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Home My WebLink About2017-00961 - new house CITY OF ORONO * 2 0 1 7 - 0 0 9 6 1 * 2750 KELLEY PARKWAY DATE ISSUED: 09/15/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 540 SANDHILL DR PIN : 33-118-23-24-0019 LEGAL DESC : ORONO PRESERVE : LOT 12 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 439,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, LAWN IRRIGATION,ELECTRICAL(STATE) PLEASE SEE BUILDER ACKNOWLEDGEMENT FORM: APPLICANT PERMIT FEE SCHEDULE 3,245.62 PLAN REVIEW 773.95 DAVID WEEKLEY HOMES STATE SURCHARGE(VALUATION) 219.50 12800 WHITEWATER DRIVE#20 MINNETONKA,MN 55343- S.A.C. 2,485.00 Minnesota State License#: BUIL-BC697545 TOTAL 6,724.07 Payment(s) CHECK 2738932 6,724.07 OWNER OPS 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. AII 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 l80 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked a � or u aas . - l/�� c� �; y �l�� /� � A 'cant er �t �gnature Issued By � ature Date f CITY OF ORONO BUILDING PERMIT APPLICATION � o��',b� FOR NEW STRUCTURES OR ADDITIONS , � 1� OA, Mailing Address: Permit number: ( �-� �' `vO PO Box 66 Crystal Bay, MN 55323-0066 Date received: ��/ -1 7 � ,, Street Address:' ��1 Received by: "" C•/�_� �F G� 2750 Keiley Parkway ��I Pian review fee: �/,�3Jr 7!� lqkfSHO�� Orono, MN 55356 G p2 17 — Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitt . Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 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 approva160 deys prior to the event. Shutt/e bus service wdl be required unless applicant demonstrates su�cient on-site parking rs available. Non-permitted events wil!not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: � ,� .�. �, �, State License# �_�,=E��s Expiration Date: Phone: (cell) s�2.��s z�z�� (office) M81�Iftg AC1Clf@SS: 12800 Whitewatcr[ r� :�.S t� 20 Clt : Mln��et<�r�,k� z�P 55�='+3 COt1t8Ct P@fS011: t<e:vin Cummins Applicant is: Contractor / Homeowner (Clrcle One� ER181� 811Cj�01'F2X: r��,mrninsi�'dwliorn=-��_.;,.-�; PROPERTY OWNER INFORMATION: Name: ,� :�, � Phone{day): �:^�-i�ssa�onnson 61z.�6z.693z Address: -s,�„F a5 ab�ve� City: ZIP: Eh181�BfICi�Of F8X mjohnson�v�v:he.nc�s.cx�� ARCHITECT I ENGINEER INFORMATION: Name: ��y,�,��,��.�,,. Phone (day): z:�s.6nc koo� Address: zo so��tr,M�p�E �� 1 �,.�t� ��.�: City: �> >��'��r,Fa ZIP: 1-300� Email and/or Fax: PROJECT INFORMATION: Descri tion of ro'ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8� Water Supply � New Construction � Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck � Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage � Residence ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater � Public Water '�*Any earth movement may also require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ 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.or Estimated Construction Valuation (excluding land) $ zsc�,000 �i��, ��n�_ CITY OF ORONO Last Updated: January 2016 , . STRUCTURE INFORMATION: 1.Structure Dlmensions 1.Structure Dimensions(continued) c�7� 1 �► /� a. Length(ft.)= J`7 �V Number of bedrooms= 2. Occupancy: ��C. ` � b.Width(ft.)= �U Number of garage stalls: � 3. Occupant Load: Areas in sauare feet Attached= r c. Basement= �CD Detached= 4. Type of Construction: ��-� d. 1�Story = ZO,3� e.2"�Story= "" 5. Code Edition: ��7 / /��` f. '/Story = g.Total Area= � � REQUIRED SUBMITTALS: All of the information must be submitted in order for our application to be processed: Not Enclosed licable ❑ Buildin Pe�mit Escrow A reement and Fees O Plan Review Fee ❑ Com leted A lication Form ❑ Pro sed Buildin Plans—2 full size sets to scale and 1 reduced 11 x 17 or 8'�x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ Surve —2 full size,to scale meetin ALL surve r uirements ❑ Hardcover Calculations ❑ � Se tic S stem Certification O Minnehaha Creek Watershed District(MCWD)Permit or c ea- nti c Documentation from MCWD statin no rmit is r uired Pr-{- ' cc � Landsca e Walls and/or Retainin Wall Plans O CY Storrnwater Pollution Prevention Plan SWPPP ❑ Access Pertnit � Q' Data Privacy Advisory FoRn APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all infortnation 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. Confldential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and irrtended 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 condltfons prevent the completion of an aa-built survey at the time�e Certlflcabe of Occupancy is requested, a temporery Certiflcate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completlon of the as-built survey and all site improvements. ApplicanYs Signature: Date: ��6/�� Owner's Signature: Date: Lasf Updated: January 2016 Builder Acknowledgement Form Permit #2017-00961 / 540 Sandhill Drive Builder Representative Name: ��tta �w..Vv�1�.S 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 //Q�3 , 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. �^�� After final inspections(all life and safety issues) have been completed we will issue a Temporary Certificate of Occupancy for Model/Sales USE ONLY. If exterior improvements are not �//,�J� completed at that time, an additional escrow may be required. ��v� 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 �y� Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. /' Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations � must be submitted and approved. 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\sandhill drive\540\builder acknowledgement form 2017-00961.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: �-�{ �l � � �yQJ Z Permit No.:_ �17 "D�tN� Description of work: _��C/vV 1'�� Date Rec'd: �' ('T'� � Septic review by: �(�(if/�(�l'' Q� �V c.�`f�/� Date Approved: Zoning review by: � ' Date Approved: `�'� � r� ," ; � �- Building review by: �1 r'�� .�( � > Date Approved: � � l �� Grading review by: f�l�l'l �UVbI!(N► (J�'I , Da "nnroved: �' � �� ( ��.�`',�_ Zoning District: u Zoning File#: �� Resolution? Yes Reso#: Reso Date: /a �lution/NA Zoning: Lot Area: Q�.J AC Width: �J�C��/7/ T f�` `SF �_` �n % -�dt /, Survey Submitted: �es � No Date of Survey: _ ��r • �te � : �'��D'� Landscape plan submitted? � Yes Landscaper: Y1 U► �� No/ one proposed �fMl �� Y'�/ i�— . Pro osed Setbacks: si � Front(L�� Rear(SJ� ( N S� E W� (� S E W�� Other Buildings Wetland � Side Side � � �C�f � -7, � Buildinq Heiqht Analvsis: Distance Between First Floor and defined Top of �a� � Roof* See "buildin hei hY' definition : First Floor Elevation from buildin lans : (b) �(� . ,t` Highest Existing ground level (per survey) or 10' above lowest round level, whichever is lower: �� '%�� Difference between b and c : (d) �,� , DEFINED HEIGHT If highest existing grade is: (@� ��,(Y -��above FFE-Height is(a)-(d) below FFE-Height is(a)+(dl Shoreland District MCWD Permit Average Lakeshore Setback gluff Met? Yes � No Permit Number: �, � 0 Yes � No �/A � Ye No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s �(�.�QZ� 0 Yes No � Yes No 1 2 3 04 5 � Type(s): Type(s): �Z S-� Updated: October 2016 v:\forms�plan review checklist 10-2016.docx ' , �� . Fees to be Char ed YES NO , , Permit � Plan Review � !, - State Surcharge Investigation Fee ' SAC—Number of SAC Units / -j/,��- Other(specify) ; - S uare Foota e $ per S uare Foota e Basement J g� X � �, �' � _ $ z,� ? 1 S' Floor ! X � , _ $ Q �C'J7. . 8 L�. 2nd FI00� X �j!`,�!� _ $ Garage % � Z X 3 , �- (�,, _ $ 3%/ � �` �, �_ � Estimated Construction Value: $ � , v lJ�i' . Orono Inspections Required Work Requiring Separate Permits Footing � Site � Plumbing � Grading/Filling r Poured Wall Silt Fence/Erosion Control �[, Mechanical 0 Fire �Foundation Survey � Hardcover Removal , �L Fireplace �Water Connection � Framing C] Other(specify) � Masonry., `� Sewer Connection �Waterproofing/Drain tile t �Mfg. �;Lawn Irrigation 0 Foundation Waterproofing 0 Other(specify) 0 Landscaping �.Framing . �Insulation s-Built Survey �Final �� Lathe Required State Permits 0 Other(specify) � Well Electrical l 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: October 2016 v:\forms�plan review checklist 10-2016.docx Christine Mattson From: Cummins, Kevin <KCummins@dwhomes.com> Sent: Monday, September 11, 2017 4:11 PM To: Christine Mattson Subject: RE: 540 Sandhill Drive/#2017-00961 Attachments: 60070016-540 Sandhilll Drive.pdf;08101701-MCWD permit.pdf Chris, Thanks for reaching out to me. Attached is the electronic copy of the plan along with the MCWD permit that has been submitted on the home. They should have the certificate back to me tomorrow.Any service doors are temporary per it being a model.Any areas that we will convert back to garage space will be noted and resubmitted when the model is converted back to an occupied home and a permanent CO is requested. Thanks again and have a great night, Kevin Cummins Builder-Minneapolis Market David Weekley Homes 612-716-2627 kcummins@dwhomes.com ��.�d��1e�y Hc�m�s �.