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2018-00114 - new structure
CITY OF ORONO I 11111 I I 111 I' * 2018 - 001 14 * 2750 KELLEY PARKWAY DATE ISSUED: 02/12/2018 ORONO,MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 2330 OLIVER HILL PIN : 34-118-23-33-0073 LEGAL DESC : OLIVER HILL : LOT 3 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 508,000.00 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 3,671.92 YOUNGFIELD HOMES PLAN REVIEW 563.75 22260 DODD BLVD STATE SURCHARGE(VALUATION) 254.00 LAKEVILLE,MN 55044- S.A.C. 2,485.00 (952)469-4066 SEWER CONNECTION CHARGE-LONG LAKE 1,900.00 TOTAL 8,874.67 Payment(s) CHECK 27774 8,874.67 OWNER MANN,BRENNA&CHARLES 2835 GARLAND LANE N PLYMOUTH,MN 55447- 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. p 03—/2 '/Q Alfplicant Pe>mi a Signature Date Issued By Signature Date Builder Acknowledgement Form Permit #2018-00114 /2330 Oliver Hill Builder Representative Name: 5 c�A�"7 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 (1' will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to I inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. Your surveyor will locate the sanitary sewer main and submit a revised survey showing the 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 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\2330\builder acknowledgement form 2018-00114.docx .. CITY OF ORONO , 4 S7 F. 74. (7 BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS 'L.O,� } Mailing Address: Permit number: AO/g- //i/ 0 PO Box 66 Crystal Bay, MN 55323-0066 Date received: 3 -/- 1 Street Address:' Received by: ��4 'YS4. 2750 Kelley Parkway Plan review fee: '�y 5) 3• C•gk�SH��4C' Orono, MN 55356 0?0 / UU j f,L Main: 952-249-4600 Tptal Fee: Fax: 952-249-4616 www.ci.orono.mn.us C yd 4 pA,50D. OD _rt. This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 2.330 O l i Ve-r Hi/I 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: Name: YOvl�b�l640 i-fr t3 ©8A Co iri d C ( bwu 5 State License# '46.7(070 Expiration Date: 3-3/—iq Phone: (cell) (15;9. - 3E0 SIZO (office) G15?► -10q - 4"Ob& k /02- Mailing Address: 27 g_6,t, ' Oji) 13�..A)0. City: Vr (..-i:4251- P: �',S©cyr f Contact Person: — c� Applicant is: ontrac or +/ Homeowner (Circle One) Email and/or Fax: 55 b-er- . )[d;,o,ti}y jo—e h o/VeS ; Co lr► 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: Frt,'dzol $&t (e-- fa";i7 l,,e►•te.._ 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 NI Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage z Residence 0 Private Sewer ❑ Other:(specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require ❑ Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse XPrivate Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 0 Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq RECEIVED Estimated Construction Valuation (excluding land) 368, 0 5( FEB U i Z018 Last Updated: January 2016 CIN OF ORONO STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= I1 Number of bedrooms= 2. Occupancy: J _ `1__ b.Width(ft.)= 5.2_ Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= 3 c.Basement= i/LI y 3 Detached= 4. Type of Construction: : ;: : . //413 7 6 0 5. Code Edition: 4«S /-_ e/9C f. %Story = g.Total Area= 14,,g q REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable 0 Building Permit Escrow Agreement and Fees ❑ Plan Review Fee ❑ Completed Application Form ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements )aC 0 Survey—2 full size,to scale(meeting ALL survey requirements) 0 Hardcover Calculations ❑ Septic System Certification 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan(SWPPP) ❑ IFF Access Permit ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. A I ( Applicant's Signature: �►� Da (Ig pp ' 9 te. Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW 1 I'CHeE,�CK�4 LLIST FOR NEW STRUCTURES / ADDITIONS Address: 2-330 011V Vl LI Permit No.: 2.o L OOt 1 f Description of work: N M y -Vit Date Rec'd: 2-'1 ' 0( Septic review by: 5a4 ti 4:V" V 6 I )-'S/te 4" etecAptrevirkh4`i' /c Zoning review by: ,<< 1..t;i4_ Date Approved: 2-1 •i r Building review by: Date Approved: 2 Grading review by: el/y . 01/ k Q I Date Approved: Z' '! 0 Zoning District: I'1p(I D Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution 1 NA OD Zoning: Lot Area: (2 3,2-40 AC Width: Structural Coverage: 2341 SF 10.(75 % Survey Submitted: s D No Date of Survey: H 2.__ -)-1 5 Revised date(?): Landscape plan submitted? D Yes Landscaper: cuolacluti email) No/None proposed Proposed Setbacks: rJ( r'�UJ Front(L/14 Rear(Stde ( N S E 0) ( N S E W l) Other Buildings Wetland Side Si 21' q71 l5 ' to/ - 4(01 Building Height Analysis: Distance Between First Floor and defined Top of Roof"`(See"building height" (a) 2 definition): 1 First Floor Elevation (from building plans): (b) (C(4 3 Pei 0+1Pr6" Highest Existing ground level (per survey) or 10'above lowest ground level, (C) (CV.,0 - t p1n whichever is lower: Difference between (b) and (c)*: (d) 2... DEFINED HEIGHT t1 .'••- • '•• -•'. -- - - -• - .ei•hti - (e) ,If highest existing adjacent grade is below FFE-Height is(a) +fd) Shoreland District MCWD Permit \\ • Average Lakeshore Setback Bluff Met? 0 Yes o Permit Number: ('j _- o 0 Yes 0 No ,N/A 0 Yes �No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one)_ (% and sf) (% and sf) 13400 0 Yes32.Or ,Sf- o 0 Yes o 1 2 3 4 5 Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit •t/" Plan Review 1/ State Surcharge 1r __ Investigation Fee SAC-Number of SACUn'ts 1--(/Ai(- Other(specify) i s 7-4/IAii, L.- A„ ✓ Square Footage $ per Square Footage _ Basement !ZZ4 X 1©3, Q� _ $ / 7 05, Z.,1--, u-/ AntiAG Z. '7 X 8 7.4. 2_ = $ 1 t7(9. l44- . 