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Home My WebLink About2018 - 00036 - new structure CITY OF ORONO I 111 1 I I l TA I I II I I I 1 I * 2750 KELLEY PARKWAY * 2 DATE ISSUE 0 0 0 3 6 UED: 01/29/2018 ORONO,MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS : 2865 WOOD DUCK TR PIN : 33-118-23-24-0034 LEGAL DESC : ORONO PRESERVE : LOT 4 BLOCK 4 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 543,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,855.67 DAVID WEEKLEY HOMES PLAN REVIEW 1,170.49 12800 WHITEWATER DRIVE#20 STATE SURCHARGE(VALUATION) 271.50 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#:BUIL-BC697545 TOTAL 7,782.66 Payment(s) CHECK 2764072 7,782.66 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 revo y ime fo due-s use. /)�--- M 7/60 ��, ,_. , / 1,n, / Applicar CPC ntfee Signature Date Issue, :y Signature Date Builder Acknowledgement Form Permit #2018-00036 / 2865 Wood Duck Trail Builder Representative Name: 4\CJ .ILL ,Q �7 Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. °- Schedule a minimum of one hour for the framing inspection. A" i 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 ;rf'( inspection. f� r Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. ;��;/(V. 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. �( NOTE: The maximum driveway width allowed for residential properties is 20 feet. The driveway should intersect the street as near to perpendicular as possible. The driveway width must be adjusted to meet City requirements. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. �/ti + 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. ``✓ t9 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 �C 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\2865\builder acknowledgement form 2018-00036.docx CITY OF ORONO BUILDING PERMIT APPLICATION 7 7 .o�, FOR NEW STRUCTURES OR ADDITIONS ^� W o A, Mailing Address: Permit number: 2t 'POBox66 Crystal Bay, MN 55323-0066 Date received: /-/, Street Address:' Received by:2750 Kelley Parkway Plan review fee: / 3�5.7v Orono, MN 55356 �/ --,06026 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us Set--nt.) rt -70-6 oc,a.o-0 This application form must be completed in full and all required information must b submitted. ap/ 00037 Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 25, 5 wn orl,, rk>rail 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# Bc-697545 Expiration Date: Phone: (cell) 612.716.2627 (office) Mailing Address: 12800 Whitewater Drive.Suite 20 City: 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): Mary Jane 612-260-2309 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 Y ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Description of project: _ 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& XWater Supply 0 New Construction ❑ Single Family with 0Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑x BuildingPublic Sewer ❑Accessory ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage 0 Residence ❑ Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo 0 Retaining Wall(s) ❑ Public 4-feet or greater 0 Public Water **Any earth movement may also require 0 Commercial ❑ Storage MCWD review&permits. 0 Industrial ❑Warehouse MCWD ❑ 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.oro _ RECEIVED Estimated Construction Valuation (excluding land) $ 250,000 JAN 1 2 2018 CITY OF ORONO Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= Number of bedrooms= 2. Occupancy: b.Width (ft.)= Number of garage stalls: .13 3. Occupant Load: Areas in square feet Attached= c. Basement= /(//v Detached= 4. Type of Construction: d. 1st Story = /�y2 e. 2nd Story= /�� 5. Code Edition: f. '%Story = g. Total Area= ittigy REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable 0 Building Permit Escrow Agreement and Fees [V- 0 Plan Review Fee W ❑ Completed Application Form Cdr 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/x 11 set GY' 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements G]i 0 Survey—2 full size, to scale(meeting ALL survey requirements) 0 Hardcover Calculations ❑ Septic System Certification COY 0 Minnehaha Creek Watershed District(MCWD) Permit or — / Documentation from MCWD stating no permit is required ❑ [5' _ Landscape Walls and/or Retaining Wall Plans ❑ 0-- Stormwater Pollution Prevention Plan(SWPPP) ❑ C / Access Permit ❑ C�7 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. 2/2-47 Applicant's Signature: 41, Date: Owner's Signature: Date: Last Updated: January 2016 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: __/ & I I ,v L r _ Permit No.: Za6 00010 Description of work: rvAAD kbYYNQ____, Date Rec'd: 1112 I `t N SeSeptic review by: SW/ 'f- wai-u �� P ) � Date Approved: Zoning review by: CIADate Approved: I.25 •l 8 Building review by: (ice / , _c- -r Date Approved: =,L Grading review,by: ►r t ail)Sett I Gi41Date Approved: I '2-2- '1 K* Zoning District: V-1^)v D Zoning File#: OV-6110 "e_ exvV Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA Zoning: Lot Area:I/4lb ®/AC Width: Structural Coverage: .�iii�u. SF % Survey Submitted: ti Yes D No Date of Survey: `2 L U I Ili Revised date(?): Landscape plan submitted? D Yes Landscaper: D No/ None proposed Proposed Setbacks: 'A Front(Lae) Rear(Street) ( N S E 11 ) ( N S (E W ) Other Buildings Wetland Side V Side � ' �S Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See "building height" definition): (a) 2k First Floor Elevation (from building plans): (b) b Highest Existing ground level (per survey) or 10' above lowest ground level, (c) 'Mn P,1 7 whichever is lower: uJ�-�i a Difference between (b) and (c)*: (d) .1 DEFINED HEIGHT *If highest existirrg adjacent_.gradis-abeve-FFE—Heightis-(a)=(d). (e) ZGl ,, *If highest existing adjacent grade is below FFE-Height is(a) +(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? es D No Permit Number: \1 - D Yes 0 No )24/A 0 Yes p4o 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) 15.16/0 0 Yes e,12-‹ D Yes ,Gelleo 1 2 3 v 141 ,, a 3�N�J sf 5 Type(s): Type(s): cjc;PVIC2- 0• wit) , 11 nce_. tit a pdated: June 2017 z:\forms\plan review checklist 06-2017.docx • r~ C��i ` r Fees to be Charged 1 -1.) vol 'Jo . `` ►`Rleh Review .i - '--). 'ii 4 �:_! I State Surcharge '_ Investigation Fee LV .,t ,' _ _ 1 : Other(specify) I l. Square Footage $ per Square Footage lL QQ Basement I I �Z? x /05. Z.�Z. = $ 11F-0 J 5'01, 108 /a, e� Un • 1 X g 7 lf-�• _ $ I - 194 2nd Floor � - •- �9z Ir��, �x 7_ = $ 3�It,i�I , 9E Garage &ar X ;'q. 17Ll/- = $ J 8j41 .ZO Estimated Construction Value: $ \`7 S D Oc? �. ! ,� ,�.; Orono Inspections1tegijred,'• Work Requiring Separate Permits Footing D Site ,'Plumbing D Grading/Filling Poured Wall Silt Fence/Erosion Control X Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection b Waterproofing/Drain tile Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other4specify) 0 Landscaping t\ w,4 ! t Framing . r^ '+ • 0 Septic r •1 i AI Insulation . 1 A1 As-Built Survey ,ti Final Lathe Required State Permits O Other(specify) Well >c Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: D See Builder Acknowledgement Form D Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Monday, January 22, 2018 4:04 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2865 Woodduck Trail/#2018-00036 Chris, I've reviewed the subject Grading Plan and Stamped it approved with comment: 1. The plan was missing the sediment erosion control measures. 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. Double silt fence must be provided for any work indicated within 50'of a wetland. 2. The maximum driveway width allowed for residential properties is 20 ft. The driveway should intersect the street as near to perpendicular as possible. The minimum driveway width is 8 ft. 3. A separate utility permit will be required for the sewer and water connections. Adam From:Christine Mattson Sent:Thursday,January 18, 2018 10:22 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: 2865 Woodduck Trail/#2018-00036 Adam, We received a building permit application for a new single family home at 2865 Woodduck Trail. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 1 Orono ? MN 55356(physical address) PO Box 66 I Crystal Bay MN I 55323-0066 (mailing address) 'S 952.249.4620 i g 952.249.4616 cmattson@yci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19, 2018 1 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL N O. 16 6 o `= 9KESHov-� 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 buffer plus 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 4 / ---7--•P __-. _ . _. -- -------_ OW CRYSTAL SAY ROAD NORTH (PUBIC) . - �J II t`- I I \ ...---1 -1 r e'�/� -(r -I r_-_-I I r 1 \ I - �r 52 X L a as �I �� — 'r a� %,_ _ .. _ _i , r — I, I I 1 , I — 1 1,1 I I , B 9 10 111 1 12 1 d1 , 2 , h3 4 5 I 6 1' ‘0 (,� I _ 1. -' J L ' I I` , ,, ,, �, _ POND 5 ,I 16 i 7 / B91Ir1rr :l \10I \ �`` 5 i I 1 1 • I 7 i FF--,--_--,-_-_-::::::- ,C ♦ \., \`, ♦ ... I r L, j" <' •, .:N : ♦ FILTRATION (.. -! !_ J 'I-7 o i;i S !7%'; k''', ♦\s.\\ • \`\\\V :�:-� •►1<,\ ♦. " 1• 13 1 . 4 . //7. i// i/ •'C\\ \ . \ `.\\ " 1).. ..` \♦• % • 14 . 's\\.\\\\\.)1 \ \ \i ed I I 0 3 Ii j+ i / 3 -J'\! �\\\�\• 'ft'♦ .\y. �\\\♦\ . \ \ \ v,'`' `• �' '"\ `1 ,. N. 'is.% •.\L.%-.„.\.\\\,\A s....k, N‘ % . ,, , 16 ••-4,- i rt _L-_ ._ 1 . i.I.. -___J / r.t',,,•••\-'7'<" \:',/, \ \ , `\. 111` \ \��I R % 1 • I I I 1 11 •I •: I I 1 R �� \ +,- -f �\, \ \` , V\ I , ,./.. . , , ,„ , ,\..,..,\\:_ L__ ,,,..:„ I I I i I I I I I i LEGEND: 7.5' - SIDE SETBACKS 7.5' - 1-SIDE SETBACK 5' - 1-SIDE SETBACK S' - 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 WE: 3-4-16 DRAWN BY: MPR ALLIANT ISG:E:1-.100. City of Orono SoHo Hardcover Calculation Worksheet 1pf,„.1 Property Address: ZS (� to touc-k `�i'tFSH Os, Prepared p by: /ufAj/i3a4., (604zgel, Date: / Li 2,top? 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 rw !det4 /b Jg S.F. B etc u- 2/3 7 S.F. C v 1 /15 S.F. r.A- U r•Kc c foci o� �Aecti- S.F. 5►,6ur4C/� i!� S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. O S.F. S.F. S.F. S.F. S.F. S.F. S.F. V S.F. W S.F. X S.F. Y S.F. Z ' S.F. (1) Total Proposed Hardcover _ $c1'5 S.F. 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)] /6 _ S.F. (4) Total Lot Area ' ' S.F. Proposed Hardcover Percentage [(3)_(4)] /54 This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 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. IIICompleted Application Plan Review Fee Paid IINSigned Escrow Agreement & Escrow Payment 0 Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 11111 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a INcopy 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 project. Signed by: '' Address: 24 / tittrO9 13V-k— Z/3( (2,-- Permit t - Permit #: 0. .()/ F—b00 - -6 Last Updated: January 2016 --)-- y � — «� a 3 a-----(---°-.7.11g? ez � n � zzb ^� ta g tom 3 4 Z 5C , c m 3 m 0 I0 I. a 15 < W A o m = :° o A N .Tr Ill 3 7y (D [-+ s A' d A '� 'o n a 3 mo o• 0 4 �. 9 na S a m y o �-? n b 7 N y O' 0 0 m e� C Z• O 1Z C' O 00 OQ O y ee a O_ m c; 8 m '�O to F n• O 2 4 7 2 1 . ee < O < ".,j' w a A T• O O 3 S �' w n w '1 A N O A C. m ^ 7 O * a jE . °—' g `o °� o A a p v ° us Z C) ,-n tQ = O e ^' V ., o e :s tD B c Q < c ma. to c `< Fi A w w 9° C a o '" A o 4's9z,a. cD o. o o C ° b a o A D c o o M n o o eD n Q. ... CP m .. ft M' E n t A ^ c ti C N ' m C Y to n N tp m 3' 3 5 7 {U..,,1p Z 2 r to 2.A R. c lyaD c c_ w y ° 7 n 4 to o ao m of. m .de'',-.xri r 3 to 2 0 iU cr n N x -, 11); w a m 12 tE 7 + o < y E. s.22 e, el n n n '� tSo A S R' C.11 a o o w n ao 'r1 tti •v> - N s W m Q P oaoo' Co at oo (n S. 'O n O j m \o O t'J CD v o 5• _ o O g' g' n �1 Z :>7 :L1 :0 iL) A �1 Z7 ?� ^c' n g- o p m D — = www $, N N N o Total R-Value of all Types of coO ct) OOO n y Insulation Ip a N A 3 D _ g ? w .y� rm N a p Zz 5 X X Non or Not Applicable e `w o rn X X •Fiberglass,Blown .-1 E 5. A g < ` i? S .v► X X X Fiberglass,Batts n co g P o D o o m rt X X Foam,Closed Cell c O •• o m w O a o w „ ° N a c , ' 3 Foam Open Cell w c Z .� D -..Q.. n go p T n o W z '' OD 0 - g •-i Mineral Fiberboard w O Oa = D 5 o =X Ric7 = gid,Extruded Polystyrene y 00 rn c g A w H x Rigid,Isocynurate N N �' N) �. -- w e0 � � a r v a c r >< C ° X O a. 6. o e w X C7 T m _ CD 0 !'10 o w z a . t') c 9C5o ' z 9e o p O ❑ S2 w Z o g' (D c:, N. o 6i 5 o g' P r, `n o rp n S y -o-n i <' . Z to c p <• is c a o f c i7 N c F, O ti 6 N A - ® N N S O Z n. .n. O S. d `j n+ a n w S. 0 Or 'z7 Z p m P. Ps ie C N .. ' a 1?.; -o0 toCD a 3 ;co U Z X 5 x <y fD 0 i7 o g' a o c o- a w .00, 4. 3 y 0 S < 0 R n < aoe N n 2. —I rt4 rn 3 0 7826 Peach vale HVAC Load Calculations for David Weekley Homes � I Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Rd. Plymouth, Mn 55447 763-473-2267 Wednesday, December 07,2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. . .~~,a`.~.°"==° Elite Software Development,Inc. Sabre Plumbing&Heating � � 7826 Peachvale ,r'~°~`~ z/ _' _��c_ __'-__-_' _-��___��___�� ____ �.___ ,ape�� 1111 ��v�m� �� Project Report _ ___��—_ 1 / li '` ------'� ---- Project Title: 7826 Peachvale ------- -----� Designed By: Josh Gray Project Date: Wednesday, December 07, 2016 Client Name: David Weekley Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Rd. Company City: Plymouth, Mn 55447 Company Phone: 763-473-2287 Company Fax: 763'473'8565 Company E-Mail Address: ]ooh.gnay@oabnahaating.cum [DiSign Data --- | Reference City: Minneapolis, Minnesota --~ Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 | [Check Figures Totm CFM: 1,275 CFM Per Square ft.: � �------- Square ft. of Room Area4,434 Square ft. Per Ton: 1.561 / Volume (ft3)of Cond. Space: 40,038 LBuilding Loads Total Heating Required Iluding\A*nUlaUonAic -56,869----- Btuh 56.869 MBH- --------- --- - -- -� ! Total Sensible Gain: 28,224 Btuh 82 % Total Latent Gain: 6,078 Btuh 18 % Total Cooling Required Including Ventilation Air: 34.301 Btuh 2.86 Tons(Based On Sensible + Latent) iNotes __�--___-�___'------------�- ----------'-- - �---- -- RhvachyomACCAopprovadManuo Jand Manual Ocomputer program. ----- -- �— � Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates � ambui|dingumsand�oathermoywsry Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. ! � ! — N1:\Solemand EaUmnUng\HeotCo|oo\M|SC\~UNl7IO.rh9 Wednesday, December 07, 2016,4:34 PM ` . ' ~=^'Residential~Light Commercial HVAC Loads Elite Software Development,Inc./ � Sabre Plumbing&Heating Illi)� 7826Pnudnm�� `MN5544Z �� ___��--_-_�____�_.�_____—_ _�___�__ Poge4| | Total �� Summary Loads ---] ! ___- _ �'�`__ -_-__ � ^� ' . " == �� Se/ Totall [DAescTiptio] _ ^ __- Quan � _Loss L_-__--Gain Gain Gain| LOW EE: Glazing-Builder Grade Low E Windows& 327.7 9.122 0 0,460 - Sliding Door .32 U value .30 SHGC, u-value 0.32, SHGCO.3 11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544 15A-l0sffc-8: Wall-Basement, concrete block wall, R-10 1432 5,233 0 0 0 foam board to floor, no frmming, no interior finish, filled core, 8'floor depth R-20 12F-Osw: Wall-Frame, Custnm, no board insulation, 3314.6 19,031 0 2,911 2,911 siding finish, wood studs RJ R20 Closed Cell: Wall-Frame, Cuo0om, Spray Foam R- 582 2,532 0 448 448 20 R49- 16B-49: Roof/Ceiling-Under Atc with Insulation on 1482 2.965 0 1,636 1.636 Attic Floor(also use for Knee Walls and Partition Cei|ings), Cuatom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20-c: Floor-Basement, Concrete slab, any thickness, 1410 3,312 0 0 0 2 or more feet below grade, no insulation below floor, carpet covahng, shortest side of floor slab is 20'wide Subtotals for structure: 44.167 0 14.999 14.090 People: 5 1.000 1,150 2.150 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5.175 Humidification (Winter) 16.41 gal/day : 6,017 0 0 0 AED Excursion: 0 0 2,697 2.897 Total Building Load Totals: 56.869 6.078 28,224 34,301 iiii- riYie_- __ �_----___--_-___---_-__ r= == ^==.