�_ � � � �� Forfune Top 100 Places to Work For From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Monday,September 11, 2017 3:55 PM To:Cummins, Kevin Cc: Roger Peitso Subject: RE: 540 Sandhill Drive/#2017-00961 Kevin, We have a couple of questions/comments regarding 540 Sandhill Drive application prior to issuing the permit: • Copy of MCWD permit needed. • Please submit(electronically)a copy of the building plans. I will print the 11 x 17 copies needed. • Two garage services doors are shown on the building plans, but not shown on the survey, i.e. no landings shown or included in the hardcover calculation. Will service doors remain after the home is no longer a model/sales office? Please provide clarification. Please note once all life safety issues have been completed we will issue a Temporary Certificate of Occupancy for Model/Sales Office USE ONLY. If exterior improvements are not completed at that time,an additional escrow may be required. 1 Once the structure is no longer a Model/Sales Office plans shouid be submitted for review and approval prior to remodeling. I am out of the office tomorrow, returning on Wednesday. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 0 55356(physica/addressJ PO Box 66 I Crystal Bay I MN I 55323-0066(mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us I � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 10,2017 From:Cummins, Kevin [mailto:KCummins@dwhomes.coml Sent: Friday,September 08, 2017 8:57 AM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:540 Sandhill Drive Happy Friday, Just was checking to see if you could give me any updates on the progress of 540 Sandhill Drive.We are trying to create a schedule for the start of the home. Please let me know if you have questions or can provide and updates. Have a great weekend, Kevin Cummins Builder-Minneapolis Market David Weekley Homes 612-716-2627 kcummins@dwhomes.com ��.Vi+�.'��+�i��" H�m►e� ..�.�... ��.. � � � � � Fortune Top 100 Places to Work For z Christine Mattson From: Christine Mattson Sent: Monday, September 11, 2017 3:55 PM To: 'Cummins, Kevin' Cc: Roger Peitso Subject: RE: 540 Sandhill Drive/#2017-00961 Kevin, We have a couple of questions/comments regarding 540 Sandhill Drive application prior to issuing the permit: • Copy of MCWD permit needed. • Please submit(electronically)a copy of the building plans. I will print the 11 x 17 copies needed. • Two garage services doors are shown on the building plans, but not shown on the survey, i.e. no landings shown or included in the hardcover calculation. Will service doors remain after the home is no longer a model/sales office? Please provide clarification. Please note once all life safety issues have been completed we will issue a Temporary Certificate of Occupancy for Model/Sales Office USE ONLY. If exterior improvements are not completed at that time, an additional escrow may be required. Once the structure is no longer a Model/Sales Office plans should be submitted for review and approval prior to remodeling. I am out of the office tomorrow, returning on Wednesday. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 0 Orono I MN I 55356(physica/address) PO Box 66 � Crystal Bay I MN � 55323-0066(mailing addressJ '� 952.249.4620 I 8 952Z49.4616 � cmattson@ci.orono.mn.us I � www.ci.orono.mn.us OfFice Hours: Monday- Friday S am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 10,2017 From:Cummins, Kevin [mailto:KCummins@dwhomes.com] Sent: Friday,September 08, 2017 8:57 AM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:540 Sandhill Drive Happy Friday, 1 Just was checking to see if you could give me any updates on the progress of 540 Sandhill Drive.We are trying to create a schedule for the start of the home. Please let me know if you have questions or can provide and updates. Have a great weekend, Kevin Cummins Builder-Minneapolis Market David Weekley Homes 612-716-2627 kcummins@dwhomes.com I)av�,d��y' �� . � �t �r � �: � Fortune Top 100 Places to Work For 2 Permit Apalication: Self-Checklist for Completeness �se note, the applicant must initiai in the boxes below to acknowledge the minimum required rmation is included with the submittal. If not, the ap lip catiqn will NOT be accepted. Call .249.4620 to schedule a meeting with staff if you have questions on application submittal airements. �/ Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono witl 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 regardin . >igned by: �� _ �ddress: � y° S�t�-0�'t�iL.�_ Q12G(%� �ermit #: Updated: January 2016 �o�o c�� oF QRo�a RESOLUI'ION OF THE CITY COUNCIL y � �' G� N O. f� C.� �: ��kESH�� RPiTD District Minimum Proposed Flezibility SFR Standard Lot Standards Re uired? Minimum lot size: 15,000 square feet 7,500 s.f.—66,000 s.£ Yes (incl.wetlands) 24 of 39 lots< 15,000 s.f. Minimum lot width at setback line: 90 feet 65 feet ./45 feet min. Yes Minimum lot de th: 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 Wa zata Blvd W and OCB Rd: Minimum side setback to internal street: 25 feet 10 feet Yes 5 feet, 7.5 feet, or 10 feet Yes Minimum side yard setback: 10 feet per Setback Exhibit attached as Sheet B-19 Minimum rear yard setback: Lesser of 40' or Lesser of 40' or � 20% of lot de th 20%of lot de th ' Wetland building setback: Greater of 35 feet or Greater of 35 feet or No MCWD buffer lus 10 feet MCWD buffer lus 10 feet Buildin hei ht: M�imum 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 ercent of their de th. 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 gLoss lot area) of O.S.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. Fublic 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 i � , Z: . � ---��------ J: -- ---- -------------------------- �! .•� z� ow :c�v� �n — -------- - <; I �: •I , �----- --� - g � .' ��, __ ��---t, � � .�-' �L � �S �r �^sa � � - �`- �I y p .6 ---- $ :..; � �j� �I � ,--'- ------- ,;,m i � .�. \�� i i � /� , _ `.- '_ _ �h � t � �� a i i � /i n �✓ . , � j �� i � _��,° ',�, ;; � J / = ' ., ,� �., o ;� . � ��'�� : ; '. , � ^--r:-; i 1• �`. ; ;% : '° � �. � ��.r `� .'II ' '` '' ` ^ ''/ Y ' ` ' � � � •-.�.i/. l,. j( a�� -r-7-._�'a i f� \` �,�, � •'�%ji � � , �,��/ .�.� '.,. / y '/� �+ i ,..L•i` ,\/ •`�� `��.M y ' i i , �� N L f..,.�=' \�/i ,'./�� .. i i �.� . .. _T' rl / �'/ ��- \\ ' �`i� /`,/� YY ;'" ;, e <1 � `�,�,_ �_ .�� -�� i '•� �� I/ ,i. \i 1' '' ' ' '_', � /' �� i / � � � �. �/ `,^.�'[_ �? � � , fn V! � y i � - �-r / I W W �---1%� �� .ti ��'� i '� �� , � i a-i� - �\ ~ i•;( /� / �/ 1 I � � '-_��S� t".�.i / /' / —__ i I �n�u �� r"-�'`�r.-'� ♦ ��'�/ // .�' - -. nin �, ;---r'"^ i 'i � \�: `.�'/, ' � I ' � � � ,.%/ /� �� '' �` i I '° , � � -- ----�-'--' � � ,.� ' ! -- - ' ..__� ,. _.� r--__ :._--_- ��--� , , r-------- � i • `. .i .`r /'% /}i i r � i� i . oi \� i / + ; I � I �' ' - - ---1°-� Y/// �;,,� - �_-- L_-_1_ _'I 1 ' 1 I '__"_____j`� / , / �-a � v/ /� i"""�__ ��1 I EC �, ,`��.' � �) - _ � N �C �� I �/i/�/�/� �/,''1 ' �i Y I �'•.. �. � , �� ` � '' �---�-sv"�i . i r.. � �� ;+. ; ��.: , ;-- - ,; �— ir - ,�, �, ,-�S�';'<' .. - yW ; � ,� ��,� � i; f�i,' '��:!�.��' - �, � Wg� �� L_ l — �� ' '� f. �//�'��j'�� /�1 . i' I p. ____—_'___J � � i ' � . �/ . „ I : ? i___r_�-^1-1 1 � i � ; i t � / i � o , I N � ' � i �� I.� ,�/ j /�� Y/ : n� � , _ � � ' ' � i i ,. �---=---- - � � ,� ' � �i << ; % ,� � ,� � ;-,--- �;� �� _ ��< ;_�� 'i: � , � 4/ ,/ �, , �C � , ,� �'.. ',�! ' �:.`- ; .'r � 7 � _ _ �; � ;� `��, � . �; _• �, / �� J� f" �� \\ � ��- \`.- �q _ ' 1 ` `'/' / I-' +\\\ �`t v�,s �' `��-,��tY `�.: �/ ' '1 \ ., d ' i, I a ---- iil n / ;,��'.`��` �� ///' ;� � �a� 1� /� �, �� x� �/� l� Y� l� -, -,� �,� � ,, .,, ,..y �a �� / I _ J(� � Y rL' �t ~ ,�� r �1� � 'I\\``� '-�� m L'__J_" '1 . 1 � � �� 'I . I �� r_� Y i i � � � . f'--l"-' � ' I � j'l . , j� I I I 1 �� X I I I l._L_____J�J l.`� 1 a � ' � 1 1� 1 N i.+ I � ei (1 1 I N 1; ;i i i N 1 .4 � ^y Yi j , �--�__�.; '� ,, . \� �� . � � � , Y �---�-- �� --— o �' � � � n a V i ,�"+I o �;� i � - - • _ '��' v; i i � Q/y� I I � i ,`J ` + ' - - 1 W I � �__.y.l__ . .1.� 1 I � `\` l� _J L_ __. "_ J , __r ,; __ � i-�- �i LJ '..�____ J r--_-------_-- r,.. W 1 ' � � +'� '� � , 'ir�� I L___L'_�'_�JJ �. �� I 1� � `_' '_ __'_ � � --� r----� - �--1- -- ,-� �. ,_ __�_,� - — - ; - l W 1 � ' ; �� T---- �-,-� � < m 1 I _?�� i i ry ; � ~ I " � Q , ,�__�..__---�. �tl_T– �p'yy�y� �- – -+�- – � Us�+�3 W F- � �� ' � t� V ICf'� I I I �i� N O / �.. ` � r I li i 1�� ; r— �----��-----� �N "� w .— —. — — —_— � � z - _ _ ` � a z i- -------- ----- p'' � � ' ('J/7B/laJ (dll HV5"JH1 M QA7B Y1dZ.(YM C ^ �. Q 0 Z � �-- '--- ------- ----------- C7 � � I / J 0 O / � ( wipw��v�ar�a�i-w�siori\�ya�o+\amaib�oc�� Christine Mattson From: Christine Mattson Sent: Thursday,August 17,2017 10:42 AM To: Cummins, Kevin; 'Jensen, Scott' Cc: Roger Peitso Subject: 540 Sandhill Drive/#2017-00961 , Good Morning, While reviewing the building plans for 540 Sandhill Drive we noticed an egress well for bedroom#4 located within the drainage and utility easement. Encroachments are not permitted within drainage and utility easements. Please remove this egress well and submit updated building plans for our review. Don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway S Orono � MN I 55356(physica/addressJ PO Box 66 I Crystal Bay � MN I 55323-0066(mailing addressJ "�" 952.249.4620 ! 