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Home My WebLink About2018 - 00351 - new structure CITY OF ORONO 1111111111113111 II 11 * 2 0 1 8 — 0 0 3 5 1 2750 KELLEY PARKWAY DATE ISSUED: 04/05/2018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2872 WOOD DUCK TR PIN : 33-118-23-24-0010 LEGAL DESC : ORONO PRESERVE : LOT 3 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 443,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,270.82 DAVID WEEKLEY HOMES PLAN REVIEW 790.28 12800 WHITEWATER DRIVE#20 STATE SURCHARGE(VALUATION) 221.50 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#: BUIL-BC697545 TOTAL 6,767.60 Payment(s) CREDIT CARD 8646 6,767.60 OWNER OP5 Orono LLC 15250 WAYZATA BLVD#101 WAYZATA,MN 55391- 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. I 111111111111 t ,Cq) (s // Ap pf'. t Permitee S' . ure Date Issued By I. ature Date Builder Acknowledgement Form Permit #2018-00351 / 2872 Wood Duck Trail Builder Representative Name: Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. The survey/grading plans show proposed grade changes outside the subject property boundary. These grade changes are not approved as part of this this building permit. Separate utility permits are required for sewer and water connection. The water service connection must be protected during construction. Damage to the service lines will be the responsibility of the builder to repair prior to approval of the utility permit and issuance of Gu the certificate of occupancy. . Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of G Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior / to construction. w:\street files\wood duck trail\2872\builder acknowledgement form 2018-00351.docx CITY OF ORONO fl-iWis17• 0 BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS V0 A Mailing Address: Permit number: 40/B'`Ob 3 5/ PO Box 66 /P2/! Crystal Bay, MN 55323-0066 Date received: Street Address: Received bed: ti4. F L` 2750 Kelley Parkway Plan review fee: /� J 6J.75 ' el kES HOC". Orono, MN 55356 5 CO/10: $ l D0 U•CO �� Main: 952-249-4600 Totalee: / 1 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 2X77 Wnnd Durk Trail 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 will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: David Weekley Homes State License# BC697545 Expiration Date: Phone: (cell) 612.716.2627 (office) Mailing Address: 12800 Whitewater Drive,Suite 20 Cit : Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: Contractor / Homeowner (circle One) Email and/or Fax: kcummins@dwhomes.com PROPERTY OWNER INFORMATION: Name: *Same As Above* Phone (day): Melissa Johnson 612.462.6932 Address: *same As Above* City: ZIP: Email and/or Fax mjohnson@dwhomes.com ARCHITECT/ ENGINEER INFORMATION: Name: Mulhern&Kulp Phone (day): 215.646.8001 Address: 20 South Maple Street,Suite 150 City: Ambler,PA ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal& Water Supply O New Construction El Single Family with 0 Accessory Bldg./Garage ❑Addition attached garage ❑ Deck 0 Public Sewer ❑Accessory Building 0 Single Family with 0 Office/Commercial O Relocation detached garage El Residence 0 Private Sewer O Other: (specify) 0 Multiple Family/Condo 0 Retaining Wall(s) 0 Public 4-feet or greater D Public Water **Any earth movement may also require ❑ Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Private Well Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) 0 Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ 250,000 RECEIVED MAI' 2 6 2018 ast Updated: January 2016 CITY OF ORONO STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) ifC / a. Length(ft.)= .3b Z Number of bedrooms= 2. Occupancy: b.Width(ft.)= 50I Number of garage stalls: <----- 3. Occupant Load: Areas in square feet Attached = c. Basement= / l �O Detached= 4. Type of Construction: _ d. 1st Story = 2g3 /5fe. 2nd Story= / 3/ 5. Code Edition: 2-0/3-- f. . '/2 Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclvel Applicable 0 Building Permit Escrow Agreement and Fees EV.j 0 Plan Review Fee B"_," 0 Completed Application Form 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/2 x 11 set 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements —/. 0 Survey—2 full size,to scale(meeting ALL survey requirements) Fd' • ❑ Hardcover Calculations 0 Septic System Certification C� ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required 0 Landscape Walls and/or Retaining Wall Plans LY"- 0 Stormwater Pollution Prevention Plan(SWPPP) O Access Permit ❑ �� Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. r—� Z.f Applicant's Signature: �" Date: S J / Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST��,{ FOR NEW STRUCTURES / ADDITIONS Address: 2-V1 2... Wood rtgic Troll Permit No.: 2..oir • Qo3,5i Description of work: N 04 Wino--- Date Rec'd: cam- 20. 1K Septic review by: 5-QAkel✓ 1'- My o Date Approved: Zoning review by: _ AO.Af.i i Date Approved: 'T' r r Building review by: -4-16‘,...# or j� Date Approved: . 50 `/ Grading review by: iii.I NI 'w t i I Date Approved: • 22 '/Y Zoning District: lu`) Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yeses/_ No Resolution I�NQA '5 - i . Zoning: Lot Area: OAC Width: Structur erage: 4449 SF . ` - Survey Submitted: ls D No Date of Survey: 3.3.‘0• lob Revised date(?): Landscape plan submitted?�` D Yes Landscaper: A5 S klOvv 0 D No/ None proposed Proposed SetbacZ00( 101 _ i Front(Lae Rear Street) ( N S E & ) ( N S W ) Other Buildings Wetland Side Side 2`k• 11 (all 10' ' Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See"building height" (a) definition): 25,3 First Floor Elevation (from building plans): (b) 103301 Highest Existing ground level (per survey) or 10' above lowest ground level, (C) whichever is lower: 163.3 Difference between (b) and (c)*: (d) 2,.3 DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) 7 :'7 S' *If highest existing adjacent grade is below FFE-Height is(a) +(d) G� I U Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? /Yes 0 No Permit Number: icts-- 1 tip 0 Yes 0 No ICI/A 0 Yes �No 0 N/A-see attached 7,p--kA Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) 3o•q D Yeslo / D Yes 1 2 3 . 