�- - _ _-� - / Total Building Supply 1.276 CFK8Per Square ft.: 0.288 Square ft. of Room Area: 4,434 Square ft. Per Ton: 1,551 Volume(ft3)of Cond. Space: 40,038 ---- r_--------'----- -��--��-' - - --- ---��--_----------------- ' ---- �~- --'---�--- '-�-�----^- --�---------------�-----�'-- ��- � Total Heating Required Including Ventilation Air: 56.869 Btuh 56.869 MBH ------ Total Sensible Gain: 28,224 Btuh 82 % Total Latent Gain: 6.078 Btuh 18 % Total CooUngRequired |ndudingVenU|aUon/�r 34,301 Btuh 2.86 Tons(Based OnSensible+La�nU |� ��--- ----------- ---------- ----'-------- .��t�m __` _�� ' ^'' � '_ _ ___ �__ _ _ �� '� � \ Rhv�ciwonAC�Aapproved Manual Jand Manual Ocomputer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. || ! M:\Sales and Estimating\Heat N7-[LO.rh9 Wednesday, December 07, 2016,4:34 PM Site address 7826 Peachvale Date 12/07/2016 Contractor Sabre Heating and A/C `amyeted Josh G. Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4434 Total required ventilation 180 Basement—finished or unfinished) _ 5 Continuous ventilation 90 Number of bedrooms Directions-Determine the total and continuous ventilation rate by either using Table 8403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sn.ft 1 continuous continuous .continuous continuous _continuous rontinuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 _105/53 120/60 135/68 _150/75 165/83 3001-3500 100/50 115/58 _130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 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 Exhaust only Ventilator)—cfm of unit in low must not exceed continuous Continuous fan rating in cfm ventilatio rating by more than 100%, Low cfm: 93 High cfm: AOC Continuous fan rating in cfm(capacity must not exceed .7 1 OV continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.Balanced ventilation systems ore 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 30%=93 CFM ERV has wall control set to 60%=186 CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.If exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new Installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column 0 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 4434 unfinished basements) Estimated House Infiltration(cfm):[1a x Ib] 665 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); [2a+lb+2c+2d] 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from above) 665 Makeup Alr Quantity(cfm); (3a—ub] 90 (if value is negative,no makeup air Is needed) _`)2 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 pllance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passive opening 1-36 1-22 1-15 1-9 _ 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318-419 196-258 136-179 84-110 9 ,w/motorized damper Passive opening 420—539 259—332 180—230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 `>179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shalt 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) H Passive(see IFGC Appendix E,Worksheet E-1) Size and type 3 inch ridged,4 inch 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: 80000 raft Hood Dan Assisted 'Direct Vent Input: Btu/hr or Power Vent Water Heater: 40000 raft Hood IFan 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: 640 ft3 LxWxH 110 IL BDWEIH Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)i s less th an TRV then go to STEP 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: 40000 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: 0 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= 640 / 3000 = 0.21 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF 1- 0.21 = 0.79 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): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA= 40000 /3000 Btu/hr per int= 13.33 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.79 = 10.49 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= 4.12 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 ,1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 _1,875 938 _2,625 1,313 30,000 1,500 2,250 ,1,125 3,150 1,575 35,000 1,750 ,2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 .1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 ,5,250 2,625 7,350 3,675 75,000 3 750 5,625 2,813 7875 3,938 80,000 4,000 ,6,000 3,000 8A00 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 2,975 4,988 100,000 5,000 7,500 0,750 ,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 p9,750 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 16800 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 7313 20,475 10,238 200,000 10,000 15000 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. 47'-4" 8" ,, 21'-10* / 24'-8" 7 T-10'' , 3'-8" , 13'-2' 2' o , CO 1 IC ct a �_ €PSA — m 1 E.— , ,2�. g��p, N p 1 COrn N � C 0 r gg-s U SZCO 1 1 -4 j go rrla X./. 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No.: Lot: 04 ' ©fleekley Homea L.P. 2016 The measurements,dimensions,and other - r N o 6002 David Weekley Homes specifications,shown on this document, _ C 2 865 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. o < Z -i Job No.: „ , „ The actual specifications of the finished r- m ' D _• � O T I 1 O, 1�1 BR/JP/JIM Sco1e.1/8 = 1 -0 structure may vary. This document may Ki.) 0009 Sect: not be relied on as a representation of `Date:9/25/17 Rev.: what the completed structure will look like. L. -, I n - iI L , - rn z ^ 3pp zAz A �— A ( ~ P ALj rnn T m V. i lu, ! I2 8 v 6 q A � � J OZ cf) II a rrn co K I 71 z Z -. ]> I / ' •• TRUSSES ti i II 4'oc.MAX _ zcO U m 1— cry os rn c m z0 � K-11. Erl n 1 1 ci pi —I = _.0(___. = = G7I I i ...............4IS' ••-TRVY.L., ril ^1____ I I ■_ •24'oz..MAX r mL_ I - - C./) �_ I 4111111111111111111111111, I : I _ 11._I 3 i N i I 16'FLOOR 61RDER TRU55 r T- Pe tzl i ' RS'FLOOR TRu56E5 ' - •24'oc.MAX A ( IB'FLOOR 61RUHt 7 : 4 1 I m — 18'F2TRI .X O 244''0.c.MAX I Z 1 E• ii Ill i / Ib,-5' / 23L1` o C wngrN @ gm _ 5 rTc;LiT IL,,,1,,,4 N y',i',;' 1 3N (-n � O Vgg:, q N p� , n r,-o -it lm D rA A N K m ORONO PRESERVE Proj. No.: Lot: 04 ©lteekley Homes LP. 2016 The measurements,dimensions,and other m . CO o 6002 David Weekley Homes specifications,shown on this document, c 2865 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. o v 3 Cr) —_, ^ Job No.: BR/JP/JIM Sco�e:1/8" = 1'-0" structure i eamayvary.specifications of nmay N m ' O RON O I 0009 Sect: not be relied on as a representation of w y , , Date:9/25/17 Rev.: what the completed structure will look like.• r.-'1 ,- 1.-,-.1 ii ,_ J • H ti 1....1 L_J �p �V R y f1 r1 3D % o A -' ma z A g y D A d 3 6 (2)2x6 z n Nk 1 1 ■ o = i I ` m el\% _ - 1 o 7,-- * II Cr o _ _ i Iiv Ims.z y� = I rriI— (/) /� Hi N ' I 18'FLOOR IRU55E5 cr) I I Ie•Roan TRlrrc� - ' - I o 24'o.�.MAX Y/ Cr) s24'oa.MAX !� = 1 DI--71 X i0 I :: , rn i ig U om -� m 1° 1, 18'FLOOR BIRDER TRU,fi ,d, ° Am — — (211�,k19•LVL FIusI+ = L G7 1 n� .....m. 1.