8 952.249.4616 � cmattson@ci.orono.mn.us 0 � www.ci.orono.mn.us Summer Office Hours: (Monday,May 22 through Friday,September 1,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 4, 2017 1 Christine Mattson From: Adam Edwards Sent: Wednesday,August 16, 2017 12:07 PM To: Christine Mattson; Roger Peitso Subject: RE: 540 Sandhill Drive/#2017-00961 Chris, I've reviewed the subject Grading Plan and stamped it approved with comment. 1. I revised the plan to indicate perimeter erosion control measures(silt fence, bio logs,etc.)down gradient from proposed work. Measures must be installed by the Contractor and inspected by the City prior to any work. Contractor must provide a minimum 24 hour notice prior to inspection. 2. A separate Utility Permit will be required for the water and sewer connections Adam From:Christine Mattson Sent:Tuesday,August 15,2017 11:28 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:540 Sandhill Drive/#2017-00961 We received a building permit application for a new house(aka Sales Office). I have noted the following: • A 4th egress window is shown within the D/U easement on the building plans. This must be removed. The#4 egress window is not shown on the survey. • Survey does not show erosion control Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 I Crystal Bay p MN I 55323-0066 (mailing addressJ '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us 0 �] www.ci.orono.mn.us Summer Office Hours: (Monday, May 22 through Friday,September 1,201� Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 ADVANCED FRAMING: 2X6 EXTERIOR PERIMETER WALLS &ALL INSULATED , WALLS UNLESS NOTED OTHERWISE , . . � . � �,�� . ;r � w -�.� �_, -�� NOTE: ALL 1 ST FLR. CEILING HEIGHT; =� 10' - 0" UNLESS NOTED OTHERWISE � = y � °o�° z� � o OPTION LIST y r =� ��D� _� y � C U S T O M 4 Q T C H E N EXTENDED WEf Z y p D oo v m� o O r � FlNISHED BASENIENT W/OPT.GAMEROOM,BEDRM 3,�BATH 3 RAILING ATARE y m m �� y r W� < � Z FlREPLACE AT FANNLY r m m 3= �D � Z (,—Z � BEDRM 4 z Z Z W � G� 61 A OPEN STAIRS TO BASEMENT � � -i -� FlREPLACE AT B�ASEMENT w oo i �� .i N w ;� SUPER SHOWERAT OWNERS BATH � �� +� ni w TREY CLG AT OWNER'S REIREqT tn cc cn co m� Z �, �7 � ORONO PRESERVE 65' �. No.: rrz,� � r � z n � -, �0 540 SAN D H I L L D RIVE 6607 0 o Z '� = . � Z � , O RO N O, M N Job No.. `� "� � 0016 � City of Orono �oNo Hardcover Calculation Worksheet s �, Property Address: ��U �� p��Vv F �; ��kESHOf't Prepared by: '��N � ��,� Date: �1�� Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed ha�dcover an 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 se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet Exam le Ga 24'x 30' 720 S.F. A �l ' {- Z S.F. B t v�u.�. S.F. C r ' /!� S.F. � s S.F. E 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. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. �N S.F. X S.F. Y S.F. Z S.F. 1 TotalPro sed Hardcover S.F. Excludable Hardcover See CI Code Sec 78-1684: S.F. S.F. S.F. S.F. S.F. 2 Total ExGudable Hardcover S.F. 3 Net Pro sed Harcicover Subtract line 2 ftom line 1 - S.F. 4 Total Lot Area S.F. Proposed Hardcover Percentage [(3�+(4)] �.� % This is an Ir►fom►etion padcef regarding Harnkbver. Every eflort has been made to insure the accuracy of the information contained herein;however,if any information Js not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 , New Construction Energy Code Compliance Certificate n.a cerarMaa rm�ea Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. ,��,�$�,)7 Maam�Addrcas of thc Dw�dli�or Dwdlio=Uoit 7814 Name of Rnidmtld Cootractor MN Liceme Number David Weekle aa e�.n m 7814 RADON CO TROL SYSTEM o Type:C ec at APP X Passive(N Fan) �� c � E-. °' L'ti' Active(Wi h fan and monometer or w � � � � 0. Y other syste monitoring device) � d � `° � U $ � � 1-ceation(or futura Location)of Fan: '� Ca m � a ;� � �, Inwlafion luation � o z � � v �3. w W � a �ia o o—b "� V ro o ' o � � � E � � � F• � z v, �,, u°., � � a a Other Please Describe Here Below EnNre Slab X Foundation WaII R-10 X e�Renor Perimeter of Slab on Grade X Rim Joist(lst Floor) R-2� X Intenor Rim Joist(2nd Floor) FZ-2� X irnenor Wall R-20 X Ceilin ,flat R-49 X Ceilin ,vaulted R-30 X Bay Windows or cantilevered areps R-30 X Floors over unconditioned areas R-38 X Describe other iosulated areas Buildin Envelo e air Ti htness: Duct s stem air ti htness: Windows 8 Doors eoKn or Coolin Ducts Outsida Condifion S cos Avera e U-Factor(excludes s lights and one door)U: 27-.31 Not a licable,all ducts located in conditioned 6 ace Solaz Heat Gain Ccefficient(SHGC): .25-.29 -8 R-value MECHANICAL SYSTEMS Make-up Air Se!et a Type A lianees Heatin System Domestic Water Heater Coolin System X Not r uired r mech.code Fael T NAT GAS NAT GAS R-410A passive ' Manufacturer B ant Rheem B ant Powered Interlocked ith e�chaust device. Model 912$848060517 PROG5042NRH67PV BA13NA030 Describe: Input in 60000 Capaciry in 50 output in 2 5 (Jther,descri : Ratiog or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 L.ocation of duct or stem: fficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING IAAD � RESIDENTIAL LOAD CALC 49247 25485 30466 cfin's u Maehanical Vantilatan S siom "metal duct )escribe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combustion Air lec[a Ty urce heat pump with gas back-up furnace Not required r mech.code Select Type X Passive Heat Recover Ventilator(HRV) Ca aci in cfins: Low: Hi : Other,descri : Energy Recover Ventilator(ERV)Ca acity in cfins: Low: 50%=88 High: 90%=158 Loeation of duct or ystem: i Balanced Ventilation Ca i in CFMS: fUR18C@ 1'OOCTt � Locations of Fans,describe: Cfm's Ca acity continuous ventilation rate in cfms: 75 5 "round duct R Total ventilation(intermittent+continuous)rate in cfins: 150 "metal duct 7814 HVAC Load Calculations for David Weekley Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Rd. Plymouth,Mn 55447 763-473-2267 Wednesday,January 18,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. R1� ��:�t.#��1�#�Ml f�11iAG t� B�r#�p�1r.�q�1�1��„ S�Pk�nnb�rM1�� '�' `.�t�4 =---- _ . ,==-- , Pro"ect Report � �-- ,N., _ ��e, ., ° � ^°A�� '�`'r x 3�a�,��, � �n^�� :� ':�sv�.:.^ "" `.�r � `�'�^�,"v`�.�:� 1 � r� �� ,. ;�C'� ^S o �a,.. .�; ��'•2. „l,w Project Titie: 7814 Designed By: Josh Gray Project Date: Wednesday, January 18,2017 Client Name: David Weekiey Homes Company Name: Sabre Heating And A/C Company Representative: Josh Gray Company Address: 15535 Medina Rd. Company City: Plymouth, Mn 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray aQsabreheating.com �e .,�a _�` a q�n�"`� x�a� �''� ��M �$ d�'e t "2 � `" � ��.��r @-�� ra h �.��'R � �� ,e s x .� �' A�c.�.�r��:��" .�k. �:.� .��-:E �, . �a . . _ �-. t: 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 � Bulb Wet Bulta $�,I.H1101 $@1.�'1Wn �qLBS1112 Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 a...� ..x�,,.s k _, �, S ' - . . , L _ .Z � 5, . ? .-'. 44 � 'TMr 4- 4 ' . }'�,..�°,� . , .�:�.,:a., .`.=�� ,...'u.�:r,�,#�',.�..�s"�,zs..wF.��.",r,:� ' s�:;,,,,,.-::. u ,.v�y S.�> ;.:i. .,�..'�+�� ' .zr-� :�a � ,�4,�� "`.A:,y��3�,',r8�� Total Building Supply CFM: 1,155 CFM Per Square ft.: � 0.284 Square ft. of Room Area: 4,068 Square ft. Per Ton: 1,602 Volume(ft')of Cond. Space: 36,612 ,. .�. ,�:�,� � ,� � �,� ,�,n ,� � �:.� ' ,_ ,..�:.� �� _` .�--�.' � ,.n d t� .�-�., s ..;-:. .�.,.� :� ,.i � �a�'�.�.�`�,� ;s.:� ,��,;�.'�.�.'.�azh� � �� ; � Total Heating Required Including Ventilation Air: 49,247 Btuh R 49.247 MBH Total Sensible Gain: 25,485 Btuh 84 °�6 Total Latent Gain: 4,981 Btuh 16 �o Total Cooling Required Including Ventilation Air: 30,466 Btuh 2.54 Tons(Based On Sensible+ Latent) ..:... : z.. Z ,3# z- n�. :- ��T �' ,� '•„. �-� v �tYr�'i. x ^r�,: '�.. � s�"�a �, `w�. � �y,,:��i dH :� >s� k. �.� -' .L�-'� � �� `��`"�.. .a �'�„ o-d?��<�� ° ��y;L'�^ Rhvac is an ACCA approved Manual J and Manual D computer program. Catculations 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 EstimatinglHeat CaIcsWlattamyl�UNTTL0.rh9 Wednesday, January 18,2017,2:36 PM ` �r�c.R�►n�t�l�Carmnf.ro+rU#�rAc�d. ------- ---------- ��r�.ap�r�,�ue.; Sa�a��t�ea� ,<��; 7' ----------- `--------- -- . ----------- < - -�- , ,. Load Preview Report ___� Net ft' Sen Lat Net �� Sys Sys Sys p� Scrope Ton /Ton Area Gain Gain Gain Loss H� ��9 � Size CFM CFM CFM Building 2.54 1,602 4,068 25,485 4,981 30,466 49,247 585 1,155 1,155 System 1 2.54 1,602 4,068 25,485 4,981 30,466 49,247 585 1,155 1,155 12x17 Ventilation 832 3,480 4,313 5,571 Humidifiqtion 4,510 Zone 1 4,068 24,652 1,501 26,153 39,166 585 1,155 1,155 12x17 � 1-Lower Level 2,034 3,344 0 3,344 14,394 215 157 157 2-5 I 2-Main Level 2,034 21,308 1,501 22,809 24,772 370 998 998 10--6 I I i I � � ( I ; � I � I � � ' --------------- ----------- ----------- ------------ ----- M:�Sales and Estimating�Heat CaIcsUNlattamyl�UNTTL0.fi9 Wednesday, January 18,2017,2:36 PM -- ---- --- - --- �I�C-.