5PZ g, Type(s): Type(s): ...s.F Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged . YES NO Permit . e _° r . A Plan Review State Surcharge . p— "' 7 • Investigation Fee StiK. ; x : t e' 't `'X Other(specify) i/' Square Footage $ per Square Footage Basement /-,'(t X g 7 4Z• =, $ 1(Z) 85?.ZZ 1st Floor /Z,. ( X /03- Z_ = $ I /- 2nd Floor l CE Z,- X to • = $ /6447626 -0 8 Garage 7l T X 3q • t q— = $ Z"9 11(20 i (i `7 Estimated Construction Value: $ 4-1/-‘3/MD v Orono Inspections Required Work Requiring Separate Permits Footing 0 Site *Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal , . Fireplace Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile Mfg. 0 Lawn Irrigation ❑ Foundation Waterproofing ❑ Other(specify) 0 Landscaping Framing ❑ Septic Insulation cXr As-Built Survey .,Final Lathe Required State Permits ❑ Other(specify) ❑ Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\fon'ns\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Tuesday, March 27, 2018 8:56 AM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2872 Wood Duck Trial/#2018-00351 Chris, I reviewed the subject grading plan and stamped it approved with revision and comment: Revision: The plan showed proposed grade changes outside of the subject property boundary. These grade changes are not approved as part of this building permit. Comments: 1. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. 2. A separate utility permit will be required for the sewer and water connections. 3. The water service connection must be protected during construction. Damage to the service lines will be the responsibility of the builder to repair prior to approval of the utility permit and issuance of the CO. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952) 249-4661 aedwards@ci.orono.mn.us From:Christine Mattson Sent: Monday, March 26, 2018 3:34 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2872 Wood Duck Trial/#2018-00351 Adam, We received a building permit application for a new house at 2872 Wood Duck Trail. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 3 Orono I MN 55356 (physical address) PO Box 66 I Crystal Bay = MN 55323-0066 (mailing address) 1 S 952.249.4620 M 8 952.249.4616 ® cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 -szLo.Aio CITY OF ORONO RESOLUTION OF THE CITY COUNCIL � G1 NO. 6 6 kESHO�� u RPUD District Minimum Proposed Flexibility SFR Standard Lot Standards Required? Minimum lot size: 15,000 square feet 7,500 s.f.—66,000 s.f. Yes (incl.wetlands) 24 of 39 lots< 15,000 s.f. Minimum lot width at setback line: 90 feet 65 feet typ./45 feet min. Yes Minimum lot depth: 125 feet Varies- all 125' + No Minimum front building setback(to 25 feet With blvd. sidewalk: 25' yes internal streets): W/O blvd. sidewalk: 20' Minimum rear or side setback to 50 feet 50 feet No Wayzata Blvd W and OCB Rd: Minimum side setback to internal street: 25 feet 10 feet Yes _ Minimum side yard setback: 10 feet 5 feet, 7.5 feet, or 10 feet Yes Per Setback Exhibit attached as Sheet B-19 Minimum rear yard setback: Lesser of 40' or Lesser of 40' or 9 20%of lot depth 20%of lot depth Wetland building setback: Greater of 35 feet or Greater of 35 feet or No MCWD bufferplus 10 feet MCWD buffer plus 10 feet Building height: Maximum of 30 feet (Not defined) No All dwelling units, including manufactured homes, shall have a depth of at least 20 feet for at least 50 percent of their width. All dwelling units, including manufactured homes, shall have a width of at least No 20 feet for at least 50 percent of their depth. 16. Floor Area Ratio (FAR). Zoning Code Section 78-1403 limits Lot Coverage by Structures for lots less than 2 acres in area to 15%. For this development the 15% Lot Coverage limitation shall not be applicable. Per the RPUD standards an individual lot Floor Area Ratio (FAR= gross area of all floors divided by gross lot area) of 0.5.shall be applicable. The FAR calculation shall include the square footage of all enclosed spaces including garage space,basement,interior rooms and enclosed proches. 17. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is assigned to Hardcover Protection Tier 4, which allows up to 50%hardcover of the gross lot area. Only the smallest of the proposed lots would appear to approach that limit. 18. Public Streets. All 39 lots will be served by a new internal public road system to be platted as public roads and to be constructed by the developer to City standards, with minimum paved road width of 32 feet (back of curb to back of curb) and Page 7 of 20 -- - / / o —__—_.i. _ — _-- --_—__ arc)k;. .___.,...011.7 \ I 1 - ' 1ZLY� I 1 1 I T-- 1 I p�^�. I 1 t _ - 1 .!- ' '-—\ ,. r j•\ I t lir -! J 4 ^ I I I. ;i - , 'r gf,.yt.K i,- -. L ; 14 .-A. i - \ `\ I 1 1 r 11 t r1 • '?at g 10 I 12 I 1 ! 3 • 5 I 6 I i \ 1 1 1 Z ! I ` `�. 1 1 1, 2 / C7 I t _-1 f-_-- r•-••••--..6.,.. .-.�-- ��'��_'.�%-� ' -1 r-_."1 rf� \ , -�_� { \ it n POND1 1 I ;� ;� 'I `, t _______L...., I /------,_, I i 5 :I 6 I 7 ! C. B 9 II ip 1. II ' \• \ <�` 5 I --a I I L i I• I -2'r41.-•-•••••••••741 \ 1;1 12 i \�---�J,"1 I I 1 t =� r ` I ''/i ,rte--'- -'•-�....\ L ' • - "\ \\6 t ' -„ \11331 .ifi r• ' �\\ \ \ FtLTMTgN I.. L - J •; - -I )1)lei C '/ 5 ////<,\• \ •� \\ \� �4I•r 1 'i \• ( c ,, �, \- I 0 tl . 4 / , , / 4 . 'i 1\''\ • s\\ \\\\''' <�• ``\ `• 1V. 14 ^�\ I \,\, \ \\ Y_• I I 0 3 i i: ' / 3 1\ii `• -•\- - s.....- •1•- \ \• 412.s.'s"\‘••\ //ikisio .. ' \• ..e. . ..... -_ I 2 i i r't 2 i Pdp2 %-' _ �`L.\\�\��-_�\`:.\\�\" \ \ \ % . ,• ``,, • \ 1� 16 .:•1 1 1 , T1` ,-. .6\\\.„"st ..„01v:'‘) .• . , \\ I I I 1 I i\ � � f 1 1\ \ \• , �\�, r,,. L--.*-.�.,..---1 .- . . I♦_ • .fir 1! �. \\ ,,-...:-. 1 I I I § I I I I I 1 LEGEND: 7.5' — SIDE SETBACKS 7.5' — 1—SIDE SETBACK 5' — 1—SIDE SETBACK 5' — 1—SIDE SETBACK (2—SIDES) _ 10' — SETBACK TO ROW 10' — 1—SIDE SETBACK 5' — 1—SIDE SETBACK ORONO PRESERVE - SETBACK EXHIBIT =� ® A ORONO, MINNESOTA VI DATE: 3-4-16 MIAMI BY: 11PR ALLIANT SCA 1-.100• ...1....1.. A 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. LiCompleted Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 INCertificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Ea_ Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a 'copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this_p •'ect. Signed by: 1 Z '�-..._. Address: () 2 60 a a 19 tett_ Vic. Tie-' ( L Permit #: 7D/(F--n2.35/ Last Updated: January 2016 City of Orono ,7�oA Hardcover Calculation Worksheet it Property Address: Z `Z -cr Preparedby: av{a g)...,A1,2, �� . Date: wail( r Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A NIA/id!►1 7-/-kin..l- l qS', S.F. 4 S.F. C ` i vo S.F. D SLt�! S.F.(,x.114- 723 E [Lecky 5 (at,' j (9 S.F. F S.F. G S.F. H S.F. S.F. J S.F. K S.F. L S.F. M S.F. N S.F. Q S.F. P S.F. o S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover S.F. I Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] Z c� F. (4) Total Lot Area Cf H SS..F. Proposed Hardcover Percentage [(3)+(4)] 3 O. RECEIVED This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the informationMc4J ir2c6 ZO 18 herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 CITY OF ORONO 50-0' / z 22-8" 92' 15-0' / 12-2" / /5-10' 25-8" / 6-7' / 6-0' 1 4'-5" / 17-7 / 5-1" A i s'...