10-¢2nd Floor 1114 q 17eb x to ; v t Z = $ 332Ot5�r( Garage 74& Xp 5' , ,./ - $ 211 c0 l. 1 a Estimated Construction Value: $ JV©J NO �- Orono Inspections Required Work Requiring Separate Permits %Footing 0 Site Plumbing ❑ Grading/Filling X Poured Wall ilt Fence/Erosion Control Mechanical 0 Fire Foundation Survey )17-Hardcover Removal eIgr Fireplace 0 Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile /131, Mfg. 0 Lawn Irrigation 0 Foundation Waterproofing 0 Other(specify) 0 Landscaping 2.0. Framing 0 Septic Insulation A,As-Built Survey Final Lathe Required State Permits ❑ Other(specify) Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ):ISee 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 Christine Mattson From: Brenna and Charlie Mann <brennacharliemann@gmail.com> Sent: Thursday, February 08, 2018 8:41 PM To: Christine Mattson; brennaemann@yahoo.com; Steve Sauber;Julie Nees McCabe Subject: 2330 Oliver Hill Building Permit Landscape Plan Statement Hello Christine, Thank you for processing our building permit. Per your request please consider this email our written response to your landscaping question. Brenna 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. Thank you, Charlie and Brenna Mann 2330 Oliver Hill 1 Christine Mattson From: Adam Edwards Sent: Wednesday, February 07, 2018 4:28 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2330 Oliver Hill/#2018-00114 Chris, I've reviewed the subject Grading Plan and Stamped it approved. 1. 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. 2. A separate utility permit will be required for the sewer connection. Adam From:Christine Mattson Sent: Friday, February 02,2018 2:42 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2330 Oliver Hill/#2018-00114 Adam, We received a new building permit application for a single family home at 2330 Oliver Hill. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) 'i' 952.249.4620 I A 952.249.4616 cmattson@ci.orono.mn.us Ii www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19,2018 1 Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application M Plan Review Fee Paid MISigned Escrow Agreement & Escrow Payment IIBuilding Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & ( � meeting all requirements x2 IMHardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a IIIcopy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regardin 's project. Signed by: `€ ,�aiv( Address: 2330 of l vim' Hilt Permit #: o3o[ IP-oa/ 'y 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. 51-6t/le— Set kJ,CAP- First Middle Last -2-7-2-60 Dodd errd Address L�aice-✓i 11 "AN 55014 (152.,- 37o -81 zo City State Zip Phone I understand my rights as stated above. 113111 ) Signature Packet Last Updated: August 2015 Page 7 4 5Yi .- f h ilw n • ('''il:-,0Ato a• ",-'a�,t a _>� , .3 a ��k£SH04`f w e .4 . 3l .. ` ? a 4. Legend ' 1 a 11.0' % +- " Sanitary Manhole • �' '+i` f ;; k tt "° ,:., Sanitary Manhole(MCES) '= LE I Sanitary Lift Station • 1 2330 _ .s 0 Sanitary Clean Out • Sanitary Termination Valve r Sanitary Isolation Valve Ifo 2320 . Sanitary Grinder Station M «.�'s 0 Sanitary Gate Valve N , .," • Sanitary Flushing Valve Sanitary Curbstop t ro • t �» Air Release Manhole Sanitary Pipe PA e � as " - Sanitary Pipe(MCES) » • �. N Sanitary Service Pipe L. " s c = Sanitary Forcemain *' .4,?.-'1••,„ a a • '. - ' " i` t 44.`+y — Sanitary Forcemain(MCES) k f t . qt, ` �. -5 ,, City Limits t 4t r dp. �°-r Parcels(11/1/2017) ♦ - s r r W. y _ 4 ixr . -/ * fb::, t iX . Map Name , h* . 0. ift 0 w ew.. Disclaimer. --------- ---------- — This drawing is neither a legally recorded map nor a BO LTO N survey and is not intended'tech: o be used as one.This drawing is a compilation of records,information,and data 0 35 Feet & M E N K located in various city,county,and state offices,and other sources affecting the area shown,and is to be used for reference purposes only.The City of Orono is not ©Bolton&Menk,Inc-Web GIS 2/7/2018 12:53 PM Real People.Real Solutions. n<ihl•tor antinarrurari.<h.r.inrnnr,m.d New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 1/16/18 Mailing Address of the Dwelling or Dwelling Unit 2330 Oliver Hill Name of Residential Contractor MN License Number Country Joe Homes BC627670 City Plan ID Orono Hollybrook THERMAL ENVELOPE RADON CONTROL SYSTEM o Type:Check All That Apply X Passive(No Fan) tiE 0 �q F� T Active(With fan and monometer or 4°s!,t.` 3 ,i,, •.. '`, j m u o y other system monitoring device) b a Fa 4o Qrzij Location(or future Location)of Fan: ro c 2 T > o zo 2 2 o o, t x o Insulation Location cC `" `d v O ua -- a a g I— S z w w u°, ci rx r� 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 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: Windows 8 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 I 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 CALC 58723 22499 29039 Cfm's I "round auct UK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air Select a Type source heat pump with gas back-up fumace X Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfin's Capacity continuous ventilation rate in cfms: • 95 ''round duct OR Total ventilation(intermittent+continuous)rate in cfms: 190 "metal duct RECEIVED FEB U 1 ?018 CIN OF ORONO 2330 Oliver Hill Orono HVAC Load Calculations for Country Joe Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Road Plymouth, Mn 55447 763-473-2273 Tuesday,January 16,2018 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. ch 3 ! w `r# • ma$ J ,N , a4 '� i " �� t,; + ( .is40 u � @ n a � 5s ....,,,,:4.47 .4,0.!... ki zq i..'. ¢ _ ''—.Y i �\ ? .* ira " z : :,itm . t ±' o "5. ,i is ' wA't Project Report Project Title: 2330 Oliver Hill Orono Designed By: Josh Gray Project Date: Tuesday, January 16, 2018 Client Name: Country Joe Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Road Company City: Plymouth, Mn 55447 Company Phone: 763-473-2273 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray@sabreheating.com Z Reference City: Minneapolis, Minnesota Building Orientation: Front door faces South 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: 1,001 CFM Per Square ft.: 0.215 Square ft. of Room Area: 4,646 Square ft. Per Ton: 1,920 Volume(ft3)of Cond. Space: 37,168 Total Heating Required Including Ventilation Air: 58,723 Btuh 58.723 MBH Total Sensible Gain: 22,499 Btuh 77 % Total Latent Gain: 6,541 Btuh 23 % Total Cooling Required Including Ventilation Air: 29,039 Btuh 2.42 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:\Sales and Estimating\Heat Calcs\Country Joe Homes\2330 Oliver Hill Orono.rh9 Tuesday, January 16, 2018, 2:21 PM • F�h1'' slt l 6i fi3A 41:-.