�M't�Mlti�E�.�1t-��A��I�I► .... �� P�g:$.li��t.. ; � . ��'� �� =--�- �� t� Total Buildinc�Summary Loads ____ � _ -� .r.�� n g�1�_ ��x� } ,� -:� y ?_ 'kS �'�`�.��r t� ��+,N� �`�''�'�*h�"' �7' t�c;- ��„��'�` _�� A " ; a, n� a�. � r :a � �' y s ,t ``� •?:� ';,`�, 3 � t4��.�, e��z �t^�� 3fi�"�l� .-, � 3:� lOW EE: Glazing-Builder Grade Low E Windows 8� ��344.3 � 9,581 �� 0 � �9,478 9,479�� Sliding Door.32 U value.30 SHGC, u-value 0.32, SHGC 0.3 11J: Door-Metal-Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-8:Wall-Basement, concrete block wall, R-10 1328 4,852 0 0 0 foam board to floor, no framing, no interior finish, filled core, 8'floor depth R-2012F-Osw:Wall-Frame, Custom, no board insulation, 2177.9 12,505 0 1,912 1,912 siding finish,wood studs RJ R20 Closed Cell:Wall-Frame, Custom, Spray Foam R- 324 1,408 0 250 250 20 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 2034 4,070 0 2,246 2,246 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingtes 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2034 4,778 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20'wide _ Subtotals for structure: 39,166 0 14,431 14,431 P�P1e� 3 600 690 1,290 Equipment: 901 4,116 5,017 Lighting: 750 2,558 2,558 Ductwo�ic: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 150, Summer CFM: 150 5,571 3,480 832 4,313 Humidification(1Nnter) 12.30 gaUday : 4,510 0 0 0 AED Excursion; _ 0 0 2,858 2,858 Total Building Load Totals: 49,247 4,981 25,485 30,466 ... ;:. ��..�. : F .- �,g .. , ..� "5�y �� +�`^xc �' �....�. e �� ,�,.. a � � f'k'� ,# c�� ' . . ::�,.wa., �...o;. r ....:.��. ..,�;'.:. .. -�.� 4 z :.�i H��1�.. :t.,="•; �' t ;.� r. �`` u.� 2 `'�s @';'�, ��, � s `�� s, ,,.e. -.:: Total Building Supply CFM: 1,155 CFM Per Square ft.: 0.28�4 Square ft. of Room Area: 4,068 Square ft. Per Ton: 1,602 Volume(ft')of Cond. Space: 36,612 �.` .s° � se � a t�w..� s. „��"'��``��.`?¢.� �� '�A � $� � �'.'� � s .,w � � y�. -� ' �.:K � .-t � ��X �'�.; T�\e �R! � .:�:Y �i3Y �:r3 � i24 ,..1�:, �2: �a 0. �.p'.�F �e �.. _ �d��..�S,v. �. �,vi.. Total Heating Required Including Ventilation Air: 49,247 Btuh 49.247 MBH Total Sensible Gain: 25,485 Btuh 84 % Total Latent Gain: 4,981 Btuh 16 96 Total Cooling Requi�ed Including Ventilation Air: 30,466 Btuh 2.54 Tons(Based On Sensible+Latent) _:..., _ M::,� Y ,..�'�a �.. , v -� •, :�..� � � :�� ys�'s� t� '� r�� - � .>� " � �' < .f F.�.' �� x�. ..�, tk.L �.,��`,"�v "q .� y ��"cwY't'ti tae ^�`r*��.n,w� ,�ii ,'^�.Q �'f;a%;, m�., �., ,,r, .. - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manuat J 8th Edition,Version 2, and ACCA Manual D. All computed results are es6mates 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 CaIcsWlattamyl�UNTTL0.fi9 Wednesday, January 18,2017, 2:38 PM �a�f°� 7814 D8� 1/18/2017 `°�`°� Sabre Heating And A/C `°'�ted Josh G. Sectlon A Ventilation Quantity (Determine quantity by using Table R403.5.2 a Equation 11-1) Square feet(Conditioned area induding 4068 TMaI required vmtilation 150 Basement—finished or unHMshed) 3 Condnuous venUlatlon 75 Number of bedrooms DNectfons-Determine the total and contlnuous ventUation rote 6y elther using Tobk R403.5.2 or eyuatlon 11-1. The ro61e 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/ 1000-1500 60 40 75 40 90 45 305 53 120 60 135 68 1501-2000 70 40 85 43 100 50 115 8 130 65 145 3 2001-2500 80 40 95 48 130 55 125/63 140/70 155 8 25013000 90 45 305 53 120 60 135 68 150 5 165 83 3001-3500 100 SO 115 58 130 65 145 3 160 80 175/88 3501-4000 110 55 125 63 140 0 155 8 170 85 185 93 4001-4500 120 60 135 68 50 165/83 SSO 90 195/98 4501-5000 130 65 145 3 160 80 175 88 190 95 205 103 5001-5500 140 0 155 8 170 85 185 93 200 1� 215 108 5501-6000 150 5 165 83 180� 195 98 210 SOS 225 113 Equation 11-1 (0.02 x square feet of conditioned space)+(15 x(number of bedrooms+i))=Total ventilation rate(cfm) Total venttlation—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 redudion of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilatton-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 cyciing controls providing the average flow rete for each hour is met. Table 501.4.2 Makeup Air Openin Sistng Table for New and Existing Dwelli Units One or multlple power One or muldple fan- One atmospheriwlly vented Muldple atmospherially Ouct dl- vent,direcc vent ap- assisted appUances and gas or oll ap- vented gas or otl ap- ameter plfances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tlon applfances applfances Cotumn B appliance appliances Passive openfng 1—36 1—22 1-15 1—9 3 Passiveopening 37-66 23-41 16-28 10-17 4 Passfve opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—S00 47—69 29—42 6 Passive enin 164—232 101-143 70—99 4 —61 7 P ssive o nin 233—317 144—195 100-1 5 62—83 B Passiveopening 318-419 196-258 136-179 84-110 9 Passive opening 420—539 259—332 180—230 111-142 SO w motorized dam er Pauive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >b79 >419 >290 >379 NA Notes: A.M equivalent length of i�feet of round smootl�metal duct is assumed.Subuact 40 feet for the exterlor hood and ten feet for each 90-degree elbow to dete►mine the remaining iength of stralght duct allowable. B.If flexible duct is used,increase the duct dlameter by one inch.flexible duct shall be stretched with minimal tags.Compreued dud shall not be accepted. C.Barometrk dampers are prohibited in passive makeup air openings when arry atmospherfcally vented appllance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not requfred per mechanipl code(No atmospheMc or power vented appliances) � Passive(see IFGC Appendix E,Worksheet E-1) Size and type "ryd Bd 5"fl@X Other,desvibe: Explanatlon-If no atrnospheric or power vented appUances are installed,Chedc the appropriate box,not requfred.If a power vented or atrnospherfcally vented appliance installed,use IFGC Appe�dix E,Worksheet E-i(ue bebw).Please enter slze and type.Combustion air vent supplies must canmunicate 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 Infikration Rate Method.For new construction,4b of step 4 is required to be filled out. IfGC Appendix E,Worksheet E-1 Residential Combustion Air Caiculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appUance information. Furnace/Boiler: 60000 raft Hood �an Assisted �ired Vent Input: Btu/hr or Power Vent water Heater: 40000 raft Hood �Fan Assisted �irect Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space{CAS)containing combustlon appliances. The C0.5 includes all spaces connected to one another by code compliant openings. CAS volume: �O ft3 LxWxH 8 L 10 W�H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated Into Table E-1 for use with Method 4b(KAIR Method�.If the year of construdion 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: fta Volume(TRV) If CAS Volume(from Step 2)is pre a t er th o n TRV then no outdoor openings are needed. tf CAS Volume(from Step 2)/s less than TRV then go to STEP 5. 4b.Known Air Inflltration Rate(KAIR)Method(DO NOT COUNT OIRECT VENT APPIIANCES) Total Btu/hr input of all hn-assisted and power veM appliances Input: � Btu/hr Use Fan-Assisted AppNances column in Table E-1 to find RVFA: `�OOO � Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Naturai draft appliances Input: � Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: � ft3 Required Volume Natural draft appHances{RVNDA) Total Re uired Volume RV =RVFA+RVNDA TRV= 3000 + O _ �00o TRV fta Step 5:Calculate the ratio of available inter(or volume to the total required volume. Ratio=CAS Volume(from Step 2)dl vided by TRV(from Step 4a or Step 4b) Ratto= �Q / 3000 = 0.21 Step 6:Calculate Reduction Factor(RF). RF=1minus Ratio RF=1- 0•21 = 0•79 Step 7:Calcu�ate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CIlS input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): A�.