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2016-01201 - new structure
t # CITY OF ORONO Iii' 'I iI 111 Ir 11111 II * 2 0 1 6 - 0 1 2 0 1 * 2750 KELLEY PARKWAY DATE ISSUED: 10/26/2016 ORONO, MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 460 ORCHARD PARK RD PIN : 32-118-23-23-0012 LEGAL DESC : ORCHARD FARMS : LOT 2 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 650,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,417.42 STATE SURCHARGE(VALUATION) 325.00 KONEN HOMES INC. TOTAL 4,742.42 20545 LINWOOD RD Payment(s) DEEPHAVEN,MN 55331- CREDIT CARD 3548 4,742.42 (952)949-2485 Minnesota State License#:BUIL-BC103407 OWNER MULHERAN,PATRICK&MELISSA 4128 HALLGREN LA EXCELSIOR,MN 55331- 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 a , ,'me . au . tir 2 \4/-/Cr..) /6/ /2.-‘ / - - Signature DateIssued Byature Date App - ee S gn �gn Y r City of Orono 742\ ' � Building Permit Application for New Structures or Additions _ Mailing Address: ig �} PO Box 66 Permit number: 2L'0-, --64 f -I j�� l Crystal Bay, MN 55323-0066 Date received: 9/2 (-f f(, �` Street Address:' l � '0� eceived by: -% It 2750 Kelley Parkway a , Plan review fee: P , 7 j L \0 Orono, MN 55356 / CL' '�kEsHO- Main: 952-249-4600 —'f�otal 1-t'e7 Fax: 952-249-4616 www.ci.orono.mn.us 5`5(X(/4/ Da✓ This application form must be completed in full and all required information must be submifted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: �,`� � I,, �P�'n .Jj� ��� Job Site Address: yVJ d�1�14r'- &t. 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 Ne required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP,L��T INFORMATION:�� Name: .f< State License# C J ' a' Expiration Date: 3/- /2' Phone: (cell) (o / ) - I - ,• (office) 95',2 - ` - 'ss- Mailing Address: _� S s L;„ L ed Cit : e / 4,ery ZIP: �< Sj Contact Person: �J P � ei, Applicant is: ontrac or / Homeowner (circle one) Email and/or Fax: ,j ;C;,,,jeh C) K,,,,Cl he,,.vies ,l 0441 PROPERTY OWNER FORMATION: Name: 1-44r-k. f0 uihur^ Phone (day): 4 .1 - 7.0A •-g G,'S Address: �/ g ,/ // :"L'A I Z-4 7 p City:C�Cefs/A- ZIP:53:7)2/ Email and/or Fax p/n N //!c'r¢,., �j. /,.9,Y - C #11 ARCHITECT/ ENGINEER IJJFORMATION: Name: //e2/6"a�-� Phone(day): 765 7/ 7 'v Address: 9 / bo ` ,� //;.,0.--r ,L i7 City: /3/4,4e ZIP:' Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 1 2. Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply ANew Construction Single Family with 11 Accessory Bldg./Garage ddition attached garage [' Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with Office/Commercial ❑ Relocation detached garage Residence Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo Retaining Retaining Wall(s) El Public 4-feet or greater ❑ Public Water **Any earth movement may require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial 11Warehouse Private Well Minnehaha Creek Watershed District(MCWD) [' Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ 6 5-6)000 00 Packet Last Updated: August 2015 1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction a. Length (ft.)= /04%, Number Number of bedrooms= g 5— /Frame b.Width (ft.)= 1 Number of garage stalls: 3 asonry Areas in square feet Attached= / ❑ Metal c. Basement= / 79-0 Detached= ❑ Pole Bldg. d. 1st Story = /6 85- El ICF ❑ On-site Prefab e. 2nd Story= / 21 ❑ Off-site Prefab f. 1/2 Story = �• 0 Other(please specify): g.Total Area= c2 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Englobed Applicable ❑ Building Permit Escrow Agreement and Fees ❑ 0 Plan Review Fee 1 0 Completed Application Form .$( ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8 1/2 x 11 set ilZ 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements O Survey—2 full size,to scale(meeting ALL survey requirements) ❑ X Hardcover Calculations 0 Septic System Certification O Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required ❑ Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan (SWPPP) ❑ Access Permit IRC 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. .. Applicant's Signature: (32111Date: lU Owner's Signature: - / Date: .89/2-/ /6 Packet Last Undated Auaust 2015 1 t Builder Acknowledgement Form Permit #2016-01201 / 46. r r . rd Park Road Builder Representative Name: /!' Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built 14 survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. `l�/` 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 r, hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. Biologs or erosion control blanket should be installed in swale bottoms after grading is complete to minimize erosion potential. 9/I/ Contractor must exercise care during construction to not block traffic on Orchard Park Road. Clear drive lanes must be maintained at all times. All vehicles and equipment should be parked on site during construction. Prior to the issuance of the Certificate of Occupancy the four(4)accessory structures shown on the survey you provided with your building permit,dated 10-17-16(partial copy attached)will be removed. No underground sewer within 20 feet of well. Install Buffer Signage as noted on MCWD Permit#16-536. Prior to the issuance of a Certificate of Occupancy an as-built survey 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 Al 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 4.�M lower wall require engineered plans and a building permit to be submitted and approved prior to construction. Kr w:\street files\orchard park rd\460\builder acknowledgement form 2016-01201.docx ' PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 4(t2O Orcharc( Park-- Rd Permit No.: 2010 " 0120 Description of work: NeA V Silt 1mh Kt 140XDate Rec'd: Q•2 •1(o Septic review by: ✓ illif: Date Approved: /6.757/ Zoning review by: Date Approved: lb 11• I Building review by: 0-fit ( - 4,4-) Date Approved: //Mil Grading review by: - Date Approved: / (73C-1---((,-; Zoning District: R12.-1A* Zoning File#: 15 '311b Reso#: Reso Date: Zoning: Lot Area: SF I AC Width: Lot Coverage: % SF Survey Submitted: y(Yes 0 No Date of Survey: Q 23 •1(p Revised date(?): Landscape plan submitted? Yes 0 No Landscaper: f .tOY€_ ilt `a Cag)J . Proposed Setbacks: 103 00 60 60 Front (L e) Rear(Str t) ( N S E W ) ( N S�E W ) Other Buildings Wetland Side bide qoOl'-f-- [COO ' i qo ' _ t Mfr 711; Defined Height: 24,25 4 Peak Height: FFE: 1 tII 0 - s • ee = xis ing o • i •erimeter(linear f- - = 50% = e Ba a• - ? 0 Yes 0 No, f-`-Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: I I I The distance between the lowest or000sed Slab at or above grade— measure from hi•hest eIn• UM-. START WITH grade to the highest p•:nt of the Hi p c ` roof even if fill was.ought in to loo 0 H l 1 jilt i-,,e7.C C b✓�j e A,�6i elevate home. a/ tO/��/ F a /` - tiOVUCC"t^ Slab belo •rade—measure from hig -st existing grade to the highestz oint of the roof. If you'have a... _ SUBTRACTION • / GABLE OR HIPPED ROOF 1°°I.° 1---1,V-“- P(�` � (BASED ON (no windows): Subtract half 1 Cv� ROOF TYPE) the distance between the (tiff- JV<I N r i i �� highest point of the roof to l Ithe low point of the corresponding gable or EQUALS hipped roof • GABLE OR HIPPED ROOF 1 9 //// (with windows): Subtract I t A toil.VIA'( j21 -h on - half the distance between the top of the highest eAeV � window and the highest point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No GWUALA Ueiunea Duuaing nelgni subtraction. Defined building height Updated: May 2016 z:\forms\plan review checklist 5-2016.docx 1 t Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? ❑ Yes No Permit Number: 1 -533(0 ❑ Yes ❑ No % N/A D YeAAI, No ❑ N/A-see attached w Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (%and sf) (% and sf) ❑ Yes `I No ❑ Yes Flo 1 2 3 4 '0 )(eotyy4--- -------* Type(s): \• Type(s): Fees to be Charged YES NO Permit Vf Plan Review t/' State Surcharge (/' Investigation Fee (/ SAC-Number of SAC Units (/' Other(specify) ( -* Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ Zec(9`(900 PO J Orono Inspections Required Work Requiring Separate Permits Footing ❑ Site zX Plumbing 0 Grading/Filling Poured Wall 7Vr.,Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace 0 Water Connection 0 Framing 0 Other(specify) 0 Masonry 0 Sewer Connection Waterproofing/Drain tile Mfg. 0 Lawn Irrigation Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing Insulation tiK As-Built Survey 21. Final �( Lathe Required State Permits /❑ Other(specify) 21(Well fX.Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: See Builder Acknowledgement Form �❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: May 2016 z:\forms\plan review checklist 5-2016.docx 114./t- ti fr, /2. /1/0,3 4 14),,,„44....,s1 NFRC VALUES U Factor 0.27 - 0.28 REC[ _0 Solar Heat Gain (SHGC) 0.25 SEP 26 X16 Visual Transmittance (VT) 0.41 - 0.42 CITY OF L:= :ANO Condensation Resistance 57 59 (CR) Energy Star NC, SC, S Energy Star Canada 1 COP'1 OBOtlO Sound Transmission Class 28 31 (STC) Outdoor/Indoor 24 27 Transmission Class (OITC) MAR-N-250-00574-00002 (http://search.nfrc.org/search/cpd/cpd_search_detail.aspx? cpdnum=MAR-N-250-00574-00002) MAR-N-250-00582-00002 (http://search.nfrc.org/search/cpd/cpd_search_detai I.aspx? cpdnum=MAR-N-250-00582-00002) MAR-N-250-00582-00001 (http://search.nfrc.org/search/cpd/cpd_search_detail.aspx? CPD Number(s) cpdnum=MAR-N-250-00582-00001) MAR-N-250-00566-00002 (http://search.nfrc.org/search/cpd/cpd_search_detail.aspx? cpdnum=MAR-N-250-00566-00002) MAR-N-2 50-00574-00001 (http://search.nfrc.org/search/cpd/cpd_search_detail.aspx? cpdnum=MAR-N-250-00574-00001) MAR-N-250-00566-00001 (http://search.nfrc.org/search/cpd/cpd_searchdetail.aspx? cpdnum=MAR-N-250-00566-00001) See Energy Efficient Windows and Doors (/plan/energy_ efficiency) for further information on this topic. ©2016 Marvin Windows&Doors MARVIN , Windows and Doors Built around you: Manufacturers' Certification Statement Pertaining to the Consolidated Appropriations Act of 2016 This Certification Statement* provides verification that certain Marvin®, Integrity®, and Infinity° (collectively, "Marvin") brand exterior windows and doors meet the eligibility performance criteria for tax credits identified in the Consolidated Appropriations Act of 2016, as amended, which extended the credits through December 31, 2016. Manufacturers: Marvin Windows and Doors Integrity Windows and Doors Infinity Replacement Windows 401 State Ave N PO Box 100 Warroad, MN 56763 To qualify for the energy tax credit, homeowners must purchase and install qualifying ENERGY STAR° windows or doors**.To demonstrate eligibility for the credit, save your receipts,a copy of this document, NFRC certification documentation, and comply with all applicable IRS requirements. NFRC certification documents include one of the following: a temporary NFRC label, a PDF of the temporary NFRC label, a reprinted sample label,or a Sales Order Energy Information Summary showing certified U- Factor and SHGC ratings of the product(s) for the zone the product is installed in to be claimed for credit. Consult IRS rules for additional forms and a complete description of Tax Credit requirements. Marvin expressly disclaims any responsibility or liability regarding the homeowner's ability to obtain tax credits.Always consult your tax advisor. Marvin strives to provide timely and accurate information via its website. Marvin expressly disclaims liability for any typographical or other errors appearing on its website. Under penalties of perjury, I declare that I have examined this certification statement, and to the best of my knowledge and belief,the facts are true, correct and complete. Brad Fevold Director of Regulatory Affairs *This certificate is provided as a convenience to the purchaser.It is not a complete description of the requirements to obtain the Tax Credit,and is not a substitute for professional tax advice. **Not all ENERGY STAR products qualify for tax credits.For a list of eligible products,see energystar.gov. °RON° l ENERGY Per N1101.8.A building certificate shall be posted in a permanently visible location inside the building and must be completed bythe builder and shall list ENERGY information and values of components listed in Table N 1101.8: CODE / COMPLIANCE Date Certificate Posted: Site Address: t'7 L.) 0v- ,,cr� Rik I-' I Building Contractor Name: License#: CERTIFICATE Mechanical Contractor Name: C'fir's C;-%..t(a,o;xs /,..t t- Bond# Location Type of Insulation Installed Type Location Size s R-Value Roof/Ceiling 131GW 0 V--i- 1 Makeup Air Bp/eyed/Ake Nee 14pea, /iv' Combustion Air P4s5S ig. lee'cir.-4.4.-, 6 " Walls Pi ile(514145 a -1I Water Heating Manufacturer Model Slab-on-Grade r^r.y,:t -j 0 Floor g iGkivi ail: Ducts Outside of Location R-Value Rim Joist CirP)trt(el f Interior,Exterior Conditioned Spaces or r(0-1 al' it-Z' - Foundation Wall '•L"Yc i-i Intsj-kx,Exterior /A/144j- 2")at w+ o I tegral Fenestration Average U-Factor SHGC(solar heat gain coefficient) Radon Control Passive Active ❑ 0 Heating System Tye Input Rating AFUE Manufacturer Model Calculated Heat Loss f`•at/r f-Itir itG`,rr'G'6I -4.Ye •I tt 4,vI Itilee 7 J; 7C 7 Cooling System Type Output Rating Seer Manufacturer Model Coolie Load/Heat Gain .I4'&I ir� grief() 1 .3 riw Qriz�r /1r z/ Mechanical T eLoccatition Continuous Ventilation Total Ventilation Ventilation oi t once -, a�i�<,ltln,.ttri 155 Building Contractor Signature Mechanical Contractor Signature ,; z„..,- -, �"m-" " ' G:U'orms\Energy\EnergyCom pl ianceCert012511.doc Ventilation, Makeup and Combustion For office use only. Air Calculations Submittal Form for New Dwellings These blank submittal forms and instructions are available on the City of Edina website and at City Hall. The completed form must be submitted in duplicate at the time of application for a mechanical permit for new construction. Additional forms may be downloaded and printed at: http://EdinaMN.gov Site Adch.ss 460 Orchard Park Road Date08/03/2016 CCities CompanCompletedies Inc By(� Jake Eliason Signature 42/V44 ase Prim/ Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation R4033.2) Square feet(Conditioned area including 4664 190 Basement—finished or unfinished) Total required ventilation 95 Number of bedrooms 5 Continuous ventilation Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation R403.5.2. 