�gnt c-T"-- ' 'i liVAt p tls "L',.'"'''''--214"?'" E! i t , x tt .. ab4e' J4,-06 ittg ° . yt ro a • r 4 4 £7 Ilr ':-'''.0", n - '0 t 'dt ,' rh'J .7`{ . . 7 C _ , i:: -µ4 . .3.1 .-�.,l..f'.. `' '� , , r'u�$ t 1 kt 'ray"". fil Load Preview Report Net ' Sen Lat Net Sen Sys Sys Sys RDuct Scope Ton /Ton Area Gain Gain Gain Loss C M1 CFM CFM Size Building 2.42 1,920 4,646 22,499 6,541 29,039 58,723 684 1,001 1,001 System 1 2.42 1,920 4,646 22,499 6,541 29,039 58,723 684 1,001 1,001 12x15 Ventilation 1,054 4,409 5,463 7,057 Supply Duct Latent 160 160 Return Duct 80 71 151 533 Humidification 6,359 Zone 1 4,646 21,365 1,901 23,266 44,774 684 1,001 1,001 12x15 1-Lower Level 1,443 2,364 0 2,364 13,162 201 111 111 2-4 2-Main Level 1,443 11,110 1,901 13,011 15,485 237 520 520 5-6 3-Upper Level 1,760 7,891 0 7,891 16,127 247 370 370 4-6 M:\Sales and Estimating\Heat Calcs\Country Joe Homes\2330 Oliver Hill Orono.rh9 Tuesday, January 16, 2018, 2:21 PM hvac '; s 4 4°d '(4 T� :14,7 HVA ads A �„ S } v X"`AM ,1 +-.. f a r u't z , t.).-161,,;_.,,,,,,.,7,-:,,-. � +F Sl - ,1"y`.. ib .1,:;.,,r :4- ','N‘,. •.• 'a ; a "N 5t„ 5. t1. ,'z 3L"°r ` Y :)A ' rg g y' z �. ,,a°��,ra. v FL �t�erx ..�v,,.��' �-��.�.u,..•, .3�. _., .�rti t��i',.,: � . . ' �:r 3 t�,r fir."4 c..�• ,fl. x Total Building Summary Loads LOW EE: Glazing-Builder Grade Low E Windows& 432.8 12,046 0 6,116 6,116 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-10 992 3,624 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, 2569.5 14,755 0 2,255 2,255 siding finish,wood studs RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 504 2,192 0 388 388 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 1760 3,522 0 1,943 1,943 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, 1443 3,390 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, 318 968 0 89 89 R-30 blanket insulation, any cover Subtotals for structure: 42,469 0 11,335 11,335 People: 5 1,000 1,150 2,150 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 2,837 231 581 812 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) 17.34 gal/d _ 6 359 0 _._ 0 0__ Total Building Load Totals: 58,723 6,541 22,499 29,039 f v {. 4; .kAV .,.r,a7, Gywjs.,:wsx„ .z ... `` 7` A, w " > , .. . ° !t. ,.. .. ".rt'b,Yz. Total Building Supply CFM: 1,001 CFM Per Square ft.: 0.215 Square ft. of Room Area: 4,646 Square ft. Per Ton: 1,920 Volume (ft3)of Cond. Space: 37,168 •:,,.., ,ti � tg {2.4.1:1%;.1A -..:.;%,:17,,,-a : ;:: i° ,:.:7" ti ., h , '....';',.'„%.'2c v :`" 4 t" wr, r.,.,. . 4 ti�a ',i Total Heating Required Including Ventilation Air: 58,723 Btuh 58.723 MBH Total Sensible Gain: 22,499 Btuh 77 % Total Latent Gain: 6,541 Btuh 23 % Total Cooling Required Including Ventilation Air: 29,039 Btuh 2.42 Tons(Based On Sensible+ Latent) A; 9 y y,y 4 k .g,r s. 4' Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\Country Joe Homes\2330 Oliver Hill Orono.rh9 Tuesday, January 16, 2018, 2:21 PM Site address 2330 Oliver Hill Orono Date 11-16-2018 Contractor Completed Sabre Heating And A/C By Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4646 Total required ventilation 190 Basement—finished or unfinished) 5 Continuous ventilation 95 Number of bedrooms Directions-Determine the total and continuous ventilation rate 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 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 19-679E) 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 tabbe 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) Irz Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery ❑ Exhaust only fl Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilatio ratios by more than 00%. Low cfm: n w High cfm: n, Continuous fan rating in cfm(capacity must not exceed GY G 1 continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts.Low cfm airflow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation 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 largerfan 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 c ontrol 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 cakulations) 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 4646 unfinished basements) Estimated House Infiltration(cfm):[la x lb] 697 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV = 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) 5 b)estimated house infiltration(from 697 above) Makeup Air Quantity(cfm); [3a-3b] 322 (if value is negative,no makeup air is needed) V{L L 4.For makeup Air Opening Sizing,refer NOT REQ. to Table 501.4.2 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 i Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) (Size and type I 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. DFurnace/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: " ft3 LxWxH nLIIWEIH 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)is less than TRV then go to STEP S. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 0 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 0 + 0 = O TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 0 / 0 = Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.00 = 1 .00 Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: 0 Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr d 1 vi ed by 3000 Btu/hr per inz CAOA= 0 /3000 Btu/hr per inz= 0.00 inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 0.00 x 1 .00 = 0.00 inz Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultiplied 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. Christine Mattson From: Steve Sauber <ssauber@countryjoehomes.com> Sent: Thursday, February 01, 2018 9:18 AM °RON° �o■ 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 • COUNTRYJOE HOMES ssauber@countryjoehomes.com CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any distribution or disclosure by or to others is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e- mail and delete the message and any file attachments from your computer On 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 A complete Javelin"framing plan requires the Fremerl Pocket Guide Header Spans: See the Framer's Pocket Guide for Product Trademark InformationZ Up to 4'-11"=1 Trimmer z o 5-0"and Bigger=2 Trimmers 2 io o **"Unless Noted Otherwise*"* °cc w-I MCCIWUJUJ2 wzfi g,zstOJmV ° LLI w�w22°O m>—01/1". aa"zw0i aro°aFw3 ODM m W a m N N K m- 0 as Framing Connector Summary .m°°P m PlotID Oty Manuf Product Face Nails Top Nails Member Nails Web Stiff Joist Layout Here. =z 0 g z H1 1 Simpson IUS1.81/11.88 10-10d x 1-1/2 - 2-10d x 1-112 No 2 Trimmers 16"O/C Y a 4 re c�J ix H2 4 Simpson IUS2.06/11.88 10-10d x 1-1/2 - - No w w O F 4 a. 2-9.5 LSL-6' 2-9.5"LSL-8' Rim 3-9.5"LSL12' u w z o z Products I j i. �— .. 2z>reQU PIotlO Length Product Plies Net Qty 1 i; 11 i o m w mm co u F30' 30'0" 11 7/8"TJI0210 1 13 1 , !I I - z>j F z a F28' 28'0" 11 7/8"TJI®210 1 11 I - �I l - w Q Ir- °y. 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Jo..Stock only oastLack a ewe aackeaNwv construct.can men w seriouso.n ai ii WAIMINS NOTES: `m EJ, o E R.Omer.meto•anpvae lms: o Z 6 2 g z Urun:volQ U a ...dnwar '.s.....te "Nw1n"e.....,a.m..w°.manima . ..... .. a.a•:..e.wemm TN. ...am.a.e............. Sheet: heet: .d..d mc. A......Lev Me.Mon..nornarno.S.F.,Timber...Tee.Tre.Tres Joise are . a. of 3 IP p§}q HIII1IIIILt 11 % )d ƒ§\ a 11 I* / !I ' |, § )� El,x'; ! sL .|, R « d!!z y;, R | BƒQ, i . ,l2 | `| ;{ ` ' !| |Q /.! |-|!�,! - , / I ' | ! | & . p/ 1 §gt 0; � P_P_ 11 ' 1§ IT f i.J.� § \ : , \ q1 ~\ 2 | ! | ft* 2-2x10-3' wo 2-2x10-4' _ G. I | IVG. 'ini M-. f| �� co a in t: } \ I \a — i } a� NJ Os \I , ,Ii 2-2x10-4' • !9 \23 T o.1 \J\ —Coi g , ' 7\- \}] \] m Customer. Youngfield Homes Drawn By: Jeff D. wmnLumberCom r SALES��T�DRAWING. Job �_&___. FRAMER|TE __o: 1/25/2018 m_�u�a___AL_a_�.�__am,om_� �� ___ moa.« ,sow«�Ba �__�COMPANY RESPONSIBLE Revised� _�_NT ASSUMED VERTICAL LOADS.m�R.RESPONSIBLE FOR�I m Rego o OVERALL _oma STRUCTURE_.m_a�RECOMMENDED CA% State: ©~® MN 1111LMNUMBER Chanhassen, MN Revision Date: THAT ALL DRAWINGS_�=_a.�REVIEWED Plan/Model _. ENGINEER OF RECORD FOR THIS PARTICULAR PROJEC Job Number 22581 @7a Ag _+ SCOPE DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEMFORA Fn.";FFAMILY RESIDENCE.CONSTRUCTION IS TO BE -- Inc.IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE,AND THE CODE. Youngfield Homes, c NOTES 22260 Dodd Boulevard 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION. 2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O.,WHICH MEETS OR - � n Lakeville,MN 55044 EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-SFB 8 CS-SFS. i `- -- r A.246 STUDS SPACED @ 16'O.C. �4-� r "" '- (4'� -- (<'Fli; BRACED Z w B.MIN.WALL SHEATHING:Xe'STRUCTURAL FBERBOARD SHEATHING er/ly"GALVANIZED ROOF NAILS OR 84 NAILS OR 1}4"16 li -ro I- -"f �NALL LINE U i O T SUPPORTS. � a GAUGE STAPLES @ 3" AT PANEL EDGES AND 6"O.C.AT INTERMEDIATE OL Po S. " "' 3 m 3 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. r x.0 ""y "n.^ '•4+ --'^' r + A 244 OR 246 STUDS SPACED @ 16"O-C. N. »' O \ ^I s• y ,4 ± BRACED w'+ 4�FTF" 14' „a (¢�Y Revision Data DBNCIIpUOR B.WALL SHEATHING:J4'MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5tl COOLER NAILS @ 8"O.C.MAX.OR TYPE SAY 'I 1 r - S l 4 "WALL UNE YI?,7-94,,,a,„•,......±..„,_,,,-C4 ' ` '"T�' ' .r„_'•YX q I w WALLBOARD SCREWS @ 16'O.C.MAX(y("MINIMUM STUD PENETRATION) z �..... {. �, iE• `x<t 4-ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. '" dI '- - - AFLOOR FRAMING SPACED AT A MAXIMUM OF 24'O.C. ' 1� .-F • 1 ,` B.FLOOR SHEATHING:�'STRUCTURAL PANEL SHEATHING w/ed NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT I 'x x•' ^^' ` "'r --- " INTERMEDIATE SUPPORTS. t _• T r` „u rc7 r-r 4 M,:. �.I, 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA ,�j 1 > A.ROOF FRAMING SPACED AT A MAXIMUM OF24"0C MF -+fir .� 5 g.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CUPS OR EQUIVALENT AND(3)8tl TOENAILS. • _ • £ "_ _ K -f } - C.ROOF SHEATHING:/4'STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6"O.0 AT PANEL EDGES AND 12'O.C-AT (}1 {` �� tM'' .",, l •"'a^- i r`• N^ G� k i INTERMEDIATE SUPPORTS OR 1y'18 GAUGE STAPLES @ 3"/6"SPACING. •`,. ::I: p 8.ALONG LENGTH OF WALLS.LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)16d NAILS IN LAP ZONE. "7 ",M' 4'. 'l ! r '_ _-' 3'. AT CORNERS AND INTERSECTIONS,LAP PLATES AND PROVIDE(21 I Dd FACE NAILS. 4 + '�' --••" '1,... Y r ,* ( r''I r 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). _I B.ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECTION FASTENED BRACED r WALL LINE TOGETHER w/ad x 3'LONG NAILS @ K NGON-CENTERSTUD 'CALIFORNIA CORNERS'OR TRADITIONAL CORNERS ARE ACCEPTABLE I (SFT) ...+ PROVIDED FULL HEIGHT SAWN BLOCKING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDS FASTENED TOGETHER IN A �` --`1 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR SIMILAR PORCHESH ® REFERENCE PLAN 1 , - - u- _ 9.FRONT ARETHE PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN x ,.a ,ry LOCATION REFERENCE ONLY.PLAN NOTES AND WINDFORCE SYSTEM OF THE HOME PARTIAL LOWER LEVEL HOUSE PLAN - I " k ''' ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SHOWN FOR LOCATION REFERENCE ONLY I __ : ` I SUPPORT THE HANSON GROUPS DESIGN. MALL US LOADS "! -(R-FT) (4FT� 'Nlr s WALL STUDS(IV LESS): SPF STUDO.2GRADE OR BETTER ROOF SNOW LOAD: 35 PSF 4.4 ry t- . 