�� Total Btu/hr d!v!d ed by 3000 Btu/hr per in: CAOA= 40000 /3000 Btu/hr per in:= � in: Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA muklplled by Rf Minimum GAOA= 13.33 x 0.79 = 10.49 in: Step 9:Calculate Combustion Air Opening Diameter(CAOD) CA00=1.13 m uftlpBed by the sq u ore root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 3.65 in.diameter go up one inch in size if using flex duct 1 If deslred,ACH can be dete�mined using ASHRAE calculation or blower door test.Follow procedures in Sedion G304. tFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Inflltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Dreft 1994 to present Pre-1994 1994 to present Pre-1994 5 250 375 188 525 263 10 000 500 750 75 1050 525 15 000 �5 1 1 563 1 S 788 0 000 1000 1500 750 2 100 1050 25 000 1250 1875 938 2 25 1313 30 1500 2 250 1 125 150 1 75 35 000 1750 2 625 1313 3 675 1838 40 2 000 3 15 4 200 2 100 45 000 2 250 3 375 1688 4 725 2 363 50 000 2 500 3 750 1675 S 250 2 625 55 000 2 750 4125 2 063 5 775 2 888 60 000 3 000 4 500 2 250 6 3 3 1 65 3 250 4 875 2 438 825 3 413 70 000 3 S00 5 250 2 625 7 3 3 675 75 000 3 7 625 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 � 4 500 6 750 3 37 9 4 4 725 95 000 4 750 7 125 3 63 9 75 4 988 1� 5 000 7 500 3 750 30 500 5 250 105 000 5 250 7 875 3 938 11025 5 513 110 000 5 S00 8 250 4125 11550 5 775 115 000 S 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 6 500 9 750 4 875 13 650 6 825 135 000 6 750 30125 5 63 14175 7 O88 140 000 7 000 10 500 5 250 14 700 7 350 145 000 7 250 10 875 5 438 IS 225 7 613 150 000 7 500 11250 5 625 15 75 7 875 155 000 7 750 11625 5 813 16 275 8138 160 000 8 000 12 000 6 000 16 800 8 400 165 000 8 250 12 375 61 17 325 17 000 8 S00 12 750 6 375 17 850 8 925 175 000 7 13 125 6 563 18 375 9188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 875 6 93 19 425 9 713 190 000 9 500 14 250 7125 19 950 9 975 195 0� 9 750 14 625 7 313 20 475 10 238 200 000 10 000 15 000 7 500 21000 10 500 205 000 10 250 15 375 7 688 21525 1 783 210 000 10 500 15 7 0 7 875 22 OS 11025 21 000 10 750 16125 8 063 22 575 11288 220 0� 11000 16 500 8 250 23 300 11 S50 225 000 11250 16 875 8 438 23 625 11813 230 0� 11500 17 250 8 625 24150 12 075 i.The 1994 date refers to dwelli�gs consVucted under the 1994 M(nnesota E�ergy Code.The defauh KAIR used in this section of the table Is 0.20 ACH. 2.This sectio�of the tabie is to be used for dwellings tonstructed priw to 1994.The default KAIR used in this section of the table is 0.40 ACH. Section B Ventilation Method (Choose either balanced or exhaust only) Balanced,NRV(Heat Recovery VeMHator)o►ERV�EnarQy Recovery Exhaust only Ventilator)—cfm of unit in bw must not exceed conUnuous Continuous hn rati�in cfm low c1m: �o "�h`h": 158 Contfnuous fan ntlry�in cfm(capuity must not exceed O continuous ventNatfon rating by more tfian 100%) Dlredkns-Choo�e the method of venfilatbn,bobnaed o�exhoust only.Ba/anced veMlbtion systems an rypkapy HRV or ERV's. Enter the bw and hlph cfm amounts.Low cJm afrJ/ow must 6e equol to orgreoter thon the requlred cont7nuais ventibtbn rate and ku than 300%greater thon the contlnuous rote.(For imtance,y the/ow cjm h 40 cJm,the ventlbtlon Jon must�wt exceed�cJm.) Automotk mMrols moy allow the uss of o/arger fan that!s oyerated a peranfaye oJeoch hour. Section C Ventilation Fan Schedule Descri tion Location Continuous Intermfttent Dlrectlons-The vendbtbn Jon scheduk should descrtbe what the fan is for,tlie IocoNo�y cfm,and whether It!s used jor mntlnuous or IMermitteM veMlbtlon.71�e Jan tAai is chose for rontlnuous ventlbtlon must be squal M orpreater than tAe low cJm air rotiny and less than S00%greater than the oontlnuous rate.�For Hrslonce,iJ the bw cfm Is 40 cJm,Me aonflnuous venHlailen Jon must not sxceed 80 cJm.)Automotk crontrols moy olbw the use oJa krperJan that&opemted a percentage o�eoth houi Section D Ventilation Controls DescriEe entiari and control of the continuous snd intermfttent veMilatbn ERV has weN c�nftd eet to 50%=88 CFM ERV has wall control aet to 90%=158 CFM Dlrertlons-Descrlbe the operation oJ the veMllotbn system.There sAoufd be adtquote detall Jor pbn revkwers a�Inspectas to verlfy dafpn ond Installotlon comp/bnce.Related trodes aRw need adequate detaflJor plocement oJcontrols and pnperoperodon oJthe buildinp veMilatlon.fJe�chaust fans an used for buildlnp veMilation,describe the operation and locatbn of any aontrols,lndicaton a�d lepends.lJan FRV or HIPV is to be lnstaUer4 desrrlbe how Jt wlfl be Inrtolkd.If!t wl!!be connected ond interfaud wlth the oir hondllnp equipmsn4 pkase darNbe wch connect(cns ps dstolkd in ihe monufodura' instalbtion lnstructlons.Ij the instalMUon instnrcikns rcqulrc or iecommend the squipment to be lnterAocked with the air handllnp equlpment fa proper opercUon,sueh lnterconnection shaB be mode and descrlbed. Directbns-In wder to determine the makeup alr,Table 501.4.1 must be fllled out(see below).For most new instaNatfons,column A wfll be appropriate,howevar,ff atmospherkally vented appliances or solid fuel appllanca arc Insbped,use the approprlate column. Please note,if the makeup ak quantity Is neaative,no additlonal makeup afr will be rcqulred for ventilatbn,lf the wlue Is pasltive refer to Table 501.4.2 and size the opmf�.Transfer the cfm,size of opening and type(round,rectangular,flex w rigfd)to the last line of sectbn D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN�WELLINGS Additional combustan alr wNl be Wred far rnmbustion a liances see KAIR method ta cakulations One or muftiple power One or mukfple fan- One atmospherically vent Multiple atmospherkal- vent or direct vent ap-pliances assisted applknees and power gas or oi)appltance or one solld ly vented gas w NI applfarrces or no combus-Hon applia�es vent w direct vent appllances fuel appliance or solid fuel appliances Cdumn D Lolumn A Column B Column C 1• 0.15 0.09 0.06 0.03 a)prasure factor (cfm/s� b)eonditiwrod floor area(s�(induding 4068 unfinished buemeots) Estimated Haue Inflltradon(cfm):(la 6,)O x ibj 2.Exhaust Capadty a)continuous exhaust-onty vmdlatlon system E RV - 0 (cfm);(not appliwble to ba-Ianced ventilatb� systems such as HRV) b�clothes dryer(cfm) 135 135 135 135 c)80%ot largest exhaust ndnQ(dml, '�'��^h��'N 240 (not appliceble if recfrculadry{system w if powered makeup air is electrlcally interlocked d)80%of next largat exhaust rating Not (cim);bath fan typicairy Applicable (not applipble if recirculatirq{system w if powered makeup afr is electrically fMalocked Total Exhaust Gpacfty(cim); [2a+2b+2c+Zd] 375 3.Makeup Air Quantfty(cfm) a)Wtal exhaust upadty(from above) 375 b)esdmated house inflftraUon(hom 610 above) Makeup Air quantity(cfm); [3a-3b) -235 (N value is neaaUve,no mskeup sir is needed) 4.For makeup Air OpeninQ Siting,refer toTable501.4.2 NOT REQ. A Use thls column if there are other tl�an fan-assisted w atmospherkally veMad gas w oil appliance or ff thero are no combustion applianca.(Power vent and direct vent applWnces may be used.) B.Use this column if Mere Is one fan-assisted appliance per v�tina system.(Appliances other than adn�pherlcally vented appllances may ako be included.) C.Use this column ff there fs onc atmospherically vented(other than farrassisted)gas or dl appliance per venting system w one solid fuel appliance. D.Use this cdumn if there are muftfple atmaspherlcally vented Qas or oil appUanca usinQ a common veM w H there are atrnospherically ve�ted Qas or oil appllances and solid fuk appliances. , OLD CRYSTAL BAY CERTIFICATE OF SURVEYFOR: �3�, � ,_ EY;� ��-. R O A D N O R T H D A V I D W E E K L E Y H O M E S ��ry, � ei�mous� „ � AltG 1 8 c917 �ri i 02X.51 12800 Whitewater Drive ; ; �s��e�s�i�s��w .SW�.2� t�'?��. __._.. __:� „ � Minnetonka, MN 55343 � '� 026. "��.X:,. .. L. 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Page of ?� cm�-ason�o/�a INTERTEC TheScienceYouBuildOn. DCIIIy SOII ObSeI�VGtIOII NOte.S Project No.: " Date: ' t' '� Report No.: Project Name: � � Project Location: ' �"� _ Client: Temp/Weather: Project Manager. Time Arrived: Departed: s Areas Observed: O Building Pad O House Pad O Roadway O Pkng/walks Q Footing O Proof Roll O Other(describe) Soil report available? � Yes ❑ No Report reviewed? C; Yes ❑ No Report prepared by: �eccoPy Benchmark: Benchmark elevation : Benchmark provided by: L Finish floor elevation : Bottom of footing elevation : Bottom of excavation elevation: Approved plans available? Specified compaction : Fill source: � Oversizing appears adequate? � NA ❑ Yes ❑ No Soils observed agree with Soils report? ❑ Yes � No Soils appear adequate for design loads? O Yes ❑ No Proposed project bearing capacity(psf): Contractor notified of results? D Yes ❑ No Name of person notified: Was a copy of this report left on site? O Yes O No If so,whom was it submitted to? � � � , • i [ � � y } � � i � � . • �_—_ --'_ _ � -- -- __ ___, , � � S -/�' C� � G. _ �" �`' � � �I i-._ ,,,,,, � �G �1 � � i C C __ ��; �� _ � �.` . r ( t /, C � i / � i � ],. /% � _ � � ` _ - �./�\' � � __ > L � _..._ � �__ _ I E— ..___t____...... __ � I � i °v s —__ _ .--}--,_' ' _ —a— _ €[ P � �d__��_._. / Notes/Comments: /�/- O ! ' � � _ , --- ` �--�� z--�— ----�— _ --�—�—_-� 1 � �� G w ,L. _� - � i i � � __. _____i� ,� �,,,,_ „..�, — � j 1�lrite bottom eleva#ions, clate sxcava?ed, oversizin� arrd type af boriom soils an skstch [ ` Performed By: 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. M M �i� � , � DATE TIME � CITY OF ORONO CALLED IN —' � INSPECTION TICE SCHEDULED __�� / � ' r PERMfr NO. �� PLETED _ ADDRESS OWNER � TE PHON NO. �-3�3-7,�� CONTRACTOR �� DESCRIPTION �y�FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL i O'WNERICONTRACTOR TO MEET Y�OU:_YES_NO y COMMENT'� e.L�s — v1a/ Su�✓e��r� 5�kas 4 �ar�.�, s.�� , � 1J0��/S crrs►nec� S re.06i'f ✓'�Gtc�� 1 ��lt '' - �r�+5 ` ,(�i � l�.� - G K ��r c.e�..re�i � 0 Q OK � �� z � r7-G� �'�,,�� rt.