\.. (-- 1 ^-, 4-04-01-6 -1 ' �' 4-04-0HS 4-04-OHS @ CO� T-4" [(,. vJ,__,," @T-4" @T-4" m EGREEW/AREAK£LLPER / 1 EGREEW/AREAWELLPER EGREEW/AREAWfl1PER CODE j - COCE (IMF m / 5-P ,j `o t C r + F Z I S r: t Z '"i ' UNFINISHED s c J �2d El1BASEMENT .22 11-3' 1E-5" / \ —h--�� 1 m aN I ( HIGH WALLf/DUNT - -Ir) 61. . e, GS t i No, t HEC14 0),f o ,-)zr_, 2. MECHi 2i r-__ ___� Ao I I 10� T-0' I. 12-2' 4. _r',' WATER FEATER(LOC. PER BULDEWSUB 1^/H) RECCMvEtDATICNS) J 6_ y _J \ GARAGE SLAB �ial r PERLCCAL \ \ Jr- CODREE B &EEN�GINEERSPECS 11'-4" / 7-7 I/ 2' 7✓ - Ei N. I _- ' N. g� T-61R„ 1410- 212/ 16-3' /2212// 8 3' /\/ /, 25-7 / /25-0 12-7 / 50-0' / / 711 M o ,� n O M 73 < O 0 m NOTE:ALL BAS.FLR.CEILING HEIGHTS 9'-0"UNLESS NOTED OTHERWISE ORONO PRESERVE �1• 03 ' ' ©WeekleyHomesL.P. 2016 Op 6007 � David Weekley Homes The measurements,dimensions,and other Z c N o 2872 WOOD DUCK TRAI L specifications shown on this document are D GI 73 01 guidelines for construction use only.The o = Cn = ORONO, M N Boa No.: Block z GS/NU/WC �:1/prr_1 r-Orr actual vary. Thisadicument may detrelied to 0007 - may vary. document may not be relied on ` Sect , `Dabe:1/5/18 Rev: , sts ature will lookon of what the completed m structure will like. 4k4'CONCRETE PPD 7 r 50-0 r r 4a-0 r 10-0 r 4-7" 4'-6' 4'-6' T-3" 3-6 4'-6' 5-0' x 6-2' yII yII STEPIVPRY I r (3)40160FX I (213-060SHI PER GRADE 4-060SH r @6 0' @6_Q, 8-0 2A FR DR __...■ ___-- •— ••�--■ ® - \ \ V TI (TEMP) it (TEMP) m '77 > tt2 i 2-0' s 0 Z� y I— ; I O xi FAMILYr. N DINING , gigo 0 0-6" 3-617 2-0 n zrn_, o • l<Z1.,...,.., 876' CCLLMJ _ y 1 m 36'HIGH HP1`DRAL I I 0 20 2-6• 18" 3-0 6-10 3-a' 12-1 3- 1'l L. :: �� IMF ac MIN IlL-1111111111 rt., :tiArviryFO-YE-- � /1 A!!HH� r. • �t�� SSFELVES - �' T \ - _ lu11-2' 1 H°-' �� - HPN.-. b�OInBPRPf< b 1•-r ZCEbSTUDYP 2-10 a_2 s-a" T-2-� UNE OF FLOORA&NE I J Ei ,�12 ENTR� i� I 1 „,.& z ii_ • (2)3-06.0 I 1GOSOFFIT 3CAR II I L'°8-0' I 1a' 4-r GARAGE 1 1 4'-3 X 3-6” X 3.5 41 11'-2' 0 6-6 2-10 �, FRAME DB EQ TO r-1 ��I, caLUMNwnTH L IC I I INSET SIti-'a 20'SOCOLLAy1.1 VARYPER IPPPLEDSiOPE GRADE (SEE DETPL) BO SO GARAGE DOOR I_ \ •' 10CRI C.ARAC;ELTX. 2 7 2 5-0' j 16' 2-0 8-012' 7-0 8-6' 18' 7-0r 16-0' r2-cr,' 8-0' 16' 20-0' 20-0' r 10-0' 50-0" 2-0 D p. m 71 N m u CI p b al 9 ' IMMEMMINEMIL O Z a a ' ' m iI I ' O g i ' ' 3 e Z y ' LmommunG Drn 2 L D I— o go o gm m it _ Si m8 mmo ¢11 =m 0N5 a OZm NOTE:ALL 1ST FLR.CEILING HEIGHTS 10'-0"UNLESS NOTED OTHERWISE fro 81C N+ , e e 1 mm ozT 2,-4';17.7:3-"E"2,-1 z4 O OPTION LIST = rD-i Z a y CUSTOM KITCFEN EGRESS1AINDO V#1 rz wmV1D m�vmm Go rr FREPLACEATFAALY EGRESS WIDOVVW2 a s �'0 Cn N p z 5o, z A< <Z TROY CFING ATOW IERS RETREAT mr rn m m mx2 mW i iN BP.RACK 5 c7 0 0 DROP KNE CABS ? 1 s -n FULL BASEMENTS' N 1 BASEMENT BATH ROUGH N `DD nwm eamr00.im �nw m , ` My to 1 ORONO PRESERVE �i-No: 03 ©WeekleyHomes L.P. 2016 Z I- 6007 David Weekley Homes The measurements,dimensions,and other Ian C 1�1 Z 2872 WOOD DUCK TRAI L specifications shown on this document are D M •�+Tic' ! O 1 guidelines for construction use only.The M NQ,; �n.n. actual specifications of the finished structure Or '- = ORONO, M N GS/N UNVC Scale:1/8"=15-0" may vary. This document may not be relied on C 0 0007 as a representation of what the completed it, . Sect , `Date:1/5/18 Rev: , `tructure will look like. .rvt / 40-0. / 10-0' / / 10-6' / 0-6' /7 4" 12-6" f / 4'-0' 4 4-0' I 4'-P 3-6' / 4'-4" Z-6' 2-10" / 6-3" y6-3" / I I. jr 3-050 4-05-0FX 3-050 .1. I @T-0' @T 0' @T 0' @T-0' 3-050 @T-0' m �ti ' ti .001". /,Z, 42"x6CrTUB _.:•;,:. w BEDRM 4 O GLASS• _ O N b O 73 OWNER'S ' TH 7° RETREAT "� bib rnlAriV rn • 150HS / 2-4„/ l \6 6 ai 0-7 / t� ..tow Nm I �— Hs 2-4 \ L--- J 71 i5,1 �\ s0 N / i 3-6' k I C 16-P iN/ COI _ m I Ixl I b �o 2b a_ ti m 14b n, 1. ti n� U N > N m mo ‘5.41 HS BEDRM 3 \ \ I - I -rue& . _- I p mIL I u , 6-0' L_J I 'VENT CRY62 - I BAT�/ 1 i ITH2UROCF `'' b _ ov LAJ BEDRM 2 rot cooN1srrce f8. 1RIS I I T �'� .\a.. \ \ \ r rt 2-030 03 Iti @T-0' m 1 o I 0 0 \ \ 1 t I II 2-03-0 i N m (2)3-050 @T-0, \"\ @T-3 4-3 / 36 / 43 / 127/ 4'-6” / 3-4" /72 / 2-2 6-4' 0'6' 2-4" 11'-6' zlr�� 12-0' �,;i / 66, GLH, / / 1ga / r--J LJ L_ I40 P / J I 1 1 LINE OF FLOOR BELOW 1 J NOTE:ALL 2ND FLR.CEILING HEIGHTS 9'-0"UNLESS NOTED OTHERWISE 1— M� ORONO PRESERVE �i 03 ` ©WeekleyHomesL.P. 2016 z n w 6007 ' Davld Weekley Homes The measurements,dimensions,and other Z = r N o 2872 WOOD DUCK TRAIL specifications shown on this document are B �C:0 1 guidelines for construction use only.The O = = ORONO, M N Job No.: actual specifications of the finished structure 1— z `I GS/NU/WC Sple:1/8"=-11-0" may vary. This document not be on N ,V 0 0007 c...r. sa representation of what the completed d e , ,Dabe:1/5/18 Rev: .0structure will look like. .M (3)2x10 (3000 (3)2)110 ili /2 , IT /2 ,� /2 2 3 II z II 0I I I No II aA Z n II NII I I sl sl y 11,91/7 /Ls====xc=c_1J >g <g o Z s. o ]1 1. 9 i N — —A, T at i — — — 2 I ig — (2)2x6 I1r111 SIll llllllll 1.110.11llGlJll 11111111 r z f ,z 1 •n 7-7 4 1 >oI I r 4o q p I I I I qaa`� P � i___I0 ..yiI I� J L---\-- t‘killig la 1 ti gig -'°1 i m —I'1 ORONO PRESERVE �1• 03 ' ©Weekley Homes L.P. 2016 z 1- co Lct David WeekleyHomes The measurements,dimensions,and other RZl C No 2872 WOOD DUCK TRAIL 6007 specifications shown on this document are D C) O 1 guidelines for construction use only.The O = = ORONO MN Na: nes c .I Z �'--1 f k - GS�NUr�•C+ scale:1/8„-11-0" actual specificationsofthe ionay of structure N 0007 may vary. This document may not relied on Sect �Dabe 1/5/18 Rev: , as a representationoilllooli of what the completed �l structure will look like. / OSBSHEATHNG-P3 i (SEE NOTES) (*AWING MUDS* 1)210.Nq(S1UD T 57 ' 'ti ._ I 1 I I ,�� -I 11 C 11 11 T 11 r11 O 11 al II O II 7 >3 II 11 11 o p -n I 1 y „, �.s U T v 4� I 1: <m 1 A i � I o5 LL JJ T v In' "Z5 o A TNk— X A -,--,4 (2)2c10 FLUSH '4,3 „ BOTTOM o Nmi, •N T �� • 0 li I o •,tOFLUSH �' ••.• 2•.10FLUSH ” c pay �. :• •. i . om N E I i n .ti I I I NcooT�ii oF>.§WHg k ao ---''--:----;:'.'"---:..