'O f x.c',.- -_ - BRACED WALL STUDS(OVER 10): SPF NO.2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF ??{{ "" ...e -!T I"/ALL LINE DIMENSIONAL LUMBER: SPF N0.2 GRADE OR BETTER FLOOR LIVE LOAD: 40 PSF w Fy;4 I "" "' '• (`+FT) TREATED LUMBER: SYP NO.2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PSF '1 �i* r a I I LSL: 1�'WIDTH-1.55E OR BETTER U :..5'Y" - I LVL: 1X'WIDTH-1.9E OR BETTER -v' •+ F [ i p WIND LOAD: 90 MPH EXP.B 20�15�MINNESOTA RESIDENTIAL CODE j y ,;„.,,,,- I' a (MIN.LENGTH) v I w y.�y BRACED ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR FLAT 246 @ 24'O.C. FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING 3-, _ 4- WALL LINE REQUIREMENTS AS SHOWN BELOW. (MIN.13)PER BRACED � WALL PANEL) .S - FI 0 s (MIN.LENGTH) ROOF .. " - ` U. - 'T'- ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH TRUSSES 1 - FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4' ez ,.iri. - ;b - - ' O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN (- BELOW. {�/T _ I I-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE (4)0.131'0 SIMPSON • CONSTRUCT) + + CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. x 3'NAILS A35 PORTAL FRAME AS BRACED FRAMING SHOWN IN 4/SI WALL PANEL ...gr ANGLE ROOF TRUSSES EACH END REPRESENTS BRACED WALL FIGURE FASTENED TO PLATES R602.10.82(3) ..........„.....„,„„/' w/(3)ad TOENAILS& ROOF TRUSS (ROOF TRUSSES) SIMPSON HTTS I SIMPSON I-12.5 CLIP FRAME 244 BOX •-' _ FASTENED TO PROVIDE 12'WIDTH WEB I HOLDOW N ANCHOR AT 244 BLOCKING PLATES w/8tl STIFFENER FOO ATTACHMENT /, LOCATIONS SHOWN w/ AROUND SPACE TOENAILS �, BETWEEN / @ OF FRAMING ANGLE w D ® REFERENCE PLAN � NOx12'LONG BETWEEN TRUSS w/ TRUSSES NAILED e'O.C. oZ w SAME SHEATHING FLOOR V! U I SIMPSON 71TEN HD TO TOP PLATES w/ MAIN LEVEL HOUSE PLAN SHOWN SCREW-IN ANCHOR AND FASTENING AS JOISTS WALL BELOW l31 ad NAILS EACH NAIL BOTTOM 1�r 1. -F-" Y -- -, -. •-.. `� FOR LOCATION REFERENCE ONLY (OR REPLACE w/ PLATE TO RIM/ I ADEQUATE DEPTH NAIL BOTTOM JOIST/BLOCKING 4.4 - -- -- 24 MEMBER) PLATE TO RIM/ � w/(3)16d NAILS (4)4131'0 SIMPSON BRACF•N �''(4-FT) - (4-FT) 14 N ONCRETE JOIST/BLOCKING �I EVERY 16" x 3'NAILS C.:. ,e35 (WALL UNE I% 1, "'F"`' ,,,, -_ III 4��FOUND "''a' w/(3)16d NAILS "'"016"6 FRAMING '" C"'7'7, t 7i.' Vit'l1 <"y _. BELOW SCREWS @ 16'O.C. I-_ EVERY t6' IF_ WALL PANEL ANGLE 4- 777x7 3 ;;;•, ,,� INSTALLED IN EACH END _ c NAIL EACH JOIST NAIL RIM TOP T p�- 4 ADDITION TO NAILS FLAT 2x6@24'O.C. ri TO TOP PLATES w/ PLATES w/8tl (MAINNPPER (MIN.13)PER BRACED ± & ..� LEVEL ROOF (3)8tl TOENAILS TOENAILS @ WALL PANEL) 1-"'-`1 6.0.C. TRUSS WALLSNLY NAIL BOTTOM FLAT 246 @ 24.O.C. 1 ' '. ' h LARGE HATCH AREA INDICATES ® FRAMING DETAIL / PLATE TO (MIN.(3)PER BRACED 4 v " THICKED PLYWOOD WOOOD OR SIDE OF SHEATHINGSTUDNPOST-INSTALLED HOEDOWN OPTION NAIL BOTTOM I LADDER TRUSS WALL PANEL) yy f / "" PROVIDE 244/246 INFILL WALL ABOVE HEADER AS REQ'D 512 x 3155•WOOD PLATE TO RIBBON w/(3)16d NAILS 4 • w/STANDARD 6"/12"NAILING SCREWS @ 16"O.C. BRACE/TRUSS w/ W-N EVERY 16" BRACED SIMPSON ` v`aCONTINUOUS LSVLVL HEADER TO INSTALLED INA35 -- T 1 ' SUPPORT VERTICAL LOADS BY SUPPLIER PROVIDE FASTENING OF ABOVE FRAMING EQUAL (3)164 NAILS WALL PANEL d ADDITION TO NAILS "�Ir EVERY 16' FRAMING - y,'1 r (MIN.314'WIDTHS MIS 115'DEPTH REQ TO THAT DETAILED FOR BRACED WALL PANELS J (LEVEL ROOF TRI'S LADDER 4) NAILS ' ANGLE ,:"y9 LENGTH OF CONTINUOUS HEADER LEVEL ROOF 0 NAIL EACH TRUSS TRUSS TO TOP x 3'NAILS '. EACH END ';t_ x- -2. TRUSS BEARING TO TOP PLATES w/ PLATES w/8tl -;_ , . y WALLS ONLY) (3)80 TOENAILS NAILS @6"O.C. =•"+5-'F=• J '/� 1 _- --- - f- EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS ,. L �.. - r •.1 j I' /, I PROVIDE 12"WIDTH WEB NT e a t L 6 1 I I I Il ROVIDE TRUSS STIFFENER FOR ATTACHMENT j I I I 244 BLOCKING BETWEENOF FRAMING ANGLE „I. ¢ 4 �j 1 , DIRECTLY IN LINE P! TRUSSES NAILED TO TOP /BRACED WALL 4 - - 1 1 PLATES w/(3)8tl NAILS EACH PANEL FASTENED BRACED WALL CONNECTION - _ ,•_, s '+ I TO PLATES w/8d (FLOOR JOISTS) j, F i _ I hereby certify that this plan,specification Sr report TOENAILS @ 6"O.C. FLOOR • / / �J'w was prepared by me of under my direct supervision NAIL BOTTOM PLATE "` ro d Y / an that Sed Professional r TO BLOCKING w/(3) TRUSSES r ate. A d I am a duly LM.er1 Engine 166 NAILS EVERY 16' NAIL BOTTOM PLATE ...•11......._=:7-' .,. ! / .'IT under the laws of the State of MinnBaote. TO BLOCKING w/(3) '_� BRACFxD- m�--;.-vs�.4s4-�-„-�. -- � _ o � SIMPSON MSTCIO STRAP ON INSIDE FACE) ./ ' • WALL LME (4FT1 ‘„ (4-Fn W 1 I' Signed: /'.,/'4"K' PROVIDE FULL DEPTH 160 NAILS EVERY 16" (4)0.131'0 t�' � 1. {'" - : w ,j NAIL SHEATHING TO HEADER w/ed OF WALL(PROVIDE SPACER TO FLUSH . r BLOCKING BETWEEN x3'NAILS }I PO "' 1 NAILS @3'O.C.EA.WAY TVP. OUT HEADER TO WALL STUD THICKNESS) 1 1 JOISTS NAILED TO �� w 1 �I Pdnt Name: NK:k Hanson TOP PLATES w/13)(id PROVIDE JOIST BRACED KING TO NAILS EACH DIRECTLY IN LINE WALL PANEL SIMPSON O 1' (2)ROWSN6tl SINKER DNAILS�3'O.C. 1/�1 w/BRACED WALL LTP4 1 FASTEN TOP PLATE TO HEADER w/2 DER w/ @ NAIL EACH JOIST TO PANEL FASTENED FLAT 2x6@24'O.C. FRAMING �l1� �A () N Date: 1-26-18 License Number: 46665 TOP PLATE w/(3)841 TO PLATES w/8d (MIN.I3I PER BRACED PLATE ® REFERENCE PLAN z IVO, ; I ROWS 16tl SINKER NAILS@3'O.C. SMALL MATCH AREA INDICATES%4"OR Ili,/ , TOENAILS @ 6"O.C. WALL PANEL) EACH END '��I LOCATE PANEL JOINT WITHIN 2HT FROM THICKER PLYWOOD OR OSB SHEATHING 1 TOENAILS UPPER LEVEL HOUSE PLAN SHOWN i4114 1 APPLIED TO EXTERIOR SIDE OF STUDS FLAT 2x6 @ 24'O.C. SIMPSON CENTER OF WALL HEIGHT AS RC-0'0(2x SOLID FOR LOCATION REFERENCE ONLY I. BLOCKING REQUIRED AT SHEATHING JOINT) (NAR SHEATHING AROUND PERIMETER w/(2) 1 NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN,(3)PER BRACED LTP4 1, 1 ROWS ad NAILS @ 3'C.C.STAGGERED 8 TO TO BLOCKING w/(3) fe TO BLOCKING w/(3) WALL PANEL) FRAMING PLATES/BLOCKING @ 3"O.C. 16d NAILS EVERY 16' 16d NAILS EVERY 16" PLATE I g (2)244/246 BEARING STUDS MIN. )BRACED EACH END I (VERIFY w/SUPPLIER) SIMPSON STHD14 EMBEDDED HOLDOWN Fr; 3407 Klmer Lane N MUSSESPROVIDE FULL•� Suite 4 BLOCKING ETWEENH WALL PANEL i i i ( ) Plymouth,MN 55441 PROVIDE TRUSS I () () ANCHOR AT LOCATIONS SHOWN 1 2442x6 BEARING STUD 8 1 2442x6 REFER TO 5504 FOR ALTERNATIVE OPTIONS • TRUSSES NAILED TO () \ Tel 612-738-3572 DIRECTLY IN LINE 4 0.131.0 I. w/BRACED WALL x 3"NAILS FULL HEIGHT STUD EACH END OF HEADER w`l/ TOP PLATES w/(3)04 I NAILS EACH PANEL FASTENED �� --__ 121%'0 ANCHOR BOLTS(T MIN.EMBED)w/ - �l wrnx.h1. eneongroupnrn.00m TO PLATES w/ad ���.