+cr��o irv ' �?/1 a_/G� �S � Q S'i�Go.� �- �'o� �t'sv��✓�i ,t�1�Uv�,daiJ d n'ks:�,�� 4oa� cp ` W� !�V�ORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE W yD CORRECT VMORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUWINCY 0 ❑OORRECT WORK,CALL FOR REINSPECTION TEMPOFiARY V BEFORECO�VERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WffHIN HOURS. O PHOTO TAKEN INSPECTOR WFLL RETIJRN ❑STOP ORDER POSTED.CALL INSPECTOR O GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRAN(3E ACCESS. Cefl iorthe next inspectfon 24 hours in advanoe. (952) 249-48�� OwneNContractor on site: Inspector: �� YVhite CopyAnspectw's Fils C�nary Cop�►fSit�NoNee �� 4� � p i�� TIME �� CITY OF ORONO cnILED IN S �� INSPECTION /'�/J �j SCMEDULEDy�Z� ��=�= PERM(T NO. �w �7� COMPLETED ADDRESS -��'_yv �--�� `� OWNER ` T PHONE O�� 3 73�5 CONTRACTO Z ��- `' DESCRIPTION /i�G'V�GC `��i�� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � � POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OMfNEA1COKTRACTOR TO MEET Y�OIl:_YES_NO � COMMENT'� �o v/^e d w r� I 1 ,��/ D_�w a�► l 4 L /.� � .� N. w. L..o�' N�,r^ O �V/�¢ �-�� t i�h f 17.,oL�t�o ti , � , � ��,-> >h: ►, �r w, L o 0 � Q /�d �v�.�,�� i ��D o/fj'i ah S��'_'�� 1 c�Y'� t S 2 t�'S�. /�S Ok�� ti.2 ¢,r DS,'o,, C al��-v'o I � ,' � iti pJsct W � 3 W ❑WOfiK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE W �CORRECT WOiiK a PROCEED ❑ISSUE CERTIFICIITE OF OCCUPANCY O ❑OORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINO pERMANENT ❑CORHECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O GTATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS. Call lor the next inspection 24 hours in sdvance. (952) 249-4600 OwnerrContractor on site: Inspector: �-� Whib CopYAnspector's Fib C�nary CopylBM�Notiic� �'1 / C � :�' v DATE T1ME CITY OF ORONO CALLED IN � � IM$PECTION TICE SCHEDULED PERMR NO. Q��/I coM� ED ADDRESS�'�yU �'1.,�► �L�f� � O�WNER �ELEPHONE NO.��-�"�� CONRiACTOR e- � , � 1 DESCRIP710N iT Wa�'� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAVKiRADING/FILLING �OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � � FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINBUCOKTRACTOR TO MEEf 1fClh._YE3_NO � COMMENT� W ��! _7�b/'� ��rrd/�?��c' T �K�fl�• 1f— 4 � /1/'4.r4 s�i��e 1.�� r'�.b..�. ^Qit. � � 0� � l7Gc�L?'c� W aC �y F� W W aC , �/J�J�fiK SATISFACTORY:PROCEED O PFiOJECT COMPLETE W V O OORRECT YMORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCIJRANCY OO ❑CORRECT YMORK,CALL FOR REINSPECTION TEMPOFtARY V BEFORECdVERINO PEHMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOUR3. ❑pHpTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER PO�TED.CALL INSPECTOR O CRATION ISSUED O INSPEC710N REOUIRED.C/1LL TO ARRAN(iE ACCESS. c.N ra u��u no��►�. (952) 249-4600 o�site: � �� YYhIM OoPyAnsp�Cla''ti� Gn�ry t�o�f811�Nolle� �� ME v � �� CITY OF ORONO CALLED IN � � INSPECTION� E SCHEDULED PERMIT NO. coM�r ADDRESB �`� r OMINER TELEPHONE . Gl�`7�1D'o�ooZ� CONfRAC'TiOR av ,� � DESCRIPTION � �y ❑ FOOTING ❑ DEMO-FINAL D SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAWCiRADIN(i/FIWNQ O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL 0 TAEE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI � SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE 0 COMPLAINT � 0 FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP i 0 AS BUILT-SURVEY D SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL � TO MEET�IY._YES_NO � COMMENTSc ��e�, � ��' 'J��/7 � o `r . — � �,� .�f — '' r.. r�G,c_. a� � � � /n� A�rs��o �'��.��,�_�s�!/ � �d/eC� r'��/s�,.�t,r `�2�S � Q � W � � I'�!�`G G�— o,C_c�--/��v" 0 3 W o woa�c s�nsw►croar:apoceen ❑a�a�cr cow�� W �4ie�ecr woac a�oc�n ❑issue c�nRcn�oFooaia►Ncr o� o oo�cTwo�ac.c�►u��Ns�cnoN re�voa►ar �� PERMANBVT O CORRECT UNSAFE OONWTION WITHIN HOUR3. ❑PHOTO TAKEN INSPEC7OR WILL RETURN O STOP ORDER PO�TED.CAIL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REOUIRED.C/1LL TO ARRAN(iE ACCE83. c��n��no��,��+os. (952) 249-4600 on si� �: �-��-- 1Nhlb CaVlIM��►"�� Gmry Ca�f81M NoNe� �/� p/�TE ME CI'TY OF ORONO cnLLED IN ' �N$PECTION �E �� SCHEDULED � PERMIT NO. E� . ADDRESS O�WNER TELEPHONE NO��--� l�"Oo � CONTRACTOR s � DESCRIPTION - � Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBIN(3 RI ❑ EXCAVKiRADINCi/FILL�N(i Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL �TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION i ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑WOOD BURNER/FIREPLACE ❑COMPLAINT r FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W 0 AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL � O�N6YCOK�RA�'TaR TO YEET VOU:_Y�_NO � CAMMENT� � ;`n S � 0 � � W � Q � W W �G j � SA7ISFACTOR1f:PROCEED ❑PROJECT COMPLETE � O��OORRECT WORK a PROCEED �ISSUE CER7IFlCATE OF OOCUPYINC� o O OOF�CT WORK,CALL FOR REINSPECTION T6iAPORAqY � �� PERMANB�IT ❑OORFIECT UNSAFE OONdT10N WITHIN HOUR3. ❑PHOTO TAKEN INSPECTOR 1MLL RETURN ❑STOP ORDER P08TED.CALL IN3PECTOR ❑CfTATION ISSUED ❑INSPECTION i�0U1RED.CALL TO ARRANOE ACCESB. caN toru�e u .d�rano.. (952) 249-4600 �nspector: pop�b�p�clo�y FIM C�n�ry Cop�181M Nolky � � � �� _ DAT TIME CITY OF ORONO c,�►LLED IN �-� INSPECTION N T C �� SCHEDULED – � PERMIT NO. OMPLETED � i ADDRESS OWNER T L PHONE O. - 97 '� CONTRACTOR `� � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ F AMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICONTIUCTOR TO MEET Y�U:_YES_NO �2 ��l��E� � COMMENTS: ��'�- � o� � �d✓�9'� GV roK� .l•�f �CbS1%S '� � — lv�e c.o scre.�•Qs .oi'o d«i��n ` o _ � �•c S7Lei��t� - Q� �O � Q �fC� �—C��it"►/ � � W � j � �YM�RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑OORRECT WORK�LL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR YVILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. ` �— YVhite Copyllnspector's File Canary CopyfSite Notice � � DATE TIME CITY OF ORONO cnLLED IN t` q INSPECTION OTICE SCHEDULED �--��F--`�` / • � PERMIT NO. " � COMPLETED ADDRESS � � � � OWNER T EPHO E NO. "7 b� �� CONTRACTOR " � � DESCRIPTION � � 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YCU:_YES_NO � COMMENTS:� /i .'h SOeC.�'e ►� ��v,�P�c�'C �n��i� � t ; u� r' �M e v�: � ol�t.�'�' o� a�l L•.�t S'��'v.� S�ok a•�d G . c�, a �� ¢ ° O�f` � i St�-�- C . D. W � Q � W W � � � W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT NfORK��R FiE1NSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WlLL RETURN ❑STOP OfiOER POSTED.CALL INSPECTOR ❑�TATION ISSUED ❑INSPECTION RE(]UIRED•CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advance. (952) 249-4600 OwnedCoMractor on site: Inspector: ��3 � r. Q White CuPYMspector's FIN Canary CoPYfSib Notiw . OLD CRYSTAL BAY CERTIFICA TE OF SURVEY FOR: EDGE OF—�i ROAD NORTH DA VID WEEKLEY HOMES BITUMINOUS � + 102�54 12800 Whitewater Drive N00°16'06"E 64.71 S,Ulte 20 �s �3ad � �s �3ad � �s �3ad � � � Minnetonka, MN 55343 �N � � � a 1026.0 M X I �� PT' � LEGAL DESCRIPTION NOTES: LEGEND: 0 5 LOT 12,BLOCK 1,ORONO PRESERVE,HENNEPIN � � �p 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,iNc. 9 34.0 EXISTING ELEVATION ri COUNTY,MINNESOTA. r) ■ GRADING PLAN DATED JULY 7,2016. o ■ 9 3 4.0 PROPOSED ELEVATION a �� ' 2. BEARINGS ARE ASSUMED PER PLAT ,. LOT AREA: � D/RECTION OF DRA/NAGE � `� �� 3. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE LOT AREA=9,639 SQ.Ff.OR 0221 ACRES FRAMING OF FIRST FLOOR PLAN.ALL DIMENSIONS AND CS CURB STOP � X� I IMPERVIOUS AREA=3,552 SQ.FT(36.8°,6) LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE � BUILDING FOOTPRINTAREA =2,711 SQ.FT. EOF EMERGENCYOVERFLOW `� � � DRIVEWAY =603 SQ.FT. ARCHITECTURAL PLANS. , 4�X4� PORCH =169SQ.FT. LFE LOWESTPOSS/BLEFLOOR _CONCRETE-- EGRESS SIDEWALK =53 SQ.FT. a PAD �BUILDIN�— �A/�NDOW#3 CONCRETE PAD = 16 SQ.FT. TC TOPOFCURB 1031.5 �SETBACK 1031.5 �-� X � � IRON MONUMENT FOUND EGRESS EGRESS � BENCHMARKS: � ELECTRICBOX � � WINDOW#I + yy�NDOW#2 ' � TNHLOCATEDALONGTHENORTHWESTLINE �–� 1032.0 i–� � OF LOT 8,BLOCK i,ORONO PRESERVE, � , U �� N ❑T TELEPHONE BOX > HAVING AN ELEVATION OF 1029.34 FEET NAVD LEGEND > a w �� ' o �� CABLE NBOX ? M Z ��2 3'8 P R 0 P 0 S E D a � P R O P O S E D E L E I�A T I O N S: EXISTING TREE/WOODLAND BOUNDARY O SET CAP IRON MONUMENT 18425 � ' � L FE H O U S E m � � _ TREE PROTECTION L!M/TS g WATER VALVE � ,� S cn Z FIRST FLOOR 1034.19 ZN m -9 FT. FULL BASEMENT— Z Q TOPOFFOUNDATION =1032.5 SIGNlF1CANTCONIFEROUSTREETOREMA/N � STORMMANHOLE , GARAGE FLOOR =1032.1 � ^ DARLTON � � BASEMENTFLOOR =1023.8 S/GN/FICANTDECIDUOUSTREETOREMA/N OO SANITARYMANHOLE ° E�EV. A °� LOWEST POSSIBLE FLOOR =1023.8 � ' 1023.8 � REAR =1032.0 SIGN/F/CANTCON/FEROUSTREETOBEREMOVED �P� PROPOSEDELEVATION a � � --------� B FE � DA VlD WEEKLEY HOMES PLAN.� SlGNIFICANT DECIDUOUS TREE TO BE REMOVED PROPOSED CONTOURS �i � o ^ GARAGE i ' •DARLTON° � , I -9 Ff.FULL BASEMENT- ADOlTIONAL S/GNIFICANT TREES-OFFS/TE � EXISTINCa TREE o (3 STALL) � 1032.I 1032.S � (ELEV.A) WETLAND MONUMENT � 0 � ' PLAN#7814-A � //� PLAN DATE:REV.06/02/17 BUILD/NG PAD Q ' 1032.5 � �� v J ADDRESS: � SF�� PRE� �� PRE SILT FENCE 3 � � v � _ P0� __ I � 540 SANDHILL DRIVE � SF�Ps.