----r---)' ROOFGIRDERTRU \i\-> — I >,•-•....i se g I u'' 'L, �I ) -g A @ 24 oc \ I (2)� m K (�/ \ (zmecoNT. /o N I \ Ern I I I A "m ®b :chi / \\HP'6FtCER TRUSS \\ IJ, '4t'�R '--, ��— —i.II / \� ,r----\x'ig :13 =o T \ \ n•'n A y T11... y I �` / ROOFTRl1SSES \� N A _PI n2 o- oz:y 1 'M / @24'on \ \. ti S z I / HPGRDERTRUSS \ ■ — _ wv RNi N 73. ki I / \ \r,:3 `(2)2x12H,-, \ r%'4 o ' A.1 A„-o A PORTAL AI,;1, ,ti I g / OSBSI£ATHNG-P3 PORTAL FRAME (SEE NOTES) (SEE DETAIL 15D.01) !fig op 1i1 I 400 i f 1 1$ k II A ADVANCED FRAMING:2X6 EXTERIOR PERIMETER WALLS&ALL INSULATED NOTE:ALL 1ST FLR.CEILING HEIGHTS WALLS UNLESS NOTED OTHERWISE 10'-0"UNLESS NOTED OTHERWISE 1. M m , ORONO PRESERVE P1•�: ` ©WeekleyHomes L.P. 2016 Z a 00 6`007 Lot 03 David Weekley Homes The measurements,dimensions,and other rwF `` 2872 WOOD DUCK TRAI L specifications shown on this document are D G7 ,v O 1 guidelines for construction use only.The -0 = E % IlOck �� 1-0" „ actual specifications of the finished structure O z = ORONO, M N Job GS/N U/VVC Scale:1/8 =1 _0 may vary. This document may not be relied on `" j n ` 0007 Sect '1/4 iii,/5/18 Rev: , `ts a tune will look lin of what the completed rvt structure will look like. 6-0"+F s,Cr a- 0:41,k ,-- r,,,,16`-k \ (2 CONT (2)2e (2 /71 1 r _ t f / rn 0 \ , \2' G_/2 —, / Z \ / ID \ — / r- \ / 0 \ m \ // \ 7 / ROOF USSESQ ,k \\ '-i / ROOFTRUSSESQQQ 1 24'OC,. \ / 24"OO. I x V x �A / I L----w---------� 8 / A r r — LIDi / \T. - / \ RI$ - / ,:--. / ,---1 _ \ _ L om �\ � I \ i I ' \ . \ ---+ , \\ \\ /\ \ \ loop / \ \ \ Ir.00 / \ \ \ / \ \ \ Imo / \ -'\71 \ t I s'4 \ 2 \ I ' // \\ 'ROOFT S9 @ — — — — / I / : o \ ti \ / t f� f �� (2 \ I / 1 o o \ I,/ (2 - - - - - 'I Amo \ T / I g \ I / /\\. / \ \ /=7; r---1 ;7i / \ \ I 'IC_J I L /L�_I I/ 7 _,J // \\\\ \\ \ \ I // \\ \ I / \ \ 1 ,,/ \ I \� __N I/ N 11 4 A i5ill z 1 ' 1111; i4 gil trR NOTE:ALL 2ND FLR.CEILING HEIGHTS ADVANCED FRAMING:2X6 EXTERIOR 9'-0"UNLESS NOTED OTHERWISE PERIMETER WALLS&ALL INSULATED WALLS UNLESS NOTED OTHERWISE M n'1 /.yam ORONO PRESERVE moi. : 031 S ©Weekley Homes L.P. 2016 Z a w 6007 L� David Weekley Homes The measurements,dimensions,and other m `+0 2872 WOOD DUCK TRAIL specifications shown on this document are n CI E= ` —i U 1 guidelines for construction use only.The 0 _ = ORONO, MN �No.: Block: ^c/Nuna,C r�_ f �a actual specifications of the finished structure Or ZGS /V caie:1/8 =1 -0 may vary. This document may not be relied on N N 00007 as a representation of what the completed ` , ` Sect , `Date•1/5/18 Rev: , structure will look like. .r„t seal LATERAL BRACING NOTES GENERAL•STRUCTURAL NOTES GENERAL•STRUCTURAL NOTES : E THIS MODEL HAS BEEN ENGINEERED TO RESIST FOUNDATION •DESIGN IS BASED ON 2015 MINNESOTA RESIDENTIAL CODE LATERAL FORCES RESULTING FROM: (2012 INTERNATIONAL RESIDENTIALCODE). 115 MPH HIND SPEED,EXP.B •WOOD FRAME ENGINEERING 15 BASED ON NDS,'NATIONAL DESIGN (ASCE T-10 HIND MAP,PER MRC 83012.1.1) •FOOTING DESIGN-2p00 PSE ALLOWANCE SOIL BEARING PRESSURE SPECIFICATION FOR WOOD CONSTRUCTION'-LATEST EDITION. 15 ASSUMED.BUILDER/CONTRACTOR MUST VERIFY. •DESIGN LOADS; RISK CAT.2 1 SEISMIC CAT.A/B. •MINIMUM 28 DAY COMPRESSNROOF E STRENGTH OF CONCRETE SNON=35 PEP � SNOW PEE T ©,�y,;ynl NuxEax&xua SJ Structural Engineering.Inc q0 MPH WIND IN 2015 MRG MAP FOOTINES SHALL BE spo0 psi LIVE_2O PSP •P00111468 MAY BE POURED WITH 31)00 psi CONCRETE IF DEAD=7 PEE TL, 10 P5F BL. APPROVED ADMIXTURE 15 USED TO ACHIEVE A WATER AND LOAD DURATION FACTOR=1.15 ENGINEERED DESIGN HAS COMPLETED PER VAPOR RESISTANCE EOUVALENT TO 5,000 psi CONCRETE a o 2012 IBC(SECTION 1609)t ASCE 7-10, FLOOR LIVE=40 P5F(30 P5F a SLEEPING AREAS) J •ALL CONCRETE EXPOSED TO THE MATER SHALL NOT HAVE LESS DEAD=10 P5F IL,5 PSF BL.(TRUSSES) AS PERMITTED BY R301.13 OF THE 2015 MRC. D ACCORDINGLY,THIS MODEL,AS THAN 5%OR MORE THAN 1%AIR ENTRAINMENT. ADDU 10 P5F•CERAMIC TILED c AND DETAILED HEREWITHIN,15 ADEQUATE TO •BASEMENT FOUNDATION MALL VESPER BASED ON 8'OR 9'HEI6HT, Y cr. LATERAL SEE LATERAL BRACING NOTES as RESIST THE CODE REQUIRED LATERAL AS NOTED ON PLANS.TALLER MALLS MUST BE ENGINEERED. e FORCES,AND DOES NOT NEED TO CONFORM •ALL FOUNDATION WALL OPENINGS SHALL HAVE(2)15 BARS AROUND SOIL 2pOO PEE ASSUMED ALLOWABLE BEARING +m g - TO THE PRESCRIPTIVE PROVISIONS OF R602.I0. ALL SIDES,TOP,AND BOTTOM OF OPENING(I4 RE APPLICABLE). PRESSURE(TO BE VERIFIED BY BOLDER) Z 53 H REINFORCEMENT SHALL EXTEND IZPAST EDGE OF OPENING IN (X j . STANDARD EXTERIOR WALL SFfATHINS EACH DIRECTION. GENERAL FRAMING w r� $PELEIGATIONS •TYPICAL REINFORCEMENT DETAILS:LAP ALL RESAR 24'MIN;BEND " BARS AND LAP AT CORNERS;PROVIDE 6'HOOK INTO SUPPORTING •REFER TO IRC FASTENING SCIEDULE TABLE R60231)FOR ALL I m •Y2" FIBERBOARD SHEATHING: FOOTIN65 WHEN FOOTINGS INTERSECT;PROVIDE 3'MINIMUM COVER C.OMEGTIOK,TIP.UNA. J'- FASTEN SWATHES N 6d)NLS OR 16 IA K'IONS STAPLES• AT THE BOTTOM BARS AND I U2"COVER AT TIE SIDES. •ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING MINIMUM • 3"oc.AT ALL PNB ED6E5 NV 6•os.IN TI C. E PANEL FED. •BASEMEN WALLS SHALL BE BRACED,PRIOR TO BACKFILLING,BY DIMENSIONS,VAN.: D v 1 ALL SHEATHINS SHEET PANEL EDGES SHALL OCCUR OVER WALL FRAMING MEAERS CR 2x HORIZONTAL BLOCKING SHALL BE EITHER ADEQUATE TEMPORARY BRACING OR INSTALLATION OF 84 NAILS: 2)i"LONE,0.131'0 SHANK,FULL HEAD END c PROVIDED TO SUPPORT PANEL EDGE Aro FASTENERS. FIRST FLOOR DECK. IOd NAILS: 3'LONE,0.131'•SHANK,FULL HEAD ' •ALL FOOTINGS SHALL BEAR BELOW FROST LINE. CONSULT SOILS 12d NAILS: 3Y"LONE,0.131'•SHANK,FULL HEAD - 05B SHEATHING REPORT/LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELOW GRADE. I6d NAILS: 3)4'LONE,0.131'0 SHANK,FULL HEAD a'EERE NOTED ON PLN15U •FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR E •EXT.t INT.BEARINS WALLS SHALL BE 2x4 OR 2x6(AS SHOP•)ON Y N6'OSB OR /3z' COD PLYWOOD: 45% M'AGTIFILL. ONLY AT LOCATIONS INDICATED ON PLANS .. -SHEATE WALL 5HOVW PLANS)a 16'OL.SPF SW GRADE LIMBER,OR BETTER,UNA. WITH 1(,•OSB.FASTEN SFEATNN6 A5 NOTED BELCH.ALL SHEATHINi •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB •WALLS OVER 12'TALL SHALL BE PER PLAN. SHEET PANEL EDGES SHALL OCCUR OVER HALL FRAMING MEH ERS ED6E5,AND OTTER LOCATIONS WERE SLAB CRACKS ARE LIKELY •ALL 2x8 AND LARGER HEADERS,BEAMS!OTHER STRUCTURAL OR 2x HORIZONTAL BLOCKINS SHALL BE PROVIDED TO SUPPORT PAWL ED6E AND FASTENERS. TO DEVELOP. MEMBERS SHALL BE HEM-FIR•2 MF)LUMBER,OR BETTER NM P number. •PI-FASTEN NEATENS W 6d%ALS•6.00.AT PANG®6E5 • SAN OJT OR TOOLED JOINT DEPTH SHALL BEA OF TIE 1 67-1 6024 NV l2'OL.AT CENTER ALTERXAI,16 6A Me'LONG STAPLES DEPTH OF TIE SLAB O'FOR A 4'SLAB) •ALL NON-BEARING INTERIOR 5111D WALLS SHALL BE CONSTRUCTED •3'00.AT PNC.BRIBE NV 6"00.N TIE PANEL FIELD. • JOINTS SHALL BE LOCATED a 10'-0"OL.(RECOMFENDED)OR WITH 2x STUD'&RADE)EMBERS SPACED O 24'OL.MAX,OND) •P3-FASTEN 61EA114116,J ed NAILS•3'OL.AT PANEL ED6E5 15'-0'OL.