-� ��,- FOUNDATION WALL BELOW 2"x 2"x Xe PLATE WASHERS ��..=7. NAIL EACH TRUSS TO TOPTOENAILS @ 6"O.C. FLOOR II a PLATE w/(3)8d TOENALS TRUSSES 41s -i e - •A - • . - t • BRACED WALL CONNECTION S 4 I . • . _ • " ' . 1 . I Mann Residence INTERIOR BEARING WALL INTERIOR NON-BEARING WALL (FLOOR TRUSSES) 2I-4,4•4 • 16.7.4 " 2'-4)4.4 x r SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE a FRAMING DETAIL 2330 Oliver Hill ROOF TRUSSES ABOVE.TO JOISTS'TRUSSESBLOCKING ABOVE.AND TO ALTERNATIVE CONNECTIONS TO BE GARAGE 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 APPLIES SYMMETRICALLY ACROSS DETAIL THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE'MAIN WINDFORCE RESISTING SYSTEM-FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL Project Number. 5.115 J DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Date: January 26.2018 1 Sheets: 1 et 1 ©RIGHT HANSON GROUP.LLC 2018 ROOF PLAN NOTES: • • • ' • ' • • • " • 1.TRUSS IDENTIFICATION LABEL LOCATED ON _ _ BOTTOM SIDE OF BOTTOM CHORD r�l��i�l�l� 2.ALL DIMENSIONS ARE IN FEET-INCHES-I6THS - 3. END OF TRUSS WITH"X"TICK MARK ON THE LAYOUT Q CORRESPONDS WITH LEFT END ON TRUSS DRAWING. �(8$,c, 11 • 4. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE ,,,J,.. 4. I �I TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. I� 1 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDER I CONNECTION AND PERMANENT BRACING INFORMATIONIi- II 1 6. USE 16d X3.1/2"NAILS TO ATTACH HANGERS TO I MULTI-PLY GIRDERS OR HEADERS. USE 16d X 1-1/2"NAILS TO ATTACH HANGERS TO SINGLE-PLY GIRDERS OR HEADERS I I 7.TEMPORARY BRACING INFORMATION IS SHOWN ON THE SCSI-B1 SUMMARY SHEET LOCATED ON THE BACK SIDE OF 11"X17"LAYOUT OR ENCLOED IN THE JOB PACKAGE. I JQ 8.THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS I gI k., PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE I 0 , FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS i WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. SE HUS26111 , rt=_ I • ; 1� ml (3)Gi (4)G5 (8�G2 (2)G3 ( G4 I G MEMBER FASTENERS - c < > < > < Y 14-16d(Q.t6Y) F7 UMWir20 A igF4BER FAL4FR¢- 6-16d fa tan -'` - 0 fzc T {{ J .y;�.f t. - cam lt6TIN[i Fz0 of A i NE7-0+Y1 • .--: .7:*-4/ . r Pi-'37" 12 .1,A,,- M 7 RRRR,2 R r - =EARIN WALL +,:, ,;• FL-4T4 I z0 o m h,<...<).4, V7 LL 474e.r-f' ABC HIP DETAIL ��?� �s —�-0 .LArowa"`r,`A`2 TOP VIEW ` mks 13'4)-0"Pvd"�� V' ik. 4i w/�- _ "° o ~Ok0lik _ 41.1■11\- sW ,,..�2, _� �� z0 _ ��/') '1 ,z0 RDER TRUSS 4° UNDERNEATH WALL �, V3 -- -'- 'fz-0 1 IN FLOG SYS—EM SIDE VIEW � � NEITE.wP JACKS ARE HIGHER 2X4 GABLE V2 THAN THE SUB GIRDER LAI RR7 WCC TIE LAYDGVN LADLE F 2.}l� , ::::-:: __-__ _.......------='==== _-.r:.. ..1-11-C IS NAILED ON THE FACE /. THC�IP,IT VILL . ,iy - tl, DROP TCS GABLE Q trt _ I a4 <_ L, ISI ' F tFcPezp2 El --- .,.2.5'3° r wP u➢KI•I F20iil E2 PLACE L AYDOWN I, GABLE"EX"HEREI II 11 1! CONDITION 1 ISA REACTION BETWEEN f2-0 I - iii 7,000 AND 10,000 LBS WITH A 2-PLY GIRDER. E z (5)C C L 111 CONDITION 2 IS A REACTION BETWEEN V II r'l 7,000 AND 10,000 LBS WITH A 3-PLY GIRDER. I DI — —',4CONDITION 3 ISA REACTION GREATER THAN 10,000 LBS. --T.' 110.11111111. uI 2w A Ir ®SYMBOL INDICATES CONCENTRATED D •i. �____ lit POINT LOAD GREATER THAN 7000 LBS. ***GREEN GARAGE WALLS DROPPED*** I 1 .J► SEE TRUSS DRAWING FOR REACTI❑N, 8-1/8"FROM MAIN FLOOR HOUSE PLATE HEIGHT ***PORCH PLATE HEIGHT TO*** MATCH GARAGE PLATE HEIGHT 1i1 I „...._R_______----iiit AJ'iDMATED Wilma COMFOIIL�lgr! H O L,L,Y B R O O 1-c SALES REP: G J W O# : T 8 1 2 8 6 113IIER1311RtT DUE DATE : 1/26/2018 SCALE : 1"=6 ' 6" OfTts intri# YOL -NGF IL E I., ID HOMES DSGNR/CHKR: DW / ABC Date : 1/26/2018 10 : 28 n'QNE 2 3 3 0 OT, I VE R IH = I,i__. TC Live 35 . 00 psf Dur Fac-Lbr : 1 . 15 PIM r15 7 TC Dead 10 . 00 psf DurFac-Pit : 1 . 15 Pit 111,414 OROINT O MN " 1T4 THES'T#JDIA�W! BC Live 0 . 00 psf O. C. Spacing : 21J11'�L�3E� Dead 10 - 00 psf Design Spec :TRUSSBC #Tr/#Cfg : 59 / 26 Total 55 . 00 psf MAIN FLOOR PLAN NOTES: 1. 20"4X2 FLOOR TRUSSES 2. 112"SHEATHING DEDUCT 3. TRUSS IDENTIFICATIONLABEL LOCATED ONEND DESIGNER CONTACT INFORMATION: OF TRUSS. Derek Widiker 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON Phone 1-800-524-9990 Office Ext. 850246 LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. Direct- 1-715-895-9746 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS Fax 1-715-924-2585 derek widikertrussabc.com 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. STRONGBACK BRACING DETAIL 8. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIAL IS`� %1 ` /i' VI DOCUMENTATION. �"i� "%`'141lid a\ '1� 9. 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', :,1.74:74YeY/1/1/Ven/,111,,,e,,sWilaY/NeWeIllaYaWAYMA:a 11 i 11kWeVoYMMMAYINII,MMINAW: `,/ RI 1_, as 1i � 54 iiiiii �� .iij 4 iII4 if$ i aA! li 1a $ $ a A • iii 1ilir iiESE �� �; I ® �© , ay �r g �� i ilimigliCOUNTRY JOE HOMES I -� YOUNGFIELD HOMES HOLLYBROOK N 7 TYVO STORY � � 22260 DODD BLVD. s see�soot� !� i111111111 LAKEVILLE,MN 55044 (952)i �8n A u54 Phone LIC.