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 Conflitioned space Total/ Total/ Total/ Total/ Total/ Total/ (in sq.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 0 b0/40 0 75/40 0 90/45 0 105/53 0 120/60 0 135/68 1501-2000 0 70/40 0 85/43 0 100/50 0 115/58 0 130/65 0 145/73 2001-2500 0 80/40 0 95/48 0 110/55 0 125/63 0 140/70 ❑ 155/78 2501-3000 0 90/45 0 105/53 0 120/60 0 135/68 0 150/75 0 165/83 3001-3500 0 100/50 0 115/58 0 130/65 0 145/73 0 160/80 0 175/88 3501-4000 0 110/55 0 125/63 0 140/70 0 155/78 0 170/85 0 185/93 4001-4500 0 120/60 0 135/68 0 150/75 0 165/83 0 180/90 0 195/98 4501-5000 0 130/65 0 145/73 0 160/80 0 175/88 ® 190/95 0 205/103 5001-5500 0 140/70 0 155/78 0 170/85 0 185/93 0 200/100 0 215/108 5501-6000 0 150/75 0 165/83 0 180/90 0 195/98 0 210/105 0 225/113 Equation R403.5.2 (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. [:\Building\SafetyPoliaesinformation\Current\2016WentMa kupCom bAirCals2016.docx •1 • Section B Ventilation Method Balanced HRV Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Ventilator)—cfm of unit In low must not exceed continuous Low CFM 11 0 High CFM 1.65 ventilation rating by more than 100%. Directions-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 larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) Honeywell Prestige IA0 Thermostat controls ventilation per Ashrae 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 mode and described. Section E Make-up air o Passive (determined from calculations from Table 501.41) ® Powered(determined from calculations from Table 501.4.1) ® interlocked with exhaust device(determined from calculation from Table 501.4.1) • Other,describe: Location of duct or system ventilation make-up air.Determined from make-up air opening table Cfm 400CFM Heated Powered Make Up air Size and type(round,rectangular,flex or rigid) (NR means not required) I:\Building\SafetyPolidesinformabon\Current\2016\VentMakupCombAirCals2016.doa Page 2 of 6 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.For existing dwellings,see MC 501.4.3. Please note,+f the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.4.2.3. 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 atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliances or no power vent or direct vent one solid fuel appliance appliances or solid fuel combustion appliances appliances appliances Column C Column D Column A Column B 1.Use the appropriate column to estimate house infiltration 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 4664 unfinished basements) Estimated House Infiltration(cFm):[1a 279 x 1b] 2.Exhaust Capacity a)continuous exhaust-only ventilation Balanced system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); 480 Kitchen hood typically (not applicable if recirculating system or If powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically Not 64 (not applicable if recirculating system or if powered makeup air is electrically Applicable interlocked and matched to exhaust) Total Exhaust Capacity(cfm); [2a+2b+2c+2d] 679 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 679 b)estimated house infiltration(from 279 above) Makeup Air Quantity(dm); [3a—3b] 400 (if value Is negative,no makeup air is needed) 4.For makeup Mr Opening Sizing, refer to Table 5014.2 Powered/Heated Make up air 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 columna 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 fuel appliances. l:\Building\SafetyPolicieslnformation\Current\2016\VentMakupCombAirCals2016.docx Page 3 of 6 '1 r Makeup Air Opening Table for New and Existing Dwelling Table 501.4.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oll Duct diameter appliances,or no power vent or direct appliance or one solid appliances or solid fuel combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D 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. Section F Combustion air Not required per mechanical code(No atmospheric or power vented appliances) X Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4"Rigid,or 5"Flex X Other,describe: Explanation-ff no atmospheric or power vented appliances are installed,check the appropriate box,not required. If a power vented or atmospherically vented appliance installed,use*GC 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. I:\Building\SafetyPolideslnformation\Current\2016\VentMakupCombAirCals2016.docx Page 4 of 6 c. 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-1,1346.6012 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Fumace/Boller: • 100,00 _Draft Hood _Fan Assisted Direct Vent Input Btu/hr or Power Vent Water Heater: 75000 Draft Hood an Assisted _Direct Vent Input ' Btu/hr Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 2700 The CAS includes an spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH 1500 L20.00W9m H 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 5. 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 7 Btu/hr Use Fan-Assisted Appliances column In Table E-1 to find RVFA: 5625 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 5625 + 0 = 5,625.00 TRV ft3 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. Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided byTRV(from Step 4a or Step 4b) RaUo- 2700 / 25.00 = .48 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=1- •48 = .52 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 75000 Total Btu/hr input of all Combustion Appliances In the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CADA): Total Btu/hr divided by 3000 Btu/hr per int CAOA= 75,00qm13000 Btu/hr per int= 25.00 int Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA nxdtipled by RF Minimum CAOA=25.00 x 0.52 = 13.00 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=4.00 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. I:\Building\SafetyPolideslnformation\Current\2016\VentMakupCombAirCals2016.docx Page 5 of 6 , 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. I:\Building\SafetyPoliciesinformation\Current\2016WentMakupCombAirCals2016.docx Page 6 of 6 Contractor's Material and Test Certificate for Aboveground piping PROCEDURE Upon completion of work inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME: Norris Residence DATE: PROPERTY ADDRESS: 460 Orchard Park Road, Orono,MN 55356 ACCEPTED BY APPROVING AUTHORITIES(NAMES): City of Orono ADDRESS: PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS H YES ❑NO EQUIPMENT USED IS APPROVED ❑✓ YES ❑NO IF NO,EXPLAIN DEVIATIONS: HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION H YES ❑NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: H YES ❑NO 1. SYSTEM COMPONENTS INSTRUCTIONS 2 YES ❑NO 2. CARE AND MAINTENANCE INSTRUCTIONS 2 YES ❑NO 3. NFPA 25 Q YES ❑NO LOCATION SUPPLIES: OF SYSTEM MAKE MODEL S.I.N. ORIFICE QUANTITY TEMPERATURE SIZE RATING Reliable RFC-49 RA0616 '/2' 67 165°F PIPE AND Type of Pipe: Spears CPVC FITTINGS Type of Fitting: Spears CPVC ALARM DEVICE MAXIMUM TIME TO OPERATE ALARM VALVE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC INDICATOR DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP TIME WATER ALARM THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED CONNECTION' PRESSURE PRESSURE AIR PRESSURE TEST OUTLET' PROPERLY MIN SEC PSI PSI PSI MIN SEC YES NO DRY PIPE without OPERATING Q.O.D. TEST With Q.O.D. IF NO,EXPLAIN 'MEASURED FROM TIME INSPECTOR'S TEST CONNECTION IS FULLY OPENED OPERATION ❑PNEUMATIC DIELECTRIC ❑HYDRAULIC PIPING SUPERVISED OYES LINO I DETECTING MEDIA SUPERVISED LYES UNO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS LYES LINO DELUGE AND IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO,EXPLAIN PREACTION VALVES OYES ONO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. PRESSURE LOCATION MAKE& SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING &FLOOR MODEL (FLOWING) VALVE TEST INLET(PSI) OUTLET(PSI) INLET(PSI) OUTLET(PSI) FLOW(GPM) TEST HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 pai(3.4 bars)above DESCRIPTION static pressure in excess of 150 psi(10.2 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All abovegroung piping leakage shall be stopped. PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1%psi(.01 bars)in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1%psi(0.1 bars)in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI(_BARS)FOR 2 HRS. IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED DYES ONO EQUIPMENT OPERATES PROPERLY DYES ONO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS,SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? DYES ONO TESTS DRAIN READING OF GAGE LOCATED NEAR WATER. RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: PSI ( BARS) CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO.85B DYES ONO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING DYES 0 N IF POWDER-DRIVEN FASTENERS ARE USED IN CONCRETE,HAS REP- IF NO,EXPLAIN RESENTATIVE SAMPLE TESTING BEEN SATISFACTORILY COMPLETED? DYES ONO BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED GASKETS 0 WELDED PIPING OYES UNO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3? DYES ONO DO YOU CERITIFY THAT THE WELDING WAS PREFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3? DYES ONO DO YOU CERITIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED.THAT OPENINGS IN PIPING ARE SMOOTH.THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? DYES ONO CUTOUTS DO YOU CERITIFY THE YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS(DISCS)ARE RETRIEVED? DYES ONO HYDRAULIC NAME PLATE PROVIDED IF NO,EXPLAIN DATA NAMEPLATE DYES ONO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: 4�4-�'1 REMARKS NAME OF SPRINKLER CONTRACTOR VIKING AUTOMATIC SPRINKLER COMPANY TESTS WITNESSED BY SIGNATURES FO ERTY OWN ) 7E4/ ®^_ DATEf /17 c /yf_cRi FOR PRECONTRACT (SIGN:: , TITLE .^ DATE ADDITIONAL EXPLANATION AND NOTES L Christine Mattson From: Christine Mattson Sent: Friday,October 14, 2016 12:13 PM To: jkonen@konenhomes.com' Cc: 'pmulheran@highland.com' Subject: 460 Orchard Park Road/#2016-01201 Attachments: Landscape Walls & Retaining Walls 2014.pdf Jeff, Upon closer review of the survey I noticed the retaining walls shown do not meet City Code Section 78-797(8)(e). I have also attached our Landscape and Retaining Wall information sheet. Retaining walls 4 feet or taller require engineered plans. Tiered walls are considered one wall unless they are separated by twice the height of the higher wall. Separation is measured from the back of the lower wall to the face of the upper wall. Please submit engineered plans for the tiered walls or have the survey updated to adjust the location/distance of the tiered walls. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) V 952.249.4620 18 952.249.4616 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: Friday, November 11,2016 Thursday& Friday, November 24&25,2016 1 Christine Mattson From: Christine Mattson Sent: Tuesday, October 11, 2016 3:23 PM To: jkonen@konenhomes.com' Cc: 'pmulheran@highland.com'; Roger Peitso Subject: 460 Orchard Park Road/#2016-01201 Attachments: letter.pdf; eng comments.pdf Jeff, Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) 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: Friday, November 11,2016 Thursday& Friday, November 24&25,2016 1 Y O ♦O CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 Gtii\OC"-4' 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 F Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us .' sHO¢ October 11,2016 Jeff Konen Konen Homes, Inc. 20545 Linwood Road Deephaven, MN 55331 Re: Building Permit Application#2016-01201 460 Orchard Park Road On September 26, 2016 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. Our engineer has reviewed the survey;his comments are attached. No changes need to be made to the survey at this time addressing the engineer comments. Please note the engineer comments will be on the Builder Acknowledgement Form also. 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. 4. Separate City Permits Required for: a. Septic Installation 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 jkonen@konenhomes.com pmulheran@highland.com Roger Peitso, Building Official enclosure - 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. 4r--t 1f4vk ont First ( Middle Last aOSIIS L .Ak7o�kJ1 Address Ogg)kktitieN ‘,33/ City State Zip Phone I understand my rights as stated above. KnVie'%- Signat 1-6 Packet Last Updated: August 2015 Page 7 1 BOLTON 2638 Shadow Lane IC Suite 272 & M E N Chaska, MN 55318-1172 Real People.Real Solutions. Ph: (952)448-8838 Fax: (952)448-8805 Bolton-Menk.com October 10, 2016 City of Orono Attn: Christine Mattson 2750 Kelley Parkway Orono,MN 55356 RE: Building Permit 2016-01201 460 Orchard Park Road Engineering Review#1 Dear Christine: As requested,we have completed an engineering review of the information submitted for the above referenced project. We offer the following comments for your consideration: 1. Perimeter erosion control measures(siltfence,rock entrance, etc.)and septic field protection fencing should be installed by the Contractor and inspected by the City prior to any other work. Contractor must provide minimum 24 hour notice prior to inspection. 2. Contractor must exercise care during construction to not block traffic on Orchard Park Road.Clear drive lanes must be maintained at all times. All vehicles and equipment should be parked on site during construction. 3. Retaining walls 4' or greater in height must be designed by a licensed Professional Engineer. Tiered walls must be separated horizontally by at least double the height of the lower wall, or they shall be considered one wall. Plans should be submitted prior to construction. 