(MAXIMUM) •HEADERS IN NON-LOAD BEARING MALLS SHALL Be PrOed IV J SB NV 2.04.AT CENTER STAPLES ARE 1)01 PERMITTED IN • JOINT 6RJD PA i 1 tKN SHALL BE AS CLOSE TO SQUARES AS AREAS DESIGNATED AS•056 SIEATHIN&-P3• (12x4/6 FLAT a OPENINGS IIP TO 4',(2)2x4/6 FLAT IIP TO 8'. drawly BJ D POSSIBLE(1:1 RATIO),WITH A MAXIMUM OF 1:15 RATIO •AWL RRAMIN6 LOSER SHALL BE DRIED TO IS%MC(KD-IS). issue COMEGTION SPWIFTOATIONS 12-30-16 NINE:toe NAL•3•x 0131'SUN NAL •FASTEN 2x4/6 SILL PLATES TO FND WIN A MNIMM O=2 ANOi0R5 PER PLATE,12'MAX.FROM PLATE ENDS.PROVIDE 1/2'DIA ANCHOR •EN61!l�2FD LUMBER TO MEET OR EXCEED TIE FOLLOWING: -PET TO SOLE PLATE (3Aod TOFIALS BOLTS w/T'MIN.EMBEDMENT IN GONG END. (ALT:)4'DIA.x 6'LONG •CSL'-Fb=2325 psi; Fv--310 psi; E=155x10"6 psi REVISIONS: SOLE PLATE TO.LgSTRLK'E. OD NHLs•4'oc. SIMPSON THD50600H TITER HD CONCRETE SCREW ANCHORS) •LVL'-Fb=2600 psi; Fv--285 psi; E=21)x10"6 psi date initial: sNX TO SOLE PLATE (Nod TOENAILS -SEE"2015 BAM TOP OP FOUNDATION WALL SUPPORT WIDE"FOR •ENGINEERED LUMBER MAY BE SOLID OR MULTIPLE FLYS OF BUILT-LIP --- TOP OR SOLE PLATE TO STE (3A0d VIALS SPAGIN6 AND ADDL CLIPS REQUIRED MATERIAL,WITH TOTAL WIDTH TO MATCH SIZE INDICATED ON RIM To TOP PLATE Ed TOENAILS•6"oc. FRAMING PLANS. PASTERNS OF MULTIPLE PLYS SHALL ADH RE TO BEXK.BN61 JOISTS TO TOP PLATE (Nod TOSNLS •ALL LUMBER EXPOSED TO MATER OR IN CONTACT W/PERIMETER THE MANIFACNRERS SPECIFICATIONS.DEPTH OF ALL MULTIPLE RASTB RRU56 TO TOP PLATE SEE ROOF FRAME NOTES FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTIEN PIE 62. DOUBLE SW 10d NAILS•24•oc. 11313ER5 SHALL BE AS INDICATED ON FRAMING PLANS. DOI.ELE TOP PLATE lad NAILS•24•oc. •BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBILITY OF •FACE NAIL MULTI-PLY 2x BEAMS 1 HEADERS W/3-ROWS OF 10d DOLELE TOP PLATE LAP SPLICE ilolod MALS IN LAPPED AREA HARDWARE 1 FASTENERS IN CONTACT PV PRESERVATIVE-TREATED NAILS•12'OL.STAS6ERED. APPLY NAILING FROM BOTH FACES• TOP HATE W•COMPS I (Nod NAILS WOOD.CONTACT LUMBER 4 HARDWARE SUPPLIERS TO WORD. 3-PLY OR GREATER UTILIZE 2 ROWS OF NAILS FOR 2x6 1 2x8. INTERSECT/6S WALLS BIALT ILP 1EADBt 10d NAILS•12'oc.A CNS •FOOTINGS AND SLABS ON&RADE SHALL BEAR ON VIRGIN SOIL OR •ALL HEADERS SHALL BE SUPPORTED BY(1)2x JACK 5118 1(1)2x EA EASE 95%COMPACTED FILL. KIN&STUD,MINIMM. NOTES: •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB -TIE NUMBEROF ERAS SPECIFIED AT A SUPPORT INDICATES TIE ..I ED6E5,AND OTER LOCATIONS WERE SLAB CRACKS ARE LIKELY NABER OF JACK STIRS REWIRED,LANA.. X I LATERAL ANALYSIS AS AES 511/0 SPACING•16•oc. TO DEVELOP. •PROVIDE SOLID BLOCKING IN FLOOR SYSTEM ODER ALL POSTS W to 2. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES •SAW CUT OR TOOLED JOINT DEPTH SHALL BE A OF TIE DEPTH CONTINUOUS TO FND/BEARIN6. BLOCKING TO MATCH POST ABOVE. LU Ui FASTENED TOGETHER A I2d AT E-OL.USE(12)12d AT OF THE SLAB U"FOR A 4'SLAB) ,x.,��•��,�� EACH LAP SPLICE,(6)EACH SIDE OF JOIN.(7YP.ow) •JOINTS SHALL.BE LOCATED a 10'-0"OL.(RECOMMENDED)OR O 3. ALL INTERIOR SEAR HALLS AID EXTERIOR HALLS ARE 15'-0'OL.OIAXIMIIM FLOOR FRAMING Q I SHEATHED ABOVE AND BELCH OPENN65. •JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS >, POSSIBLE(I:I RATIO),WITH A MAXIMUM OF 1:15 RATIO ,Q •TR11xt SHAM BE DESISTED BY MANUF.TO MST OR EXCEED INDICATES LOCATION AND EXTET OF •DIMENSIONS BY OTHERS,BOLDER TO VERIFY. L/480 LIVE LOAD DEFLECTION CRITERIA AND SHALL RUN 0 —— 51.EARWM1 41ICH REQUIRES SIEATHINS DAMP-Amon CONTINUOUS OVER SUPPORTS WffREVER POSSIBLE. AM/OR FASTBUII6 SPECIFICATIONS BEYOND THAT Of STANDARD CONSTRUCTION •ALL METAL HANGERS SHALL BE SPECIFIED BY TRUSS p A C MANUFACTURER,UNLESS OTIERWISE NOTED. l • INDICATES HOLDONN BELOW GARAGE SLAB •TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT AM) ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR 3 Y2x GONG.SLAB ON 4'MIN. DELIVERY. GRANULAR FILL ON 95% •FLOOR SHEATHING SHALL BE 3'OR'%z COIIFORMINS TO P52-04, i J COMPACTED FILLNIRSIN SOIL 24'OL,EXPOSURE I,70N611E AND GROOVE EDGES,FASTEN w SHEATHINK TO FRA-ENS MENEER5 NY&LIE AND 10d GONION NAILS e 6'O.C.a PANEL ED6E5 1 e 12'OL.a INTERMEDIATE SUPPORTS PORCH SLAB OR 16 GAUGE Pi'LONG STAPLES.4'OL.•PANEL EDGES/e 12' LU OL.a INTERMEDIATE SUPPORTS. 1— O 3 1/2'CONC.SLAB ON 4'MIN. •ALL FLUSH CONNECTIONS SHALL BE CONNECTED WITH HANGER O GRANULAR FILL ON 95% APPROPRIATE FOR MEMBER SIZE.U.N.O. COMPACTED FILLNIRSIN SOIL Z ROOF FRAMING, SLAB ON GRADE •BAY W114,0W5 1 SEED ROOFS(11P TO 6'SPAN.CAN BE 2x4 OR 2x6 J 2 Z 3 I/2'GONG.SLAB ON 6 MIL RAFTERS 1 CEILING JOISTS•16/24'OL.SH 'C�l,y 2 VAPOR BARRIER ON 4'MIN. •ROOF SHEATHING ALL BE 7(,'OR'5;2'APA RATED SHEATHING �• n 24/16 EXPOSURE I(OR APPROVED EQIUAL). FASTEN TO FRAMING N GRANULAR FILL ON 95% MEMBERS My 16 6AUVE 14'LONG STAPLES e 4'00.0 PANEL O COMPACTED FILLNIRGIN SOIL EDGES 1•12'OL.a INTERMEDIATE SUPPORTS OR 8d COMMON U NAILS a 6'OL.a PANEL ED6E5 1 0 12'OL.IN FIELD •FASTEN EACH ROOF TRUSS TO TOP PLATE W/SIMPSON 1425T CLIP = - ! O NONAN•PLAN CERTIFICATION (OR APPROVED EQUAL).ALL BEARING POINTS. PROVIDE(2)H25T t/Vy OD )ILL CLIPS AT 2-PLY GIRDER TRUSSES,(3)H257 CLIPS AT 3-PLY LL Z I HEREBY CERTIFY THAT THIS PLAN, GIRDER TRIYJ,.Ci t ROOF BEAMS-AT ALL BEAM*POINTS. I--. SPECIFICATION,OR REPORT WAS PREPARED BY ME OR • ® INTERIOR BEARING WALL •METAL HANSERS SHALL BE SPECIFIED BY THE MANUFACTURER,UNA. (() UNDER MY DIRECT SUPERVISION AND THAT I AM DULY • BEARING WALL ABOVE •ROOF TRUSS SHOP OWLS SHALL BE SUBMITTED TO ARCH 4 ENG. v LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. OF THE STATE OF MI SOTA • —•'— BEAM/HEADER •ERECT AND INSTALL ROOF TRUSSES PER MICA!iP15 BG51 I-08 sheet'6U1DE TO GOOD PRACTICE FOR HANDLING,ILSTALLIN6!BRACING • 1:::::::::1 EXTENT OF OVEIERAMIING OF METAL PLATE CONNECTED WOOD TRUSSES." ��•0 516NATLRE: NAME.JAMES 6 FRIT INS DATE. T/OW REG.No.52036 J L METAL RANGER •SUPPORT PORCH t SHORT SPAN ROOF TIRIYLG 142x4 LEDGER FASTENED TO FRAMING 14/(2)IOd NAILS a Ib'OL.NP TO 7'SPAN). C. w0 A 12'MAX WALL IE16HT ` A 12'MAX WALL 1E6HT D 1.7-0'MAX r , To TOP Cf HEADER PM , 1o'0'MAX fll W LL TO TOP OF 1EADEP PONY Al (3-o MAX i k i KING 511A I�'-0�'AX' —I v . . . . . . . . . . . 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FASTEN BOTTOM CHORD LICENSED PROFESSIONAL EN&INEER UNDER THE LAWS J'� T OUTSIDE FACE OF W1L To ♦ _ OF THE STATE OF MI ESOTA • - ti ALLOW FOR INA.lA710N ..,...• OF.ABLE ED TRIP'.{TO \`�- i DBL.TOP PLATE rV IOd s k /N�'J ��J�,.�,/ ad FASTEN RDOF 71x155 T'49(2) O NAILS•6'OL. 71 SIGNATURE: �C/ 1�"'/ NME:,NM_S 6 PRICING >6 TOP PLATE OF MALL PITH DALE: 1/2016 REG.NO.9703t. 20 EXTERIOR FASTEN ROOF TRUSS TO 2x EXTERIOR FASTEN ROOF 1115 TO 2x EXTERIOR 51FT.�ON'F125A CLIP t _ _ m • SHEAR KALI TOP PLATE OF MALL 4NIH SFENR MALL TOP PLATE OF HALL NTH SPEAR HALL 11 IOd TOENAILS. 2x EXTERIOR z'S $g -5T£PLAN 1 SIMPSON'I125A CUP 1(2) -SEE PLAN 4 511-PSON I125A CUP -SEE PLAN/ N SPECIFICATIONS IOd TOENAILS. 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' :,:.7;•' I, II * N • I' .,e, •1i II r 1 M "13 O / 9'-0" / 18" / 10'-0" / 18" / 9'-0" / m ORONO PRESERVE �i•No.: 03 1 ©WeekleyHomesL.P. 2016 Z r OO 6007 David Weekley Homes The measurements,dimensions,and other DTZ Z No 2872 WOOD DUCK TRAIL specifications shown on this document are jXI 0 1 guidelines for construction use only.The CD = I ORONO MN Na: Scale r Z f 0007 � ^S/NU" C Scale:1/4�r_1r_0" may actua vary. This documenns of t may not be relied Nmay vary. This document may not he relied on CO• ` Sect , `Dated/5/18 Rev: , ast a representation li of what the completed rvt structure will look like. . . .1.I 2- : '` fir. 0 h. It 3 � o 4>- i E F.