-j i =P ,41^- 18•FLOOR TRU7�Gi §'�1 lj/ ROOF TRoL. I R 0 24'04.MAX S*� I 'l os o 10-618'FLOOR CARDER TRUSS 3� ES X I 1 ' 16'FLOOR TRUSSES 4Ir 18'FLOOR TRUSSESrif a 24'04.MAX ,40- a 24•oz.MAX Y/ 1 ) 1 1 a .0) i o SI ' _ IITT18'FLOOR TRUSSES C ;i § ,_-_, O 4'OA.MAX ,k-' i 1 I � ii i 1 1 1 (2)2x6 cam w A. ac.b 1v lY 3. ;'''rd, AAT 7N,13i64 - u, A A 4 \t\ -,2k-r,-,1,- D:: N iT % rn_g,, `� 2 i ♦ i ♦ i • 71'1Proj. No.: ©lleekley Homes L.P. 2016 ffi ORONO PRESERVE Lot: 04 The measurements,dimensions,and other 6002 David Weekley Homes specifications,shown on this document, m 0 N ° 2865 WOOD DUCK TRAIL Bik: 04 are guidelines for construction use only. o D E a) —{ Job No.: , „ The actual specifications of the finished 1�•T BR/JP/JIM sca�e:1/$ = 1—Q structure may vary. This document may N frT1 O RON O, NA 1�I 0009 Sect: not be relied on as a representation of l % Date:9/25/17 Rev.: what the completed structure will look like. [ 1 I 1l I...,5 1'1 i u, C'�J ' A A r- m , rn T D cp En ci 3 a OSB SHEAT II -PI (5E NOTE$) 7 7 'OA* (272x6 (1 z O I—-----I I—----I 1---1.7 I \ C:) O 4 co —1 —rt ,' b CD �y -gyp'' MP 61RDER-muss 3L \ r— \-f-' iv at— z C11 it o fTl i I >r 1P- Nli, i , 7 -‘ 10717 :) % ' = (!) L—1 L J ,, ,�i >< 1 rn C L'15...3L'15...3L'15...38''',1 ROOF TRU55E5 O 24"04. r _r—J —1 `s, I 1' \ - : I 1 <\� gi faNT 1f1 \2i <I - . . s 1 I ,, ; iia Ca IR .. .:, 1. MP 6N'tDER TR., 1 ro-t 1 I `� LJ ■ t-- ---F I----I _ 1. L———' (3)2x10 GOVT. (212x6 .s. 1 c > Y` oT ',1rnrnrn — �zNz~%l DITT i-m-a--( �i \ >g rT�<zy A16A . i$ A ti -O 2( 3m D a, 0 A 1 Proj. No.: � ONeekley Homes L.P. 2016 m 0 77 o ORONO PRESERVE 6002 Lot: 04 David vveekley Homes shpeoificaimeasurements,shondonensdocumen other D _ c 28 65 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. o < —{ Job No.: „ , ,r The actual specifications of the finished r = BR/JP/JIM scole:1/$ —Q structure may vary. This document may ` N Fr ` ORONO 0009 Sect: , Date:9/2S/17 Rev.: what be completedsrtructuewillotookflike. seaL LATERAL BRAGIN6 NOTES SEAL STRUCTURAL NOTES GENERAL.STRUCTURAL.NOTES THIS MODEL HAS BEEN ENGINEERED TO RESIST FOUNDATION •DESIGN 15 BASED ON 2015 MINNESOTA RESIDENTIAL CODE LATERAL FORGES RESULTING FROM: (2012 INTERNATIONAL RESIDENTIAL C.ODE). 115 MPH WIND SPEED,EXP.B PRESS •FOOTING DESIGN-2A00 PSF ALLOWANCE SOIL BEAPRESSURE •WOOD FRAME ENGINEERING,IS BASED ON NDS,'NATIONAL DESIGN (ASCE 1-10 WIND MAP,PER MRG R3012.I.0 BUILSPECIFICATION FOR WOOD CONSTRUCTION'-LATEST EDITION. 15 ASSIfr- . DER/CONTRACTOR MMT VERIFY. •DESIGN LOADS: RISK GAT.2 4 SEISMIC CAT.NB. •MINIMIM 26 DAY COMPRESSIVE STRENGTH OF CONCRETE ©AcyAgm HUXERN a KI1P 90 MPH WIND IN 2015 MRG MAP FOOTINGS SHALL BE 5,000 psi ROOF SNOW=35 P54'(50 P5F GROUND SNOW,TRUSSES) Structuralugn Structural rany Inc. .FOOTINGS MAY BE POURED PITH 3,000 I CONCRETE IF UVE•Zo PSF APPROVED ADMIXTURE IS USED TO ACHIEVE A HATER AND DEAD•1 PTF TO, 10 B.G. ENGINEERED DE516N WAS COMPLETED PER VAPOR RESISTANCE E(,LAVA E NT TO 5,000 pH CONCRETE LOAD DURATION FACTOR R=INS n m z 2012 IBC(SECTION 1609)4 ASCE 1-10, •FOUDATTON WALLS AHD FOOTING SIZES ARE BY OTHERS.IT 15 TIE FLOOR LIVE•40 PSF(30 PSF•5LE3s1N6 AREAS) -2 j a AS PERMITTED BY R301.13 OF THE 2015 MRC. BUILDERS RESPONSIBILITY TO PROVIDE LP-TO-DATE B4BI4 ED DEAD•10 P5F TL.,5 PBF B.C.(TRU cz.,) D m FOUOATION DETAILS.CONTACT M4K AND BUILDER IF LATEST ADDU 10 P5F•CERAMIC TILE u AGGORDIN6LY,THIS MODEL,AS DOCUMENTED AP AND DETAILED HEREWITHIN,IS ADEQUATE TO DETA�ARE IN CONFLICT WITH ANY OF TIE INFORMATION IN TIE Y z STRUCTURAL PLANS.INTERIOR PAD/COUSIN FOOT1N65 HAVE BEEN LATERAL SEE LATERAL BRACING NOTES RESIST THE CODE REWIRED LATERAL DESI6IED BY M4K AS INDICATED ON TIE STRUCTURAL PLANS. `"' ° FORGES,AND DOES NOT NEED TO CONFORM SOIL 2000 PTF ASSUMED ALLOWABLE BEARING 'L u TO THE PRESCRIPTIVE PROVISIONS OF R602.10. •FASTEN PL 2•4TE,12 SILL MAX.FRTESOM LO TED WITH A MwM1M Cl'2 ANCHORS P (To BE VERIFIED BY BUILDER) � Z . -. PER PLATE,12' .FROM PLATE EDS.PROVIDE U2'DIA ANCHOR - ... BOLTS ri/T MN.EMBEDMENT IN CONC RO. (ALT:Xi'DIA.x 6'LONG ._ It $TMDARD EXTERIOR l SIEATNMN& 5111F/SON THD50600H TITER HD CONCRETE SCREW ANCHORS) IS€NERAL FRAMING 1 W x; VEGIfICATIONS - SCE'2015 BAM TOP Cl'FIMDATION HALL SUPPORT GUIDE"FOR T SPACINS AND ADDU CLIPS REWIRED •REFER TO IRC FASTBIIN6 SCHEDULE TABLE R60230)FOR Al 1, •Y2" FIBERBOARD SHEATHING: •ALL LUMBER EXPOSED TO FEATHER OR IN CONTACT IW/PERIMETER CCT ' Ute' J FASTEN SIEA71016 Id ad NA1S OR N SA Ire'LOOS STARES• FOUNDATION SHALL BE PRESERVATIVE TREATED SCUD t4 PINE s2. •ALL SPECIFIED NAILS SHALL HAVE TIE FOLLOWING MINIMIM 1P 3 a 3 i 3'oz.AT ALL PAIR EWES NO 6'R.N 71E PNB FIELD. d LLL SHEATHING SHAT PANEL EDGES SHALL OCCUR OVER WALLDIMEILNA5,L : H FRAMING ROHBERS OR 2,HORIZONTAL BLOCKING SHALL BE •BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBILITY OF 6 8d MALSS: 2V LONG,0.131"1 SHANK,FILL HEAD PROVIDED TO JRPORT PANEL EDGE AND FASTENERS, HARDWARE 1 FASTENERS IN CONTACT N/PRESERVATIVE-TREATED IOd NAILS: 3'LONG,0131.0 SHAW FULL HEAD WOOD.CONTACT LUMBER 4 HARDWARE SUTLERS TO COORD. I2d NAILS: 3 Y LOIS,0131'0 SHAW FLU MEAD _ 05B SHEATHING, •FOOTENS5 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR Ibd NAILS: 3)4'LOIS,0131"0 SHANK,FULL HEAD v (MERE NOTED ON PLAN52 15%COMPACTED FILL. T. /(6'05B OR 1542'PLYWOOD: •EXT.t INT.BEARING MALS SHALL BE 2x4 OR 2x6(AS 5H0YN ON ONLY AT SOLATIONS INDICATEDON PLANS-SHEATHE NALi.SHOWN •PROVIDE CONTROL JOINTS AT ALL INSIDE CODERS OF SLAB PLANS)a IS'04.SPF SRAM SRALUMBER,OR BETTER,UN.O. WTH 36'056.FASTEN SHEATHING AS NOTED BELOW ALL SHEATHING EDGES,AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY •HALLS OVER 12'TALL SHALL BE PER PLAN. SHEEN PANEL 02005 SHALL Dears OVER WALL P50041 6 MEMeae; TO DEVELOP. •ALL HEADERS,BEAMS 1 OTTER STRUCTURAL MEMBERS SHALL BE OR 2=HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT •SAW OJT OR TOOLED JOINT DEPTH SHALL BEA OF TIE DEPTH PANEL EDGE AND FASTENERS. OF TIE SLAB A'FOR A 4'SLAB) HEM-FIR t2 AF)LIMBER,OR BETTER. MSK project number. •PL-FASTEN 545A1615 eV Ed NILS.("2L.AT PAIR ELD6Es •JOINTS SHALL BE LOCATED a 10'-0'00.(RECOMNe�)OR 1 67-1 6022 NO IP 0L.AT MITER.ALTERNATE:16 6A IH•LOIN STAPLES •ALL NON-BEARING INTERIOR 51137 HALLS SHALL BE CONSTRUCTED •S'0L.AT PNB Hxe5 AND 6.00.N ITE PNEL FGD. 15'-0"O.G.(MAXIMUM) WITH 2x STUD'GRADE MEMBERS SPACED O 24'0L.(MAX,UN.0) •PS-FASTER SHEA71066INA 61,1 NAILS.3'00.AT PNB ELVES •JOINT 6RD PATTERN SHALL BE AS CLOSE TO SQUARES AS •HEADERS IN NON-LOAD BEARING WALLS SHALL BE PrsixL m J SB MD IP 00.AT CENTER STARES ARE 1101 PERMITTED IN POSSIBLE 0:1 RATIO),NTH A MAXIMUM OF 1:15 RATIO AREAS DESIGNATED AS'05B SHEATHING-P3' N2x4/6 FIAT a OPENINGS UP TO 4',(21DcMb FLAT UP TO 8'. drawn by. BJ D LOMGGTION SP6GElGAT10K5 •DIMENSIONS BY OTHERS,BUILDER TO VERIFY. ox Me-IMY2OD •ALL FRAMING U%EER SHALL BE DRIED TO 15%MC(KD-15). issue date: 10-07-16 NOTE IOM NAL•S•:0131'ELN NAD. •BNGIH✓EERB7 LUMBER TO MEET OR EXCEED THE FOLLOWING,: JOIST TO SOLE PLATE (3)10d 7254655 •1SL'-R.2325 psi; Pv310 ps1; E.155x10-6 psi REVISIONS: SOLE PLATE TO JOISTALK'6. IND NAILS•4'•o. •LVL'-Po•2600 psi; FV•265 psi; E20x10"6 psi VW TO SOLE PLATE (3Aoe TOENAILS •ENG/MIMED LUNGER MAY BE SOLID OR MULTIPLE PLYS OF BUILT-UP initial: TOP OR SOLE PLATE TO sno AAod NAILS MATERIA.,111TH TOTAL WIDTH TO MATCH SIZE INDICATED ON PLO TO TOP PLATE Tod TOENAILS.6'o<. FRAMING PLANS. FASTENING OF HIA-TIPLE FLYS SHALL ADHERE TO ELK*.BTP0 JOISTS TO TOP PLATE (3)10d TOENAILS RAFTBITWSSS TO TOP PLATE SE ROOF REAMS NOTES THE MANFACTU E R5 SPECIFICATIONS.DEPTH OF ALL MILTIPLE DC/,BLE STA Lod NAA$•24'•z. SEWERS SHALL BE A5 II GATED ON FRANKS PLANS. D0BLE TOP PLATE 10d NAILS.24•os. GARAGE SLAB •FACE NAIL HAITI-PLY 2x BEAMS 4 HEADERS 11/3-R0415 OF 10d DOELE TOP PLATE LAP SPLICE 00)1Od 1LAL5 N LAPPED AREA NAILS•12'00.STAGGERED. APPLY HALING FROM BOTH FACES e TOP PLATE LAP•CAMPERS 4 W041144.5 3)2 GONG.SLAB ON 4'MIN. 3-PLY OR GREATER. UTILIZE 2 ROWS OF NAILS FOR 24,i 2x8. NNSLSECT1N6 FINIS 6RANJLAR FILL ON 95% SALT LP HEADER Tod NNU•12•oz.ALONG •ALL HEADERS SHALL BE SUPPORTED BY(UDR JACK 51I,0 t(1)2x FA.13D6E COMPACTED FILL/VIR61N SOIL KING SND,MNMAN. -THE NREER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NOTES: NREOF JACK STUDS REWIRED,UND.. X ER I. LATERAL ANALYSIS ASSUME-5 SND SPALIN6•IN a c PORGH SLAB •PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS ILI N 2 ALL 51EAR HALLS SHALL HAVE DOUBLE TOP PLATES3 I/2'GONG.SLAB ON 4'MIN. CORM/GUS To FIDIBEARIN6. BL.oCKIN6 To MATCH POST ABOVE. C H/ lil FASTENED TOBETNB2 I2d AT 6.O.c.TEl 02)122 AT EACH LAP SPLICE,(0)EACH SIDE OF JOINT.TSP UNO) 6RANILAR FILL ON 95% 3. ALL INTERIOR SHEAR HALLS AND EXTERIOR WALLS ARE COMPACTED FILLNIR6IN SOIL FLOOR FRAMING SHEATHED ABOVE AND BELOW OPENINGS SLAB ON GRADE •TRUSSES SHALL BE DESI61ED BY MANP.TO MEET OR EXCEED 'Q INDICATES LOCATION AND EXTBIT OF L/460 LIVE LOAD DEFLECTION CRITERIA AND SHALL RUR 0 BFEARYIALL YHIGH REHIRES SHEATHING 3 1/2"CONC.SLAB ON 6 MIL CCRTMJCUS OVER SUPPORTS FOEREVBL POSSIBLE. AND/OR FAST13045 SPECIFICATIONS VAPOR BARRIER ON 4"MIN. BEYOND THAT OF STANDARD CONSTRUCTION 6RANILAR FILL ON 95% •ALL METAL HANGERS SHALL BESPECIFIED BY TRUSS MANUFACTURER,titSSS A E NOTED. r!!. INDICATES H O DOWI4 BELOW COMPACTED FILLNIR6IN SOIL •TRUSS SHOP DRA111455 SHALL BE SUBMITTED TO ARCHITECT AND E461P11332 FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. IJ LEGEND •FLOOR SHEATHING SHALL BE PP4 OR*A'CONFORMING TO P52-04, T j 6.6A76.L�6/ 24"0L,EXPOSURE I,TONGUE AND GROOVE EDGES,FASTEN W ... . . . . . SHEATHING TO FRAMING ME-88*5 M/SLUE AND 10d COMMON NAILS • ® INTERIOR BEARING WAIL •6"00.0 PANEL EDSE5 4 0 12'O.G.