4. Biologs or erosion control blanket should be installed in swale bottoms after grading is complete to minimize erosion potential. 5. The applicant will be required to obtain a Minnehaha Creek Watershed District permit. A copy of the permit should be provided to the City conditional to final approval. If you have any questions or comments,please contact me to discuss. Sincerely, Bolton&Menk, Inc. ,Qcrteig 6411k Robert E.Bean,Jr.,P.E. Water Resources Engineer H:\ORNO\C13109539\15-3770_460 Orchard Park Road\Reviews\460 OrchardParkRd_2016-10.10.docx Bolton&Menk is an equal opportunity employer. MEMORANDUM Date: October 3, 2016 To: Bob Bean, City Engineer From: Christine Mattson, Planning Assistant c Dave Martini, City Engineer RE: Building Permit Number 2016-01201 460 Orchard Park Road Attached are building plans and survey for a new single family house at 460 Orchard Park Road. Please review the attached information and provide comments by Tuesday, October 10, 2016. Please contact me at cmattson@ci.orono.mn.us or at 952-249-4620 if you need additional information or if you have any questions. Thank you t MEMORANDUM Date: October 3, 2016 To: From: •5. ig Assistant c er RE: 016-01201 Tvv V I✓1 11511 4 I CII IN I Xuou Attached are building plans and survey for a new single family house at 460 Orchard Park Road. Please review the attached information and provide comments by Tuesday, October 10, 2016. Please contact me at cmattson@ci.orono.mn.us or at 952-249-4620 if you need additional information or if you have any questions. Thank you 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. LCompleted Application A NI Plan Review Fee Paid i � b /0ct), © � Signed Escrow Agreement & Escrow Payment fi / Building Plans (to scale) x2 D V V Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 itri Hardcover Calculations (if C ✓'eS q applicable) �UCcr Gt,�" � p t needle' I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating xp- r the proposed project does not trigger their permitting5 requirements). I will contact the MCWD at 952-471-0590 \Upr ° . '`� regar 'n i roject. Vel ei Signed by: Address: W zf (, p 0 ^c i* 'd i-. A R.4 Permit #: 2-olto -- (7 i c I Packet Last Updated: August 2015 Page 2 r. g '110.68! AC. TOTAL \ �` 5.26'_ AC. DRY 171- w O L\\ J , \ PROPOSED Z 1-0 1\ �', 'aPr, „DIVIDING `'' CZ Ci .-.......S 89°23' 00" E 454.91--...---.._ _ \I \\ '\\ fps-- ----- -rw S $9°23' 00" E 29 �/ D EAreo weauns •\�� \/� � � _ LINE -N ------X177.0 N. \ f "EDGE_–.\ MANAGE 2 "a \ 473± 9T 1� i `\� o�.� 80 P'21.vo j��� o --�' g ;�\ .J L �'" � 9s+ / — \� . � _ _9s4, _ •i to _ mo / 1 ro ee• \aEMovEu. -Q ! .: � / • I '\( -se� � � "%-" \\ I i 'c 6., Y , I y,, i ;meg I 1 I I I I i < / / h---.=--, QD �'---- F' \ moi \ - --+� = —7- �' �' / ,-_1 _ --- �� !� 1 \ \\ -:-.'C'-2:------_-_-..----- 16°--- �_ -- j 1 /-,,,,,,,-/ =-,..k..:_�1�89°23' 00'-1N--632.3 -.-�-, �,''t�\ '' ` VIII %�_ _ ii am—--1-1 / / Q \ ,,(// 7, O Z `.LI,\ / �� �' _�. \� f 0139 '/AC. XOT /3' ck/ g� 8 -/ _ �` \\\\191 7 AC/DR / //,�// /pi'O �, %�1— �.-� of oEt,�EArEo wEn.A \\ 1 I � g MANACT 2 ///////////1////71 \ fl\`�r�^ \� �� + I I J o o' to 33 L / / I 1... ���\ �\ / ' 1 ill / I H�/If /7° / fit/ (OJT' ►/ I �,,...•--••• N 89°06' 20" W C 63'20 I i-/,'/�'l l r' i I ar y I L tore) STATE OF MINNESOTA ) )ss COUNTY OF HENNEPIN ) The undersigned,being duly qualified and appointed City Clerk of the City of Orono, Minnesota,certifies that I compared the foregoing resolution adopted at the meeting of the Orono City Council on December 14,2015 with the original thereof on file in my office,and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the corporate seal of the City this 8'h day of February,2016. ``'•..e Tiegs,City Cle 4 .t CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 656e 4 s.00 A RESOLUTION APPROVING THE PLAT OF ORCHARD FARMS FILE#15-3770/3797 WHEREAS,the City of Orono is a municipal corporation organized and existing under the laws of the State of Minnesota;and WHEREAS,the City Council of the City of Orono (hereinafter "City Council") has adopted subdivision and land development regulations for the orderly, economic and safe development of land within the City;and WHEREAS, on October 26, 2015, the City Council considered the preliminary plat application by Patrick T. Mulheran and Melissa J. Muiheran, husband and wife, and Jonathan L.Norris and Catherine Thayer Morrison,husband and wife(hereinafter collectively the "Applicants") for subdivision of property located at 460 Orchard Park Road identified as property identification number(PID)32-118-23-23-0009 and legally described as Lots 5, 6,7,9 and Lot 10 except the Northerly 100 feet of the Westerly 177 feet thereof; "Orchard Park, Hennepin County Minnesota",Hennepin County,Minnesota(hereinafter the"Property");and WHEREAS,on October 26,2015,the City Council adopted Resolution No.6559 granting Preliminary Plat Approval for the proposed subdivision of the Property into two(2)single family residential lots, including a private driveway outlot and an outlot for future use by an adjacent property for sewage treatment purposes; and WHEREAS,the Applicants have completed or have agreed to complete all other requirements of the platting regulations of the City including: 1. Completion of all platting requirements of Preliminary Plat Resolution No.6559. 2. Dedication on the plat of Drainage and Utility Easements as required in Resolution No. 6559. 3. Platting of a 7,000 s.£outlot designated on the plat as Oudot A for future potential use for sewage treatment purposes for the adjacent property at 480 Orchard Park Road. Page 1 of 3 eC CITY OF ORONO RESOLUTION OF THE CITY COUNCIL 6560 r 4�G`' N O. SHO 4. Platting of a private shared driveway outlot approximately 90 feet in width designated on the plat as Outlot B,and granting to the City of a Drainage and Utility Easement over said Outlot as well as establishing covenants for maintenance of said shared private driveway. 5. Dedication of Wetland Flowage and Conservation Easements as required in Resolution No. 6559. 6. Executing of a Declaration of Covenants for Maintenance of Stormwater Facilities as required in Resolution No. 6559. 7. Executing of a Declaration of Covenants for Protection of Sewage Treatment Sites as required in Resolution No.6559. 8. Provision to the City of a title opinion for the Property and certified copies of all recorded easements currently affecting the Property. 9. Payment of Park Dedication Fee in the amount of$5,550.00. 10.Payment of Storm Water and Drainage Trunk Fee in the amount of$30,750.00. 11.Execution of a development agreement and provision of securities for the required improvements subject to City Attorney approval. NOW, THEREFORE, BE IT RESOLVED that based on the findings of Resolution No.6559,the City Council of the City of Orono does hereby approve the two-lot plat of ORCHARD FARMS,Hennepin County,Minnesota(a copy of which is attached hereto as Exhibit A)subject to the following conditions: 1. The Final Plat approval granted by this Resolution shall expire six months from the approval date(June 14,2016). 2. Development within ORCHARD FARMS is subject to the Conclusions, Orders and Conditions enumerated within Preliminary Plat Resolution No.6559. 3. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Applicants have been satisfied. Page 2 of 3 .r CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO k)s Ho' ' 4. Development of the Property shall adhere to the provisions of the Vegetation Management Plan as stated within the Conservation Design Report and Master Plan by Svoboda Ecological Resources dated September 22,2015. 5. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Senior Planner and City Engineer that all requirements of the platting regulations have been satisfied. 6. The aforesaid plat shall be filed by the City of Orono with the Hennepin County Recorder on or before June 14, 2016 together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. The approval granted by this Resolution shall expire if the conditions of this Resolution have not been met or the plat has not been filed by the date specified above. In that event, it will be necessary to file a new application with the City of Orono for subdivision review. Adopted by the City Council of Orono this 14th day of December, 2015. ATTEST: L'�. �1?� 1-(414A, Trine Tiegs, City Clerk Li1i Tod McMillan,Mayor Page 3 of 3 di ResoaResolutionResolution Exhibit A R.T.DOC.NO. I utr •- ORCHARD FARMS w.rPw�a.P...erwP.tr...�rrrtiPYrIar.rYr..r.PrarrLr.c ra r.wN. r.aYrrrPILwrdistOolOo.rIP4nr.Yhb0.....1""abben USIA t SOHO IlhoPOPPItatOWSPIEMSPIO/IPSOPROPPOPOlimPOPOlOsieW rf ,, c .....1 PoonolN�Y • PdomPO IOMILOrrr OILLO OD/OlaWra.r. 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I `S I.e14MRCF1111aUwelel Py 1 � I t11.-71— _ -_ I O O/� 1ft*/nbYPb.IN1Y1dO1b1WOAAlY=mai d.N_Aen A_Az nak_l 1� .1�.�/e1 ;► • R =mac.. Y.tIP IIO OMICK 1M0lM°PIM. a�'SA..°f EM..1 l II sinew&MU tingrilj IH I L L AWA Y ..orwomoP". FARM __N_ f 3_ "nsit.-;-..t- ,-4._,_0A1,,,,a., Imo or 200 400 NO .�.LwMI.\I.1..1..rY...ar =ilyi{•. .i ljjr,�:` "�•••'rr••ri•i SCALE II FEET IMtONBERG&ASSOCIATES.INC. ENI MI ERS.UM SURVEYORS,PLANNERS Christine Mattson From: Mulheran, Patrick <pmulheran@highland.com> COPY Sent: Wednesday, October 26, 2016 9:33 AM ORONO To: Christine Mattson Subject: RE:460 Orchard Park Road/#2016-01201 I agree! Thank you. Patrick T. Mulheran Managing Principal laill HIGHLAND CAPITAL BROKERAGE Highland Capital Brokerage - Heartland 7500 Flying Cloud Drive I Suite 765 I Eden Prairie, MN 55344 P: 866.627.6345 I M: 612.702.8693 I F: 952.926.1790 I http://www.highlandbrokerage.com/Indianapolis From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Wednesday, October 26, 2016 8:46 AM To: Mulheran, Patrick Subject: 460 Orchard Park Road / #2016-01201 Patrick, Per our telephone conversations before we can issue the building permit, please confirm that you agree: Prior to the issuance of the Certificate of Occupancy the four(4) accessory structures shown on the survey you provided with your building permit, dated 10-17-16 (partial copy attached) will be removed. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway i Orono ° MN 55356 (physical address) PO Box 66 € Crystal Bay € MN 55323-0066 (mailing address) it 952.249.4620 1 8 952.249.4616 ® 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: Friday, November 11,2016 Thursday& Friday, November 24&25,2016 Highland Capital Brokerage, Inc. ("HCB") reserves the right, to the extent and under circumstances permitted by applicable law, to retain, monitor and intercept e-mail 1 ir---( /D _/ATE TIME CITY OF ORONO 13-- 2--- / CALLED IN /' `7 �`L�, INSPECTION NOTICE SCHEDULED '''- die!, PERMIT NO. e=2('/0-a 4•21)/ �COOMPLETED I D ADDRESS / / IMA d r7-----.1. %/ OWNER ELEPHONE NO.W a 3 d 2 - 44 CONTRACTOR #14-1-1/(- / `...._ DESCRIPTION -C?//7 / {� // I ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL A ❑ POURED WALL 0 PLUMBING RI 0 EXCAV GRADING/FILUNG vw2 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL 19 Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION It 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL .1 ❑ DEMO-SITE 0 SEPTIC IN LL Z Covm::::74/1_,-- TO MEET YOU:_YE BR i12 la ///W # (//2„(:: 4 cc-t-- cl--r Ar-..e/ ,‘ cif7L)6 tei '1,4--- cc L/(, -fes,►.I f Ci r W ccqx 0 ,4-. W it ilanaKAATISFACTORY:PROCEED 0 PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIRCATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY d BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cash for the next Inspection 24 hours h,advance. (952) 249-4600 Inspector: t 6' r. Whits CopyAepoctor's FIN Canary CopyiSlM Notice 17.32--- DATE TIME CITY OF ORONO CALLED IN 1 l 1-I INSPECTION NOTICE SCHEDULED I I-q- LUr IES,3C J %1 PERMIT NO. 2-C) 1 CO —0120 ( COMPLETED ADDRESS 4t1 0 0«A \ rd -Pay K 4c_ OWNER TELEPHONE NO. (a2--3-Z--i7L1- CONTRACTOR TQ )Co o DESCRIPTION C7 v I (*1-- IQ FOOTING 0 -FINAL 0 SEPTIC FINAL U. Q URED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ 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 r ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO (4 COMMENTS: c LL Lu� C1e 5S' ,re..- 5urVe > CC W for s ��r /0kit _ CC �. r- - !'Kt '--- 40 , ., -- 6 '•r v a e ac rr ,ro t W ‘orterst---oe 4.—,ow— cc CI W ❑ , •RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE It e RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W i ' *- '.4 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN O 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. / ti" White fins opy p actor's File Canary Copy/Site Notice DATE TIME \� CITY OF ORONO CALLED IN //- /6 INSPECTION NOTICE bl��/ SCHEDULED //-i/7/---/-(;, ?() /1' PERMIT NO. 'C'/ /2,/COMPLETED Q /> ADDRESS l// ,0 64gArd / Q/ �C . `/ OWNER Jr ELEPHONE NO -'/ - Z2-17- CONTRACTOR - / ' ' !' DESCRIPTION 10t--e-d d-17 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Ves9QURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL CI ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 1:1 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2• OWNERICONTRACTOR TO MEET YOU: YES NO to COMMENTS: Lr M ------,/34 : LiJ Q. re&v f e-r XPi ,14ee✓i - — _cc.zo cc qk 4—_ p Li,---0 u., ,cc il PrptAi3e erAotVice 5,‹ -7iL- / 3 efeet.s24:x z W z W cc W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN IDSTOP ORDER POSTED.CALL INSPECTOR n CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. `f^-' White Copy/Inspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN VV INSPECTION NOTICE SCHEDULED //-o'a Lb g: PERMIT NO. 43(9/6, -D/X" COMPLETED ADDRESS L44,6 nzki -- A & k__(&(_, OWNER T EPHONE NO.0 ,,?-382,-b* CONTRACTOR '-moi #11P117'4111/ DESCRIPTION �'!1-�jI �✓- 1.,:..441.44.1P, to ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 12 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL 2 ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ty ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL IC Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO • COMMENTS: Fn 4etS4 ids, SU r r / - 6 K ftj o h.4 n ,,7e b cc O /fProD D L�� CC W 6 v, �! ~I!e re-ss "9 , L� -- �CX i . .