� s�� POST SILT FENCE � , �� ORONO,MINNESOTA � �� 4�V t` x r � �� Q D � � � � � B/O LOG o � � O � ' � a <-o ,, � cs= _ � � �o � � � � N 10 o '` �j D o O SAN. INV= � X / � DETAIL � `� � � 1030.7 9210&P� o o � \ RevisionNote08/09/77:Updatedpropasedelevations. T _ — � — / David Weekley Job#: Dete Staked: �ry��py��,ry�t Mis plan,speciflcetion w repat wes prapered by � me or under my direct supervision errd that I am e duy Licensed y 2 •O 1 1) � \ 01201 ��n7 Pro�essiortel Lend Sune}ror under Mirtnesote sfefufes 326.02 b 328.18. � N 0 4° 5 I 5 E 5 4.43 I o ��ab� Checked By: pENNIS B.OLMSTEAD � �=I ,� I --�-z �—L�9'44�� I NO° 16'27"E M � 214-0157-01201 oeo r�;,�rr�,,,a�� % — � � o � F'reld Crew: Drdwn By: Sgnamre a \ 2•79 � � P�F AUGUST09,2077 18425 a z / 0 io 2D 40 Dete LicertaeNumCer / \ X SA N D H I L L D R I V E / Alliant Engineering, Inc. � ORONO PRESERVE 233 Park Ave s, Ste 300 � � EROSION&SEDIMENT CONTROL Minneapolis, MN 55415 � � / S C A L E l N F E E T � s,z.�ss.3oso MA�N �, � � ORONO, MINNESOTA 612.758.3099 FaX E LOT 12, BLOCK 1 www.alliant—inacom o � � � 0 � o W��•� s = mp N Tqn� a g�o�g J ai,� e � `� �g ��=E� ADVANCED WALL USED HOME € �` �`� INSULATION SYSTEM = E o�o o; CONSTRUCTION T ��_W;�� to�x�� WINDSTORM TIEDOWN N 3 p"_,.��:' N O ��'aP 2X8 CLG JOISTS �_--"m' �$�r�$ ADVANCE FRAMING. � ��owE°mw STUDS,CEILING JOISTS& RAFTER LINE UP y 2X6 SINGLE TOP PLATE � SPRAY FOAM AGAINST � 2X6 CLG JOISTS O TOP PLATE � ELECTRICAL LINE RUNS n . A FRAMING: , FROM BOX TO PLATE. v o �`1 STUDS,CEILING JOISTS& � HOLE IS FOAMED °' RAFTER DON'T LINE UP CEMENT BOARD SIDING _ 2X4 DBL TOP PLATE � � � FOAMINSULATED � � � � ;� tO COMPRESSED PAPER SIDING G,� SHEATHING � D � � INSULATION FELT PAPER SHEATHING (NO GAPS&NO (SHOW TORN PAPER 8 � T COMPRESSED AREAS) ' E WATER STAIN IN SOME AREAS) '� N ADVANCED PLASTIC INSULATION � � (CPVC)PLUMBING YZ INSULATED LOW'R'VALUE(WITH GAPS&CAMPRESSED AREAS) A � a a TERMITE PRE-TREATMENT � a GALVANIZED PIPE LINE N � � INSULATION GAP � � � ' 2X6 BASE PLATE COMPRESSED SPRAY FOAM AGAINST INSULATION AREA BOTTOM PLATE EIECTRICAI OUTLET. NO TERMITE � � �� NO INSUlATION GAP W/ PRE-TREATMENT LINE �� pO SPRAY FOAM BEHIN� EXTEND SILL SEAL 1 1l2" 2�'0" 2'-0" 1'-4" 1'-4" 1'-4" 2X4 BASE PLATE BEYOND BASE PIATE FOR 4'-0" 8" 4'-0" ELECTRICAL OUTLET. BETTER VISUAL. (VARIES) (VARIES) WITH INSULATION GAP NO SILL SEAL � ; AT BASE PLATE W � � Q Z W J � PLEXIGLASS SIGNS FOR" USED HOME CONSTRUCTION WALL ": PLEXIGLASS SIGNS FOR" ADVANCED WALL SYSTEM "• uN,� = O A. Compressed Paper Siding. A. Cement Board Sitling. a � O B. 2X4 Standard Framin g. U S E D H O M E C O N S T R U C T I O N D E T A I L A D V A N C E D W A L L S Y S T E M D E T A I L B. 2 X 6 A d v a n c e d F r a m i n g. Z N � C. Felt Pa per Sheathin g Wall Protection. S��E:,�.-,�-0. 5��:,,�-,�-0. C. Foam-insulated Sheathin g Wall Protection. O o D. Building Code Minimum Insulation. D. High Performance Insulation. oC � E. Galvanized Plumbing. E. Plastic CPVC Plumbing. � F. Poor or No Air Sealing. F. Foam Air Sealing. NOTE: • DISPLAY WALL WILL BE COVERED COMPLETELY WITH PLEXIGLAS. NORn� 7814-A . INT-5 DARLTON � MINNEAPOLIS � E � e° „ � �: o �"�� N g`�ra8n d A�o� � y� � p �W�=05 � 10£�3FEa � yL �� = EoLo�3 v c� �`o T �aA � � b O C O O O � �~�u9'3_ ADVANCED WALL USED HOME DAVID WEEKLEY HOMES � 3 0 0�y��; N SVSTEM CONSTRUCTION � ENERGV SAVER co OO w�u g g±a= . � �P N E=y— >oo N N �3�3aa� H w a a E a a 2 .. .............. �• OPEN TO •� � A �' i '�•GAMEROOM •� HERS USAGE AND � G, 0 � , Q COMFORT � O) p � .� �, � O � � ` � � � . O OO � r� � . '�1 e o � � � � .......... N � � � ...... .:. ................. � 6"TONGUE 8 � �� 4�_2" �,E°� 4�-2° 2�-S�� GROOVE(TYP.) DETAILS 1 &2 � DETAILS 3 &4 � - ,� 1� .� � � � � � a A � T NEW VS.USED a B�wW O N � N MECH N N ^ T WARRANTY � � ��•OPEN.TO•�� yi( � � REPLACE- O CHECK IT �•QUALITY•�� o MENT NEW HOME 7 �• HOOM �� ` COSTS et OUT _ O � � 36"X48" � � � � �❑ ❑ � � � �� O O � � 0 � �� O o � a N N ' N 2'-5" 4'-5" 18" 3'-0" 3'-0" 1 X4 TRIM(TYP.) (�p ; DETAILS 5, 6, 7&8 � DETAILS 9 & 10 � BTWW SIGN � p Z W _J � � = Z aZ0 QUALITY ROOM � a 0 00 O `� " NORr� 7814-A I NT-4 DARLTON � MINNEAPOLIS � C � 0 0 ID L q p�'Q � NO CASE/SHOE DAVID WEEKLEY HOMES START TEXT N ��8$ HEIGHT @ 7'-10" J m�€�'gg AROUND GLASS 4'-4° � s �•�=W� 1 1/2" 4'-1" 1 1/2" W4842 W4842 0 �_��E` x eo'L;�3 Buibi �reams.Enhanclg lrves Y 01 o e o$o� CLEAR b �r� CLEAR �~°"9 r �a.�»�� a,,,c,�,� BLACK GLASS 3 e;w=_€0 3 FIXED tv o�„c«��,rer FIXED p �;, � GLASS � GLASS BACKPACK RACK 1X2 SU P P OR T E�g�;m= ��r4� � 3-0 8-0 CONDUIT IN 3-0 8-0 A T T A C H E D �8 a:E w: - � GLASS DR WALL FOR FLAT SHEETROC GLASS DR ° ' ' ' ' ' ' TO THE WALL � ELECTRICA SCREEN INSERT 6„ � - /� /� // /i / /� /� /i // � o 00 00 0 _� _F.F.OF HOME____ CAT5 � ; u OPEN KAISPECS , OPEN ' �y � IN CAB M �� j FOR FILE i i FOR FILE � w � ; CABINET ' ' CABINET � � r., g2� 621 B2� B2� B21 B21 16"PRIVACY CURTAIN 4"SQUARE WOOD COLUMN SALES OFFICE INTERIOR s�SQUARE COLUMN SALES OFFICE INTERIOR � � � � , � � � � � ti � .� J N � a � nNc�o OPEN TO W2442 2442 ^ Z � wA« ENTRY �� V , � WIRE FOR WIRE FOR Z' (2)OUTLETS PRINTER PRINTER 4"WIDE � N � SCREEN � LOCATION LOCATION 3-0 8-0 3-0 8-0 r � PEOPLE � SUPPORTLEG 36"X 60" � 4"WIDE ABOVE ABOVE � FR DR FR DR � � � SUPPORT LEG DESK DESK 2"X16"SHEET � � � � w (2)OUTLETS ROCK PRIVACY w � � 2"X16" � 1X2 SUPPORT � CURTAIN � � > SHEET ROCK ATTACHED TO (PAINTED) > F.F.OF HOME M PRIVACY THE WALL � p �� - OF HOME cn CURTAIN � CAT 5 0 1 X2 SUPPORT 0 CAT 5 � SCREEN � �O �O w PAINTED) �UNDER �� 0 ATTACHED TO 0 ��UNDER� �'' � O o d.r� P E R G R A D E ( DESK � THE WALL 0 DESK � 4"SQUARE COLUMN 27" 27"DRAWERS 4" SQUARE COLUMN 6"SQUARE COLUMN SALES OFFICE INTERIOR DRAWERS SALES OFFICE INTERIOR � � W � 50 � � Z � W,A � � AN� V, JT WALL � i Z 00 az0 CLOSET � b OoO ENERGY PEOPLE 3 POINT/ COMMUNITY a' � � SAVER 36"X 60" BRAND 36"X 60" O � 36"X 60" 36"X 60" 'v � NORTH 1x4"TRIM _F.F.QF_H91v_I�_ �Q� A'A T PS VARY _ � 0 `t � � PER GRADE � �c� I NT�3 >� DARLTON � SALES OFFICE INTERIOR 6"TONGUE&GROOVE NINNEAPOLIS � , � e� � m W�� t o s��==m N c EL`�B E a +�o�go qu m 3a�=m5 E e� E.. m = E o u g�� , e c:a�`o� m «o�oxo= � CZO-9:.0 3 �c`o��e o O �uc�a$� E—�W a ¢�yy� ��a� F a a m E a w � � FIREPLACE MANTLE& � FIREPLACE MANTLE& � O SURROUND PER W SURROUND PER � -' COMMUNITY � COMMUNITY M �j 4'-71/4" - I�I � � � � b � � � � � � � � CORNER FIREPLACE AT FAMILY FIREPLACE AT FINISHED BASEMENT � TOP VIEW Z� � � � J N � � ��„ � 1 1�.,N ^ ' cR NOTE: �'� cZi � � � ADD 1/4" SCRIBE TO co N � EACH SIDE STILE HARDBRDH R M W/CASING r T FLUSH � (NOT INCLUDED IN __________ ;;�_____---- � � � � r WIDTH DIMENSIONS a2"HIGH WALL CAP -: �'� SHOWN � Lv `�' � W/HARDBRD. �� TRIM W/CASING �� s'�' � �� FLUSH HOOK STRIP: b � b ;;' o r �'� �c�o �o � 11-1/4"TALL ��`-- __--_ 36"HIGH � o 0 0 0 � X 3/4"THICK HANDRAIL �� T , o PLANT � W : �' 1/4" BEADBOARD LEDGE ❑ W � � � � � � N BACK& SIDES AT 15 � G z M � � � 13 r FLOOR SYSTEM � N J � r ALL 3 SECTIONS b0 FLOOR SYSTEM � W J � `r' ; � = Z 1'-71/2" ' � � � 36"HIGH a Z � 1 - 1/2��THICK HANDRAIL�� Z N � WOOD TOP 36"HIGH O O HANDRAIL PER � � � � �" � ; COMM. . O � - T �� BASE- b PER b ) - �" A COMM.(TYP. �' �` � MATERIALS � —'�� SUPPLIED BY NORTH EQ. EQ. EQ. OTHERS 7814-A 1'-6" 4'-71/4" SIDE EVELVATION FRONT EVELVATION INT-Z DARLTON � BACKPACK RACK DETAIL STAIR SECTION RAILING MINNEAPOLIS , � � ms � 0 0��$� PEN ABOVE CABINET OPEN ABOVE N g E r&8� CABINET MOULD MOULD OPEN ABOVE CABINET MOULD � J ��g�g� (TYP.) a o W�F T� (nP.)W3042 W2742 ��'P.) W2742 FILL - E �$;g�� .�.�.�.� - � - � = E`o�o€3 O ❑❑ . . . . . . _ . 9, L C.q y��Jt � .�.0 C 000 PANTRY Y �r o=�� m.��== 3 P`-_`�_ MICRO �----��----- � OPENTO � �3��:ae DESIGNER z' HALLWAY E�a 3 a:� ' b ��m X E e i DBL OVEN � H�� BACKSPLASH BACKSPLASH PERj � OPEN TO FAMILY r b F I L L FILL�, 3 6� PER COMM. COMM. � � OVFR3696 COOKTOP ; zD 35"HIGH WALL b 35"HIGH WALL � 0 �0 0 �0 � REFG. o° � �0 0 ZO u� � O ❑ py� ANGLED � h0 � �� ❑❑ WALL o � II ❑ ❑❑ hy ❑ ' ❑ ❑ � � T 624 624 636 624 FILL 636 S636 B24 � CUSTOM KITCHEN FILL ISLAND TYP.ARCH AT 10-0 CLG � � G� ao � � 42"HIGH WALL CAP W/ .� J N HARDBRD.TRIM W/CASING � a � A ' � IGH IGH IGH Z LIGH IGH LIGH V � 54"x 42" 36"x42" 36"x42" b 24"x42" MIRROR 25X32 MIRROR MIRROR b � SHOWER GLASS MIRROR OVAL � r 4"SPLASH MIRROR � � � 4"SPLASH � � � b 4" � SPLA H 0� 0 0� � 0� �0 00 00 �O � o �co ❑❑ ❑ ❑ � ❑❑ �� o ❑ ❑❑ ❑❑ ❑❑ ❑❑ FILL VS42 V624 VS42 FIIL FILL� 33 VS30 VS30 B36 B36 FILL CABS W/OPEN STAIR TO OWNER'S BATH SUPER SHOWER AT OWNER'S BATH BATH 2 BATH 3 POWDER BASEMENT AT FAMILY FOYER � � W � OPEN ABOVE W � � CABINET MOULD N J (z)w 2aso n'P. � = Z � 4'-0" � � aZ0 2�-o° o p Q � r � Z N O LAMINATE � OPEN TO GAMERM OPEN TO 12" SHELF 12" SHELF GAMERM COUNTERTOP � � SEE COUNTERTOP DTL. � � 35"HIGH WALL O r � r i i � � � �-- ----- 2x4 BRACING � � _____ , , 35"HIGH WALL I j- � � REFG. � b WASHER --, i i �----- � 2x4 CLEAT b i i �� O� O � � �� END � � DRYER SINK ANCHORED OR "' PANEL NORTH � i FASTENED TO �, �� B27 - � � ❑ STUDS ❑ ❑ 7814 A ❑ ❑ � � � � ❑ � 630 DW S624 33 B39 833 INT� 1 UTILITY SINK AT UTILITY COUNTERTOP DETAIL EXTENDED WET BAR @ BASEMENT DARITON � MINNEAPOLIS � � T � N � p. r��7t^ T � /� � r I � I O � I / 1 O � I I I � ¢ I I i / i I I'�/ / I '•. ` . , ._, I �� I 3 I DIC —� � �' � m � r; � II L��------------J i � �--� � \� � . � / . . . 