#BC62767066 1 • 41. • ADDRESS: 2330 OLIVER HILL CERTIFICATE OF SURVEY FOR COUNTRY JOE HOMES A 1 G END! E CO'V'E t1/4/Ak4S N89°21' 00"W 214.25 - p DENOTES MAILBOX \ � • 0 DENOTES IRON PIPE MONUMENT SET \ DRAINAGE&UTILITY EASEMENT = / - • DENOTES FOUND IRON PIPE MONUMENT 0 �FsQ /� '� /____ -. DENOTES PROPOSED DRAINAGE DIRECTION ` n S88°27'02"W 88.45 -- - 80� F / - _\ /7 DENOTES SERVICE LOCATION -�' - -- 588°3000\ 180.29 ,'T --_____`_ // ID DENOTES WOOD HUB - / SAN MI-1 -UT ITY EASEMENT - ' �h / % $ o �I�1( OF ORONO 000.0 DENOTES EXISTING ELEVATION / j �_ (000.0) DENOTES PROPOSED ELEVATION - - - - SITF PLAN GPI—GRADING PLAN 5AN M :� Is I '`�.2 s4 s��° ,---- �Op- DENOTES EXISTING CONTOUR I RE=992.0 Jl LOT `�R9! \282j„ -{tPPROVED �� DENOTES PROPOSED CONTOUR ~` 8�� 7G N9CEF�s \48 / , 0 APPROVED WITH REVISIONS I ` I I AppR x 3 wETL BLOCK 1 \`\-,96,% ,t�F �y��T, ' / 0 DISAPPROVED } DENOTES DECIDUOUS TREE M -1 - ..� s \ \ BY \ f I (�� "°+•«,� PROPOSED \ LST , v, / Adam a\vMr� jw' F. "*�`— ILT FENCE \ �� o DENOTES EVERGREEN TREE ;CO 0 TREE IN ei,. (DOBLE ROW \ � li �� UTNE 7 •`f I. m wley ti - ♦ ALON,`1�UFFER) \ \2:\ ' r ¢ �� 994 2� r'� 'I- -G._ t DENOTES BITUMINOUS SURFACE z ---'''P'9,3' _ �sr '99 'N'''-.-/s O o ]I _�_ ° ) c C 994.. �Ig1 �ti �...-. O ql1 Fr • / O m.•. 995 ” 444.0 20.1 e ® p \`h..9g _ ( DENOTES CONCRETE SURFACE •1,. 4� O 1 City of Orono 4 ;" ° _ • , _ -998 "- \\ ,/ Planning&Zoning Plan Review 00 ': - ..-PROPOSE��... J�9 / . 'r • TS l U) --- -" 2 QRY'•... ��' / ��, Site I n Review Date: D DENOTES GRAVEL SURFACE 4/11o 8.0 700 TRF&'0 ' etD � /� ❑AP7,fV,VFD �' / 4PROVED W1TH REVISIONS(see notes) � ADDEXT'r •UNDA NN' 1 l�,,OjP D2EXTRAST6!S `." �( ` �. ❑DEtv1CD SETBACK INFORMATION: GARAGE ! / /� + CYV1A I t o� O 20.0 ' _ i Staff: 1; FRONT-25' �� x,.G'.i �. PORCH O ® ..' { F� • l 21.i I I • „ 'IQ4 Io.o . r\ // os `0 SIDE YARD- 10' O �1' •• •ILS : < �q� �tio C, = •� �i �a° �t'�1'1 Q�0Qo 1 = 1 REAR YARD ,3r3'�t 0�,� ® \ N e9°5�`` I° ...,ATP” ,p ♦ NOTE: ALL BUILDING 1" 30 �— �. tsROPOSED <� DIMENSIONS ARE SHOWN TO NOTE: ® c 5' � i - WELL "' OUTSIDE OF FOUNDATION ADD 2 EXTRA RISERS IN GARAGE p-1 1.\r ... UTILITY D WALL ® - 4' BOXES `V� OXE9 y— 4-'jeep J• PROPOSED FIRST FLOOR ELEV. = 1004.3 1690'; 1" PROPOSED TOP OF WALL ELEV. = 1003.1°o r+ ` PROPOSED GARAGE FLOOR ELEV. = 1001.6 `,.� R=50.00 I /kW 'C�I,� / PROPOSED BASEMENT FLOOR ELEV. = 995.1 ,,1 A=60°00'00" r, ..„-r LOT AREA=23,290 SF ° L=52.36 cG1.�cr0 \ HOUSE AREA=2,181 SF G DRIVEWAY AREA=815 SF VPROPERTY DESCRIPTION N OLIVER HILL\ SIDEWALK AREA=52 SF PORCH AREA=160 SF LOT 3,BLOCK 1,OLIVER HILL,CITY OF ORONO, e�o2 `t,--, LOT HENNEPIN COUNTY,MINNESOTA. r‘ \`c---, BENCH-MARK TOTAL AREA OF HARD COVER=3,208 SF 13.8% ‘ RIM OF SANITARY MANHOLE 40' I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Bohlen NW OF THE NW CORNER OF LOT UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2,BLOCK 2,ELEV.=1005.49 RECEIVED Surveying & AssociatesU LAND SURVEYOR UNDER THE LAWS OF THE STATEOF MINNESOTA. 31432 Foliage Avenue 1682 Cliff Road E. FEB I 2018 ' •'•'n at1 I '�I '^'�"""''� Northfield,MN 55057 Burnsville,MN 55337 DATE: 1-25-2018 Phone:(507)645-7768 3 A Phone:(952)895-9212 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 CITY OF ORONO MINNESOTA LICENSE NO.46167 S:AProjects\oron0\oliver-hill\dwg\lot3blkl-cert.dwg 30 of V V'tt zoft- 0OIt4- NW/ 1 •(W-- ADDRESS: 2330 OLIVER HILL CERTIFICATE OF SURVEY FOR COUNTRY JOE HOMES r .r1,-,.,j('ti (JWrf,0,_ r LJP LA,A/ /GI NDA1 E COVE111111 v�.'Givvn�.� COVE N89°21'00"W 214.25 ® DENOTES MAILBOX 101° / 2 DRAINAGE&UTILITY EASEMENT o i 0 DENOTES IRON PIPE MONUMENT SET g VIT.."' 5 74.;?" _ DENOTES FOUND IRON PIPE MONUMENT �. - M 588.27 •w 66.45 -- \�aa (J`�t I -i' AC�. � � / �— DENOTES PROPOSED DRAINAGE DIRECTION ��� �� ���A �� I`),S // ` DENOTES SERVICE LOCATION 1 i f r(?lj.� i / - _-_ '�'�00` I$E7 29 o /� -- -- DENOTES WOOD HUB 5AN MM w _yi • I ,/ .991.8 �,.� U Irl EASEMEN --� o . __ _ 000.0 DENOTES EXISTING ELEVATION -. / ® DENOTES PROPOSED ELEVATION SAN MN 1 ig- Is ��`' i I RE-992.0 , Sp 37 ^^ ( ( _ LOT 3 _ sC +``v6t�V \2e2i e / .1/ 1? �,` t t!— ; 'bib-- DENOTES EXISTING CONTOUR 141: \4O' =' �- j -� ��-- DENOTES PROPOSED CONTOUR .tPrRox ss, BLOCK 1 �� ��SFMsti/. '� �� / M '0 Y " '<�Y� �.1tr �sc,4y --- / / I JAN 3 1 2018 iji ( ;;'' DENOTES DECIDUOUS TREE I _ PROPOSED \ � �`Vs-t_. '/ \ 1 t- !:', t ' r I `' -SSR T FENCE \ gyV6 \ DENOTES EVERGREEN TREE • 4(i( TREE UNE , l f,1•'':\ (DOUBLE ROSY \ /^�t / /!O O) �_- _ /`)1, \ rv_ry ' G °�` X11 ALONG BIJFFFR) `,, I. A n D� �r zQ -' `� Fr?, DENOTES BITUMINOUS SURFACE p III 23.i; 0) (S)IP: ' ° Ei - 21)." -ODD coo 't 9' / ,� O a® 44° I y� O� 1 DENOTES CONCRETE SURFACE (4.. ,/ pell � PROPOSED o�•� �// ��� , I CO2-STORY o` / woe ,/ 'Y��, DENOTES GRAVEL SURFACE FB/WO o y(..� \>ADD EXTRAFOUNDATION ° , / ®,.. \ 1 , IADD 2 EXTRA STEPS ! 1 I 200 ' tet,° �• SETBACK INFORMATION: `GARAGE ) , e � .-9. �\-�,, .j, w. ,J 5 11,9.,!`' PORCH n- 1 caw SF• TA FRONT-25' -. Ik .,,,,{`-r. it,, _ oESTR�:y 1 H x.879 \ , .•'0, _� 1�� - 30' REAR YARD-35' C®��'t, - _to NOTE ALL BUILDING ,�; - .., ,,;, _Z PROPOSED DIMENSIONS ARE SHOWN TO UKOIiO _ NOTE: OUTSIDE OF FOUNDATION ®® I . 1r :.uTh1 ITY �� WALL ADD 2 EXTRA RISERS IN GARAGE -- `,�,` t/;�: eons PROPOSED FIRST FLOOR ELEV. = 1004.3 �� `"�' �� PROPOSED TOP OF WALL ELEV. = 1003.1 R=5 .10 s . � PROPOSED GARAGE FLOOR ELEV. = 1001.6 0=60°00'00° -,; r �� o , - PROPOSED BASEMENT FLOOR ELEV. = 995.1 ' &I/F'.:;,nt s=' t✓'f>^• LOT AREA=23,290 SF • i4rt, L=52.36 40:4)4. HOUSE AREA-2,181 SF °� \ ' S ('"(�. L! t'�'• DRIVEWAY AREA=815 SF PROPERTY DESCRIPTION ' OLIVER HILL L/tjf,,./i.',! ,s,, r SIDEWALK AREA=52 SF a`o NT-N (. PORCH AREA=160 SF LOT 3,BLOCK 1,OLIVER HILL,CITY OF ORONO, Nr A. r -t l/. !,�1-i i , HENNEPIN COUNTY,MINNESOTA. t-\\! BENCH-MARK TOTAL AREA OF HARD COVER=3,208 SF 13.8% I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Bohlen NW OF THE NW CORNER OF LOT 2,BLOCK 2,ELEV.=1005.49 UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Surveying & Associates LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 3143North Foliage Avenue 1682rnsillC.MN Eam - NorihNeld,MN 55057 p q Burnsville.MN 55337 DATE: 1-25-2018 t IR.w& Phone:(507)645-7768 u A Phone:(952)895.9212 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 MINNESOTA LICENSE NO.46167 S:\Projects\orono\oliver-hilI\dwg\Iot3blk I-ccrt.dwg ADDRESS: 2330 OLIVER HILL CERTIFICATE OF SURVEY FOR COUNTRY JOE HOMES C g r ;(r^!