� 64‘kr, Ca W O; 2 WORK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE CC W0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 9O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY t BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 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 OwnerlContractor on site: Inspector. 9.)w White Copyllnspector's He Canary CopylSlte Notice (3 ,z_____ ,... e cf.,..............,, ' DATE Y'` TIME CITY OF ORONO CALLED IN INSPECTION NATIC,E ,nom/ SCHEDULED /4;27/W7 16)/9"rn PERMIT NO. /L/lc ii !•`" COMPLETED ADDRESS -#(L cD rc ho e--,1, n 'ri' i OWNER TELEPHONE NO. to =3gli / --qk. CONTRACTOR k ort n l iY1 S r /� tbc Ti1\) f'\J-ec f(DESCRIPTION - 4m lu ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL „% Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING777 ///��I CSV vl 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL .I ❑ DEMO-SITE S PTIC INSTALL Z OWNERJCONTRACTOR TO MEET YOU: YES NO Cl COMMENTS: W 4 .........1 ZA)P' if.te" -17712 ji' ,, !4-c-4-6,i, 3 '4-) ,. ) t I ' 'S (4_,.:_ I ' r, l/ cc O I. 6 ,,Cr�l 6 ll pi/ cc e:: I 'in)c' i.,A. i --1 i^e-4- ell-y; C.4 ee e.,eliy It 14 li 1-1/ --' IL CC a• - W il WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W [\CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: -I ' . White Copyllnspector's File Canary Copy/Site Notice ��� TIME C OF ORONO CALLED IN /� INSPECTION TICE D�i//� SCHEDULED [/`7�/7 7.1e6 PERMIT NO. v/ 0(J/ COMPLETED ADDRESS q&O ���to ex OWNERT EPHONE NO /4 - - 6rO2 (7 2t CONTRACTOR ) ----- , i EDESCRIPTION - v` e- W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL l• ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 42 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL ❑ TREE REMOVAL GII Z ❑ RADON SLAB 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 ❑ FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v• ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES__NO 51 .�COMMENTS 1 v 9 4eL6 /1--Pla cc 144 L<dv._ 4.1 . ,22 - - r7 11. ift cc op✓o✓(CIG « i✓145 ble.t, '`5 4.- f�✓kstcs— /} 7..yi /t CP/4.-6ht�1 fer i'%- y,,..49 e✓ 41 -to aii` We c Q *Alit Ct Fe.Zl6 . ,.i//�I rsel aferQ f , 3L vh ' h14.. t'L W P/zl�L�Ja ,lte� Q b 'd - L4- t156 ,*rrt�i �eS= Z0 Pro rttie Igif neL6 e Z rate-.kt 4—C - cao nrysets 0C.1' W P• ebe e-vv1Q. _ �•ir6�4 4 ea// /._. a: /Mt stt‘. .iss`, a✓l tie C 740- �5� GW.— 8 g-zb lef- ,� t fide 4-60 ere Aa W 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE �s CtIL ��' ECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN O 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 Owner!Contractor on site: Inspector: c, - White CopyAnspector's File Canary Copy/Site Notice DATE TIME\/ CITY OF ORONO CALLEDi i>t,',4 INSPECTION NOTICE_ SCHEDULED (We '7 9 Y 2 � PERMIT NO. 0 I -c i ZO I COMPLETED ADDRESS 1(o C> CYC 1'1CL-')C1 P ,t i ld OWNER TELEPHO O. 7 /r3'._I -2 CONTRACTOR /L lir) DESCRIPTION —J k-)..TD Z , W ❑ FOOTING 0 DEMO-FINAL 0 SEP/fIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION _ 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS E+ 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 r ❑ DEMO-SITE 0 S TIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO 2 COMMENTS: Frwl, ("e 4 t4 e179Y've0 - c If,K cc a. - k4 /S- /,rt6 i KS.joj!. i9" 1/s&. o - rfrrrS - e l*€.o c e (( 5,g/4( foss( N. F.%eblv�E. J:f of,-Fre -,rtes- Hexe- sem.- � s 2O ® Pielta..C moo, ,46.- Ro6c-A - eli, 1 6A - W n Q 2 ee,i tce Got s'ErpZ,d 4s - 4-6- //, e.- 5-s s Li' & pre!( vel /45-4e6 Aa,- x,464. f'--f cc + 46-"C-4. Zr ./ 4, ' 61-6-b 6•( O /eL'S'7 elle_ - .ter cc it' 6 -YS` CU Gave/ W pietaRK SATISFACTORY PROCEED ❑ PROJECT COMPLETE CC IQ ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. /iv•-' A White Copyllnspector's File Canary Copy/Site Notice .aT DATE TIME CITY OF ORONO CALLED IN SS-1-11 INSPECTION NOTICE SCHEDULED 1�{�fl'� PERMIT NO.LOt -0 110 I COMPLETED ADDRESS 4h..P Q Itkai t N� je — OWNER TELEPHONE NO. CONTRACTOR -( I J LY-1 sK EDESCRIPTION W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS es ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 46-la-FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL � ❑ DEMO-SITE 0 SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES._NO COMMENTS: foci vet 24 vK I Rise aT FYo n) Q. adv I41r)l � ? 0 /KO Ili - Ue_r,$ 3 S I's ue.c - Uc l 1-1'5,,CCc� G, a_ Ha`^d f'&11 W Q La 17a. ) Gz;Fe r)b Y S urp I re.�v►�►� Zj/-97'0///.71-e /fit Q.0) 5eca1 rep r) z W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ' ,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 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary CopylSite Notice ,45 }--- C(/ _/ TIME V CITY OF ORONO CALLED IN 3/O 1 7 INSPECTION OTI 2�, SCHEDULED �-// -/ 7 /D..M:) PERMIT NO.// L-U/..f j /COMPLETED ADDRESS `- k 0 ( /mit [h r) ? - -- OWNER ' ELEPHONE ' O. ./03 ` g Li-"`iti CONTRACTOR _ P l/1 , I /! �� DESCRIPTION //15 C 41,C. %174"7 W ❑ FOOTING 0 DEMO/FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ 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 .1 ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c/ COMMENTS: ( rion< Fro r-' 9-/0 j hS fcc-bi'0\ Lor» p)e+8 a c i o. 1 ccO Ct O U. W CCQ W Z LL/ W ti WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED N ISSUE CERTIFICATE OF OCCUPANCY OO 0 CORRECT WORK,CALL FOR REINSPECTION \ TEMPORARY CJ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN O 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 OwnerlContractor on site: 'n Inspector. - --,----' 4? ''�' White copynnsp ector's Flle Canary CopylSIte Notice CDO3N4 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE , SCHEDULED I 0 -Ko l') PERMIT NO. i LD -b &1 COMPLETED ADDRESS 0 ©l 121.-) ?Cl IK. leOL- OWNER TELEPHONE NO. CONTRACTOR j I (� E DESCRIPTION r J� ,S -bku L 1- 5L r r St Vr' Si J W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ✓ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL GI Z ❑ RADON SLAB 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL .1 ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNER/CONTRACTOR TO MEET YOU: YES NO vj COMMENTS:tai --- S-C-k- ell C(bill il Q.j o — -Addia. ettiloW-0 Ct 0 W Li,1/P�, rc- 'e C)fi^ er co.-4)474/64p Q 0 7'(k-P Aas , h P_ Qs >lQ.6 `iiAi Ppb i z fito i/Se J nr / 7 rninisg'2I/ One W ec W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CCW 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN CI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. 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Planning &Design c- 5,-.if mumps use GUIDELINES AND LIMITATIONS 9100 Baltimore St NE,Suite 106 QN w THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE Blaine,MN 55449 •fi ''-g raz THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONDI ACTORS AND CLIENTS FOR USE N THE PROCUREMENT OF BUILDING PERMITS f OR PROJECTS WHICH THE LICENSEE IS USING THESE CRAWINGS THE FOUNDATION GUIDELINES ARE TO SE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN Z L'd' AND RDAEC E AE THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW Z k,-.4NOTE: REEmon Dale 060.0 EOE ]6'MIN youNDS ABOVE STEP 'Z4$b I.BASEMENT LOCATIONS SHOWN�__-__ILLI_-_ -.. ILLI ILLI a 3 e DO Nol L CA I.BASEMENT FOUNDATION WALES TEN FOOT OR LESS IN CLEAR HEIGHT I FROM TOP OF FLOOR SLAB TO TOP 1'O r 10'LONG AN HONBED u:<°'....18 OE CONCRETE WALL AT SILL RLATE DEARNGNOT NECESSARI LV BASEMENT CEILING HEIGHTI. FURL HEIGHT GARAGE FROST 04 IC LUN(''ANCHOR WOpp FRAMING gBOVC By OTHCR9 m a STRUCTURE HEIGHT IS NUT TU EXCEED TWO STORES A30VE THE BASEMENT. I WALL WALL N IIOI TO;T-MIN FMBE01 II BOLTS 0'MIN EMBED, O d o,w aAX OR OVERALL BuR.DING IS Assumto TO F ALL WITHIN THE 0 BTRUCIC PLAN RCVIEWTAS NOT BEEN PERFORMED. I E BEAMIIGM FOUNDATION WALL918 PERMITTED.E TKWSOF iNE CODE ASITE 6Y 72'OG MAI.UR ®]TRAP NHORS 5 EXTERIOR LCOPI IBLOTEMAWNAON FOUNB TION WA LS W WALLS. \ EQUIVALENT METAL EQUIVALENT METAL. STRAP ANCHORS --SAILD PLATE TO MATCH FRAME WALL STRAP ANCHORS -------FRAMING R SILL 4. RADE PING AWAY OM N STRUCTURES CON9TMJCTED OF WOOD FLOOR.WOOD ROOF AND WOOD WALLS ONLY NO PRECAST ORi•, ABOVE PLATE BY OTHERS LOOKOUTCIL WALL - IR 5 ---16"MAO FOR A'THICK STEN 6 ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTLPAL j 1 'Rw.1 *1 24'MAX FOR 6 THICK STEM ENGINEERING DOCUMENTS .. j _ 'I S --CONCRETE SLAB-ON-GRADE BY OTHERS U '-- _-_ IT)H x CONT I COLOWEATHER GUIDELINES' 11 - i -'i- FWNOATION - ■ SLOPE GRADE OUAWAY FROM TION\ TOPHORIZONTAL9AN Ai Y • • SLOPE GRATA AWAY FROM ON E TO OBTAIN nlIME MID 1 AEGON RAC EROND CONCRETE EKPLIER CTED CONSTRUCTION CONDITIONS THE EU WHICH AIWLL ` REAR fROSi WALL , -'J -/ A' I REPRESENTATION S11D kTPOTRpN OPTIONAL STEM WALL -�� _ FOUNDATION 1 TOP OF WALL TI EOIMTELY PERFORM UNDER THE EXPECTED . USE OF ADDITIONAL L� j N • NA CEMENT,HIGH EARLY STRENGTH CONCRETE ANNER 4 LACE C1T RECOMMENDED AT 6'MN tHICN CONCRETE -SCEP _ 2.STEP PURPOSESERAPPLY I MMIMUM TEl TO iW W r INROAD HORIZONTAL BAR AI .. TEMPERATURES AND CONDITIONS EXPEL TED LESS THAN TWENTY DEGREES F. POSSIBLE Y NOT 2 DELIVER CONCRETE WARM AND INArIMELY MANNER PLACE CONCRETE EAILYNTNE DAY WHEN • J ONLY 3 DO NOT ADO AED WHENNAL WATER 10 THE CONCRETEEXIST THE USE OF WATER REDUCING AGENTS IS 6'FMINT IICKK.SEE OTHER BOtH TOP a 90T HORIZONTAL B �yF uawL REBARCTGT vATH DOES NOT EED ZEN TAO BE IIRESHEATEO BUT,s TO RE FRF,OF FROST.SNOW,AND ICE DETAILS EOM MORE INFO- -.SEEP 5PACEVATIOR EXTENDEDA O121 04 TO Y45 MATCH sill.PLATE _--. •6'4IN CRP.CONCRETE FOUNDATION 6'MIN MONCIP J .Ili H L1F - RECOMMENDED WORKABILITY CONCERNS NO CONCRETE 15 TO BEPEACEDNT SNOW OR IN EL NG RE• RESENTS 5 BLANKETS DR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24 OF THE WALLS OPTIONAL CONTROL JOINTO BEYOND EACH END Of STEP WALL CONCRETE A 'B IO WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL AT EACH END OF STEP ---_._ '•. FOUNDATION WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DECREES E 1- - ---INSULATION BV OTHERS I ^ _ 1L "THE ABOVE COLD WEATHER GUIDELINES AAE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER N 777 OPTIONAL AT GARAGESI .a3' REQUIREMENTS ARE TC RE HOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE, n SI W 3' HOW BARS -,bi-Q_ C WALLS Fc-0000 PSIa26DAYS TCN'AB(7TTOAL MA%IS-MINEMBED 4"20:DOWELS 'MIN -11•N '1 ,-SLABONGRADE 0 8I n EMBED CENTERED IN WALL W MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER I o CONCRETE FOOTINGS.FT•S000 PSI0 26 DAYS TOR 1000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES i UNITE NT CONCRE`I OR 3A'Of,(SANDY CLAY S011l A WATER AND VAPOR RESISTANCE Al LEASTEOUIVALENTTTO 500D REBARFST TABLE CONCRETE. PLACED TED E V ON BOTH STRIP FOOTING SEE 551 (M 2d O C/CRAY SOILA + A DOWEISARE NOT 46'OC,SAND SOI I 'I N�Qa OO A.Y D-UOWELSW iTOC AGGREGATE: FOOTINGS 11,MAX EO REQUITED FCA YLE ON BOTH T OR _ .,_ 0 �V WALLS RUBS FO .'+IDOWELS MUST BE WETROWEL) I DRILLED AND EPDXY GH(KITEU • EXCEED 0'ALTERNATE I , RE IN FORCING STEEL .-BARSASTM 465fRADE 4D FOR BUNDLED HORIZONTAL BARS • r SIDES IN NOT TO 45-BARS ASTM A615 GRADE 60 12':4 (No6 Ii DETAIL B - HERE N ORCFD CCWCNEI E STRIP EACH SID,. TREATED SILL PLATE SYP ORAD,$20RBE11E11 - - I LOOTING iStE S'S OLE INS FLXi 1344••L2H5LL OR IT MN WIDTH IF ALLOWABLE SOIL HIGH f(OTING MAV BE - n BEARING PRESSURE '500 PSP MINIMUM • 005-01E6 I EXTENDED PROVIDEDI CLAYMAXUNBALANCED BARS ARE PF ACED AS .1 .,I 6' AX UINOACKFLL • GENERAL NOTA SHOWN I- i 1.DO 1401 BACKE LLL BASEMENT WALLSUNHL THE CONCRETE HAS REACHED AMINRRAICOMPRESSIVE CONCRETE STRIP • - STABLE BANK �H. STRENGTH OF 2.253 PSI IN ADDITION DO NOI BACKE ILL UN TIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE F NAL INSTAL LED EL cXM CCNSTADETI]N AT THE TOP AND 80TTOA1 UNI ESS FQOl IN(T :2'MAX SPAN I AOEHJAIE SHONINGIS INSTAL LED AS REQUIRED SHORING IS THE SIDLE RESPONSIBII ITT DF THE of NERAL I - -- 4 CONTRACTOR DETAIL A 2 STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS 3 ...'DEEP BY JI:WIDE BY CONTINUOUS KEYWAYS MAY If USED 114 LIEU OF DOWELS FOR FU I SHORT AND j' ADSL WALLS -.FOUNDATION DETAIL A5rR1PFDOTINGTowuLCENrtHLINESMnYBEcxfsEluPrUr.rWtvFRAMINIMMDE2'aslalP 2 WALL SECTION 3 WALL SECTION c0p1!NG IS TD EXTEND BEYOND DF WALL FACEtIN EACH SIDE 1. SI ' tAn Al FOOTING STEP LCK:ATIWS i- 51 . WAKOUI WALL CONDITION ' SI - LOOKOUT WALL CCWUIIION 5 PROVIDE COO,.RECUIR ED FROST PROTECTION TO THE BOTTOM OP ALL FOOTINGS -- -- 6 SLOPE GRADE DOWN AND AWAY FROIA THE STRIA.TOILE A MINIMUM OF 6'WITHIN THE FIRST TEN FEF T UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED 7 BOTH MATERIALS AND NSTUL U TIN OE DRAIN TILE WATER PROOFING CONTROL JOINTS.f LASHING AND INSULATION ME TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR.UNLESS NOTED OTHERWISE O tl OT RWI WIDTHS SHOWN ARF NOIRE.iBUFNSOUNNOTEDHE NS LESS NOTED OTHERWISE OVT RA.1 WAIL THICKNESS MAY VARY BY IIP TO'';'FROM THAT SHOWN ON THE DRAWINGS T I REINFORCINOPLECEMENTTOL ERANCEISNOT TOEXGEED','.BARS BENGSPLICED ARE TOBEWITHIN?' ..i.. Of CENTERLINE MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND NB BAR 1�1.� DIAMETERS FOR GRADE SC STEEL IPING 15 NOT RLOUIRED PROVIDED THESE TOLERANCES AHE MET 10 PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL EARS AT WALE CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHF RE WITHIN THE NAL I AS LONG AS A 2'NORM IM CLEAR COVER 15 ACHIEVED ON ALL SIDE5 t1 RFWfONCINOMAY 9f.BlNDIFD OPTSAMAXINK)M Of THREE BARS _ WOOD FLOOR 12 DOWELS MAY BE DIALLED AND GROUTED IN PLACE VERTICAL BARS AND DOWELS IXO NOT PILED TO ALIGNI SYSTEM BYOTHERS VERTICAL BARS MAY BE DRILLED AND EMBEDDED S'INTO THE STRIP FOOTING IN LIED OE VOWELS. 