- A bhh s w ,...1 W , iioligfi w 1-- W Z P PLAN SQFT. 1 � � W M TOTAL LIVING 2598 Q 0 LIVING d. 0 Z 1ST FLOOR 1283 0 2ND FLOOR 1315 O 0 0 0 0 c ON SLAB CO~ TOTAL SLAB 1979 GARAGE 682 N FRONT PORCH 128 REAR PORCH/LANAI N/A TOTAL BASEMENT 1169 NORTH BASEMENT 7821 -C UNFINISHED 266 FINISHED 903 PLN -1 TOTAL BASEMENT 1169 LAUGHLIN `RAWL MECHANSPACE N/, MINNEAPOLIS N New Construction Energy Code Compliance Certificate Date Certificate Posted Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. 1/19/17 Mailing Address of the Dwelling or Dwelling Unit 7821 Name of Residential Contractor MN License Number David Weekley Homes City Plan ID 7821 THERMAL ENVELOPE 'RADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) o F. Active(With fan and monometer or Cilp r w v n other system monitoring device) 1Vi) o ¢ o i (-) U 2 71 g Location(or future Location)of Fan: co74 of g ] O „1. v O Insulation Location = .z z T U u. w R c To o° -6 E Z w w w w 2 a a Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X _ exterior Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Interior Rim Joist(2nd Floor) R-20 X Interior Wall R-20 X Ceiling,flat R-49 X Ceiling,vaulted R-30 X ' Bay Windows or cantilevered areas R-30 X _ Floors over unconditioned areas R-38 X Describe other insulated areas IBuilding Envelope air Tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: .27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): .25-29 R-8 R-value MECHANICAL SYSTEMS ( Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SB48080S17 PROG5042NRH67PV BA13NA042 Describe: Input in 80000 Capacity in 50 Output in 3.5 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 59156 31306 37224 Cfm's 1 "round duct OK Mechanical Ventilation System "metal duct — Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace Not required eq per meth,code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: .High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: 50% 88 High: 100%=176 Location of duct or system: Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: C1m's Capacity continuous ventilation rate in cfms: 85 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: Low: "metal duct Site address 7821 Date 1/19/2017 Contractor Sabre Heating And A/C Completed Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 3848 Total required ventilation 170 Basement—finished or unfinished) 5 Continuous ventilation Q C (Number of bedrooms OJ Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sa ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160 80 175/88 3501-4000 110/55 125/63 140/70 155/78 Z0/85) 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust only) ✓ Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery i� Exhaust only Ventilator)—cfm of unit in low must not exceed continuous I I Continuous fan rating in cfm ventilation rating by more than 100%. Low cfm: High cfm: 176 Continuous fan rating in cfm(capacity must not exceed 88 C7 V continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts.Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation.The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ERV has wall control set to 50%=88 CFM ERV has wall control set to 100%=176 CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 3848 unfinished basements) Estimated House Infiltration(cfm):[la 577 x ib] 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV = 0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from 577 above) Makeup Air Quantity(cfm); [3a—3b] 202 (if value is negative,no makeup air is needed) -202 L 1 4.For makeup Air Opening Sizing,refer NOT REQ. to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. • Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passive opening 1-36 1-22 1-15 1-9— 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164-232 101-143 70-99 _43-61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damiper Passive opening 420—539 259—332 180—230 111—142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper 'Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not required per mechanical code(No atmospheric or power vented appliances) i Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4"ridged 5"flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. • Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: $DODO raft Hood Gan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 720 ft3 LxWxH nL 10 WnH 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 th an 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: 4°M° Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 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: O ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + 0 = 3000 TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 720 / 3000 = 0.24 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.24 = 0.76 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): ,t Total Btu/hr d i vi d ed by 3000 Btu/hr per int CAOA= `+0000 /3000 Btu/hr per in2= 13.33 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 1 3.33 x 0.76 = 10.13 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= 3.59 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. • ' IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present -Pre-1994 5,000 250 375 188 525 263 10,000 500 _750 375 1,050 525 15,000 750 1,125 563 1,575 _788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 .1750 _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 ;6'3°° 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 8925 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. RECEIVED CERTIFICATE OF SURVEY FOR: M 6 �.. . _ __..,.. 2018 DAVID WEEKLEY HOMES CITY %.y , ,, .W AR�ITY 2 5 OF ORONO SITE PLAN ch-GRADIN,'- :N 0 . �� 12800 Whitewater Drive ❑ APPROVED �' �` PPROVED WITH REVISIONS Suite 20 ❑ DISAPPROVED Minnetonka, MN 55343 BY Mom EC1WCtiaS/c4v\ MN: H. T. PROPOSED / . L7 ' HOUSE I // o I-- T ROW N vOF .28.44 / x FIT I S�t�r 39 W 150.35 11 102817 1°29'99-M N N' TC x ! LEGEND: 1026.6 A �- • -� 5p I • 1030.14 : 9 1028.90 / % j__ NP� I ��-DRAINAGE & UTILITY EASEMENT I- 32.60 U J 934. EXISTING ELEVATION b 0 CO 51 BUILDING SETBACK t 'a ^ n ___ N o I 1027.99 1027.77 1 934.0 PROPOSED ELEVATION * to ;� �� 1 �/� o ro �� n o I 11032.0 I PROPOSED s �� DIRECTION OF DRAINAGE p X o x I o I I DRIVEWAY �' ' J l �I027.9a I J,/! x io F n x x1027.97 1028.01 - 1027.87 O 102S.9Y i 0 w r CS CURB STOP z i if CO iso ry 4'x4' CDNC. t ( I 1023.3 I 1030.6 Gb C II EOF EMERGENCY OVERFLOW N'' o Y PAD GARAGE 5.47 i ^ �) 029.as li! /. o� X ¢ '� LeleI BFE (3 STALL) -° _ �� i, ( LFE LOWEST POSSIBLE FLOOR LLQ-1026.69 0 X m m L. -- CO ---- 7 - - T x ? w N CO 34 r- �� _,r-'"' „" J TC TOP OF CURB a) e o utx x w z `+ d /0P � N •.1- 0COC W(\ 1 ro 027.86' `_ RIM21'. o Al z e' �:7 1028.77 IRON MONUMENT FOUND 7 3 -_ 3 PROPOSED -- x>P-= ---- -- -.