•INTERMEDIATE SUPPORTS ILI CD OR 16 SAUCE Y'LONG STAPLES•4'00.a PANEL 8)6E5 4 0 12' • --7 BEARING,WAIL ABOVE 00.•INTERMEDIATE SUPPORTS. H O • -••- BEAM/HEADER •ALL FLUSH COM€CTIONS SHALL BE CONNECTED NTH HANGER O APPROPRIATE FOR MEMBER SIZE.UND. r---•74 • II::::I:::I EXTENT OF OVERFRAMIN6 I(Z ROOF FRAMING J L FETAL HANGER •BAY WINDOWS 4 SHED ROOFS NLP TO 6'SPAN)CAN BE 2x4 OR 2xb -1 2 z RAFTERS 4 CEILING JOISTS•16/24'0L. < 2 •ROOF SHEATHING SHALL BE T(•"OR gyp'APA.RATED SHEATHING, Et 2406 EXPOSURE 1(OR APPROVED ECNUAL). FASTEN TO FRANIN6 = _7 MEMBERS W/16 651)6E iii,,LONG STAPLES 0 4"O.G.0 PANEL J0 EDGES 4•12'00.•INTERMEDIATE SUPPORTS OR 3d GONION P G OPESGIONAL PLAN RTIPIGATION NAILS a V O.G.a PANE.Ea6E5 4 e 12'00.IN FIELD 0 � 4. _ ..... •FASTEN EACH ROOF TRUSS TO TOP PLATE YV SIMP5014 44257 CLIP ^'� HEREBY CERTIFY THAT THIS PLAN, (OR APPROVED ecuAL)•ALL BEARING,POINTS. PROVIDE(2)1425r ��/-�yAI Z SPECIFICATION,OR REPORT HAS PREPARED BY ME OR CUPS AT 2-PLY GIRDER TR CCCO,(3)FI25T CLIPS AT 3-PLY LJ, GIRDER TRUSSES 4 ROOF BEAMS-AT AARIN UNDER MY DIRECT SUPERVISION AND THAT I AM DULY LL BEG POINTS. V ) LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS •META-NAK6ERS SHALL BE SPECIFIED BY THE MAIFALIIRER,USD. r....4 _ OF THE STATE OF MIN SOTA •ROOF TRUSS SHOP DWGS SHALL BE SUBMITTED TO ARCH 4 846 ��i FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. SICAAR ZE�. / r�""'%" NAME.JAMS b.FRIDtuAND•ERECT INSTAL ROOF TSUSSE5 PER WTCA 4 TPIS BCSI 146 sheet DATE ��.tu= REG NO,52036 6000 GofCTI WOOD TRUT5ENCE RCNE HANDLING, S ALINE 1 BRACING OF META. •SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES pl/2R4 LEDGER SIC)•O FASTENED TO FRAMING N/(2)l0d NAILS 6 Ib'0L.QIP TO 1'SPAN). rw.nxcry��owaeM., 0 V m / IT MAX WALL MEW f • 17 htAX MALL fB&if D Id-O'MAX.TO TOP OF WADERH7 t1' 10'-0'MAX 111 TO Y1Aw I TO TOP OF FEADER I RQIIY AU N1f9�OW x11 -_ KJ*STBD 01 @ ` '+ I I JACK STUD _ •y }intl e• 4 - II +� t -13 c ..- } L_ 41 _ 11; €Ng api Kr II / r N $1i '' _ ?0 IP s1 Ali ii — � �o ,i1 1 ,,11 � ii il F II b! 1 Ili !ii N i iii[L___,N__ ,I sia II lixii? IN _---_-_-- It d g —, - _4 ' -11 tf% eh ti m IP li tffiiii 111 $ u= �P dg Liiiiicc 0 11E- .-0 °,g filil 011 1111 A 2414' / 2414' 1. 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I 11 IN 01 OP 1P8 fi i. z n !pi INV Ya -4 • + UT P 1. 21 A SII F I mum= 04 A0 Elqi �ib hl - � y Pl $� fr ln 2-6.0. i 11 I 54 -) W 6 itH El ri r i• i ' f a 401 i Ar�I r____.0...iI.ilinim §EBF H it f«11 CCCC7711 spr :0 qb 4wl il:i * „ 0, p nj r 114 p la . 0 kih 'A g ill i co 11:11 ONprn Tr- ,� I,�/♦ WI NpMI 271-1z -F.9 �Il il� O j jG ii14" • zy, • v ri i ... i,livi :RP! b A l•.c,. g P,,: 1 IM 4 i STRUCTURAL NOTES & DETAILS R Z t 0 - - irs 20 South Mope SL,Suite 150•Amder,Pa 19002 0.- _ Telep one:215-646-8001 Fax 215-646-8310 al 7826 MODEL DAVID WEEKLEY wwv+.mulMmlaiq.00m w HOMES p 4 ' MULHERN 8� KULP Iii b rxucruAn noiNee iNo MINNEAPOLIS, MN - I iEO Relden'°"Caonnard" LOCO IV PEI QA >, > - o m m 3 o o Rol grl 0 c _ I, 73 ti 0 \ 4 n S 73 Z C N rn r u ,. "-11 54 ' 3tl f4 �. 1 1 4 / 2cr k Q rs� zM mm K gli'lIt la I'll l 1 g .. N g V ` MIIIIII \ 1 -k" b m-\ iiiii111111111111111111_ -.. 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No.: ♦ ©Weekle Homes L.P. 2016 z ITi �, ORONO PRESERVE Lot: 04 The measurements,dimensions,and other r N o 6002David Weekley Homes specifications,shown on this document, • 2865 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. The actuals specifications of the finished < v� Job No.: BR/JP/JIM Sochi/g" = 1-0" structure may ary. This document may ` oN [1-1 N D , ` O RO1T O MN 0009 Sect: not be relied on as a representation of Date:J/25/17 Rev.: what the completed structure will look like. bQ o �Q� ,7r, mffad P P CI IIIIIIIIIIIII • �N PI - q rnz 'i. 1 rrt R [10 / ...,- —fr' 03 1 � Ir L kt o g 7, 2gs T = * m (o/ _LLL_ rn ICS] co =I_ \ IN ti i i i 111111 24 u_ Ck ... a.��..r��.., iii I IF.; N 7?i ,V p p N cn C�qyysyy J Qg m ter-1 e o `1 f3 pY N .'a:, mT C,p OD .i 0 N cola,' .y O O, �O, Zt • ` ` • Proj. No.: ©Weekle Homes LP. 2016 Z m pm CO �, ORONO PRESERVELot: 04 The measurements,dimensions,and other Z 6002 David Weekley Homes specifications,shown on this document, T = N ° 2865 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. < `� —I Job No.: „ The actual specifications of the finished ` o t 7 W> , ORC►NO ZEN BR/JP/JIM v.e:�I$ = 1-0" strnot be re mayon as a vary. representation omay f 0009 Sect: , `Dote:9�25/17 Rev.: what the relied completed structure lookflike. , . . . ...< g % m 2 1 0 A 1 1 1 o ial . a z • I -11 . = 0 0 !A I ri i 4. 1 PNI 15 iF, o 1 i i.- 1 IFS rn h.. I-- ! • I"- i --. i li iL,, ie i II iv, i CP qI-0. r r • 20-6 PLT.HT, ' 20-6 PLT.HT.Wie HEEL /161 16" OtC:' 2, = E I 8l -1, m E L4 i 1 (6,,, 20-6Pa.Fir, / I, E ,. v , 8,12 . TRUSSES .Z .7 TRTAS V :I. 20-6 PIT HT.FrHEEL -I 0 21"r'1 ..., ---...1 a-- „ - 1, 11 Z [I] .1 Ell u \L 8 i 5/12 • 1,. .y.-37..YAX MEALWED IN TES i 1. PLANE Ve/ROOE , , , )2" , ,.. .. --- 20-6 KT.NT,101/6" HEEL 1.. - 3±j___I E ORONO PRESERVE Proj. No.: Lot: 04 0 Weekley Homes LP. 2016 The measurements,dimensions,and other z jp. Nip.CO ci) 6002 David Weekley Homes specifications,shown on this document, ,T1 0 I I N.) 0 are guidelines for construction use only. 2865 WOOD DUCK TRAIL Blk: 04 The actual specifications of the finished Job No.: BR/JP/JIM Scale:1/8" = r—0" structure may vary. This document may = \ tr) rT1 NA.610' OR_OINTO NAN 0009 Sect: vO \Dote:9/25/17 Rev.: wnohtabt ethreelcieodmopnleatesd a srteruperetusreenwtailtliolonookf like. I . T . .. 0 G8 W -41.Lolii 1 E z�gg iji -E co - V-2K>C m o m W m W T O E O 8m 4mi4w UTILITY LEGEND i ♦ ' 1104 OUTLET 11', >_ .,�s rte^ ,, e. _;<,�.c � ¶2 A.F.F. U.N.O.) OP L\ Or GROUND FAULT INTERRUPTER Q �� \� dD (WEATHER PROOF AS NOTED) I ,\ 1[Y HALF HOT OUTLET �� cy-� (�� 220 OUTLET e-�1 eg Y ---_ --_ i (3K 0.F.F.®UTILITY) 0 bo AB t. t �- \ � ♦ PHONE UNE 1"`y n 9 � � a 13 CABLE TENSION o > /' n ___�«h R ° I STANDARD SNITCH °� $ _ (3 OR 4 WAY AS NOTED) '_ ` �- SURFACE MOUNTED LIGHT Fn. �� s -. . ® ,' 9 WALL MOUNTED LIGHT SCO -_—-_ RECESS CAN LIGHT �..t..� \ r \ O (EYEBALL AS NOTED) \N 1'4 �a, AAAA �.....� ." —__.4 �� \ O EXHAUST VENT 7 0) YYCCi / CO CO It I it ® (SD SMOBON MONOXIDE AS NOTED) F--� o �� _.. AAAA QD .:. ; ....I .�. I DOOR BELL p---- , CHINS DOOR BELL CHYLES '------- ELEC. IT Tr C IHBt I CIRCUTBBRREAKERS 0 O 1 HOSE BIB F, Y CJS J m n { GAS TAP \ HW COLD/HOT WATER SUPPLY o O o o rte*t 1 1 W 1� I ?)ligi E.4L W U ^ 0 A P.,'I Az o8 0 z ° o x � Ii I BASEMENT N FM BASEMENT(FINISHED) SOUTH C 7826-A ELE-3 PEACHVALE MINNEAPOLIS • --.7-.4' —+6 m 0 —o®oO ® 10 -Q- «. o-0 A a aN 6 F A ¢1 I So 2 ram 4 p- s i Bio el 'L, - r D of h i �i 6 c - A m ®� -4C> r G) o 6= m a z 0 M rd HB -F 1 ~- �T Er -- \v\ ,,...,m.,<......e.�.. / l'ili:7..._ iii'A',.3-T 111P.k....4 5 k 7,4 I IIII: -- ,, ,, .......— 1 ):). r ''.-1/ • . ... i.., N ` p \ I \ pnwrii„10 par4,a1 1 mom fuI i 1 * r”MM. ----., li 1 0M i ,.1.- i\ s 8'-G --\ 4'-0" 4111111 ., ii u: u J I:. 