+I (.:PNTf& L_ P l_./1 N • t IA II-AI C• /'/1.'l \7L. IVLlr1L- CO'V'E N89°21'00"W 214.25 ® DENOTES MAILBOX \ 2• DRAINAGE&UTILITY EASEMENT g i O DENOTES IRON PIPE MONUMENT SET :J` , 51. I'' `� g L ._� \ 7, DENOTES FOUND IRON PIPE MONUMENT `"586'27 2'W 86.45 -- \�aa� W'�'f��', t� 1 i / �— DENOTES PROPOSED DRAINAGE DIRECTION _ �/ \\\ — O, �' l��n S /� DENOTES SERVICE LOCATION — J i/}- P' .c'' —� – se6•s000\ 1$Q:zs -- ---- –o _ /ice DENOTES WOOD HUB / 5AN MIi "� i m991.6 U ITY EASEMEN ----� o �7;-'‘,. �`b•b 000.0 DENOTES EXISTING ELEVATION -! .r„, _ / 5AN Mn s ; N�y., `�— -- ® DENOTES PROPOSED ELEVATION / RE=992.0 ,'-� 'sLOT _3 _ �s --5 — -7/ — — — — , • -.0— ________ DENOTES EXISTING CONTOUR r] I BLOCK ' . ip FC�s. 4e °a i� ,J F� t1 1=1 E. P �L- DENOTES PROPOSED CONTOUR 1-0 , D 6A ti / l .1 DENOTES DECIDUOUS TREE CO m � .L. � --. ... �:r _ �. \ �� � i � JAN 3 1 2018 Ill) �., '. PROPOSED % / J� ' I ., O tiZ---SILT FENCE \ c�y'}y / ti� \ r DENOTES EVERGREEN TREE e- r;.,r,. L��R,i�\ (OOIJBLERO\Y n� y OJ ALONGRUFFERI '..•`• > �\\/ i'. eP p "nom.-_ '''''/./•/.1 �., Cy - I °•..; �/ t \– /j. _� F......, ' DENOTES BITUMINOUS SURFACE J Oa _ / . . Olt, 23.�i a •....440 _. .,•. �O.L', • 40l - o �� DENOTES CONCRETE SURFACE m ... , l 00 • w . °x' PROPOSED // ���j + f 2-STORY _ e / , I ( DENOTES GRAVEL SURFACE f4'o( �uu.-FB/WO o �/ �I I') acv" , e } . ;I• • ,+ ! ADD EXfR!►�F IJNDA PION + +.. ®� .. 1SETB.., '.7 6D 2 EXTRA STEPS �` � f O�<< ACK INFORMATION: GARAGE 20.0 ;rte \ .o I I ? o; ..,PORCH.,.oi �'e .I , �,��f.,. cn �, w.1 f/,,„ o II �� FRONT-25' "7 21;9,,,.-,%i)9„I;; IZ4 R 10.0 n I p`• b‘ �gF• r'' r �'� l Lo T ar.ilt, 4 9'\ SIDE YARD- 10' tic ' ,t li .'e':` cm,10 ,,87 •, >) / 4. oQ04 - yes g9y 6 /aq' ' .. N _� . �� ,. .}\ Q� n ' REAR YARD-35' ' ” �" %� r \ - ' ' NOTE: ALL BUILDING 1 = 30 {'i i r4.,,','' _/-PROP05ED DIMENSIONS ARE SHOWN TO �:'LAP i NOTE: ic ,k•," ., WELL OUTSIDE OF FOUNDATION ®® + •` �'L ''�j • „,✓.UTILITY ADD 2 EXTRA RISERS IN GARAGE i ..t'ol:ai�' BOXES WALL L'-"_ ('a --�� op Cm,... .,4 �: i PROPOSED FIRST FLOOR ELEV. = 1004.3 �' .v. �� PROPOSED TOP OF WALL ELEV. = 1003.1 • R=51.10 �� PROPOSED GARAGE FLOOR ELEV. = 1001.6 =60°OOIOO'I col \ ,' PROPOSED BASEMENT FLOOR ELEV. = 995.1 t' ''' ..----R.�'(k �ltf('•:,.n(,�-'. c/'/I'. LOT AREA=23,290 SF . 4 L=52.36 lco HOUSE AREA- 2,181 SF � ' b;%. \ .2.'1- S-'' ('n( - 6' d e c' DRIVEWAY AREA=815 SF �' / PROPERTY DESCRIPTION �cS- • OLIVER HILL L;ish-tiler ,, t, 7, -, , SIDEWALK AREA=52 SF 4`0 r\ (.-T PORCH AREA=160 SF LOT 3,BLOCK 1,OLIVER HILL,CITY OF ORONO, \ -\' ( .k lir j i ii, , HENNEPIN COUNTY,MINNESOTA. •\`\ BENCH-MARK TOTAL AREA OF HARD COVER=3,208 SF 13.8% Bohlen ‘ , RIM OF SANITARY MANHOLE 40' I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR NW OF THE NW CORNER OF LOT Surveying & Associates 2,BLOCK 2,ELEV.=1005.49 UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432 Foliage Avenue 1682 Cliff Road E. Northfield,MN 55057 Burnsville,MN 55337 DATE: 1-25-2018 I an?-42/U1, Phone:(507)645-7768 B A Phone:(952)895.9212 THOMAS J.O'MEARA,LAND SURVEYOR tomeara©a bohlensurveying.com Fax:(952)895-9259 MINNESOTA LICENSE NO.46187 S:\Projects\oronobliver-hitt\dwg\lot3bIk I-ccrt.dwg :°29 .✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NQQ E SCHEDULED r2-40-1,5 3'C C) PERMIT NO.aU4 - 0 " pOMPLETED ADDRESS a 33 0 b lie.--r /4J) _ gr OWNER TELEPHONE NO / ,• I�, CONTRACTOR VOLA-410 � 0 Y1/ DESCRIPTIONAeli/te W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL C ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP i ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES NO • COMMENTS: ' AL - v -. _dye cc Ia. ....- 44( c 0 ct F•Corw's pGr p1+t 0 W CCQ a era5,c0 4)14,06 res✓ --- lnE .. Lu c 2 104TRK PROCEED ❑PROJECT COMPLETE eC W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContraractor on site: Inspector. c;)iii .- White Copy/Inspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION 9jC E,11 L( SCHEDULED r72 /,66 PERMIT NO.' COMPLETEDH� P ADDRESS (23<30 C/, del /id// ,E4 OWNERELEPHONE NO ... 2-51 CONTRACTORyoui /c o DESCRIPTION P01 -. 1� ) ty ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: co.--"S cot CLQ h ft r'a d Dr.cc 4c., p .#— h . h 'ah .)tSrS^ CPJie' wt� bcr ih 0 /c-CA. e7#f ?d et*. o ic14. cddrrt Sf s;‘cc .5 z cc W \WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY • 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CI LI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED CI INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: f��i White Copyllnspector's File Canary CopylSite Notice DATE TIME 7 CITY OF ORONO CALLED IN INSPECTIONO VSCHEDULED .._342_1114g 'd O PERMIT NO. 0, '601 I ,COMPLET D . ADDRESS x'30 DI 1 14 V- HO�� OWNER TELEPHONE,NO. 1o5/-g e 6-.2Y3s CONTRACTOR rfQl DESCRIPTION //t1 '1'72r(M79 W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING wi O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 5 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I, ❑ INSULATION ❑WOOD BURNER/FIREPLACE 0 COMPLAINT ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP It W ❑AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL r ❑ DEMO-SITE 1:1SEPTIC INSTALL Z OWNEI CONTRACTOR TO MEET YOU:_YES_NO R COMMENTS: Lva•tt•e p/ape-,'.+ S , rock. r:Je . Anti ri L• CC Ice ili 'd S�roci4 w.7 S/,'p5L,ccr a j ! cV/.72‘4.4. foe.* dr-;14c. Ir+a and 4ddr4iS SII, O /- , / r, i •,n to Z wo ii. c.4/freer pIaS as pet FTD-F W • Iii f'h J‘Nf/444: N. 111011110cit-e. •. S: W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE lad• \CORRECT 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 ❑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 OwneriConfrector on site: Whits CcpyMspsctors FIN Canary Cogyalls Notice