2..6 MN SILL PLATE E 17 111E BOND BETWEEN CONCRETE ANO RENFOHCING WILL NOT BE APPRECIABLY R1:DOLED I VERY MINOR FLOORiiip TO SILL W FORM OIL IS PRESENT FOR THE CONI4TIW N CONTMNED W,THIN MESE DRAWINGS '.0.10'LONG ANCHOR Wppp FRAMING ABOVE BY OTHERS CONNECTION SEE 1 R2 t4 SILL PLATES ARE TO SE ANCHORED W LTH A MNIMl1MU TWO ANCHORS PER SILL SECTION ALL SECTIONS BC%.LS LT-AKN ENBFDH _ - ARE TO HAVE AN ANCHOR WITHIN 4 TO 12'OF EACH END AN ANCHOR IS TO RE PLACED AT ALI WALL. fOUV N ENT METAL ,RAMI'WALL ABOVE z*___,rB i "----'-' -"- _ ' "-'.? W 22'O C MAX OR 511 I.PI ATE TO NATION CORNERS AND INTERSECTIONS ON WALLS DORF THAN TWO FEET IN LENGTH WALLS TWO FEET OR LESS IN - ANCNORBOL TS SCF STRAP ANCHORS - — GRADE 60 B6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w Fe=3000 PSI O LENGTH REWMEAM1NRESL OF ONEANCHORREQUIREMENTS FOR STEM WALLS AND BRACED PANELS OPTIONAL SIMlEDOE •,1 WAIT ANCHOR NFO 4LH nP:7„x11..11.7 nxI. SLOPE GRADE AWAY FROM MAY BE IN EXCESSS THESE GDESII SINNER S. AC INCH WASHERS ARE ONLY REIJUIitEV At FULL HEIGHT C[WTRAf(IR 1E10 OF WALE 011 Z'S2 FOUNDA TON WALL.S BUILUNG DESNNER IB TO ACCOMMODATE LOAD PATH FOR ANY VER IC AI LOAD TEMPORARY TOP OF WALE CONCRETE SLAB ON GRADE FOUNDATION - -""-"---'-----'— Y BACKFILL TYPE TRANSFER(WEE A SILLLPL ATE OVERHANGO'ANDITON BRACNOUNTII.BA SEMCNT 4 a M CLEAR HEIGHT BM:KEEL HEIONT IS ANCHOR BOt.TS DAME TFR OR LARGER ARE NOT RELNIIRED TO RE CORROSION PROTFC TED IN SLAB ON GRADE 151/4 PLACE y - EV IAN.CII SEE S'I SEE S]I SAND ISO ESEf f; SANDY CLAY 145 PBFf I, LUV,&;PSE-Ft1 RR�, ACCORDANCE WITH CODE SECTION R3•')3 I EXCEPTION 1. ;KOOKS INTO BASEMENT SLAB Iia •_ FOETNXA rI e" r0' 11- 6 WALLTHICKNESS WAIL SICKNESS 1�1 I: CONCRETE WAIL THICKNESS PA 4� HI F T R R TOINSTALLED PROVIDE RE -- I V i 6.ALL PRE MANUFACTURERS AS ENE BMCCOMECTURSA E BE HB ALLCD INAC(:(MDMCE WITH DU WIRED TOP OF ¢¢ / IO' IY B 1a' 12- THEMANUFACTURERSREQUIREMENTS WALE LATERAL SUPPORT'', AIo 444.40 HIJOKS L8+24-OG.BENZ OR WALE-SEE j { a�YlA,RI AE'f 'FLOOR BL COKING S ONLY REOUIREE Al FULL.HEIGHT FAST F..CXR NON REARING FOUNDATION WAILS I l o .\v pgILLED AND EPDXY O'FICAD TABLE 651 FOR -' B'O' T.6 NONE NONE NONE NONE NOW NONE 'J6' NONE NONE ^ O II CARE 14 TO BE TAKEN DIMING CONCRE IF PLACEMENT TO MaaM1ZE NA)EOLIATE MOR VIJNIAL AND 9 1 in Z DIAGONAL COLD JOINTS AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS W ITIOU7 VERTICAL / 3 0' VERTICAL REBAR IO W= Z D'UR LESS NONE NONE NONE NONE NOTE NONE NONE NONE '• NONE SOS ply codify Tha11h S plan.Aply IXXHTlon a report HEINEORCEMENT ADEOUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS ASR=TED TED. GRADUEL Y.SLOPE a '^ / L� CLEAR2ON OFIZONOL BARE - = Q B,6. I a pall bymPa wderrnrISS Hslpervrsion • 1)E 2 F ONl HORIZONTAL BARS W _- NONE--NONE NONE ]6 - NONE NONE 36' NONE NONE arM Thai 1 am a UUIy L cunFea PLotlHssonal Erg er GRADE AWAY FROM rj z B O.. F -.. BASED ON PLACEMENT CONDITIONS TO ELIMINAtE HONEYCOMBING AND TO ENSURE SUEfICIENf BCNDIIM. -GRANULAR MATE CLEAR WIGHT OF ENO-OR MORE xi VII VO NONE NONE NON, •36 NONE j NONE 36' 1 NONE I NONE BRIM,TM MOUE OT Ne Stare 0 MmnespTa. O SACHIEVED. FOUNDATION PER --- _ 134Nx„ONT HOPIIONTAL BARS --- - -.-- - Icr'I TOP AND BOT TOM OF FOUNOATON WA I LS ME TO BE LATERALLY SUPPORTED PR KOH Tr,BACK FII INC. GENERAL NOTE ,, Ig IU441CONTNUCUS HORIZONTAL O'' '.. Z'0' NONE NONE NONE NONE NOTE • NONE '36' NONE NONE Sirletl. FMCS MEANS AND METHODS OF tArERAI SUPPORT ARF.8Y OTHERS _OAR ST TOP TINT OF WALL H011170NtAl. _ 1 2 CLEAR �, 1121 6 9'OR'"ESS - I t NONE NONE NONE NONE NONE NONE NONE •NONE NONE 45 VE RtICAI.BARS 44 24 O 0--: 4'6 •M' I NON, NONE JB' ''IA NONE 2A 1A' NONE DP:Name NCI HanSOn N CENTERED IN HALL TO AID 44 BAR02A-OC IW' : N.. ILLI ILLI ILLI_ _ - MV 444.1'0'DOWELSON O.0.-.. S.O. - i _ '>6 NONE NONE 76` NONE NONE 2A 24' NONE pale 11-IB Lrense NwMeT A TINE REDUCTION OE'CRACKINO MAXS'MM EMBF01 ---- .-.. _i_.• - _-.-• ." IRAN MDBACKFILIINOISUJ;ES PRIOR FOUNDATION WALL- 9'MIN CIO C(NCHETE CONCRETE IC•9' B'0 NONE NONE NONE+J6' NONE NONE b NONE NON, Zd - INSIDEOP FACE RIGS SI SLAEi-ON GRADE j_�, 6.0"OR LESS NONE , NONE NNONE NONE kNONE • NNONE ONE-1 NONE•.NILE • NONE V O TO TCW OF WALL PINNINT Cr. NONE G { 0 --EW PA 2'RIGID RIDER 11(W ON j yO NADINE NONE V' 44m 21,11.MAXIRAN.4M EDI - SL AB ON GRADE FOR NI.MIN .NOME IF F'I:-40CY1 P51 MAX 15'MN.EMBEDI '...SIREI COTING SEs51CONCRETE 3407 KImar Lana North SIRE.FCXJTING SEE 5 51 INREINFCRCF D CONCRETE STRIP (DROP FOC;FROST A FROST AS F DOTING PER CODE OR BY BUILDING •REQUIRED PER SITE DE STEIN) Pyxa,m MNSSNAIiNI DESIGNER AS AN ALTERNATIVE GUIDE GENERAL STRIP FOOTING SIZE GUIDER USE TABLE SHOWN AT LEFT EQUIVALENT VERTICAL REBAR TO 112 708 3572 DATE. OETA.L ABOVE MAY ONLY BE UTLIIIZED FORA LENGTH OF 15'9' - - - --- 55 W.haTmerN 0PlArar.epe ‘4.44" - - - Snl ONE CTVTF TWD STORY SUBSTITUTION TABLE !R!VW 1 STRUCTURE011 STRUCTURE .MEN' NS®16' N®)IGRADE 601.44 O A'IGRADF AO I _. .._�_ _.. _ — __-___ 6-91-16 KN •20D]PSF 16'WIDE.6.THICK 201 WOE.r NECK MS0Sr-AS024-.ab 15.(GRADE 60-N ND 12-,GRADE AC 6.6-16 KH 20'WIDE r a'THICK 26 WIDE x 6 7-19-16 SITE ADDRESS: S0 PSE r, THICK j 006'0)44101400 601 611.16 NOTE TABLE ABODE ISA GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED By HOME DESIGNER AND IS BASED ON 25 0 El GOR SPANS A 50'0'ROOF SPANS WALL SECTION REBAR TABLE 4 5'L WALL SECTION ' SI t SI+ EXTERIOR UNBALANCED FILL ` SI FUILHE CHIWAL CONDITION CONDITION Cry' Saw.II&bp:_ DRAWN W, KM PEWIET Number. 6001 OOML N0. Date: Janusry 1.2910 S STRAtA 1 9I 2 v 61EET NO. O COPYRIGHT,1ANSON GROUP LLC 2016 I ]I , 0 ig$ Ing FLOOR SYSTEM.TYPE NOTES: D.F.P. Planning&Design N, LL SIZE.AND SPACING TO 06 11 -f100R TO SII I CQVNFCTON AT Y2^O ANCHOR BOLT AND NON-BEARING WALL BLOCKING SPACING FOR FULL HEIGHT WALLS' I. MAIN LEVEL FLOOR SHEATHING TO BE"i"PLVWOOCOSB PLACED IN STAGGERED PATTERN NAILED w O IJt'OX J' W DETERMINED BY OTHERS - EACH MEMBER SEE TABLE BELOW A.IEANATrE OUVER AWE A.wI ! LONG NINA AILS lt'6'0C AT PANELS EDGESS j 2'0C AYD PANELINTERIOR SUPPORTS OF EQUIVALENT 91008altimore St NE,Suite 106 pN W "O ANCHOR BOLTS s.NUT B'�THICK- ()_ --WASHER TO BE COUNTERSUNK NOTES 2. SALT IN BLOCKING ARE TO BE PLACED SUCH TIMI THE WOOD GOES NOT SPL11. Blaine,MN 55449 W o BACKFILL TYPE 1. MAW LEVEL FLOOR SHEATHING TO BE':PLVWDODOSB PLACED IN STAGGERED PATTERN NAILED w 0.131'0A .YO(M SQUARE WASHER SEE SII II FLIISHn TOR OF SII.E PLATE 3_ BIOCKI4G MEMBERS SHOWN MAY BE REPT ACE D WITH PRE MANUFACTURED TRUSS STEL E OR FULL DEPTH MEMBER 826E FOR SPACING IL EMBED MINI 3'LOG NAILS AIG OC ArPANELS ES a rm11'OC.Qr PANEL INTERIOR SUPPORTS CF EO11NA1 ENT v CLEAR HEIGHT OA:JLFILL HEIGHT 2 NAILS M BLOCKING ARE TORE PLACED SUCH THAT THE WOOD DOES NOT SPLIT BLOCKING SUCH ASI JOIST OR LVL DESIGNED FOR•.500 POUND LATERAL COMPRESSIVE LOAD.NAILING SHOWN IS 10 METAL STRAP ANCHORS TO 82 .-SEE FULL.HEKBHr WAL1.SECTION „SEE ST) ISEE 571 SAND SANDY CLAY CLAY 3. BLOCKING MEMBERS SHOOT MAY BE REPLACED WITH PRE MANUFACTURED TRUSS STYLE OR FULL DEPTH BE LSED AT MINIMUM. CO'wm INSTALLED AT MANUFACTURER _1�.:. ONS SI FOR FOUNDATION WALL 130 PSFR) T45 PSFTT) (6O PSFTT) MEMBER BLOCKING SUCH A I•JOIST OR LW DESIGNED FOR 1.SO0 POUND LATERAL COMFRESSIVE LOAD. 4 BLOCKING DOES NOT HAVE TO BE PLACED IN ADJACENT BAYS.IE REOUTIE D USE ADDHIQNAL 244 SPACERS AS ECBOARD OR SPACING ism;sir ZAH SILL MENTS _ 4. BLOCKING DOES NOT HANETO BE PLACED IN ADJACENT BAYS 1P REQUIRED USE ADDITIONAL SPACERS AS SHOWN 1N FIRST SPACE a RIM BOARD OR BRACING I saglbn L ZvB SILL PLATE TO BE USED w' e 0 6 2 Z AB 5 ROLL'S MAY BE INSTALLED IN BLOCKING IF REQUIRED UP TO a-*DIAMETER MAINTAIN]'EDGE DISTANCE Ranson Dale De NAILING SHOWN IS TO BE WED AT MINIMIMI pp P H S MATERIAL BY OTHERS ;3 MAXIMUM OF ri OVERHANG 0 J2 +2 - 60 SHOWN IN FIRST SPACE. /1 m;'�H° 2.6 SILL PLATE MINIMUM-" (MAINTAIN 215 EDGE DISTANCE - -- 5 HOLES MAY INSTALLED I BI OCKING E REOUMF.D UP TOW MDIAMETER,MAINTAIN 3'EDSE DISTANCE �1 ;u SLOPE GRADE AWAY ♦ 60.OA LESS 72• y2• T- - TMECtANICAL IAS REQUIRED) LRCM FOUNDATION TO BOTH CONCRETE AND INSIDE 2 I BY OTHERS Ca(leg OF SILL PLATEN VERTICAL LOAD 6•a• 7r 48' 36' .„--------S. -- NAIL SHEATHING TO BLOCKING ' BY FRAMING IN RS !If SAND BACKFILL TYPE CLAY TRANSFER BY SUPPLIER - -"-- TRUSSWOISTCONNECTION FOR FULL HEIGHT WALLS"^ rOn l LESS it ---^ 7Y -'---- 7T I 1' A -D+310.3•LONG n.llzl0,3,'04"LONG NAILS • CLEAR HEIGHT FLOOR MEMBER B6' JT 36 N' OPTIONAL OPEN SPACE AS SHOWN 1 ! NAILS@,0.C. 11 !SEE 511 SPACING ---_- OR SHNI FOLD HEIGHT BLOCKING So PST FT) )4 ) _-.. BO --.. 12,VHING TLCWGNAILS -FRAMING �, BV OTHERS -- SPSFR 11 6' A A I6CBSF CTI T..O BCM LESS 2• 272. 2- •NAIL SHEATHING TO BLOCI(INC JOIST /�. BY OTTERS R�ii�i 11 • _� t�I' I-RV OTHERS RIM TO SILL ID O' JY 7T a9 • O.1J101TLONG NMlS'@6-OC / s'MIN CLOBIO 0212,13 O. 24.. A AAAA 0 -_. C i I I I I I Irt:t1 y :.-STRUCTURAL RIM BOARDED'OTTERS ' SIDE OE BLOCKING OR TR) 1 3•LONG NAILS EACH "';'O EPDXIED THREADED ROD S-6'EMBED MAY BE VSED AT SPACING SHOWN TYPE D CONNECTOR 60 6' A B C ALTERNATIVE ANCHOR SPACING FOR FULL HEIGHT WALLS"' F TYPE D CONNECTOR • Z x 6 MING SEE 152 '-_--__ 9D' IB.1- A __..- B-__. __.. 0 -... slos,n,n,DX4..I.IHn4.2 11 / 60 BLOCKING SEE I S2 L1101061111911161101111/131 I. 1 1 I(IA .' SILL PLATE z 21• _...A _. C D._. BACKFILL TYPE - , • -FOUNDATIONVJAIL SFE +6' A C 0 CLEAN HEIGHT BACKFILL HFIGH I - ZF 6MIN TRUSSES BY OTHERS ' OTHER SHEETS FOR SAND SANDY CLAY CLAY / (SEE SJI ISEE ST SILL PLATE PROVIDE 1.a MM BLOCKING-- ANCHORS 8 WALL INFO N A 0 0 130 PSF'FTI 145 PSFFT 160 PSE'FT I I I r Ill an '' 4B d4- - 16' ` FOP ANCHORS WALL SEE OTHER SHEETS TOP 8 BOTTOM OF TRUSSES j n.-SLOPE GRADE AWAY - 2A' FOR ANCHORS 8 WALL INFO AS REWIRED TO ACHIEVE B D D -- ---_ __ .__-.._ ..--,_ .�___.. XKSiS BY OTHERS- fJIIILING SHOWN s , FROM FOUNDATION *a 111 80' %0 60 30 18• 1- CONNECTION A (4 0'31'0 J'TDP NAILS AT EACH MEMBER -" - - '--- --- ---"- PROVIDE BLIX:KING - • INSTILL''121 O.IJ t O n a' E O'OR LESS J2 J2' 38' / FOUNDATION GRADE AWAY FROM s, -- -- --"- ----- A3 REOII!REO TO gCMIF.VE M TONG TOE NA l4 LL CONNECTIONS (40 NINON TOP NAILS AT EACH MEMBER 56- 30' IB' It NAILING SHOWN(MIN2 { I fOIINDAT10N zo 1' 10"PLYWOOD OSB ONE SIDE T - - IF REMISE 3 PROVIDE 1.4 WN SPACERS ....32 O'U CONNECTgN C (1)O+Jt'O.J'TOP NAILS\MECHANCAL CLIPS SIMPSON A35 USP MEAT 011 USP IX AT -- SPACE SI BI.OCH TNG FIEIGHT '. R W- EACH MEMBER '- ! e REOUIREO PROVIDE 2.4 MIN TONG NAILS TOP 8 BOTTOM 181.(X;KING SYSRM SHOWN_ A 6 BOTTOM AT MECHANC,AL.UNTIL d NKK_w �.. 80' 36' 20" IS' TO MATCH JOIST DEPTH _.- - OF BL OCNING•w16)C 131 O.3' I SEE 252 FOR SPACING OF Too (2'O,J+'O.J'TOP NAILS\MECHANICAL CLIPS SI1PSpI F WANZ"OR VSP DJD" - --- BE OF LUMBER.I JOIST OFT 1 C,FS IN WHICH BTOCR ING CAN RF �Q � 1'S'OR LESS 72' ]6' 24- EE.S2I OR SPADING OF �F7 CONNTCTCND 0131,2V'0P 3T TOP pi ME HA,C At IPS SOEMBER OTHER MANUFAC I URED BLDG-MING SYSTEM SHOWN SPAGERSUNTILSPACE S INWIIICI I FULL ORI?PLYWOOD.OSB EACH 3'AIIFD,TOC NAZI TO FLOOR MEMBERS S'6" 16' 12" NA MATERIAL A PEACH HEIGHT BLOCKING CAN BE INSTALLED, SIDE OF BLOCKING EACH'S ':2)01310s 3'I ON:I NAILS ZS 'EVIAN/TO RE USED WITH A MIN 1 O SS RIM ANDLOCATED4 INS•CIF EACH BOTTOM BRACE SFt KIST TRUSSES Ill OCRING TO JOISTSH TOE TOE NAR TO FLOOR MEMBERS EACH END '!IC 131013•LONG NAILS 443. FWANIMUST BE IN CONTACTWISHA TRUSS OR A MINIMUM 2.4 CONTINUOUS BOTTOM BRACE MIISI BE IN PIACI 50- 2A' 14' NA NAILS EACH END IOP a BOTTOM ® LnV C' "LIG IS TO Bt APPROpfl Lal ELT SIZED BASED ON MEMBER WIO1H. 10 8 0' 42' 24" I6- '-'MEMBER MUST BE A MINIMUM OF I'WIDE FOR PLACEMENT Of 12;SIMPSON A35F 12,VSA MP,a ---- ---- --- ----- -. _. _ -__ •"'CONNEC DONS ARE CLASS!HED A IO D.ATH U BEING THE SIRONGESr IT IS ACCEPTABLE TO LIST.A 0'.OR TE SS J2' 42' 24" v' 1 . STRONGER CI Ass CLJNNECT ION THAN NOTED IN THE TABLE ARCVF '•APPLIES TO MAB IS.FAI,MAB23F A2'IAASTAS :OEXPANSION ROT T, 6'EMBED. ILLI ','0 SELF-CUT TING ANCHOR BOLT w 4'EMBED.OR SIMPSON FWAZ ANCHOR • • CONNECTION INFO__ Z WALL ANCHOR INFO. • BLOCKING DETAIL BLOCKING DETAIL 1 - -..- S1 TQP JFWALL CONNECTICM TO 311 ANCHIN BIXTACI AL1EgNATNE f 52 GIODR_OISTRXPVDITKy4 32 FLOOR TRUSSC(JNDIi1pN ELOON SYSTEM SPACING -- I LL1 O •= NOTE INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6•Cr OF VENEER TOTES: ligr) 220TH IU INCREASE BY THICKNESS OF VENEER MUT MULTIPLIES ES NUMBER OF STORIES ADD RETRAIN WALLS OR BUl TRESSES IN STOOP AREA AS SHOWN IF OVERALL STOOP CENTER 10 CENTER IN -FRAMG BY OTHERS I WIDTH EXCEEDS DIMENSIONS SHOWN. VE NE ERUR . r ' SICK)P WAILS REQUIRE MINIMLIM16'WIDE 16-DEEP CONCRETE STRIPFFKJTING SLAB ON GRADE YVOQU FlOpq -FLASHING a W000 1.1.1OTHE VENEER OR PROTECTION BY BY OTHERS OTV SL ABRIN GRADE ' OTHERS ERS 9RS ( BY OTHERS . FRAMING EY 3 B EACH WAY MIN fi fL STOOP , _ le 5'WAII --FL OOR FRAM CM OTHER5 {S-3 EACH WAY MARE FLOOR SYSTEM BV DERSOTHEt T SLAB BY BII�CK NI] Z A OR NOT PLACE CiIR0ER5 D HkR3 SLOPE GHADE - I„�•y 6'HK',H MAA. SLOPE GRADE -.�'• 1. dT.BEAMS OVER 13 f"g➢in"WAIT. . ,.r.,AAAA.,`� AY f JM .Yj _ 3y I DESKRLDEOE TE R 5 1- O AWNDATE. ' S6.TEM CK MIN AWAY FTiOM ('P ii DESIGNED FOR 1500 PEI -BASEMENT •1 FEli DAT STEM FVUNDArpN�- - ',...4,, W HIGH AIAX SLOPL GRADE AWAv !11 F4 HOHIlONTAI.0AR5 • `v I THICK MM FROM FOUNDATION • TOP&BOITOMOF ;I a"1 I FOUNDATION ..!. •I FOUNDATION WALL i STEM _Y� i,+ WNO WELL LINTEL EXTEND 24"SEN C _ EXAMPLk,.OHNEH I 11-I -FLOOR T WALL SEE S7 ) OIL SIL OR S5 THICKNESS TO N HORIZONTAL.BARS LAOOER ESCAPE PAST OPENING EACH _ i OR S1 RAs1GHT WALL CONNECTION P♦ �M MATCH SIH. .w•"-SC CENTERED '1' MEANS BY :_4y_-ENODW000 ON STFEI •�u OPIpN3 TVP SEE SIG V • PLATE IN WALES �, OTTERS r OPTION BY OTHERS( -I "� Z A O DETAIL B HIGH GRADE DETAIL LOOKOUT uP^ D �I ' 3 3 s1 Q; PA a 9NA,001111 tM6FK1 FRAMING BY OTTERS 1M 041 HD91 w4LT TOlOU LATUS i1 �1J i BACKFILL BELOW -1'• ,1,.. WALL SEE INTO fWNpATION I' WILL BEYOND J C P.CONCRETE I I,ereU tlHil IN81 INS CORNERS AND MOON . § 5 O Y c y Plan.spurs I I sport --t AL BEYONNIAI BAGS +y •^ -'^ 6 r ADJACENT was prepared by me a Soder my tlu a supervision i IHFFER 1051551 PT ANS FOR 2 and lltailam adult'Lcon6Bd Prole' IEtgln9er • TOP Of WALL \ I THICKNESS& urger lne Wwa or the SINN of IA',roma• W HOR2 BAR FOR ! E%TERMOR SLOOP SIAAS •- I YKIOD MIWR • RE.OVINEMENTSw tl" OPC ,'kT •L E, B'MIN C I P CCNICRETE.•- Si00P AREA WITHCOMPACIED I MAXIMUM WALL Stoned I SYSrEA eY TIP.WALLS) �`� WADI.SEF FOIL HEIGHT THAN ROSMATERAL SIC FULL ` VENEER OR - ` -A VENEER CM- ,_�, SLAB ON GRADE 6"MINCIP CONCRETE .. 1 1 WALL n' TO FROST DEPTH A 1- SEE FULL c s OTHERS c4 vERtICAL BARSLL -PLACE 121 Y4 VERTICAL _ WALL ORCEIN SI ) .