. Bohlen Ni / Q 1BY `-' I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR LATE I�' UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Surveying & Associates LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432 Foliage Avenue Cliff Road E. Northfield,MN 55057 Burnsville,MN 55337 DATE: 1-2-18 Phone:(507)645-7768 Phone:(952)895-9212 REVISED: 1-25-18 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259MINNESOTA LICENSE NO.46167 S:\Projects\Orono\Oliver-hill\dwg\lot4blkl-cert-1-25-18.dwg 1/25/201:3 3:42:29 PM CST Z2D 4lIYt1 1-ill 2-011r- 00041 / N t..vil t- aut.. VDATE TIMEcej,.../. ITY OF ORONO CALLED IN INSPECTION) OTICE �y 7 SCHEDULED 49- 0---/7 /O CID PERMIT NO.o[O n cf OMPLETED ADDRESS 3 (/l/ ie, - Ali OWNER TELEPHONE70...104 i2-9�0�°�5C)CONTRACTOR D / Q. ' i'1. / 32 DESCRIPTION /'-0 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 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 ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL 2• OWNERICONTRACTOR TO MEET YOU: YES NO Si `;COMMENTS:_ 1 S S/J.-�cyars cc km cc Gia o — arm. - D�' IL I - `� -�' ,,--✓ , _� Q , ot ne_-le- pe,4.-••"- W cc W ❑WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE kWPeCCIaBECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 ❑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: 91-14,,D White Copy!nspector's File Canary Copy/Site Notice DATE TIME �J CITY OF ORONO CALLED IN INSPECTION WISE SCHEDULED 2 a2-1 Y f'r) PERMIT NO.V-01 S-00 01 7 COMPLETED ' ADDRESS c�oo20 O/U e r - OWNER YOIA-4V TELEPHONE NO,,��i��,5�-G��> 7`CONTRACTOR � Kob'TI • DESCRIPTION Poi, LAC)o! I W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP • ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL • ❑ DEMO-SITE 0 SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU: YES NO v) COMMENTS: aud 4+1 a•. Q.pY' Pa ft -+ �1's :y h a I.‘ s�cl ih p1�Ge o rr�S G..J.) red o n -�oo>♦:.+�s ok Tc, pd�' ¢ 07 9n /1CQ 'Feb st .& 0 W CC W W CC W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE Cc0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.I BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑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 3 DATE TIME CITY OF ORONO CALLED IN INSI C,TION _.006(1,7 SCHEDULED �//�`l/8 3 :3n PERMIT NO. ('J�' COMPLETED ADDRESS 3?d Olive r 4*, (( OWNER TELEPHONE NO. SI--?-66a2 y31 CONTRACTOR 3r7a,i) DESCRIPTION 'u/ da71l hth rem/LW/66)a ❑ FOOTING 0 DEMO-FINAL a..0-/SP7/ SEP IC FINAL A ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION • 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓• ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER CONTRACTOR TO MEET YOU:_YES_NO COMMENT& 1.4. a71-8/ Pro00F'" drk, ro`k-14 ! -�ahl'iG( 1) /.d o N^ G�7�/,irsh4if G rrvl al jr•-•ei/1d < Lid�4k )3.5Wifi}a" Plno<<.ss- et W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE 14 W \CORRECT WORK S PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS- 0 PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal tor the next Inspection 24 hours In advance. (952) 249-4600 OwnedContractor on site: 7.‘,9fr, A White CoP,Ampoelor's FIM Canary coppSRs Notice