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I \{y � m CLG FAN �� I LG �%., I \ I 1 ; �\ /LciT � \ I I � �� —�-- —�-- i F 1 I I —�—� v I � � --� // T I I � �.._ ti� r- -Y'-� I/ �] � � ----�-�-- f � / � [Y \__/ I I � , , Ha.E aEcrnnc�/ � I I ' --- -- ------------- \ . / � ------ ------------- cora,n. `� '--------� � �. _ . _.�� —+Q1 �n�m —ao�a �$ O 10 ¢ � �� t � �'a �' � C �F y � c�v � � � �g � � ao m� � � a� � � �� aN� r � � m wS �' � g'" � '�' � o '� � '�" T� g 9�� n � � i9"o� o o� �npz � ; N � � �� N �o �� $ g� 0 1"' � �D � � � �� ~ �� a � � �D m � �p z � v Z o m y ORONO PRESERVE 65' �� 12 • �C WeekleyHomesL.P. 2016 m � r —�0 540 SANDHILL DRIVE 6007 David Weekley Homes apeclflcatlonsshownonthlsdocumeMare Z a Z � The m�surementa,dimenslona,and other y � m �� 1 guldellnes for construMlon uae only.The y Z 1 �� ORONO, MN ,�obnio.: � CN/JP/LU �� 8��e�,��f��e��o�.o„�n��.�.�,��re 00�� •1�� 1 �� may vary. Thla dceument may iwt be relled on � n,r,. f� as a representatlon of what the completed axnG��L�1 7 �1/; svucture w111 look Ilke. rn � C � O 0 � y 0 O W��il ag�i.'"�n UTILITY LEGEND „ ;��g� � ��E_ � „ov ouner o o� c 12'0.F.F.(U.N.0.) S E o `o 0 GFI GROUNO FAULT WTEMUPTOR �` 9 c��E`o'� m •o c o�o- � (WEATHEH PROOF 0.S NOTED) �e c t o-v-'� � m o u�w^o r"""_'_""'_'_'_'_'_'_'_'_""'_'_"'__________"'_'___'_'_'_'_________ � HALFHOTOUREf 3 ��$_g€05 _____'_"""'_'_'_'________________ _"_'_'__""_"'____ � 0 •m 3 'm; � � 220V OURET �u�q q`�n� � ., .. , ...,. ... . � . (35 AF.F.@ UTILRV) E b�+ >..�- �3��ma`� i --� WH i ♦ PHONE LNE H a W a E m a i I � i i I 4 �� i N� CABLE iELEVISION I �� > � � srarioaRo swrrcH � � � �� i (30ftOWAVASNOTED) � O � � o � i I � � I � � ¢ SURFACEMOUNfE�LIGFR � �� —�� --1 " � a �—� ' Q r ` � I I � i 4 WALL MOUNTED LIGHT � �� \ � � - I I / GFl � . 0 RECESS CPN LIGHT � i I � I I � � IEVEBALL AS NOTED) � \ vr r i I L-J / i Q EXHAUST VFM � _ , � � ; ——� � � ; so sMa<e o�croR � � o soico � , �caaeor+�.rorioxioeasrio�o �.� � � � i y� __ � 1 i 4 , --- 4 r-----------------' qD WORBELL /�� L_"_'_'_____'_"'�'__"_'I.. �- `- i V/ � HIMES � i i � OOORBELLCMMES I / i E�PPNELBQ�1R�WI /��--�� CIRCUITSREAI(ERS �1 � � �� HB � i t HOSE&B � J N _____'______"J � 3 r--� i- GeS a � I I � Gns Tnr .� � I 1 I � I i CW HW A Z i � LL I 8'-6 I � tt CAL�IHOTWATERSUPPLY � j I I � � i i \ � � i i GFI i i � i � � i� ( --- � i o i � GFI � T T i i ~ wm t? ;j� --' i � � � I V� a 1�� I I W W 1� I I Q � � 1�� I I ��- __� i - 7-0' � � ? � 1 � i I I i' �{ �__ � � Y� i / 1� LL m i''' Q � T i (7 i �� i � i -� i i � i i i � i � �// \ i i 1 � ��` i i � i � \� i i i 1 \ 1 � � \ / \ i � W � � �/ y GFI i ! ------ � � � ZC I�:..I....I.�...I..I. I L , , , , , � W J � � � � � � oiH � N J ' ' W - O , � � � � � � n v , _ , , � � � � � , � Z , _. _ , aZ0 , � � �------------------------------------------------------------------ � ZNO Oo BASEMENT W/GAMEROOM, BEDRM 3,BEDRM 4,&BATH 3 9'(F9GB363) O � NORTH 7814-A ELE-2 DARLTON � MINNEAPOLIS � � �o o - � -----,—ooRT.v�sr� ------- �'1 � I r �Z�I I Z I % � � � q I I � �� I � � � I I � � r I I � --------------------------------- m I iooRr.�wsr� --------- �aizlauss ' I � , i F I I � I � � I I � I � I � I � I � I � I � I � I � P I I �� I � � I � I � I I � � I I � I � j � � � � � � � I I � i � � � � � I 1 " I � Ig �I� �� I I� � �m io:izmuss �aiz�uss � �� F -� � � I � I � I � I I � I � I � � I I � � I I � iz� I I I I �� i------ ' I I � � I I � � I I I I � � � I � � � I I I I � I I � I � � � I � � � � � L---- ----�uJ � a ———————— m I % "' �� iai� f � io:izntuss �� I � � F � �� I � � 'ii � "' 98 RT.H!. 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RECEIVEG AUG 1 6Zu�1 �� 0!� �F-� � ROAD N O RTH � DA VlD WEEKLEY H4MES CITY OF ORONO NO � BITUMINOUS � � `� OR� � � � T� � 0 0 1028.54 io2a.so� 1028.99 o pjt�4�y�o9 Oron g Plan Review � �026.3� Noo�1s,os„E s�.� � T� --��- 12800 Whitewater Drive ,� N ', �ip2g.�i C+u/,Fe �D Site Plan Review Date: o � � �7 [ x I DETAIL ; o 1026 �� 025.94JX o �°28.54 Minnetonka, MN 55343 �PROVED �p��o ❑APPROVED WiTH REVISIONS(See n4te8) � � DRAINAGE & UTILITY EASEMENT `" � ❑ DENIED � � 1025.95� allo 1028.38 1027.18 -� -�' i2" FES � � / Sta�: 1026.0 -iozs.as ,� � � L. PT. a N �0��.8� LEGAL DESCRIPTION NOTES.• LEGEND.• 00 � RIM � 0 5 J� � � LOT 12,BLOCK 1,ORONO PRESERVE,HENNEPIN 934.0 EXlSTING ELEVATION x � / � X 10 �1028.34 � COUNTY,MINNESOTA. 1• SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. � X M GRADING PLAN DATED JULY 7,2ois. 934.0 PROPOSED ELEVATION p N o � � � X LOT AREA: 2• BEARINGS ARE ASSUMED PER PLAT ��.. DIRECTION OF DRAINAGE rn °� "' 1029.78 3. BUILDING DIMENSIONS SHOWN ARE TO OUTSIDE oi � I� LOT AREA=9,639 SQ.FT.OR 0221 ACRES FRAMING OF FIRST FLOOR PLAN.ALL DIMENSIONS AND CS CURB STOP N X-I030.31 -�► � ap IMPERVIOUS AREA=3,542 SQ.Ff(36.7%) � 12 x N LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH TNE - BUILDING FOOTPRINT AREA =2,711 SQ.Ff. EOF EMERGENCV OVERFLOW o ARCHITECTURAL PLANS. 4�X4' DRIVEWAY =593 SQ.FT. �, PORCH �169 SQ.FT. LFE LOWEST POSSlBLE FLOOR I031.89 CONCRETE-- EGRESS � �`� I031.36WINDOW#3 o i�;RON � � CONCR EPAD =6SQ.Ff. TC TOPOFCURB r/iRov PAD BUILDING � �C iosi.ai 1032.5 ISETBA�( - x 10.00 1030.00 t l�v ai.so 1032.5 � � -�------ �"--7C-------'- 'l/' IRON MONUMENT FOUND � EGRESS io2s.i5 �029.2o is.flo � � � io3o.Go �? �' BENCHMARKS: ,X-,� � Z WINDOW�I W ENDOW#2 � �030.75 x � � �E ELECTRICBOX o � �� TNH LOCATED ALONG THE NORTHWEST LINE ❑ TELEPHONE BOX °' �rj w i-� 1 0 3 3.0 i-� - � i �, OF LOT 8,BLOCK 1,ORONO PRESERVE, T � � N Q 1028.90 34.00 1029.04-� o Z ' � rc � HAVING AN ELEVATION OF 1029.34 FEET NAVD L E G E N D � W m � , O ��28.�6 0 29• � CABLE NBOX �6 � w w O � x � CM r�- c� I O 2 3.8 P R 0 P 0 S E D � a ' � EX/STING TREF✓WOODLAND BDUNDARY O SE7 CAP IRON MONUMENT 18425 X � J Z o m w ; o, }, PROPOSED ELEVATIONS: o � o L FE H O U S E � w } ' � TREE PROTECTION L1MlTS �j WATER VALVE p� > > N i-- ; Z FIRST FLOOR =10.35J9 Z '°3 � -9 F T. F U L L B A S E M E N T- Z � ! � TOP OF FOUNDATiON =1033.5 SlGNIFICANT CON/FEROUS TREE TD REMA/N OO STORM MANHOLE S � ' GARAGE FLOOR =1033.1 an � DARLTON � � g BASEMENTFLOOR =1024.8 S/GNlF/CANTDECIDUOUSTREETOREMAIN OO SANITARYMANHOLE N � z � ELEV. A �' �' LOWEST POSSIBLE FLOOFi =1023.8 "' o w ' REAR =1033.0 (P) PROPOSED ELEVATION N � � I 02 4.8 Q i SIGN/F/CANT CON/FEROUS TREE TO BE REMOVED i `vs.._" � � --------� ____ E3 F E Z ' S DA VlD WEEKLEY HOMES PLAN.' SIGNlFICANT DEC/DUOUS TREE TO BE REMOVED PROPOSED CONTOURS o � _ 1 �_ a "' ` GARAGE i 1028 8% o T� G 'DARLTON' z o o � � r � 1029.20 W ADD/TlONAL S/GN/F/CANT TREES-OFFS/TE � EXISTING TREE � � (3 STALL) 5.50� i x� -9�•FULL BASEMENT- WETLAND MOIJUMENT � � ( ) � � ELEV.A 1033.1 1028.87 o IG33.5 io29.26 PLAN#7814-A a � � CITY 0� ORONO � Q; � o� /n PLAN DATE:REV.O6/02/17 0, c� c1Op `° I5.00 T� �,/� X r��RON � 1033.5 M N N �io2a.o2 1029.44 � 3 io3i.ss ' �^ (= �'_ � ADDRESS: SITE PLAN ��RADIN� r AN �O a io3o.�0 � n.00 i � r �Ror, -� / 18.50 � 1029.45 PORCH I � 1030.66 � X � 7.50 1030.i2 Li030.20 a1.50 -� 540 SANDHILL DRNE ❑ APPROVED �f �on1 o � I03i.34J �XLIO 1.41 °'I � � o� 4' x`-�031.69 � � ORONO,MINNESOTA ROVED WITH REVISIONS �� ) '"• ��•' "'' • � � � :: � I �� -- 1•• - �V« 1/�/� � .�- `�W� �Ky _ o �; ,�5 �� i� �o � �� _� iozs.�iy ' ❑ DISAPPROV� � o N �� D� Q 1030.98 t0 � a�o TC �� BY Q' (� � N �030.80 o N� � � �o S�. �N�= N �; ��030.�2 / DETA/L RevisbnNote08/09/17:llpdetedproposedelevetiorts. o � - ..�j p o 921.08(P) o N � Revision Note OB/11/77:Updatetl drivewey width at property line to 20'. � 0 0 �"'-f---�� D R A I N A�E &- o D AT E Navision Note 08/16/7 7:Updated proposed elevetlons. � 1030.7 / UTILITY EASEMENT � / " ��W�k�Y�+F ��k�� IhereDycertr7ytlietthispFen,specificationarepatwsspraperadby ' 32 Q I � 1030.75 � � \ � 01201 pg/pg/17 �e a under my direct supervislm and that I em a duy Lacensed r�n 103C.83 i _ _ .._�._- - - _--' S��5"E 5 4.43 I o ANiant Job M Checked By: P�oiessio�rel Land SurveNX urrUar Minnesote stahAes 328.02 to 328.iB. � `-! �21 � � � I ��i DENNIS B.OCMSTEAD '�j �=,7'19'44�� x x "�T� � � NO° 16'27"E �"� � F~ 21 4-07 57-01 201 oeo PrintNema��^� a �-1030.52 , X 1030.65 � -'� (�' o ' FieldGew: OrawnBy: Signerure v TC �030.6 1030J1 p 2.7.� � AUGUST 09,2017 18425 a i0 20 40 � P`� % N rc Tc 1030.95 x Z / Q �e Lioer�se�lum0er x o SA D H I L L D R I V E \ / ORONO PRESERVE Aliant Engineering,Inc � 233 Park Ave S,S[e 300 °' X co \ � Minneapolis,MN 55415 ° X �o � ORONO, M/NNESOTA = o / SCALE /N FEET � 6'2J58.3080 MAIN �, � o � _ � LOT 12, BLOCK 1 6'2J58.3099 FAX � " www.alllant-inccom o l�(� C�1r1,Sfi�r-I-��m �.�iC� �� and�`�l �.. ��?� °�t�, � �