{! OINFR9 SLe (OTHERS _ �. f BARS FULL HEIGHT AND " 4r:MINIMIIMI ,•j HEIGHT WALL I PI'n!Name NcX Hanson tg . _ - 1 j SEINTOACJFOR e'MINC P CONCRETE SLAB ON GRADE DY OTHERS I EXAMPLE'"I' REINfOAGMG pale. I 1 18 License Nwnhel'. 46865 O - - GRANULAR 2 BY 6-MIN TH)CK STEM --J MATFRI4 cICI6.0•'WALLc+O'B Cm B'WALLC Z SLOPE GRADE---AWEY OTHERS E - + 8"MIN TnCN CORNER OF WELL 'LOOKOUT WSANOI _.SLAB 113'6'0D,O'WALL +38'R un WALL G+0.5'LQ6'WALL� c �/OYyy I o ' STEM - SEE 55 V ONE ANCHOR w•IN 12.OF IT 6'®8'WALL F•Y OUNDATA3N �r OPENING EACH END H ___4 �, EACH OUTSIDE FROM NOPE GRADE FOUNDAAWAY RION • I'. \ +36'in IT WAGL,13 A-0 l?WALL Ya DOWELSO 36'OC UY4.2'D DOWEL - I S ,1 ` SIE EMBEDDED 42 INTO ' EACH OUTSIDE Y 0 4�11 -s 1 LOWER WALE -- I- .I •' •�.._.S RIP(FOOTING EED EIFILL �- f ICRETI I' l 3401 FOUNDATION Yom•, - EMBED MM EMBED( �,. p 01w o 2 www.han KJmer LUN SI4I -,I4 DOWELSQA CORNER OF WELL 13' Son.4 I INTO LO E014' ItWID STRIP FOOTING MIN- HEIGHT WALL SEC-IRON S-SI N Pl Tel DID MN 55x41 WALL SEE 52 I FOUNDATION WALL .-I INTO LOWER STRIP FOOTING i TN tl8]SO2 DAM CLEAR SEE S6 j WALL ICENTER -OPTIONAL RIGID ^I--+-,-+- i, „" • IN STEMWALLI MSULAIION WIN WINDOW RI QPM^^ 6-29-16 ' WELL AT THE DISCRETION EXAMPLE'2' 3t__,. 6'91"161 31- OF THE BUILDER FOR 616(CFH DETAIL @ LOW GRADE DETAIL @ FROST WALLS ADDITIONAL FRosr '''''T±1. LL i SITE ADDRESS: 6.6--I KH PROTECTION AS REQUIRED T'17.10 SRA 4 NON AEARWI: w LOW GRADE PER SITE DESIGN -- 6-11.16 EXAMPLE'3' s BRICK LEDGE INFO6 WALL SECTION - STOOP INFO r 52 1 31 Al WINDOW WELL LOCATIONS 52 C,13 Slate' LST Lo:_ DRAWN IT KH Project Number. 6001 ^ CONN NO. N Date: January 1.201k S J !161!6 _ VAHIA 2 Al 2 v(.,,. 6N!!T NO. :.COPYRIGHT HANSON GROUP LLC 2016 2 I 11 I .y V 3 PBOJLCT BCOPE FRAMING NOTES 7 a i n DESIGN OF THE MANNOI WDFCE RESISTING SYSTEM.BEAMS AND HEADERS.AND CONCRETE I. ALL BEAMS HEADERS ARE TO BE MINIMUM 42)2.10 LUMBER UNLESS NOTED OTHERWISE. e,IPAD FOOTINGS FOR A SINGLE FAMILY RESIDENCE_CONSTRUCTION IS TORE DONE IN 2. 12)200 MEMBERS SHOWN MAY PE SUBSTITUTED WITH 12)1"A'EVE OR 1315';LA AS REQUIRED. -. ACCORDANCE WITH THESE DRAWINGS STANDARD INDUSTRY PRACTICE.AND THE 3. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT D.F.P. Planning&Design �8�` REQUIREMENTS OF THE CODE. EACH END AND TWO AT INTERMEDIATE SUPPORTS.ALL LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACII END AND THREE AT 9100 Baltimore St NE,Suite 106 NLA QOgSAL NOTES INTERMEDIATE SUPPORTS.3-PLY MEMBERS ARE TO HAVE A NMANA OE THREE BEARING STUDS AT HESE MDOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO HOUSE PLANS PREPARED EACH END UNLESS NOTED OTHERWISE.ADDITIONAL BEARING STUDS ARE NOTREOUIRED FOR LVI. BY DEP PLANNING AND DESIGN FOR MORE INFORMATION. SURSTRI)TED FOR STANDARD SAWN LUMBER.ALL REARING ABOVE IS UNLESS NOTED OTHERWISE Blaine,MN 55449 eil:o 2. THE HANSON GROUPS SCOPE S LIMITED TO THE DESIGN OF THE ITEMS LISTED N THE O/PLANS,TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEAPINGLENGTTI AND SUPPORT 6.6 POST w'STANDARD-- M PROJECT SCOPE ABOVE.DESIGN OF THE REMANINOHOME IS BY OTHERS. REQUIREMENTS. BASE ACAP TVP N 2 3. I T S I HE RESPONSIBILITY OF IRE BUILDER TO PLUVIDE ALL FUTURE fUN OR FIELD A. ALL HEADERS MID BEAMS ARE TO HAVE A MINIMUM OF CNE FULL HEIGHT KING STUD AT EACH END. V 3 2.12 6.6 POST w STANDARD CHANGES TO THE HANSON GROUP FOR REVIEW.PROVIDE FINAL TRUSS LAYOUTS TO TAR EXTERIOR OPENINGS GREATER THAN SIX FEET IN MOTH ARE TO HAVE A MINIMUM OF IWO FULL / BASF 6 CAP THE. �$ HANSON GROUP PfIOR TO CONSTRUCTION. HEIGHT KING STUDS AT EACH END EXCEPT AT TALL WALLS AS NOTED.EXTERIOR OPENINGS ` `� 086crblbn A. ADEOUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE GREATER THAN TEN FEET IN WIDTH ARE 70 HAVE A MINIMUM OF THREE FULL HEIGHT KING m G STUDS AT P3 P3 Rk1aP DMA CONTRACTOR. EACH END.FOR CONTINUOUS BEAM DETERMININGIONS SPAN IN NUMBER OF KING STUDS IS ;3 2.10 J 2.10 - 4 c;^w' 5. CONTRACTOR AND BURGER AHE 10 VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE THE FULL LENGTH OF THE HEADER. - N PROCEEDING WITH WORK.npTIES THE HANSON GROUP OR DEE IF DISCREPANCIES ARISE. S FOR FLUSH HEADERCONORIONS.PROVIDE CUMUUl1VENUMBER O FULL AUGHT STUDS AT EACH A SMPSON HTTS HODOWN LIE Jo;c 6. MEANS AND METHODS DP CONSTRUCTION ARE THE RESPONSIBILITY OE THE END CONSISTING OF REARING ANL)KING STUDS FROM PREVIOUS TWO NOTES. - �Pt ''Pt ANCHOR HALED TO QA w;6 CONTRACTOR. B ALL C(INNECrIONS ARE TO BE MADE WITH ADEQUATE SPAPSON USP OR EQUAL JOIST HANGERS. H - . • DOUBLE STUDS i� CLIPS.POST CAPS.AND POST BASES.CONNECT MULTIPLE MEMBER EVES TOGETHER W Y FOUNDATION NOTES ACCORDANCE WITH MANUFACTURER REOUIREMENTS. 'Y 1312110 -'.:'0 THREADED ROU x NUT A I. DRAIN SLE DAMPFROOFING MID OR WATERPROOFING A INSULATION.AS WELL AS THEIR 1, ALL EXTERIOR WALES ARE TO BE CONSTRUCTED IN ACCORDANCE NTH THF.FOLLOWING CRITERIA. - --- " WASTER AT HOEDOWN END INSTALLATION.ARE TO BE N ACCORDANCE WITH THE CODE. U.N,O..WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.104 WSP AND • 2. BAR SPLICES ARE TO BE LAPPED A MIISIUM OF 48 BAR DIAMETERS.PROVIDE AB' CS.WSP, P3 - . BLOCK THROUGH FLOOR Cill MATCHING HOOK BARS FO ALL HORIZONTAL RAHS AT WALL CORERS AND A. ABA STATS SPACED @ 16 06. CONSTRICT - 12)2112 .(C. SYSTEM BE LON STUDS INTERSECTIONS. SHOWNALI AS G O FASTENED TO HOEDOWN B. WALLSAND17G:]-6MN,STRUCTURAL PANEL SHEATHING w Id NAILS VA 4-O.0 AT PANEL .0 EDGES AND 170.C.AT INTE E RTS OR I'':16 GAUGE STAPLES @3"6-SPACING. SHOWN IN A82 .D S'".9in A I SREOG MATERIALS B ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. .n GLULAM CONCRETE FOOTINGS: Et.5.006 PSI 428 DAYSIOR ASW PSI WITH AN APPROVED U.N.O. 5- F2 Ft FI PO R,OO SIOPSOJ TEEN HD ADMIXTURE THAT PROVIDES A WATER AND VAPOR A. Zs/OR 24 STUDS SPACED 0 I6'O.G. n ( F1-�IRT 27..1 yt_1 Tr TA ROD COUPLER w.B' - - - RESISTANCEATLEASTEGLI'TALENT TO SHIP PSI CCBICACrE U WALL SHEATVHNG:::'MN.GYPSUM SHEATHING FASTENED TO FRAMING NU COZIER NAI.S DT =i .{_j u tJ -r' EMBED INTO CONCRETE PLANS SHOWN LIGHTNBACNGROUND ARE.FOR REINFORCING STEEL: ASTM A6'S GRADE GG 8'0.C.MAIL CR TYPE SW WALLBOARD SCREWS Is'0.C.MAX.I.':MINIMUM STUD ��I I312XA--' �-0 I LOCATION REFERENCE ONLY,PLAN NOTES ARO ALLOWABLE SOL PENETRATION) S: )'a . D BEARING AIi F2 ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY BEARING PRESSURE: 20W PSI(ASSUMED) 9. AVE FLOORS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH TIE FOLLOWING CRITERIA, P3 a STUCS gIA 1212X10 r� . -FASTEN DODBEE STUDS w I SUPPORT THE HANSON GP011P5 HENRYS Q STRUCTURAL STEEL: ANGLES MSC•ASTM A261E3.35 K51{ A. FLOOR FRAMING SP AC FD AT A MAXIIIM OF 24'Or. ',.2 ?U zIN y' "'�• ° A STAR TI SAM ABOVE TO 2LJ PIPES-ASrMA53 Gr.B1Fy.ASNSR S. FLOOR SHEATHING:'I)STRUCTURAL PANELSITE ATI TING w BA NAILS 4,G"O.C.AT PANEL EDGES a S''F9YA' ' F u �-- FOUNDATION AS SHOWN ABOVE 1.2 W SECTIONS•ASTM A9921Fy•50 KM) AND 12'0.C.AT INTERMEDIATE SUPPORTS. D GLUCAN '( '-6X6 POST Nw 141,yj WALL STUDS ID OR NESS,: SPE STUD GRADE OR BETTER TM ALL ROOFS ARE TO BE IN CONSTRUCTED N ACCORDANCE WIT.DIE FOLLOWING CRITERIA u,0 - WALL STUDS.OVER TEL SPE 502 GRADE OR BETTER A. ROOF FNALING SPACED AT A MAXIMUM OF 24-0.C, n A' b DIMENSIONALLIIMREF 4 SPE NO.2 ORATE OR BETTER I FASTEN ALL ROOF FRAMING TO TOP PLATES WITH LISP Rh)OR SMPSON H2.S CENTS OR nIN r TREATED COMBER: SYR NO.2 GRADE OR BETTER OR L.M. EQUIVALENT AND t 3181 TOENAILS. (VIA 1'4"WIDTH-1,9E OR BETTER C ROOF SHEATHING.' STRUCTURAL PANEL SHEATHING w•ANI NAILS @,C1.47.AT PANEL EDGES C LSL STUDS: wen,-..3E OR BETTER AND 12-O.C.AT INTERMEDIATE SUPPORTS OR I'2:16 GAUGE STAPLES @ 3-B'SPACING. a ESE BEAMS ,.WIOILI. SSE UH METIER 1I. THE SCREEN PORCH AND COVERED PORCHES ARE CONSIDERED OPEN NON-ESSENCIAL P2 (4)2,4 5.-C d A 56005 CI 0 P '.AE OR R N � I L' j SI. PETITE THE HOME. PH THAT ARE DE R EOJ0E0 UP TINE CONNECTIONS OF RMIINC. N:SYSTEM _ .t .� O GLILAM' 26F VI THE HOME.PROVIDE CODE REQJNEO UPLIFt CONNEGiION50F TO THE FRAMING. G THIS END ii P1 P1 ,- o 12. ALL REARING POINTOF POST LOADS ARE TO AE BLOCKED SO ID TO THE F04 INDATEtN. ^! _ V-yK 12)WIT IJ12.IJ ER 1.6. �. tII2110 X2121)0 I CONCRETE PAD FOOTING SCHEDULE c0 g 13. STEEL COLUMN TOP AND BOTTOM PLATES(4.20 MPSI ARE BY THE MANUFACTLMF0. e a ROOF LIVE LOAD: ]S PSF;SNVWI 11.BrfEI.DENTIS ARE i011A'OS011[llO'PLATE FASTENED W1TH'.'C1NM.TERRASE STAGGERED `- 1 "REINFORCEMENT EACH WAY o RQXIF DEAD E GAD: 2oPSE EACH sir*14 WEB AT 48"ON CENTER MAX.THK;KE SS OF THE PI ATE TO RE BASED ON HANGER P2 `-P2 P2 P2 ` P2 PI I MARK FOOTING SIZE 1 NFOR ES FLOOR LIVE IOAD- TO PSF REQUIREMENTS.WIDTH TO MATCH BEAM.ALTERNATIVELY.CONTRACTOR MAY WELD WINGERS TO I r 1 - - f1.0011 DEAD LOAD: IS PSF STEEL TOP FLANGE N AC CONDANUE WITH HANGER MANUFACTURER REQUIREMENTS.BEAM iV'P FI if aO-.Y-0••6' NNE • WIND TOAD: 6V MINI EXP.IT FLANGE TO BE BRACED LATERALLY BY FLCKNI SYSTEM ORBLOC KING SA.EDAPAN'0.C.MAX. 'I F2 2fi.2J{' B @ 1'0.C. u. IS IFFRAMWOS TORE FASTENED TO STEEL REAM WITH FACE MOINT•1ANGERS PROVDERLOX'MNO CORES TIGHT BETWEEN ST EEL BEAM TCP AND ROT TOM FLANGES FAST EEO TO Wf B w'%ROI IS O A6'o f:. I‘ 6.6 ROST w STANDARD LOCATE RE N ERIEMENT 3 FROM THE ROT TOM)F )OTEAG ''EIS MINNESOTA RESIDENTIAL CODE MAN, BASE 8 CAP TVP.REFERENCE PLAN IG CUT PSL POSTS TO FIT.DO NOT BLOCK WIT II WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. I FASTEN STEEL REAMS TO PSI PORTS (I .U'STRUCTURAL W(XJD SCREWS,Al BOTTOM.PSL ( SI LOWER LEVEL DIANE PLAN SHOWN CONCRETE PIER FOOTING SCHEDULE TO BEAR INECTL Y ONCONCRE T E.IF i IN THE A TED WRAP ROI TOM w'ME 1.011•01141F, FOR I.()CATIONHTrCRCNCE ONLY MANN CONCRETE PIER SIZE 11, VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. - _.... 16. ALL STAG PLIES IN BUILT IIP COLUMNS AND AT INTERMEDIATE STUD FR AMNO TO BE FASTENED TO PLAN NOTE11 P) 18'O OR LARGER EX TE RGR SHEATIINO(I l2'S,G MAX:CYP BOARD AF 16'GC.MAX..FASTENERS PER C,CIDE. •ALE BEAMS AND HEADERS NOT SPECIND ARE TO BE MN.42)1.10 OR AN 1.41. AIL OTHER FASTENERS TO RE IN ACCORDANCE CODE.TART ER6Da 1111. ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES. P2 I400EI LARGER BELLED OUT T024.0 Al TIE BASE •Sfr FRAMING NOTES FOR PRAM AND HEADER SUPPORT RE0111RF,MfhT$. P3 MOOR LARGER BET,ED ODT 1030.0 AT THE BASE +I FA'FROST COVER RECOMMENDED FOP UNHEATED AREAS )NMN.LENf,THI.. (a 1-1-",-"-.-.-.."-.5-.1 NOIC,ATES EXTERIOR BRACED mkt PANEL.w SI IEATHNO ON EXTERIOR FACE N ACCORDANCE A.FRAMWC NOTE], I . 6.6 POST w.STANDARD LL..) PROVIDE INCREASED FASTEMNF.R EO;IREMFN TS AS SIK)WN BELOW. ' BASE A CAP TYP• 1.441.IENSTHI r6.G POST STARE/MID ....i INDICATES INTERIOR BRACED WAIL PANEL w GYRE.).41.4 SEATHIN(GROTH PACES WITH EITHER FASTENER ern,.,ISTF0 IN 1 X)1202 wO FRAMING NOTE I SPACED AT 2'0.0,PROVIDE INCREASED FASTENyN REOIREMFNTS AS SHOWN BELOW. BASE I CAP I VP, / -FROVIOE CONNECTIONS SHOWN I 1-INDICATES ENGININ FF RED WO RFVSTINO El EXTENTS TO RF CONSTRUCTED AS SIT,SHOWN TDETAIL SHEETS. . 13 2.0 f 131210 EON BRACED WALL PANELS ALONGn _ INDICATED PORTpN OF WALL REPRESENTS ROOF TRUSSES H CONTINUOUS FASTENED TO PLATES II211 i LVL -` ,GNTINU?US (Ba-c) I • IBI TI (2 R602.IV1231 w..JI Nd llIE AL A ROOF TRUSS FLAT 2.6 Au 2A U.C. rrr��� ..•F © A _ {i SMPSON 1126 CLIP CONSTRUCT _ I .. _ !21 d LEL '1 FASTENED TO MN.13)PIRBRACED I SEARWAII AS I 1 I AME 24.1.X • � WAl PANEL NA ROI-ANA PLATES TI i SNOWNNA52 AROUND E SPINS TOENNL53F 1 I I I 'S_ PFTWECN TRUSS 3,• BETWEEN ROOF 1 I 1 _ O4 \\\\y Z TRUSSES NAILED 6 G.C. TRUSSES I 1RIESS BIUPPLLII TO UESGN I SAME S FATHINO r' FLOOR GIRDER TO SUPPORT I O 0 • t0 RIP R ArFsw AND FWAEL REGIS '3198 NARG EACH • ,. +_ _ HOOF GIEOCIt ABOVE I I 1• 10 tA'lVL ♦/ W E BELOW NML DOTI GAA L..._-_ - I I - 'ONHFPIAfPT '• PLATE IQ I I I I -- 1 v ADF SUITE DEPTH DHFR TRUSS O-)......4 1 STEPSON r, I 1 1 B U �.Fw. 2 MFMRFRI NrW.WTTOM .1 SNAILS NLS G- A,1' X I I I I. 2 317.64000:-: - I I I(e)2.101 Lr.� PLATE i0 RIBBOMr N EVER 9 FRAAINCG I I _ - r1 SCREWS OP'60.. .S)1HU TRUSS w' BRANEU- FASTENS DO BEM/ 44 '31180 NABS •� WAIL PANEL. I+1 ♦NG1E11212X10 N 4. i •L NSTALLEON ' '• S'S7FEl PIPE COLUMN- f Cr� •C` EVERY 5• '.�, EACH END n J'-Af,TIJALIGD.' \ �• SMPSON MS1C2 BTT RAP /� •� ADDITION TO VIALS' - 1 UPPER LEVEL VIALSR0oF NAL EACH TRUSS , '-NAL LADDER tlRAL,ED WALL UONNECIKJN A :•E 'U? O TRUSS REARING TO TO PLATES.v. TRUSS TU TOP .ROOF TRUSSES) _ 1 I - - DASVFDOT LIMES Ilxr¢b IAYII TION AT ' :. "' 131 16 L E n.AA 1 r Y d N3rcMceBOn a rwpOH IW 1 N[ICA1F f.A wLA pr rWIby dr m 089TH 10.TE6 Y.60 ' 44 6PX Y )p6rMEbn WALl50NLv1 131 BC TOENAILS W10T Lvl. .:It IJ{il'i.'LVL J. . iRUBSLS BY i NAlS@0'(I.C, FLUGH ' APA ry1 itlam30,1y.1 Seo Rro19651IA. E,I�Iwer yTRUSSES X R_ - - M-FTl -- i/' SUPPLIER TYP, LPrII:T INtl IJW80111 ,Nall 0lMhnARA1B. EXTERIOR BEAR NG QUAL EXTERIOR NON-BEARING WALL I r �X CONSTRUCT- r1SFTl A q.Fl) ,,..-$,1 4'1' IS)tA'lVL �- / iL SNFPAWIS AS �� N 9 StRock "4"- ✓f� rf 2.4 BLOCKING I SHOWN N 3 S2 ry / i 1219:LVL I I 51 Fo. 12)ZX10 12)212 INUSS S1vPL1EN TU PHOv NE BETWEEN PROVIDE TRUSS SAI G.+JILS f, // i IZ1 Y;'LVL - FOR ATTACIIMENTII NIGH DIRECTLY IN LINE I & / ,r / / .5 PIIII Name: RYOn Mach TRUSSES NAI ED �' •3'RAUB {p}�' �,, 1 1 CAPACITY ANGLED rIANfCR TO TOP PL RTES 3, .E BRA(,GWALL RIE J � / _. 13I tl0 NALS LACE, H - PANEL FASTENED 6RAGED 11 I / i + 3 X 0 TO PLATES.Bp WALL PANEL • 1 X 131202 1512.12 I 32.12 I II: / Dala b9•i6 tE:ence Nurrd,er: A6673 O TOENM.S@6'�C. LTPA I r l l 13)ht2 ,012.12 Te,AC Oz ;'.� FLAT 2.6132A'O0, FRAMING Bab POST w STANDARD I O • �,I �IAN.IX)PER BRACED EACH ENO /I BASE 6CAP TYP, �yO WAS. ANt1.l RIE POST w STANDARD - • V- -NAIL BOTTOM PLATE NAL BOMB/PLATE FLAT 2.6 @ 2,O.,-4 SMPSON RASE A CAP TYP, _ , .1 TO&OCKNGw 13) r, ' TO BLOCYJNGw:3) '611V.II)PER BRACED •1 ITPA 7 • tAL NAILS EVERY 16' 160 VIALS EVERY IB" WALE PANELI I FIUMNG .�- = I 'PLATE4:4. VS SMIAA PROVIDE FAIL DEPTH 16- __ BRACED ,,E.V.H FRO ''CSC 6 OA]'Nlmev Ls,e Npr11, ._-PROVIDE TRUSS WALL PANEL SIPRUP MN 55AAI 1. BLOCKING BETWEEN y • OATS q T • ISP PLATES TO - DIRECTLY IN LIRE I ( I, 1 a^'....r 0-fb-10 TDP PLATESw3180 • HIO IJI'O i' , TN 51 a.]O,YT512 NAILS EACH PANEL R ASTL ED T NAILS I PCYiTALFRAME AS CONSTRuCT - 1 rW ..m B-II-IO ICM iO PLATES w'60 NAL EACH TRIIS510 ONAL_@ 6-CLG SHOWN W 2'51 IYMIe CM FLOOR • 70P PLATE re ia1M1 7-IYIf ' TRUSSES X I DENALS BRACED CONNECTION Mulheran Residence 4-It la .MERI[7R REARING WALL_ INTERIOR NON-BEARING WAIL.