8 ):3- r�Ti ,I 143 Z �� o♦ ORONO PRESERVE Proj. No.: Lot: 04 16 The measurements,dimensions,Hometzi L.P. and other 6002 David Weekley Homes sons,shown on this document, > z N c 2865 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. vThe actuals specifications of the finished o < 1 I --i Job No.: BR/JP/JIM scole:1/$" _ �'-Q" structure may vary. This document may ` frl l , ` O RON O, N.11\I 0009 Sect: not be relied on as a representation of • %Date:9/25/17 Rev.: what the completed structure will look like. • itl 73 v ' le 1 ( t i .1131 6'10 �/—_ llm� ( [0q , :,.,_.:— WINO IIMIIIM I II ' .. ,� am. f I I / ii `\ LTJ xra:„:,; ...a; ,, I _ I 1 -.4k=ippi 's pp If o LTJ 4 / t __� �7,7 f 7,0111P1n0,70,0"Ma � Ale_ �, I / / iip .. ,„::, 1 m y m„ ,.. � .1, a. —s —i _F,li —oo®� �S b .�. ie 4 9 6N e _1 W ,, r 5a P g a E - �' $ 6 F a z m ®� Sg o� Ill m oA 0 zzr, W m 02 w ORONO PRESERVE Proj. No.: Lot: 04 ` ©Weekleyment,Homeedime sio. 20 18 The measurements,dimensions,and other 6002 David Weekley Homes specifications,shown on t,�document, = r N ° 2865 WOOD DUCK TRAIL Bek: 04 are guidelines for construction use only. v < m Job No.: „ The actual specifications of the finished o ' = ORONO ZEN BR/JP/JIM s�aie:1/8 = 1-0” structuremayvary. representation of v' Sect: not be relied on as a representation of ` m N ` 0009 `�ote:9/25/17 Rev.: what the completed structure will look like. es...........1 m VENT HOOD iC l ti fiS (PER COMM. FEAT. LEVEL) R iii l e OPEN CABINET MOULD TYP. OPEN ABOVE CABINET - _ BOVE MOULD TYP. 5, 0" J _ =.41§a „ ,g•W FEEiri ' ' W3024 ,_, 42_ , W3C4 , V n X 1 �s �'8 „. W3924 W3Q 2� ii F Zo. m� T r OPEN TO § -4.mi g ulga OVEN _ \ FAMILY g r- C‘) ' ` TICRO FILL BACKSPLASH CO CV _ FILL 1 BACKSPLASH PER REFRIDG PER 36” COOKTOP � FILL II H 'A O COMMUNITY OVEN SPACE COMMUNITY " o o r� _T i� o o OVER n_ IMO_ "D I 36 96 i� -,f. END , O op 1E1 1E1 0 PANEL D T �' — �� _, N r . C' > a N c2 B18 633 B33 BS36 833 BD12 BS36 836 KITCHEN ISLAND a.) CD '� N rn �CL LIGHT LIGHT LIGHT ® LIGHT N CO Ei LIGHT - 36"X42" 36"X42" 24"X42" 54"X42" 36"X42" MIRROR MIRRORMIRROR MIRROR MIRROR OVAL O p I SHOWERMIRRORJ m4" SPLASH 4" SPLASH 1=74" SPLASI4 4" SPLASH 4" SPLASH IIMmiiiimMiimi f0000i �� 6 $ -- $ II wi , ,_.. 0a_ __, I ' �� rm.... 1......1 7 [ � �] , FILL J VS42 VD21 VS42 \- FILL VS33 4-ILL FILL VS30 VS30 L FILL VS42 ^ ► OWNERS BATH BATH 2 BATH 3 BATH 4 PWDR g Ix H VTH VARIES PER PIAN • 2'-0" (/� �' 1' U LAMINATE COUNTERTOPii, till‘ OPT.W1830 OPT.W3930 OPT.W3930 Q r=� r==r=� r-==r==i I \/I I\/I 1\/l I\/I ''/ 1 III II III II I AI AlIIIAI AlL11 " a Z 1 III II III II I y 1 7 r 2x4 BRACING -,11141 '• I III II III II I I 1 O I in II III II I 1 III I I III II I E- �I ANGLED ANGLED 'I___J�L.__JL__J 2x4 ANGLED WALL WALL O O �-- 12" SHELF I I I BRACING ZI SEE COUNTERTOP III FIREPLACE SURROUND 0 DETAIL I I ANCHOREDOR (PER COMM.) C 3 C 3 i FASTENED TO STUDS O N O - i WASHER DRYER o ` ' J 1x4 NAILER 1 III 0' 1 "' 13,III SOUTH II 8 ADD BRACING COUNTERTOP WHENIDTI 7826_w UTILITY W/COUNTERTOP A COUNTERTOP WI ANGLED BRACING DETAIL FIREPLACE AT FAMILY PEACHVALE SCALE: 1/2' = 1'-0' ALL EXPOSED MATERIAL IS PAINT GRADE MINNEAPOLIS Com c) a a n Xl V? vvL' • • am\ �*1 vfvL J -'L y 4,,� \ Z \V L �. � A, \ IZ m o s r- \ L 1\ '' \ O •- ••: Sal m \— rrl VCOI \V OpI �� _ v(D1 v CO 0 ^---n).---oe.. \ 1—.-, \ I Y \ ` \ I—S. \ L� • _.___ \LJ \ L- .. .... .... "1 L ''''''''. ". mil\- ..........Th .----- ' C-•* —3•• ••- W \ 1 .. \ \C. i ::fir-tee. �I — — _• CO \ _t ._ \ L =_ \7—_.._ '.d.ni : \ j x r C ..4iW \ L .: ==- \— _ \ JI qU) :—I . \ -'___ D \ I\S\� r- rn \ L --� Z• f't� N ....6D X X D V CO oZ CD z o ,n n U) z N fA c-) 70 u m II —' D o Trr Q a i11 9'-0" ,1, 18" ,I, 10'-0" .1, 18" .1, 9'-0" ORONO PRESERVE Prof. No.: ©remen ,omeedime sio ,18 an Lot: �4 The measurements,dimensions,and other z 0 Z N ° 2865 WOOD DUCK TRAIL Bek:6002O4 David Weekley Homes specifications,shown on this document, T = C5 are guidelines for construction use only. v < 1 CA --1 Job N o.: „ , „ The actual specifications of the finished z BR/JP/JIM Sca1e:1/4 = 1-0 structure may vary. This document may w m " O RON O, N'11••I 0009 Sect: not be relied on as a representation of Date:9/Z5/17 Rev.: what the completed structure will look like. 10'-0" / 20" 4'-4" 23 2" 2'-0 1/2"/ / CD C/) f i I > m PIq 1 1/2 al TiLpfr 12 21,2" 0 \ CI CI 16" j, 1 pp" P" = c V) V) 6" 14" A, 4'-2 1/2" 4'-1 1/2" J 19 / 12" / p n T 1--' --I L--"" I CD - a' 10 rm Xj • \ C v o o z m D o \ \ -1 1 1/2 `1-rte 1 / r \ 1 A 3'-3" Ill 1 1 2" P0" 1 l/2" 20" 2 1/2" / // // 10'-0" A rn -zCc,c, C/7 � co x m C")=O C� *I cc).1-1".nW w--r O ZCf N ornmN oN �_1�� o z0 Zo �N -0 F-5 (Hypo �� =eLn rn ti.7 (n T.r.. p— 07 -� m =oZ 0 ' 10 NM y , Proj. No.: ©Weekley Homes L.P. 2016 ORONO PRESERVE Lot: 04 The measurements,dimensions,and other z 0 Z CO o 6002 [ David Weekley Homes specifications,shown on this document, _ .1 a� c 2865 WOOD DUCK TRAIL Blk: 04 are guidelines ps�,,�' usonly. o D —J Job No.: ,r M BR/JP/JIM Scale:1/4 = 1-0 structure may vary. This document may L f>Tl > O RON O, N/11 NI 0009 Sect: not be relied on as a representation of wDate:9/25/17 Rev.: what the completed structure will look like. CERTIFICATE OF SURVEY FOR: t. aft mg. dvi -itool,t s rA DAVID WEEKLEY HOMES I • ., , ,0 S E .�0V►'' ' �N GR-4UINC _AP\o� VJCO u12800 Whitewater Drive O APPROVED PROVED WITH REVISIONS - fatal di ADW4'�1 Suite 20 ❑ DISAPPROVED fy 1 alKOW pa • MN 55343 ,' Adalk w art CoM I co l' -.fig_ 0 c.im Xo m o X \028.74.11SrNif, ,\\ oN NE Otis 2s T/IRON x H. PT. o T IRON 9 No coco 1028.89 �, 1029.11 •J 1031.22 f- IO30. 031.64 3.-( 029.82 S00°15'02"W 321.30° ••7-629.796.361 �( 46.67-y- X v )� • N o) x cO )1 �� X 'o i ~ -DRAINAGE & UTILITY EASEMENT- REFEIRRCENCE•, 1031.51"'' 1031.10 AC r I ` N 1022.71 � • `� a X a6.67 1028.31) X - 7.5' BUILDING SETBACK n Rix Mo N ,,,,,r--- �--1/25.77 4N I ifI A"'. �� X 1032..41030.5 032.4 11025.01 x i i o /28Minnetonka, .7o �O o��°� "-41.43 8 5% GARAGEI x OTc Q �� ___ BFE o_ f 0 1028.71 QQ�� y (3 STALL) I OIOC035.83 1.50 I ii, r •-1035.41 PROPOSED ui 4 /' I co O J~� PROPOSED`T I ° HOUSE n �v 0 / CS= o DRIVEWAY`T I 4 N � �� 1o2s.ss o o - J 9 FT-WALKOUT\ o o x x �o W o P P SAN= 1033.25 8.00 LOOKOUT o o a =� N ��4� -DRAINAGE & UTILITY EASEMENT-- (3 cc'; F 1019.42(P) X - O o F O -1 X BASEMENT- n s X ,r3 �� ` J �� o mC, 6 X c0N o m 7826-PEACHVALE X w g Cb T x / N - Io28.60��Qj�(o 'o 0 o ,,,,t_ vo I, N o ELEV. "A" N 4'x4' o xr. C,•'k SPC o o 2/ ` - -1030.91 I ADDITIONAL STEP 2 /CONC. PAD �Q I I /�V �y'^�> x X ��0 X o / 1030.43 I4 m 3.00 -� , �' I I Q) 2--/ i dY ti 67 4' WIDE- I PORCH �25.C/ o I I CO a �� \(� SIDEWALK I ri LFE 4 o N I I Z a // tril X - X r,i I I Nrnv rnLI_ x 40.17 1025.41 ,Nn X - 0 o0 IC I I X 1028.48 of No 7.5'XBUILDING SETBACK �-1030.04 N x up I I N a'- o 0 031.87) \ a I 0 REFERENCE N I I �X ^ ,o(-4X o x 73.33 -1-- ��-DRAINAGE & �J6T�1.�TY EASEMENT--�_ IRON o 1 II 1022)5, • 1022.53 f Ii • 11022.15...-\ 25.55 1027.38X • 1/IRON X S00°15'0211 W(M)368.82 � 1029.12�X 1031.9 T/IRON 1025.02X *;IRON H. PT. 1022.74] E LEGEND: BENCHMARKS: City of Orono OiOt0 UP LEGAL DESCRIPTION Planning&Zoning Plan Review LEGEND N 934.0 EXISTING ELEVATION © CABLE TV BOX LOT 4,BLOCK 4,ORONO PRESERVE,HENNEPIN TNH LOCATED ALONG THE NORTHWEST LINE COUNTY,MINNESOTA. OF LOT 8,BLOCK 1,ORONO PRESERVE, Site Plan Review Date:___' �__, a 934.0 PROPOSED ELEVATION 0 SET CAP IRON MONUMENT 18425HAVING AN ELEVATION OF 1029.34 FEET NAVD EXISTING TREE/WOODLAND BOUNDARY �`- DIRECTION OF DRAINAGE X WATER VALVE LOT AREA: 29. '0APPROVED I�-!THREVISIONS(see notes) TREE PROTECTION LIMITS LOT AREA= 22,518 SQ.FT.OR 0.516 ACRES PROPOSED ELEVATIONS: (a DENIED o O STORM MANHOLE SIGNIFICANT CONIFEROUS TREE TO REMAIN 3 CS CURB STOP IMPERVIOUS AREA= 3,415 SQ.FT.