� , 1 • ao w o0 1027.83 X a_ , , _. 24. p N o Z m �1 023.)9 FT-FULL �r CS i 'i C ❑E ELECTRIC BOX p) O x X 0 o LFE BASEMENT- = /----lit � g __ TC 1028.81 "" _ c� cn / ' "i' 1028 5g TELEPHONE BOX X i 04^ 7821 LAUGHLIN ELEV. 'C' o z o © CABLE TV BOX X (n o / Ra „..,C)9,a W I ADDITIONAL STEPS a Y _ t cn N ^gyp\\ o y� th ''9 w w(� -1¢ OAI9.02 P 28.76 i _ xo_ X o oX �, �lc� 11032.0 n O N L�4 CO~ • 10 0 SET CAP IRON MONUMENT 18425 gei�,-'4? 4 METALFENCE RAIL 1027 94 \\ 10' BUILDING SETBACK • \-1027.81 a , Q X WATER VALVE / cd m I �-DRAINAGE & UTILITY EASEMENT-� o m •� 1028.68 O STORM MANHOLE 1026.29 x FA ox o I 50.17 -� - 23.01 N� 028.70 02:.9 0 1 11 • • ! I 11 O O SANITARY MANHOLE M 102 - .„ S00 4 39 W 140.: ' -, o2a.29 102a.a6 9 I ��///��///"`��111 E 0 1028.25 - 8 T/RON • co r1 PT. T/IRON �� ' 6 �£, - _ (P PROPOSED ELEVATION o 0CN OF O '102✓.20 n r-Z 1 .. - IRI PT.� t Q PROPOSED CONTOURS 1 NOTES: i 03 3 r '--'' EXISTING TREE LEGAL DESCRIPTION PROPOSED ELEVATIONS: 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. - 1 r GRADING PLAN DATED JULY 7,2017. l; I WETLAND MONUMENT N LOT 3,BLOCK 1,ORONO PRESERVE,HENNEPIN FIRST FLOOR = 1033.69 I A ( yr� ife COUNTY,MINNESOTA. TOP OF FOUNDATION =1032.0 2. BEARINGS ARE ASSUMED PER PLAT BUILDING PAD GARAGE FLOOR = 1030.6 ~TCity LOT AREA: BASEMENT FLOOR =1023.3 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST plan O�&Zonis -o Planning&Zoning Plan Review LOWEST POSSIBLE FLOOR = 1023.1 FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND I LOT AREA=9,334 SQ.FT.OR 0.214 ACRES I IMPERVIOUS AREA=2,888 SQ.FT.(30.9%) REAR =1031.3 LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE Site Plan Review Date: _ ARCHITECTURAL PLANS. BUILDING FOOTPRINT AREA = 1,983 SQ.FT. DAVID WEEKLEY HOMES PLAN: ttW1 a DRIVEWAY =679 SQ.FT. ROVED PORCH =140 SQ.FT. "LAUGHLIN" D APPROVED WITH REVISIONS(see notes) 0%0100 SIDEWALK =70 SQ.FT. 9 FT-FULL BASEMENT- LEGEND 0 DENIES m U CONC.PAD = 16 SQ.FT. (ELEV.C) I llY 8 BENCHMARKS: PLAN#7821-C Staffevisio ,,,.g,_ :. :m7:_...-_ .. . . r PLAN DATE:REV.11/15/17 EXISTING TREE/WOODLAND BOUNDARY David WeekleyJob#: Date Staked: I hereby certify that this plan,specinreport was prepared by F. TNH LOCATED ALONG THE NORTHWEST LINE N/A 03/02/18 me or under my direct supervision and d that l l am a duly Licensed cn n OF LOT 8,BLOCK 1,ORONO PRESERVE, -° p ..r, '," k. TREE PROTECTION LIMITS Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. r. HAVING AN ELEVATION OF 1029.34 FEET NAVD AlliantJob# Checked By: DENNIS B.OLMSTEAD / 29. SIGNIFICANT CONIFEROUS TREE TO REMAIN z 214-0157-00301 OBO Print Name QjV✓ a ADDRESS: Field Crew: Drawn B: Signature SIGNIFICANT DECIDUOUS TREE TO REMAIN y MARCH 6,2018 18425 d- CE PLF Date License Number N 2872 WOOD DUCK TRAIL 10 20 40 ORONO,MINNESOTA SIGNIFICANT CONIFEROUS TREE TO BE REMOVED x Alliant Engineering, Inc. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED ORONO PRESERVE 233 Park Ave S, Ste 300 0 ORONO, MINNESOTA Minneapolis, MN 55415 SCALE IN FEET A 612.758.3080 MAIN ADDITIONAL SIGNIFICANT TREES-OFFSITE LOT 3, BLOCK 1 612.758.3099 FAX 2�2 VO batt• r''- www.alliant-inc.com o v ra YV 971 �r a 2otg- cI I Nov li _ . . CERTIFICATE OF SURVEY FOR: DAVID WEEKLEY HOMES CITY OF ANG OW � SITE PLAN 04-GRADING PIAN 12800 Whitewater Drive ❑ APPROVED ti Z10 . ,,x, •PPROVED WITH REVISIONS Suite 20 ❑ DISAPPROVED i 1 H. PT. HOUSOSED ; Minnetonka, MN 55343 BY_ASI_ _moi EOF OP / 1030.5 DATE 3 •L •LY 1029.8 o i n q)' / • / S00 43 39 W 150.35 0 i / .< )( )( O j, lsd AS iSd MI iS — isd ME AS_ ISd ME AS _ isd ME AS — 15d 'S— isd= AS / / - LEGEND: 00 5' BUILDING SETBACK o 11032.0 71 % //// 934.0 EXISTING ELEVATION 1. Q — Q X X N QQ \ , f r` 934.0 PROPOSED ELEVATION V,4'x4' CONC. W(' �� 1030.6 (() N 11/ / �� DIRECTION OF DRAINAGE co PAo 1023.3 I W P�j 1 BFE GARAGE Q��// � , ill '% CS CURB STOP CI I \)' (3 STALL)W Xat L -- 34.7 i� ,1' / EOF EMERGENCY OVERFLOW 0) N c� w(` I r �� LFE LOWEST POSSIBLE FLOOR o w 3 PROPOSED L___ —T-•-t_ I 'if 0) w HOUSE I 24.37 y i i TC TOP OF CURB Q m �, (...2?_,_:.) 023.I 9 FT-FULL I 3 3 t X .to o�{ LFE BASEMENT- _ N �( I i , • IRON MONUMENT FOUND —v1 a 7821 LAUGHUN ELEV. 'C' �— I�___ ---ci !�!' E (n L&-I-_-1( I ADDITIONAL STEPS O I z ' i J ❑ ELECTRIC BOX o a I I i/f I Iw w I '� J ! ❑T TELEPHONE BOX _X Q 1032.0 \ -- I m 1 1 O' 0 s X�— 4 METAL RAIL 10 BUILDING SETBACK © CABLE TV BOX N FENCE ! I 0 SET CAP IRON MONUMENT 18425 I lsd 11111 dS1 ds _ isd i. is =MI isd ME AS 5d ME ds 11f AS ME= lsd - is _ arm i I x WATER VALVE IO2 S00°43'39"W 140.89X029.8 - ! y 9° J� 21" � L. P T. od c X OO STORM MANHOLE 7.86 O SANITARY MANHOLE L. . E EOF \ 0 1028.43 _ ,— LPTI � ' (P) PROPOSED ELEVATION of 1 PROPOSED CONTOURS NOTES: °° 0 EXISTING TREE 5 LEGAL DESCRIPTION PROPOSED ELEVATIONS. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. N GRADING PLAN DATED JULY 7,2017. WETLAND MONUMENT LOT 3,BLOCK 1,ORONO PRESERVE,HENNEPIN FIRST FLOOR =1033.69 COUNTY,MINNESOTA. TOP OF FOUNDATION =1032.0 2. BEARINGS ARE ASSUMED PER PLAT BUILDING PAD GARAGE FLOOR =1030.6 a LOT AREA. BASEMENT FLOOR =1023.3 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IN sF PRE SE PRE SILT FENCE v LOWEST POSSIBLE FLOOR =1023.1 FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND LOT AREA=9,334 SQ.FT.OR 0.214 ACRES M Sr PSI Mi SF POST SILT FENCE a REAR =1031.3 LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE o IMPERVIOUS AREA=2,888 SQ.FT.