- _ _.._.__ _. IFLOOR TRUSSES 460 Orchard Road J'_ISTS'TR_ISSESBLOCKING'ABOVE AND TO JOS TS TRUSSES BLOCKNGBELOW.THESE PANELS ARE NOT ALTERNATIVE CONNECTIONS TO BE 2 REFERENCE PLAN Orono,MN SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE TO DETAILS SHOWN ABOVE AAE NFOE SSAWIY REQUIRES TO ALIGN EDT MAY DEPENDING ON PIAN LAYOUT, USED WHEN BRACED WALL PANEL \ SI MAN IEVFL HOUSE MAN SHOWN TOES NOT ALIGN WITH FRAMING, RAt. FOR LUGAIIC111151 Pl NIDE ONLY DRAWN WI THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE MAW WINUFORCE RESISTING SYSTEM FOR TIE ENTIRE RESIDENTIAL STRUCTURE QLANNDTEla KM TV IE LOCATION AND LENGTH CO CACI)BRACED WALL PANEL AND ENGINEERED WN0 RESSINC ELEMENT THAT S REQUIRED FOR TE HANSON ••ALL BEAMS AND HEADERS NOT SPECIFIED ARE TO BE MN.)212A10 OR AN PIg6L1 Nun 5.1' B'IC 00�N6 DROOP 5 DESIGN IS SHOWN ON IRE STRUCIURAL CRAWR+GB,BALLS NOT SRECIFICALV LAME ED ON THE PLANS MAY BE STANDARD FRAMING. ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NCTES• DaN: AWu614. (/•�` _i •SEE ERMINE NOTES RN BEAM AND HEADER SUPPORT REOLIREMEN I S. 2212. S3 1116120 ._._-_._-.__ ._ ____.._. ._-.._ ___,__..-.. -._._._.- ._.._.._______.__. _.-__--. 1 E COPYRIGHT HANSON GROUP.LLC 2016 53 1 I' I 0 it D.F.P. Planning&Design yNy,�' " 9100 Baltimore St NE,Suite 106 pN"' Blaine,MN 55449 .dL U FASTEN FRAMING ABOVE AS-_- a SHOWN FOR ORACF D WNL PANELS H.1 G i _I 1 1- i -i g`' Revision Date Davtrlptlon /� � PROVIDE DOABLE STUDS AT- � m36 EACH ENO OF SHEARWALI BEAU USE BEARING KIND I 1 ���m'r STUDS AS REG'TT) lI (FFTI 11-E F) ISET) HATE,HES AREA INDICATES:,j OR - ILI TRICKER PLYWOOD-OSA EXTERIOR . III SHEATHING FASTENEDT TUDS w' � --f- SHE I G 1 _ 1 Q t - Be NALS VP 7'0.C.AT PANEL EDGES II 1 ; R' S e 12'0.C,AT NT ERROR sUPPORTC FASTEN FRAMING BKA ABOVE A$ Q 1 ; _ _8 TYPICAL 2.6 STUDS LE.+G'O.C. .._.-_ i_ ' _r+ it1 SHOWN FOR BRACED WAIL PANFIS 1 I 1 T DASH-OCT UNES tcB 1 INDICATE GIRDER 1 I I, I ' PLANS SHOWN LIGHT N BACKG ROL ND ARE FOR SUPPORT OF CHIMNEY-- 1 1 ?BUSSES BY �4-Fl) r4•FTI PROVIDE DOUBLE STUDS AT LOCATION REFERENCE ONLY.PLAN NOTES AND w TBN CUT STONE By - I I/ SUPPLIER TYR.. © A» • r FASTEN BOTTOM PIAT=... �� 11, EACH END OF SHEARWALL ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY TRUSS SUPPLER w i x 0 w 1111 TA NAILS EVERY IC Io �I j I I'. MAY USE PEAFWGNTNG 1 SUPPORT THE HANSCNJ GRCLiPY DESIGN J< i41 1 ; I I STUDS AS REfy01 w.0 I r ;. IIII 1 1 N 1 E, u�1 1 I _SHPSCM)NICE BOEDOWN ANCHOR �.• TRICKER P055 INDICATES OSBEE XTEFA7R O S I I YdPSON MS TCS2 STRAP CONNECTION I I NAILED TO WIIBLE SILOS - -_- - .- .-- H SHEATHING EAL O.C.FASTENED TO STUD ES ' © TO HEADER BELOW(PROVIDE 2w �I I BELOW STUDS FASTENED TO W NAILS h 4'UAT PANEL EDGES �Yjj'' .4-FT) I BACKNGN FLOOR SPACE AS REG DI I - .V TWASHHREADED ROD w.NUTd 6(012 O C.A'INTERIOR SIIVPOR TS J V u^,' �. r ...I._.. _ BLOCKTTDOR AT FA OWNEND (, aN � 1 1 M 13-F71 ---.. 4FTI I4F T!m BLDG iNROVGH FLOOR SYSTEM _ _ TYPICAL 2 rS STUDS CT T E'O.C, � . . "' �- IIOLDOWNS AS REO D ,O 1, 1 NQ<g `' PROVIDE TOP OF WALL I II ''.091UPSON MEN Al RCX)ECAIFICR ® V CONNCCTI(1N5 SI TOB roil - 1 1. W A EMBED INTO CONCRETE FASTEN ROTTW%.ATF. BRACED WALL PANELS ALONG 1 I 11 w.jJl llil NABS EVERY t6' INUIG AT ED PONTION LK WALL I 4I I ,I ;1 4 SNI' 'O THREADED ROD w'NUT d _ '414 R.- - -_. I BONNIE " l�.i... II 1 —SIMPSONMSTC52 STRAPS CENI[RED 11'{ ' i NAILEDRFTTO DOWNA STUDS _ FOR ALLEVEL REFERENCE ONLY WADLIEA ATT HOEDOWN ANCHOR VOA 11 I REFERENCE PLAN °s� vN�eAovuiz,o LOCATE/NS Gi 52 UPPER LEVEL HOUSE PLAN SHOWN END "{jt 1�1 1,1 t: `� FLOOR SPACE AS NEU UI PLAN NOTES ) -- BLOCK TIIR(HIGII FLOOR SYSTEM LASTLY FRAMING ABOVE AS ' .ALL BEAMS AND HEADERS NOT SPECIFIED ARE IS/BE MN,12,2,10 OR AN S FRAMING DETAIL HCL[bWNS AS REOD ISHOWN FOR BRACED WALL PANELS C� BELOW STUDS FASTENED TO 1 ALLOWABLE SUBSTITUTE LISTED IN THE FRAMNL:NOTES. n 1 Ii r. • •SEE FRAMING NOTES GOR BEAM MU HEADER SUPPORT REOIJNEMENTS NOTE `;O SIMPSONTRF N HD ROD COUPLER I I NFO APPLIES SYMMFTRICALI Y ACROSS A.e'[MITER INT()LONCFTEIL 1 I TETAB.UNLESS NOTED OTHERWISE. I ' HATCHED AREA INDICATESOR T , DOCKER PI FASTE.OST1 ESIOUSR I 1 SHEA TT f AS T(NEU TO S TOPS w ly rt so NAIL 5W 4"D.C.AT PANEL EDGES 1. 60 TM(cc.AT N/ENKA STIP,INTS PROVIDE DOUBLE St UDS AT 0 EACH END OF SHEARWALL LARGE HATCH AREA INDICATES',:OR THICKER SIMPSON NITS HCL DOWN I STI USE KILOS KIND T PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR I. AIN;IKIR AT LOCATIONS SHOWN STII05 AS REODI �j� SIDE OF STUDS w STANDARD n'T'NAB IND NAIL[-D TO DOUBLE STUDS w� I PVI :15.12'LONG SIMPSON TREN ` /JCONCRETE —TYINCAL P.65TI05 w t6+0.f,. LCNGTI OF CONTWI lIOL51EADER HD Sc.REW�v ANGIpq N TU SHOWNZ , FASTEN AMING ABOVE AS OR BRAT:ED IL ' 41 Z , •. •.' , 2 t VIRG'•)NTINVWS11EnU[R PANELS I 1 I 1 • W ON 'I r 11 rI (. .,r .. CONCRETE O NDAMN r ' "5/CATIONS TS HOEDOWN AN"H LO AT - 1 1 SNPSONTREN VII f,RF(i45 AIIV N O • 33 Li I - ERS TEN EPIC.STUDLO HEADER w' Fq)NDAII(]N WELL BELOW • ROWSNAP .f eTHet I 711 i yy ►1 FRAMING DETAIL U •d R- NAA:HE I'MINGGo. .HEADSRw80 SIMPSON MSTCA)STRAP ON INSIDE FACEI I� S.' I POSI�•)STnLLKS HCL.LA WS OPTION O` OF WALL;PROS SPACER TO FLUSH call Thal This E" NAxs6G 1"cic.En WAY rvP. FRAMING DETAIL Q SLAT 1TEADEK TO WALI.STUD THICKNESS, I •BRACED WAIL PANEL ---) - 1 hereby plan. sd8on or report 82 SI ACKED S EARWALLS y � FASTEN TOP PLATE TO HEADER w 12j was prePereLt by me or Tiede;my dkett 9.EAerv161pn IN T.6 SCA ROWS)fa SINKER NAB S W TOC IN RG STIrTab FIAT- NOTE HEdrM lDdlldmddJy Licensed 'A Professional EngYN3er ' 1411-MT STUD AT END O Of HE APER i -FASTEN BOTTOM PLATE TO Esc()APPLIES SYMMETRIC.i A.POSP Wider the laws Of theState 101 Mlnnesola. I,FNTffl Of WAL.I HEIGHT AS REO-D Sol SM1ALL HATCH AREA OR INDICATES TONG A , RIBBON AILBRACE TRUSS w DETAK UNLESS NOTED OTH[RN15E. :/ /y - LL.A'F PANEL ICMNT WELKIN 1•G FRp6A I 131 ly)NAILS EVERY 16-U.C. Signed: •✓1'r•- / 1�1 OSEI H 1NAIL FLOOR SFIFATI1ING TO I • BLOCKING REQUIRED AT SHEATHING JCRs TI BIOCKNO w So N WS A:6'O.C. ,�♦♦ APPLIED TO EXTFFILIR SIDE OF SILOS V is ;21 hf.BEARING ST, (NAIL SHEATHING AROUND PET/NETER wI/N''1 : PIInI Nome Raab Milch �.•00 _ �yJl 1 Oat., 8.916 License N,.nbe•: 46673 :2)ROWS BU NAILS 60 YO.C.STAGGERED T. , ., Z il F Tf TO PLATES'BIOCMNG@3'O.C.I 1 - - F:111 1 QII ' ;IITrt 111)05TENDP)IFBDEK II1 , �01 HEtC.ISTUDS ATEND OFHFApER i BIMPSON STHOt4 EM8CDD[D HOD WN j CANTILEVERED FLOOR �Q'1 I •312LE BLAWIC STUDS FOR ANCI10R5 ATLOCATIONS SIIOSNN IRE FER I `� Tql ISc RY SAPPIER _jl 1', NEIGI-BORI00 HEAUER TO S:S2 FUR AN ALTERNATIVE OPTI(NI r 1 _. —2.BlOCNIJG BF 10 EN li "' ) -' I -' TRUSSES RIPPED TO FIT DEPTH A IMO B6ti FOUNDATION WALL BELOW Ginn--MR 5 -- '1- --" &AS'0.C.to SIMPSONA?S CAP `` - i T IO BEAM TOP PLATE 054 SLOE .340:NITcr Lex Noll, Y w U)i50 + ANO TYPICAL FLOOR S.INA E- -- - 'r'O ANCHOR FK]I.I IT'MH EMBED) FASTEN BOTTOM `.. BICCKJNO BETWEEN TRUSSES AS FOLLOWS:- w'2'.2'. 'PT.ATE WASHER NABS EVERY I4'U.C. . EEINGLAT BETWEE0TRUS E B B r I SHEATHING FASTENING I>,ymann.MN 55+41 - �T� FHAMEWALL.BRACED-.' `;'PLYWOOD SHEET NAILED TC)2.A's re - ,._.2 r BEARING PLATE TAGt1-Tn8.35T2 �^,.'' 6.1016 WALL PANEL BELOW • (BI BP NABS TOP 6 BOTTOM FASTENED TO BEAM FLANGE 1r�raMnfO•M7rOYDnAV'Om RIFB11 • CIRCULAR HOLE UP TO 613 4.1505 BE CUT r'0 BOLTS 6T aa'O.C. rA-I6KN r w '' t'•e'A 1o'a't 1 1'-'�:: INTO CENTER OF PLYWOOD - STAGGERED ON EA.SIDE 6-6.16 KN �______ 7-10-16 - S1EE I.BEAM-SEE PLANS 6.11-16 Mulheran Residence FRAMING DETAIL 7, FRAMING DETAIL 460 Orchard Road I 52 (IARAGEFRONT PORTAL FRAME 4 SECTION _ r 52 STEEL BEAM PARALLEL a FLDOR Orono,MN NOTE 1 52 AI BARGED WALL PANELS ABOVE SYSTEM LATERAL(TRACING TYP. NFO APPLIES SVMIAETRIGALLY ACROSS -- DETAIL.UM,FSS NOTED OTHERWISE. CANTILEVERED GLLbR FRAMING SIM.AT I.As NOTSHEATH BRACED BY SHEATHING NOTE SECTION ONLY APPLES WHEN TRBF[O ALAR PANELS ARE LOCATED ABOVE FLOOR DRAWN WI CANTILEVER.SEE PLAN IDR APPLICA*LITV. KM Project Mamba, E 42,Z �'1 �1 66161 NO. Date: ANatSt 9.201k \4 210116 II Sheets: 2 el 2 V !TTNO. b COPYRIGHT HANSON GROUP.LLC 20.4 ''^�� 4 It Gb O I i' ,...ORCHARD PARK ROAD -� %,a /------------ -- ----N 00° 18' 02" W 281 .85--------------- — / _ /X4.55 _.... 72.42Ill 1/ b; I/ 0 94.8I \ MR, \\" 7 / L '\---`' -- !�, ' '— -- N \\ c5;?cin \N 1 J._____ 7_____0, A- 1,' C \ , ( \k% ,... q)---- — ---- ) R. ... \ \ ,, / , \ ,.... ( 1\ —�z I / ,mq,__________,,„,,,,\, . \ _ 1 \ I �I /w2 — ��,0 i , i ~\ 1 \ /g� � ' P6 T \ / +a., \ \ \ I 111.5/0 / //'' ' / ,.-------- .„...- ----1-- • o1•D.311\ 1, �c. / 6 / I 0z 1 0 / m\ - ...IZ iv— .......ii I \\ / ti6 --z pi/ 4o i / � 1 I / ....... / /%� I o / � / p�� / 1 �'y\\ \ / / ..... / // I 1 1 / / / /1 "' �( ' / // / 1 j // s / I to m l / / / ç2/ -- l ! 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' /� D \ \ 96, I 46_00 �, F r It \ \ \ 11\( \ ‘' �\ - \ \ 99d \� \ 1 O\\ IU , 1/ Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant 01 CC: Street File Date: November 6, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2016-01201 pertaining to 460 Orchard Park Road is complete. Please refund $10,000 to the property owner, Patrick & Melissa Mulheran. Mail to: Patrick& Melissa Mulheran 460 Orchard Park Road Long Lake, MN 55356 w:\street files\orchard park rd\460\escrow refund 2016-01201.docx f ESCROW AGREEMENT AGREEMENT made this I I day of , 201-7, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Patrick&M ' sa Mulheran ("Owner(s)"). RECITALS A. The undersigned is/are the Owner(s)of the Subject Property and hereby agrees to and consent to the terms and conditions of this Escrow Agreement. B. Owner has: (check one) o Filed a zoning application# • Filed an application fora Building Permit#2016-01201 o Agreed to comply with Orono City Code Section 78-1432 regarding accessory structures. o Filed an Individual Sewer Treatment System (ISTS) permit application. o Requested to do work within public Right-of-Way • Filed a request for a Temporary Certificate of Occupancy o Other ("Application") on land situated in the City and located at 460 Orchard Park Road (the "Subject Property"); and C. The City is willing to review or monitor the Application only if the Owner agrees to reimburse the City for the actual costs expended by the City on behalf of, or on account of, the Owner. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT REQUIRED. Contemporaneously with the execution of this Escrow Agreement, the Owner shall deposit $10,000 ("Escrow') with the City necessary to secure coverage of the total costs associated with review, approval, and monitoring of the Application. Any Escrow shall be held in a special escrow account and shall be credited to the Owner. 2. PURPOSE OF ESCROW. • Zonina. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City in reviewing and approving the Application and all other city staff administrative and consultant services performed in the processing of said review and approval. • Building/Zoning. The purpose of the escrow is to guarantee completion of the site plan as approved and the provision of the as-built survey as required by the Building official. • Accessory Structure. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not limited to staff time, at the rates established by the City Administrator, engineering and legal consultant expenses incurred by the City in removing an accessory building if the Owner fails to perform the obligations in Orono City Code Section 78-1432 and all other City staff administrative and consultant services performed in removing the accessory building, including land stabilization. • ISTS. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City if Owner for any reason is unable or unwilling to honor the requirements of Chapter 58 of the Orono City Code, and all other city staff administrative and consultant services performed in relating to the Application. The City may also reimburse itself for all engineering and legal expenses associated with the construction, removal, alteration, or repair of the ISTS if the Owner fails to do so. • Temporary Certificate of Occupancy. The purpose of the Escrow is to guarantee completion of exterior improvements (driveway, grass, etc.) that cannot be accomplished due to weather conditions. January 2017 1 3. MONTHLY BILLING. The City will monthly forward to the Owner a statement and bill for the expenditures incurred by the City for staff and consultant services. Such statements shall be due and payable within 15 days for receipt by the Owner. No statement will be sent if there are no expenses incurred in the period since the most recent statement. The City shall itemize all time, services, and materials billed to any Owner and said time, services, and materials shall be in accordance with the rules, regulations, and fees as promulgated and adopted by the City Council. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event the Owner does not make payment the City as required under paragraph 3, the City may draw from the Escrow without further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall periodically notify the Owner of the draws the City has made and the nature of the expense for which the reimbursement is being made. 5. REIMBURSEMENT OF ESCROW. The Owner shall reimburse the Escrow fund for any deficits caused if the amount actually expended by, or billed to, the City exceeds the escrow fund balance. 6. RIGHT OF ENTRY. • Zoning.. This section is not applicable. • Building. This section is not applicable. • Accessory Structure. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to remove the accessory building(s) should the Owner not complete the removal obligations in Orono City Code Section 78-1432. • ISTS. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to perform all work and inspections deemed appropriate by the City in conjunction with replacement of the septic system, including but not limited to constructing or completing any and all of the agreed upon improvements should the Owner not complete those improvements by the date agreed upon. • Temporary Certificate of Occupancy. This section is not applicable. 7. NO INTEREST PAID. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the Escrow account. 8. CLOSING ESCROW. When the review has been completed or the project has been completed, the balance of the Escrow, if any, shall be returned to (check one): • Owner o Applicant o Other Name: Mt• I s 50 (`�1 k\heX Street Address/PO Box: 1-1(,c> 0 r c r,crc pc^c lc Rc City/State/ZIP: O y 0 , I\A £ C:,i, G, 9. CERTIFIED UNPAID CHARGES. If the Application is abandoned by Owner, or if the eligible expenses incurred by the City exceed the amount in Escrow, the City shall have the right to certify the unpaid balance to the Subject Property pursuant to Minn. Stat. §§ 415.01 and 366.012. IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the day and year first above written. CITY OF ORONO: OWNER(s): BY: f 64.-Khan-+' / BY: f' 4� , '6/l.Q„ 4116 A'd-27( January 2017 2 4938 75-17471910 FPATRICK T MULHERAN MELISS J MULHERAN Iiiitti_ I 4 28 (`,REN LANE CELSiOR,MN 55331 Q isi fa 11 1 �� Al, I s.G.rr,ww» 1 1 , _, r: ON ptkv . in 4 Is :. .. A 4 TRAD UA \ II • Oer Franco ATomm outb • — 1 Snite 1401 Edine.MN 55435 ` t,,1 i City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.018962 Aug 11, 2017 Melissa Mulheran Previous Balance: .00 Permits 2017-00958 Temp C.O. 460 7,500.00 Orchard Park Rd 101-22205 Deferred Rev-Developer Deposit Total: 7,500.00 Check Check No: 4938 7,500.00 Payor: Melissa Mulheran Total Applied: 7,500.00 Change Tendered: .00 08/11/2017 10:41AM CITY OF ORONO L111 I I * 2 0 1 7 - 0 0 9 5 8 * 2750 KELLEY PARKWAY DATE ISSUED: 08/11/2017 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 460 ORCHARD PARK RD PIN : 32-118-23-23-0012 LEGAL DESC : ORCHARD FARMS : LOT 2 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT 2016-01201 PAID BY MELIISA MULHERAN APPLICANT ESCROW FEE-BUILDING 7,500.00 TOTAL 7,500.00 MULHERAN,PATRICK&MELISSA Payment(s) 4128 HALLGREN LA CHECK 4938 7,500.00 EXCELSIOR,MN 55331- OWNER MULHERAN,PATRICK&MELISSA 4128 HALLGREN LA EXCELSIOR,MN 55331- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permmitee Signature Date Issued By Signature Date • BUILDING PERMIT ESCROW AGREEMENT �t Orono Building Permit# 2_C,/ (e, —�` / G •AGREEMENT made this 1 day of Al" 20 )(9, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and pact d- f AtA iSvA v114I e cVs\ ("Owners"). Recitals e 1. A buildingpermit application has been filed for ar4f.-�C - `f /lie ieI S / ter an-, PP loCtcated atr 4-16 Or C.4-1R)-d 12_o R 6 CI O Yz NI i'o the ("Subject Property"), legally described as 04 2 J31 ( ck I I, r rr71s 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit # 1c 16 —0 ZLf f compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO OWNER: By: CAA414/ Y"f� J Ad, ' Its: 1 to1 n i/V! :••�;1 �,� /? �/V"v Plat$( ,v Packet Last Undated: August 2015 ��]IEN�LANE 75-1747/9 10 I `� re k /55331 ► om'- Of rS , a .. S F.A. 'lend, '^ •" /tanking� ' yo I 4455435 55485; . IYP L Fi City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.016536 Sep 26, 2016 Patrick & Melissa Mulheran Planning and Zoning 2016-01203 460 Orchard Park Rd 2.500.00 101-22205 Deferred Rev-Developer Deposit ------------- Total: -- 2,500.00 Check _______________ Check No: 4835 Payor: 2,500.00 Patrick & Melissa Mulheran Total Applied: 2,500.00 Change Tendered: .00 09/26/2016 03:33PM iii iiiiiiiiiii iiia iiiiiiii iiiii ii iii iii ii 1 CITY OF ORONO * 20 1 6 - 0 1 203 * 2750 KELLEY PARKWAY DATE ISSUED: 09/26/2016 ORONO,MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 460 ORCHARD PARK RD PIN : 32-118-23-23-0012 LEGAL DESC : ORCHARD FARMS : LOT 2 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2016-01201 -PAID BY:OWNERS:PATRICK&MELISSA MULHERAN-CK#4835- $2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 MULHERAN,PATRICK&MELISSA Payment(s) 4128 HALLGREN LA CHECK 4835 2,500.00 EXCELSIOR,MN 55331- OWNER MULHERAN,PATRICK&MELISSA 4128 HALLGREN LA EXCELSIOR,MN 55331- 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. /22,2_ ,--L, 9 / z6ilica Applicant Permitee Signature Date Issued By ignature Date z o� U� 6 o O � o I O Q Q �. Q (D _Q �Q� U� N —� 0 r I Q Q �. Q (D _Q D o O = U7 1 tp CA ° --h co Cl)�� o II II II C � 0- z o -0O CC)! � Y � O o �< Q � 0 0 0 0 _0 C) zC � II ) Q(D ° z ..0 Q_ U) o O O 0(D_ C-:11 M _14- Q 0 O O = Q -0 CD _U cn O cn o x -I Q Q Q O O O O �� cD -0 O O � Cn �Q� Q 0- D - CD O 00o � o 0 r-+-° o -7 r -i-. ° Q o C CD n -- -0 < = Q r- -s O O C O Q O (D (D C 3 :3QO O rr Q 1 < Q `� (D Q o Q O U3 cD Q 1< (D Q O Q :3 Q Q o Q O O D O < CD Q O Q (D Q -° Q Q_ cC (DQ :3Cn-0 cn�0 CD r F O `< I I 0 r- r - O M N D r' Cl) 0 O 0 M 0 ° z O _ D -T1 � • LTJ O p 3>K -7 05 C* Coll co we 04 \ / -------------------- N 000 18' 02 " VII 2 81.8 5 -------- / 94.8 ----- / X4.55 -- 72.42 101 I \\ �o `\� ����------� I I \ 0 ' r 0 -- z � I \ \ - A O R6 \ Fri 33 10 ��' Iz o l�00 o Ion ---- - - ----- CA --- i o I I - / /, Oi M I \ V \ I \ �\ I o x \ / F— � I \II i \\ I\ I � 01) I 1 0 I m CD CD M0 J\ /' i \ P7 I o I a Y C:) __jrri i f 04 rz" I \\�— N \ \ , •k' r° RF�1F CP \ [o o \ \ ��\; Q st I s - - / \ 10 sQ— \ / m o \ 10 A / I O Co 50 �JIN E `99 I I 46.00 01 0. 70,0 \ I ` I \ \ 1 / 0 6\ \ l vvv A�� V A I \ \ �\ O' 8 \ j % - �•..,, L _70,8\ 076, 70 E 4, \ i 1I C' y / 7 \\ \\ \ \ 02\ \\ \\\ \ \ , � � 33 I \ \ \ \ \ \ \ \ \ \ �� \ �y //.gyp \ \\ S 00021' 37" E 298.8 U� N —� 0 r m O Q (D _Q D 1 O ° --h Q 0 II II II C � 0- z 3 � � Y Q m � 0 0 0 0 _0 C) zC � II ) N r- r - O M N D r' Cl) 0 O 0 M 0 ° z O _ D -T1 � • LTJ O p 3>K -7 05 C* Coll co we 04 \ / -------------------- N 000 18' 02 " VII 2 81.8 5 -------- / 94.8 ----- / X4.55 -- 72.42 101 I \\ �o `\� ����------� I I \ 0 ' r 0 -- z � I \ \ - A O R6 \ Fri 33 10 ��' Iz o l�00 o Ion ---- - - ----- CA --- i o I I - / /, Oi M I \ V \ I \ �\ I o x \ / F— � I \II i \\ I\ I � 01) I 1 0 I m CD CD M0 J\ /' i \ P7 I o I a Y C:) __jrri i f 04 rz" I \\�— N \ \ , •k' r° RF�1F CP \ [o o \ \ ��\; Q st I s - - / \ 10 sQ— \ / m o \ 10 A / I O Co 50 �JIN E `99 I I 46.00 01 0. 70,0 \ I ` I \ \ 1 / 0 6\ \ l vvv A�� V A I \ \ �\ O' 8 \ j % - �•..,, L _70,8\ 076, 70 E 4, \ i 1I C' y / 7 \\ \\ \ \ 02\ \\ \\\ \ \ , � � 33 I \ \ \ \ \ \ \ \ \ \ �� \ �y //.gyp \ \\ S 00021' 37" E 298.8 DATE 10-17-16 1 REVISED RETAINING WALLS REMARKS I hereby certify that this plan, specification, or report- was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT o T00 r m � Mark S. Gronberq Minnesota License Number 12755 N D A <<m t"31 0- z 3 � � Y m 0 � �, O OD _0 C) zC CO- ) z ..0 C} m C-:11 M 0 M Co o c M o Q; c� DATE 10-17-16 1 REVISED RETAINING WALLS REMARKS 11 \ \ \ \y/ — a7�7XORrX7 \ 1 m I \ I jo \y _ — — m<F I �I rTi 00, 0� \ Dry I � \ \ ! 7002-- 00� \ \\o00,+ + \ I \ I 1 CD III \ \\IIII\ \I 7 \ 4 a/ r p10 �m D Dz o u Z) A' -A oOD 50 �/C, ,I W I-��,/ I /m�E 1 I\ -TPF TPF TPF-- rn I� I — / M°/ to / N ,�� // /Z U \ I I M � % M, o"om 00 8V z i 00 0 P0 \ (j) g970 I Ml- I II� 10b ti9 1 r �P 1\ Z Co % I 50 / \ \ M(/) o \ i \ / i (/ \m I \ X11 96 \ \ \ I v I f \ , cn I, 0 I Y 6 \ C) � \ 0II '0 _Z7(\ ; I Ili I ICI 0 to00 !' f a, ) I , m 0 z // // I f ► I / C),/005 ' 'S -- - I I �s '50 I l I \ > \ �\'\ NJ N 2 0�-a F �' M�oN I I } \ I : � 1 ' 1 � �r� I LD I 1 ! r Ca I I 50 (DII \ \\ \ 1 I— z c ����oo�� I/ 1 _"7 0 C C0 ❑ El cn v t? dna CIO U) I m -0C/)-T1 \I I Iirn �I I 1 oQo �,, / / /I :gip / I -_��` I i CO� MM / /I / / I �� �I II I I ID I of I t7 -1 a . .-I / / / / rrl f ` I I f i ( t m m �`I l \ D 71 z �/I c z { N 1 r - / . ............5 ,00°25' /� 1 9 36311.79 ................... I CD ... TRAj�ELEDCn / —I— M 1 00 I� I IM I I I l I I hereby certify that this plan, specification, or report- was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT o� G R O N B E R G& ASSOCIATES, INC. CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 952-473-4141 r � y � Mark S. Gronberq Minnesota License Number 12755 N 3 � � Y 11 \ \ \ \y/ — a7�7XORrX7 \ 1 m I \ I jo \y _ — — m<F I �I rTi 00, 0� \ Dry I � \ \ ! 7002-- 00� \ \\o00,+ + \ I \ I 1 CD III \ \\IIII\ \I 7 \ 4 a/ r p10 �m D Dz o u Z) A' -A oOD 50 �/C, ,I W I-��,/ I /m�E 1 I\ -TPF TPF TPF-- rn I� I — / M°/ to / N ,�� // /Z U \ I I M � % M, o"om 00 8V z i 00 0 P0 \ (j) g970 I Ml- I II� 10b ti9 1 r �P 1\ Z Co % I 50 / \ \ M(/) o \ i \ / i (/ \m I \ X11 96 \ \ \ I v I f \ , cn I, 0 I Y 6 \ C) � \ 0II '0 _Z7(\ ; I Ili I ICI 0 to00 !' f a, ) I , m 0 z // // I f ► I / C),/005 ' 'S -- - I I �s '50 I l I \ > \ �\'\ NJ N 2 0�-a F �' M�oN I I } \ I : � 1 ' 1 � �r� I LD I 1 ! r Ca I I 50 (DII \ \\ \ 1 I— z c ����oo�� I/ 1 _"7 0 C C0 ❑ El cn v t? dna CIO U) I m -0C/)-T1 \I I Iirn �I I 1 oQo �,, / / /I :gip / I -_��` I i CO� MM / /I / / I �� �I II I I ID I of I t7 -1 a . .-I / / / / rrl f ` I I f i ( t m m �`I l \ D 71 z �/I c z { N 1 r - / . ............5 ,00°25' /� 1 9 36311.79 ................... I CD ... TRAj�ELEDCn / —I— M 1 00 I� I IM I I I l I I hereby certify that this plan, specification, or report- was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. PROJECT G R O N B E R G& ASSOCIATES, INC. CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 952-473-4141 DATE 9-23-16 SCALE 1 "=50' Mark S. Gronberq Minnesota License Number 12755 JOB NO 1fi-314 W 4b. li 0 i! 11� iiill 1 11 \ �-------------------- N 000181 0 2" W 281.85 -------_--------- , 0 / — _� / 94.818' / X4.55 72.42 \ — — _ 0 J '• o / _� 1 t, 10 y Me - N D 33 1 I \ i ,�,o / / 1 H » 01) MX z 8, \ ti��"` I I / CCS �3 (D CO = Oz m °�V Q � / / � /� ! \ gismo 0 0 -0 OD ! / \ , I � I / / / 1 fn Tl fTl oi J I / �� / / / I / \ / I :I----------�. OnM'0 \ I --- ! � J �/ � �I V A I A I \ •f � / / l � z� Q k, \ I mz I oz z "-A \ I / / • /� / \� I I \ MCFD % \E \CP A>\ 99Q / i50x_--_—� _ I // - �o /'I \ ---� — — \ / / \� mo \ 010 C4 0 9g I I \� \ 1 ly--5Z-00— \ -- MN D 06// 0 _� I \ ( y N 3° E0 �1 I� 9 o o ! I \ 96 i I 4600 C/) _o < I \I /° oo, C? .. 0 CP °� \ - \ -� \ - 0)to 70 I mac— -� - — �- \ \ M O 1 _� °s\ o , _ - \ \ \ I �' o 70 \ 008` �\ \ \ \ (\ -it N < J 0 >�, \ \ \ \ 6, _ \ \ _ _\ \ I ' / Ov I 1020 \\ \ \\ \ \` \\\ \ \ �t I I\ l \ �, \ 33 LOQ 9 / \ d 8 / \ \ N ...........S 00°21' 37" \E \ \298.88 `'\ \� 8 —� _ \ °� / o-) 0 1� 982 / o 91 00 CY) \ O z olkCD \ \ _ x2xl I 1 \ \) °01 �`\ \ Dry I /���� I / O' LO 1 \ ,+ \ I \ X00 zmo \ C7 DD � o z I ! V `\ �� o I / 00I \\ \\ 1 O H .1om I v '. r......... U 50 ' y / n �Q r ' o W I \ I a ay r / o Izo -TPF TPF TPF T GXc_ o / / = I CPD I m m _ I 3 1\ ! / / co ca C-) p0I S '.Op m s,4o I M 99 p M I II 1I 00 \ z o I I _ a \ mu) \ i 0 ocn I/ so. / / / � I 4 \ \ �o \ mil I N 00 ss m I �f M J I / 96 00 Co 01) 1 / 1 - I rn Q00� 00�— 0� �� 1 ! N t \ \ 2 o 0 V \, 1CD� \ I I 1 ° I r C C a v J 50 z*1 c J �� (n J' 1 �o •,, S IIS 1I \ IIm7 0I ! 1 C�p�. / / I / / I (_) X l I I I I I -1 z I o J I / I a M m m�t m NI I .'� : - , s / ....�--------- 00025' /f 1 " / 36J. 79 t.:� NqT TRA1/ LED Q N—---------1---�---/-----L--------r----}------,-- I— �--- � � M —a O ci C t DATE REMARKS I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the , laws of the State of Minnesota. Mark S. Gronbera Minnesota License Number 12755 PROJECT DATE GRONBERG & ASSOCIATES, INC. 9-23-16 CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS SCALE 1 "=50' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 JOB NO 952-473-4141 _ _ 16-314 Q Q U. OCA 3 C° O J (D CD Q O C I o PO O C<D W 00 *O`G Q 2 (D-�_-- o Q= -(D--_...rn_ :::5 I CL (f) o O O o U) ::T r+ CD rt (D r -t- (D r -+- (D n r+- Q O U) U) Cl) U) O O r' --Q (D _U (D cn O U) 3 :7fl O x �' - O x ' O O Q r " f- 0 r+ o C/) Qa 0 Q Q a n Q O O O + O r+ � D O Q -0 -+ o O r+ (D Q O c (D ((DD `°Q _ -0 Q – (D < r� �rn (D Q o -1 C O< � O CD o 0 (D (D (n 3- Q (D (D • Q `C Q r+ < Q V) � O n Cn CD 0 QQ `< (D Q O (D (D Q O (D < n (D 7 n CO ::3< O (D Q O n Q LQ Q Q Cn Q n o C W� r+ � cn r+ O Q O �- O �< li 0 i! 11� iiill 1 11 \ �-------------------- N 000181 0 2" W 281.85 -------_--------- , 0 / — _� / 94.818' / X4.55 72.42 \ — — _ 0 J '• o / _� 1 t, 10 y Me - N D 33 1 I \ i ,�,o / / 1 H » 01) MX z 8, \ ti��"` I I / CCS �3 (D CO = Oz m °�V Q � / / � /� ! \ gismo 0 0 -0 OD ! / \ , I � I / / / 1 fn Tl fTl oi J I / �� / / / I / \ / I :I----------�. OnM'0 \ I --- ! � J �/ � �I V A I A I \ •f � / / l � z� Q k, \ I mz I oz z "-A \ I / / • /� / \� I I \ MCFD % \E \CP A>\ 99Q / i50x_--_—� _ I // - �o /'I \ ---� — — \ / / \� mo \ 010 C4 0 9g I I \� \ 1 ly--5Z-00— \ -- MN D 06// 0 _� I \ ( y N 3° E0 �1 I� 9 o o ! I \ 96 i I 4600 C/) _o < I \I /° oo, C? .. 0 CP °� \ - \ -� \ - 0)to 70 I mac— -� - — �- \ \ M O 1 _� °s\ o , _ - \ \ \ I �' o 70 \ 008` �\ \ \ \ (\ -it N < J 0 >�, \ \ \ \ 6, _ \ \ _ _\ \ I ' / Ov I 1020 \\ \ \\ \ \` \\\ \ \ �t I I\ l \ �, \ 33 LOQ 9 / \ d 8 / \ \ N ...........S 00°21' 37" \E \ \298.88 `'\ \� 8 —� _ \ °� / o-) 0 1� 982 / o 91 00 CY) \ O z olkCD \ \ _ x2xl I 1 \ \) °01 �`\ \ Dry I /���� I / O' LO 1 \ ,+ \ I \ X00 zmo \ C7 DD � o z I ! V `\ �� o I / 00I \\ \\ 1 O H .1om I v '. r......... U 50 ' y / n �Q r ' o W I \ I a ay r / o Izo -TPF TPF TPF T GXc_ o / / = I CPD I m m _ I 3 1\ ! / / co ca C-) p0I S '.Op m s,4o I M 99 p M I II 1I 00 \ z o I I _ a \ mu) \ i 0 ocn I/ so. / / / � I 4 \ \ �o \ mil I N 00 ss m I �f M J I / 96 00 Co 01) 1 / 1 - I rn Q00� 00�— 0� �� 1 ! N t \ \ 2 o 0 V \, 1CD� \ I I 1 ° I r C C a v J 50 z*1 c J �� (n J' 1 �o •,, S IIS 1I \ IIm7 0I ! 1 C�p�. / / I / / I (_) X l I I I I I -1 z I o J I / I a M m m�t m NI I .'� : - , s / ....�--------- 00025' /f 1 " / 36J. 79 t.:� NqT TRA1/ LED Q N—---------1---�---/-----L--------r----}------,-- I— �--- � � M —a O ci C t DATE REMARKS I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the , laws of the State of Minnesota. Mark S. Gronbera Minnesota License Number 12755 PROJECT DATE GRONBERG & ASSOCIATES, INC. 9-23-16 CIVIL ENGINNERS, LAND SURVEYORS, LAND PLANNERS SCALE 1 "=50' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 JOB NO 952-473-4141 _ _ 16-314