(15.1%) FIRST FLOOR =1035.5 O SANITARY MANHOLE BUILDING FOOTPRINT AREA = 2,157 SQ.FT. TOP OF FOUNDATION =1033.7 - SIGNIFICANT DECIDUOUS TREE TO REMAIN o EOF EMERGENCY OVERFLOW DRIVEWAY = 1,019 SQ.FT. GARAGE FLOOR =1032.4 .4- (P) PROPOSED (P) PROPOSED ELEVATION PORCH =175 SQ.FT. BASEMENT FLOOR =1025.0 SIGNIFICANT CONIFEROUS TREE TO BE REMOVED LFE LOWEST POSSIBLE FLOOR CONCRETE PAD =16 SQ.FT. LOWEST POSSIBLE FLOOR =1025.0 PROPOSED CONTOURS SIDEWALK =48 SQ.FT. REAR =1024.5/1027.6 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED TC TOP OF CURB *HIGHEST GRADE =1032.4 0 IRON MONUMENT FOUND CD EXISTING TREE ADDITIONAL SIGNIFICANT TREES-OFFSITE U 0 E0 ELECTRIC BOX WETLAND MONUMENT NOTES: T David Weekley Job#: Date Staked: I hereby centy that this plan,specification or report was prepared by 2 ❑T TELEPHONE BOX BUILDING PAD 0404 12/07/17 me or under my direct supervision and that lame duly Licensed in 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. IAC1 AIC UNIT GRADING PLAN DATED JULY 7,2016. ----.....(--Z Alliant Job# Checked By: c i DENNIS .B.O SrI 214-0157-0404 DBO Print Name op 2. BEARINGS ARE ASSUMED PER PLAT Field Crew: Drawn By: Signature a DAVID WEEKLEY HOMES PLAN. ADDRESS. 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST O 10 20 40 EL PLF Date DECEMBER 11,2017 18425 License Number 'PEACHVALE' 2865 WOOD DUCK TRAIL FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND X 9 FT-WALKOUT/LOOKOUT BASEMENT ORONO,MINNESOTA LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE Alliont Engineering, Inc. (ELEV.A) ARCHITECTURAL PLANS. ORONO PRESERVE 233 Park Ave S. Ste 300 E SCALE IN FEET A Minneapolis, MN 55415 PLAN#7826-A ORONO, MINNESOTA 6t 2.758.3080 MAIN PLAN DATE:REV.09/25/17 LOT 4, BLOCK 4 612.758.3099 FAx s I ADDITIONAL STEP 2 1N�� -1? www.alliant-inc.com o 0 20 I T-OOQ30/ N edW 140412`°.' CERTIFICATE OF SURVEY FOR: 41kk DAVID WEEKLEY HOMES si ry : F 12800 Whitewater Drive Suite 20 stiii* Minnetonka, MN 55343 0' ` H. PT. ti �0 2s39 --f— 11030.51 S00°15'02"W 321.30 �/�� • >( 0 Y t 00) AS, 1Sd � AS �d _dS I • ISd AS Lsd ,------77 • 4 .\ ACI X - I 1 I O No I I ,O�' 41.4- 8. GARAGE 11 BFE01 0 -I► 4 Q�� Q�� l I O o��\ (3 STALL) I I , li O �y L(j 4 ...... PROPOSED r� I h ♦ I 1 (.. O PROPOSED il2 HOUSE ` : CS= DRIVEWAY 9 FT-WALKOUT\ W t.....\‘,..." � . SAN= - - - DRAINAGE & UTILITY EASEMENT— _ J LOOKOUT 1019.42(P) // � �� -1 BASEMENTin - f� �� • . 7826-PEACHVALE 'C �� / \ N n /� I ADDITIONAL STEP - Io • ,� • ,�/ I I I �, /_/✓��V�� • ! I PORCH 025.D ICO �� • L FE �r ;;t ', I Z . o I I L - I I X I — I I I I ISd Mil A r 1Sd MIMI aS--II IS MI AS IIIMI=INI _Sd MEI d S I I /\• • { \1022.15,-\ N 11031.91 S00°15102"W(M)368.82 �� H. PT. -- % st LEGEND: BENCHMARKS. OW° LEGAL DESCRIPTION LEGEND 0 34.0 EXISTING ELEVATION OF 8,CABLE TV BOX TNLOT 4,BLOCK 4,ORONO PRESERVE,HENNEPIN LOCATED ALONG THE NORTHWEST LINE N OF LOT 8,BLOCK 1,ORONO PRESERVE, b 934.0 PROPOSED ELEVATION SET CAP IRON MONUMENT 18425 COUNTY,MINNESOTA. HAVING AN ELEVATION OF 1029.34 FEET NAVD EXISTING TREE/WOODLAND BOUNDARY N 29. ~- DIRECTION OF DRAINAGE Z WATER VALVE LOT AREA: PROPOSED ELEVATIONS: TREE PROTECTION LIMITS a, r] O STORM MANHOLE SIGNIFICANT CONIFEROUS TREE TO REMAIN CS CURB STOP LOT AREA= 22,518 SQ.FT.OR 0.516 ACRES FIRST FLOOR =1035.5 EOF EMERGENCY OVERFLOW OS SANITARY MANHOLE • sF PRE MI SF III PRE SILT FENCE IMPERVIOUS AREA= 3,415 SQ.FT.(15.1%) TOP OF FOUNDATION =1033.7 SIGNIFICANT DECIDUOUS TREE TO REMAIN a BUILDING FOOTPRINT AREA = 2,157 SQ.FT. GARAGE FLOOR =1032.4 V r, 0 LFE LOWEST POSSIBLE FLOOR (P) PROPOSED ELEVATION • sF Pyr SF DRIVEWAY =1,019 SQ.FT. BASEMENT FLOOR =1025.0 POST SILT FENCE SIGNIFICANT CONIFEROUS TREE TO BE REMOVED PORCH =175 SQ.FT. LOWEST POSSIBLE FLOOR =1025.0 PROPOSED CONTOURS CONCRETE PAD =16 SQ.FT. REAR =1024.5/1027.6 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED o TC TOP OF CURB BIO LOG SIDEWALK =48 SQ.FT. *HIGHEST GRADE =1032.4 • IRON MONUMENT FOUND 0 EXISTING TREE ADDITIONAL SIGNIFICANT TREES-OFFSITE 0 EQ ELECTRIC BOX WETLAND MONUMENT NOTES: % David Weekley Job#: Date Staked: 1 hereby certify that this plan,specification or report was prepared by 2 T TELEPHONE BOX BUILDING PAD 0404 12/07/17 me a under my di ect supervision and that I am a duy L censed 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. Professional LandSurveyorunder M,nnesotastatutes 326.02 to 326.16. ACI A/C UNIT GRADING PLAN DATED JULY 7,2016. Z Alliant Job# Checked By: DENNIS B.OLMSTEAD N 214-0157-0404 DBO Print Name 2. BEARINGS ARE ASSUMED PER PLAT --- r0 DAVID WEEKLEY HOMES PLAN: Field Crew: Drawn By: Signature 0 10 20 40 EL PLP DECEMBER 11,2017 18425 5 ADDRESS: 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST Date License Number N i "PEACHVA " FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND X 9 FT-WALKOUT/LOOKOUT BASEMENT 2865 WOOD DUCK TRAIL LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ORONO PRESERVE Alliant Engineering, Inc. (ELEV.A) ORONO,MINNESOTA ARCHITECTURAL PLANS. 233 Park Ave S, Ste 300 PLAN#7826 A SCALE IN FEET A Minneapolis, MN 55415 a PLAN DATE:REV.09/25/17 ORONO, MINNESOTA 612.758.3080 MAIN I ADDITIONAL STEP LOT 4, BLOCK 4 612.758.3099 FAX 2.11ac WOCtialiUc. Dail www.alliant-inc.com o 20 I t''.Cial30/ Nei) Hoat, ,„. FO UNDA TION AS-BUILT FOR: DAVID WEEKLEY HOMES 12800 Whitewater Drive Suite 20 Minnetonka, MN 55343 • \ . Ar (1, ki, P T. AN-- -N 2s�9 f- �1030.5I S00 15'0211W 321.30 f_....___ M) -� - e �� n 033.77 -DRAINAGE & UTILITY EASEMENT-, 74.29 �? I II ;�� / P�� 1033.7 46.67 X 7.5' BUILDING SETBACK I �� ?� �i oma\` 1032.4 11025.01 r- o 4 , __ a11 / ,''� �'" 41.43 1 18.5% //j� ,Q°:Q GARAGE $FE o -� I 1 p I 1 / % °� C3 STALL) I � ` " 1 PROPOSED 1 I cD // i J,,,, E_� PROPOSED ° HOUSE 4 ,� ///J qy� pUS DRIVEWAY 9 FT-WALKOUT o '/ W , /// C�� SAN= 8.00 LOOKOUT V �� ----DRAINAGE & UTILITY EASEMENT------ , �Q<o 1019.42(P) - - - O A:4.�4 BASEMENT- ' �` o� ° 7826-PEACHVALE 4 mJmP cb i O ELEV. 'A• cv ,--4x4' I� � •�� OJ'PG / 1 T 3.00 I ADDITIONAL STEP -`/ CONC. PAD T coq- ' ///�_ d�,' ,I, `7; . 4' WIDE- 1 PORCH ^ 1025.0 0 i CO W 'Y SIDEWALK M SFE 4 I Z 1 1033.7 40.17 0 ,: I E X - o 7 .5I'BUILDING SETBACK 1033.74(M) rn "? -. rn I ' 03L9 ' -DRAINAGE & UTILITY EASEMENT - 215.96 m �.. S 3 0 H. PT. 00°15'02"W(M)368.82 " FEB 2U r3 LEGEND: LEGAL DESCRIPTION BENCHMARKS: LEGEND 3 934.0 EXISTING ELEVATION © CABLE TV BOX LOT 4,BLOCK 4,ORONO PRESERVE,HENNEPIN TNH LOCATED ALONG THE NORTHWEST LINE ri OF LOT 8,BLOCK 1,ORONO PRESERVE, a O SET CAP IRON MONUMENT 18425934. COUNTY,MINNESOTA. HAVING AN ELEVATION OF 1029.34 FEET NAVD EXISTING TREE/WOODLAND BOUNDARY 0 PROPOSED ELEVATION29. TREE PROTECTION LIMITS of �� DIRECTION OF DRAINAGE X WATER VALVE LOT AREA: PROPOSED ELEVATIONS: LOT AREA= 22,518 SQ.FT.OR 0.516 ACRES SIGNIFICANT CONIFEROUS TREE TO REMAIN m CS CURB STOP O STORM MANHOLE IMPERVIOUS AREA= 3,415 SQ.FT.(15.1%) FIRST FLOOR =1035.5 BUILDING FOOTPRINT AREA = 2,157 SQ.FT. TOP OF FOUNDATION = 1033.7 SIGNIFICANT DECIDUOUS TREE TO REMAIN m EOF EMERGENCY OVERFLOW S SANITARY MANHOLE DRIVEWAY = 1,019 SQ.FT. GARAGE FLOOR =1032.4 0 LFE LOWEST POSSIBLE FLOOR (P) PROPOSED ELEVATION PORCH = 175 SQ.FT. BASEMENT FLOOR =1025.0 SIGNIFICANT CONIFEROUS TREE TO BE REMOVED 8 v CONCRETE PAD = 16 SQ.FT. LOWEST POSSIBLE FLOOR =1025.0 S (M) OF SIDEWALK =48 SQ.FT. REAR = 1024.5/1027.6 SIGNIFICANT DECIDUOUS TREE TO BE REMOVED ,° TC TOP OF CURB FOUNDATION ELEVATION *HIGHEST GRADE = 1032.4 • IRON MONUMENT FOUND PROPOSED ELEVATION ADDITIONAL SIGNIFICANT TREES-OFFSITE E❑ ELECTRIC BOX 0 EXISTING TREE NOTES: T DTELEPHONE BOX David Weekley Job#: Date Staked: I hereby certify that this plan,specification or report was prepared by > WETLAND BUFFER MONUMENT/SIGN 0404 02/19/18 me or under my direct supervision and that I am a duly Licensed N 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. IACI A/C UNIT BUILDING PAD GRADING PLAN DATED JULY 7,2016. -z y. Lc-) Alliant Job# Checked B DENNIS B.OLMSTEAD e/ 2. BEARINGS ARE ASSUMED PER PLAT _2140167-0404 DBO Print Signature /7 /)i�,� J o Field Crew: Drawn