(30.9%) ARCHITECTURAL PLANS. BIOLOG BUILDING FOOTPRINT AREA = 1,983 SQ.FT. DAVID WEEKLEY HOMES PLAN: DRIVEWAY =679 SQ.FT. ii PORCH =140 SQ.FT. "LAUGHLIN" ® , ClaEl SIDEWALK =70 SQ.FT. 9 FT-FULL BASEMENT- LEGEND CONC.PAD = 16 SQ.FT. (ELEV.C) BENCHMARKS: PLAN#7821-C Revision Note 03/12/18:Staked another house for survey. r PLAN DATE:REV.11/15/17 EXISTING TREE/WOODLAND BOUNDARY David Weekle Job#: Date Staked: Y1 hereby certify that this plan,spectlind l report was prepared by TNH LOCATED ALONG THE NORTHWEST LINE N/A 03/02/18 me or under my direct supervision and that l am a duly Licensed m OF LOT 8,BLOCK 1,ORONO PRESERVE, TREE PROTECTION LIMITS Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. n HAVING AN ELEVATION OF 1029.34 FEET NAVD Alliant Job# Checked By: DENNIS B.OLMSTEAD 29. SIGNIFICANT CONIFEROUS TREE TO REMAIN �'T 2140157-00301 DBO Print Name rl f� ADDRESS: Field Crew: Drawn By: Signature SIGNIFICANT DECIDUOUS TREE TO REMAIN y MARCH 6,2018 18425 b CE PLF 2872 WOOD DUCK TRAIL 0 10 20 40 - Date License Number N ORONO,MINNESOTA SIGNIFICANT CONIFEROUS TREE TO BE REMOVED Alliant Engineering, Inc. IIIII EROSION&SEDIMENT CONTROL 233 Park Ave S, Ste 300 E SIGNIFICANT DECIDUOUS TREE TO BE REMOVED Minneapolis, MN 55415 SCALE IN FEET ORONO, MINNESOTA ( 612.758.3080 MAIN ADDITIONAL SIGNIFICANT TREES-OFFSITE LOT 3, BLOCK 1 612.758.3099 FAX c t7ZW DILLS- Tr www.alliant—inc.com o J• �+no 2-ot v - 6 1 1 NW/ I-61 — • _ MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. �^ 201 c-00, I Issued to: David Weekley Homes Permit No: 18-140 Location: 2872 Wood Duck Trail, Orono Purpose: Erosion Control — Single Family Home Date of Issuance: 3/20/2018 Date of Expiration: 3/20/2019 By O e=r of the Board • i -nagers Cole Thompson Permitting Tec ician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on March 12th, 2018 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) RECEIVED MAR 2 5 Z018 CITY OF ORONO We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org • - m, MINNEHAHA CREEK WATERSHED DISTRICT lio QUALITY OF WATER '�-- QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org FOUNDA TION AS-BUILT FOR: DAVID WEEKLEY HOMES 12800 Whitewater Drive Suite 20 Minnetonka, MN 55343 I PROPOSED I H. PT. HOUSE I EOF 1030:51 1029.8 S00°4 '39"W 150.35 0co TG LEGEND: DRAINAGE & UTILI Y EASEMENT 32.60 LUJ >' -� 50 J 7 y- J 934.0 EXISTING ELEVATION CO 51 BUILDING SETBACK 934.0 PROPOSED ELEVATION O O Mo 11032.0 PROPOSED 0 �_ O X 1 X DRIVEWAY zCr DIRECTION OF DRAINAGE N,� (M)1031.98 O Q CS CURB STOP „" W( 1030.6 • N (� (D 4'x4P CDONC., 3` I 1023.3 GARAGE ^ �� TC EOF EMERGENCY OVERFLOW W X it ¢m I i (3 STALL) J BFE '� '� (Jj LFE LOWEST POSSIBLE FLOOR w co 34.7 �� ( , a) \ F- cn (J(, 1 z �./ TC TOP OF CURB 0. Z w 3 PROPOSED i___ Qi w =�:7 PIM • IRON MONUMENT FOUND cs) J �-� p Q 1023.1 HOUSE Q 254_37 -a w -I` ❑E ELECTRIC BOX ° X Z 3 °' --•--X U 9 FT-FULL 1--L-N-w 1030.04 c p) "o LFE BASEMENT- = e n T _ o Q ❑ TELEPHONE BOX CO - - V)a 7821 LAUGHUN ELEV. 'C' vi sx- / (/) I a0 LJ J( 1 ADDITIONAL STEPS z Y ' © CABLE TV BOX © o o SAN= E i/ 0p w3Cj (M)1031.9711032.0 sm 1019.02(P) O 0 SET CAP IRON MONUMENT 18425 S - Q mw 10 X -4' METAL RAIL X \ 10' BUILDING SETBACK --- OU1 c•IO g WATER VALVE 1 FENCE a r o -DRAINAGE & UTILITY EASEMENT c ' 161OO STORM MANHOLE �, 50.17 �.� 23.01 � `� 9� 21"W © SANITARY MANHOLE " I S00°43'39"W 140.89X Ip2 PT.SI �RIM - -- 10.2 9.8 7.86 -7 G EOF �T'w X (P) PROPOSED ELEVATION 0 1028,43 r ;RIM L. PT. PROPOSED CONTOURS NOTES: 0 EXISTING TREE ; -. _ „� a .. r ♦ -. - i L Tit U N Page of cmt-dson 10/14 INTEJTEC The Science Yo Huild On. `. 4 11. Daily Soil Observation Notes Project No.: Ory 27 I1 ' Date: 'I -11- 18 Report No.: f Project Name: 2F R` Wo` ^ 0""- ` `":k'\ Project Location: L1- 7, 6)01 ) Oro. . ereSt v'( Client: g-4..-.4 '_ A4-17 1- t5 ' Temp/Weather: . . /S L''' ." ' et'Project Manager: '1 Jd�^°`�" Time Arrived: Departed: Soil Observation Areas Observed: O Building Pad ®c k9use Pad O Roadway O Pkng/walks O Footing ❑ Proof Roll O Othe,4(describe) t `. Soil report available? ❑ Yes ❑ No Report revieqed)ti 0 Yes ❑ No Report prepared by: Get copy Benchmark: t,„ry Benchmark elevsatio'' : Benchmark provided by: S car S� `-�. � Finish floor elevation : - Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? k.(tC Specified comp ont Fill source: "c; \) Oversiiing appears adequate? ❑ NA Yes . oils observed agree with Soils report? ❑ Yes ❑ No , � Soils appear adequate for design loads? N"0 Yes ❑'N1a ;roposed project bearing capacity(psf): 2 A a o ' Contractor notified of results? -51 Yes ❑ No Name of person notified: kky,'vs, �w&A, i Was a copy of this report left on site? P�Yw�� Yes ❑ No If-so,whom was it submitted to? — `,„,k t J ,.�... t,,._<-� -w< <=moi:-r3 E,ai�..__. ...-. _ _ .1._.. _ - - " J y � -N coi s, . �,,l :,,, r b £ � S , like-f-, ,),‘.• . Q "-� cd,-- a. I?, ® j . _ _ - - �� ,� �t ;1 _ GSE - 10-3(q �, l I o � 1 ,, ®, : - T Notes/Comments: Write bottom elevations, date excavated, oversizing and type of bottom soils on sketch /4/111 Performed By: k 0").6 .Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed. Observations and/or conclusions and/or recommendations conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. A( /y TIME CITY OF ORONO CALLED IN 1 d INSPECTION NOTICESCHEDULED azgra I , '_ PERMIT NO. �(D!$---VC./.2,--11 COMPLETED //1;Oil ADDRESS a1 772 G0�� jG �GLc.( OWNER • T LEPHONE NO. 67M— b3 73"5 CONTRALTO•se. .Ll�:. i Ari DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL 0 LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL , ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: S, '/ v� Jc i g/--4 4 v1 CC irS -ice Sufr-�tvl�S (14ckcS J CC CC CC LU' S.WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 17 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice �r ( / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICESCHEDULED 7-1S 74-5‹) PERMIT NO.0ROi =0b 35I Y a2COM ETED ADDRESS ,Z�� tOOD17 OWNER _ E EPHONE NO. IPP'F 7"61.2yJ CONTRACTOR %CU)1 , �I d,�je– � � / DESCRIPTION / `�G�'CDoQ A 1 — W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING " 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0NAL ElWATER HOOK-UP 0 FOLLOW-UP • ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL r ❑ DEMO-SITE 0 SEPTIC INSTALL ' OWNER/CONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: 01-4114 ,-Wo r�k,-412 r? L. SI�p ,s e Lk' /1) 5U)4 Or d- 6,. )7. L-,71� %• !/-.-1- ie p ra v/cue,cl -F.,r al r- f f c. ,,,d.rw..5 N. W 0 �# L a S-43°4 /I' l v C.-/1-71-y frnal Jr ','v1 d/O5,r)b'N &)4' 'c7 1/ z 4hci rock- Ger-i'vLi/ / Z w cc J a . W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE NWCC CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY O CICORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 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 Owner/Contractor on site: Inspector. ��v h A White Copyllnspector's File Canary Copy/Site Notice DATE TIME, CITY OF ORONO CALLED IN INSPECTION OTE SCHEDULED PERMIT NO. 0 — '''.\1COMPL E ADDRESS W� �►1.l-1� OWNER jj TELEPHONE NO. ' 27I .__. CONTRACTOR U �G� Y ' t�► i DESCRIPTION � l l, C) WGA I W ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL • ii3KES2URED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT • ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 14.1_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL - OWNER/CONTRACTOR TO MEET YOU:_YES_NO (1• COMMENTS: cc a eGehA5 oK c bae- lee Iligr 4-5•- P_ 701 me—' 14.CC OK /pp rt ®419SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY .1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector.9,144., I White Copy/Inspector's File Canary Copy/Site Notice