By: Signature ,rte(� NNlrl--��// d- DAVID WEEKLEY HOMES PLAN: ADDRESS: 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST 0 10 20 40 EL PLF FEBRUARY 20,2018 18425 3 Date License Number j "PEACHVALE" 2865 WOOD DUCK TRAIL FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND X 9 FT-WALKOUT/LOOKOUT BASEMENT ORONO,MINNESOTA LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE Alliant Engineering, Inc. ARCHITECTURAL PLANS. ORONO PRESERVE 233 Park Ave S, Ste 300 E (ELEV.A) SCALE IN FEET A Minneapolis, MN 55415 PLAN#7826-A ORONO, MINNESOTA 612.758.3080 MAIN LOT 4, BLOCK 4 612.758.3099 FAX PLAN DATE:REV.09/25/17 `_ ,�4 f '' 1/6_W��d �Vri.Tr�.l www.alliant-inc.com E I ADDITIONAL STEP a 2-0 iv- 0003(0/ Frta. tb-g(,u if V Page / of AU cmt-dson 10/14 INTERTEC The Science You Build On. Daily Soil Observation Notes Project No.: 7 Date: '��/ Report No.: ) Project Name:'078.6S— '7-14iL. Project Location: i x Client: 7Th P v 1%-i t tTemp/Weather: e2 S O Project Manager: Ki/L Time Arrived: Departed: Soil Observation Areas Observed: O Building Pad O House Pad O Roadway O Pkng/walks (oting ❑ Proof Roll Other(describe) tiAt� Soil report available? ©-Yes O No Report reviewed? ® Yes ❑ No Report prepared by: Get copy Benchmark: 5,p�� " 77'. // Benchmark elevation : /c 7 v Benchmark provided by: Finish floor elevation :,1j) ,/ Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? r� s Specified compaction : A,j#,‹ Fill source/A./04 Oversizing appears adequate? (g--NA ❑ Yes O No Soils observed agree with Soils report? 2--Yes ❑ No. Soils appear adequate for design loads? ()—Yes ❑ No Proposed project bearing capacity(psf): 'c c Contractor notified of results? 1iJL-Yes O No Name of person notified: Was a copy of this report left on site? es ❑ No If so,whom was it submitted to? HIV P .r /1t✓ . lr''l Ea J(i If i S v / >—R/�1 4 J J J. r Notes/Comments: ,c�,e/rJ°'./� 4 4,7�,� �,, � 7 2% 4r-cC4. ti tO CL �er'/,c/1 SrFG Write bottom elevations,date excavated,oversizing and type of bottom soils on sketch Performed By: \`, �L� Reviewed By: Date: This is a preliminary r pori and is pro i•ed"lel evidence that field observations and/or testing was performed. Observations and/or conclusions and/or recommendations co eye in the fin•I r.•ort mmaary from,and shall take precedence over,those indicated in a preliminary report. p. Christine Mattson From: Christine Mattson Sent: Tuesday, February 20, 2018 2:46 PM To: 'Cummins, Kevin' Cc: Monica Fadness; Nola Dickhausen; Roger Peitso Subject: 2865 Wood Duck Trail/#2018-000036 Kevin, We have reviewed and approved the foundation as-built survey. You may call and schedule a backfill/waterproofing inspection. A copy of this email authorizing you to proceed should be kept on site with the inspection card. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ; MN j 55356(physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) lit 952.249.4620 ( g 952.249.4616 cmattson@ci.orono.mn.us www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm fi 2. &.4)--- DAT� /�{ TIME CITY OF ORONO CALLED IN 0P D Lc" ll INSPECTION NOTI SCHEDULED p?--I(P -17 /, PERMIT NO ) '00 COMPLETED ADDRESS 01, no,S 0,0-al-- ck T,J OWNER • LEPH ENO. 03 795 CONTRALTO • eft / .� ��il I DESCRIPTION /9OG(Jt� e Z 41 ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 12SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO to)• COMMENTS: cc a et/aft '< i. e-/ /17eK--- f7St.../s J l 82,5-L.9-' o .1-9 i^i-77_ c en4-Q red .e::.in e-Fc�ty4-i j a n d cc lidkar✓' /'h 74 G-6 0 Lu cc Q W Z W cc W ' WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW El CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN O El 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 Owner/Contractor on site: Inspector. c ."-: 5 n 0 A White Copy/Inspector's File Canary Copy/Site Notice c '' ).. ::-bL4-- / DATE i r TIME CITY OF ORONO ,-------6Z;;;-.1%-- ---7. `' A er INSPECTION N• SCHEDULED hir. g:30 PERMIT NO. / / Vit _ 'COMPLET ' I I ADDRESS • 0 �Q 1-0- / a 71 OWNER L�PHONE Nc0 �`9-400Y"✓ CONTRACTORC UA ►/��'i17�-C e SSLi DESCRIPTION 9JW1d1ZiI14 / �C/T lI 4, ❑ FOOTING 0 DEMO-FINAL ■/EPTIC FINAL ❑ Q POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE 1:1 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP U ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO 1 n El COMMENTS: �tErizia_f WI G t�U'C' a/ � a dpa n 'l JJ r-6Lit d fs 6 r'> G o k '! oAov n a sl%s”-, wtlti.r''proo.l'h} /- 3.•4 o W ne 'to v n d b ,a ker.' p.-a}-ksi-•'0''• 1)15->-t i led cc Q V,/moo:KT..i h 4,ro 1 451.-% co rs4 ra I W ,frW/i°Cit cock ,h a 'i v fc u./ 1 cc 0 W ❑WORK SATISFACTORY:PROCEED El PROJECT COMPLETE CCW 'CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ElCORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP 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. doh A White Copyllnspector's File Canary Copy/Site Notice c---,-- 1\j„, DATE TIME i 1 CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED a-/l-1-l F 44-7:e) PERMIT NO. ._ •/ 0063 ' COM L ED ADDRESS .92F&, ��QcJ(P 5 t'CC- tea'l OWNER j __T LEPHONE NO .t/ ' ,3 CONTRACTOR s Oast c1--V� =�-�-v ,/ f L/ DESCRIPTION / /1/ WFOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 14. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP Lij ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO ealt • COMMENTS: _ - A_ —Al �✓ CC I a 4- (0> btC 6- t• io ccO - cz So s G s e f. rivet& rex,t c.✓,ems a- o 5ofCs o 4 0oar— IA, cc Q --- far wk, 5 - ea, - W ClOtio- )v t -*6✓Oli ,Q✓'[N/ 7 -ccCo f ire4 ,i, t2&_-.6--- lit• ❑ KSATISFACTORY:PROCEED ❑PROJECT COMPLETE 4.1 �T WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. p 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 OwnerlContra r on site: Inspector. / — White Copy/Inspector's File Canary Copy/Site Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION . •TICE SCHEDULED Lf.//_7 ' /0(5 PERMIT NO. - 0 7-AO - C/OIIP_LEETE _ ADDRESS - 16 ti7jcii_ /l OWNER T LEPHONE O. Gl - G'a a - c'3 CONTRACTOR _ I! CO"COI Je .5-5 e DESCRIPTION ---11-71 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ti. • ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION _ 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 W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL r ❑ DEMO-SITE 0 SEPTIC INSTALL It Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO LI COMMENTS: IRi�.S ' L to Se 7 ce <C '/✓'? a /`15446 - to€6 - Ageo JAlse,te, A)/ u.,6 . ''c, v/> Pio v/tie- ,g.-at ifah (1-. /o" 0 c ilftqc 4- cl Qo Q4.. ` n ----5- ` - X •L • -GU rt ze. edit, it)G la S — i2 7 evby4 xc — t -rrya Ca r re re. - re3Vtb y sea( l ub 6.--rap 4141, /".,5/cr 6 L .L . jar✓ ✓a.aort cc G6 ree0-t -E 6 K - C o c.)€--v d W 0 WORK SATISFACTORY:PROCEED Cl PROJECT COMPLETE CC VWFRIECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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 OwnerlContractor on site: Inspector. ?in" White Copy/Inspector's File Canary Copy/Site Notice 1-- ....- i DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE/, SCHEDULED u q q : 4 v PERMIT NO. MO�(D" \COMPLEETED - ADDRESS a4(06 J\ OOd ��1/l ite. �r,t OWNER TELEcPONf'�O. (oI 2- 7 i& iZGZ 7 CONTRACTOR D ' al te-a `• DESCRIPTION �Q� �n IipQCi7❑ FOOTING 0 DEIb-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q XFRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT QW ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO �" R COMMENTS: E/ec. AZ-- -"`*) lj6, diC:fcl 7f -7 /5' - 4 re. a. �✓'u5s b1a i,,i5 - ©,� o CC r lam:r t r 445 r f( le.,, z-- ►. 46,c..7 0 Q ) Pfc., - 9 X/0 / /[!s #f •i4c/E'c .2) c Ccr/ec"t cal v ? 6) kIS,./L: ,,v.y . ) <sdt oCc-L-'e'v U•.'1-2( E7 v-c. . i.i / W 0 WORK SATISFACTORY`.PROCEED d 0 PROJECT COMPLETE CC 1RRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p 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 OwnedContractor on site: Inspector: /M- White CopyAnspector'a File Canary CopyAitie Notice