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Home My WebLink About2017-00563 - new house ' ' CITY OF ORONO * Z 0 1 7 - 0 0 5 6 3 * 2750 KELLEY PARKWAY DATE ISSUED: 09/25/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 600 PINEHURST CT PIN : 06-117-23-34-0007 LEGAL DESC : LAKEVIEW OF ORONO : LOT 19 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 698,608.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,674.67 PLAN REVIEW 1,088.95 GONYEA HOMES STATE SURCHARGE(VALUATION) 34930 1000 BOONE AVE N#400 GOLDEN VALLEY,MN 55427- TOTAL 6,11292 (612)741-9069 Payment(s) Minnesota State License#: BUIL-2459 CHECK 15525 6,112.92 OWNER Gonyea Homes 1000 BOONE AVE N #400 GOLDEN VALLEY,MN 55427- 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 ist sponsible for assuring all required inspections are requested in cont�ance with the State Building Code.This permit may be revoked at a�y time for,due cause. ` �; �� 1 - S` �I 7 /�� GU l 5j �� Applicant Permi ee Signature Date Issued By ature Date � � � City of Orono . � ��a � qaJ Building Permit Application �� for New Structures or Additions Mailing Address: Permit number: p� �/7 Q�� QA,. PO Box 66 � �VQ Crystal Bay, MN 55323-Oo�ECEIVE Date received: J'r'�.S/� 1� StreetAddress:' �QY Z 5 Z01� Received by: (�� °� ,� 2750 Kelley Parkway � '�' Plan review fee: / g 9 �'1S F �` � � Orono, M N 55 356 �'�k�'sHo�`�` Main: 952-249-4600 c�'�y 0�ORON Total Fee: �� S�' Fax: 952-249-4616 wwv��.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: , Job Site Address: �d O �� ..� ��,,- s t C�-�-, Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes [��o 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 availab/e. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: � r ��_ �� _ (� Name: c�v� ec� or,�-,� V�Y State License# a � Expiration Date: Phone: cell �'� -� � -9c� office � • 60 Mailing Address: Cit : ZIP: Contact Person: Applicant is: n c / Homeowner (Circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: �ru v�Y-e� Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: Citv: ZIP: Email and/or Fax: ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal& Water Supply ew Construction ingle Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence eptic ❑ Other: (specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) (Compliance certificate ❑ Public 4-feet or greater may be required) `*Any earth movement may require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Public Water Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) ❑ Other(speCify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 rivate Well Phone: 952-471-0590 / Fax: 952-471-0682 www.m innehahacreek.orq Estimated Construction Valuation (excluding land) $ Packet Last Updated: January 2016 Page 21 STRUCTURE INFORMATION: , 1. Structure Dimensions 1. Structure Dimensions(continued) � �/ /' a. Length (ft.)= Number of bedrooms= � 2. Occupancy: �i �/`'f b.Width(ft.)= Number of garage stalis: � 3. Occupant Load: Areas in sauare feet Attached= � c. Basement= �� Detached = 4. Type of Construcion: �`�� d. 1 S'Story = ��{ ��J /-/ �V e. 2^d Story= �S�t3 5. Code Edition: , f. '/2 Story = � �y sg�o r� C�ur 1' g.Total Area= �(�,� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclos A licable ❑ Buildin Permit Escrow A reement and Fees �� ❑ Plan Review Fee � Com leted A lication Form C� ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements C�' ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑, ❑ Hardcover Calculations C�' ❑ Se tic S stem Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired - ❑ Landsca e Walls and/or Retainin Wall Plans C�' ❑ Landsca e Plan ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit - ❑ Data Privac Adviso 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. ApplicanYs Signature: Date: -' /��// � Owner's Signature: Date: Packet Last Updated: January 2016 Page 22 Permit Application: Self-Checklist for Completeness ase note, the applicant must initial in the boxes below to acknowledge the minimum �equired information is included with the submittal. If not, the apqlication will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application �� Plan Review Fee Paid .. � Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 �f j Certificate of Survey (to scale) showing the proposed project & �'�- meeting all requirements x2 �� Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a � copy of MCWD permits (or documentation from the MCWD stating � the proposed project does not trigger their permittin� requirements). I will contact the MCWD at 952-471-0590 rega ding this project. Signed by: Address: �� P; ,��k��.� , Permit #: ap��- �UU 5�3 Packet Last Updated.• January 2015 Page 2 I Builder Acknowledgement Form Permit #2017-00563 / 600 Pinehurst Court Builder Representative Name: ir�� '�l�C' I;� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order �-� � will be issued. � Schedule a minimum of one hour for the framing inspection. ,�"�. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to —� inspection. `} �- Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. `��— A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning ,��'. and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. J�- Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. `J= 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 ...1�.. Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a '�_ separate Zoning Permit application to be submitted and approved prior to the work �" commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and �,� approved prior to construction. � w:\street files\pinehurst court\600\builder acknowledgement form 2017-00563.docx ' � PLi�N REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: t ob0 �Pt r�h�tr�(�� Permit No.: 2��7 '��,'rj�� Description of work: Iv �-�i ml� Date Rec'd: ;�7 •�'�� Septic review by: Date Approved: �l Zoning review by: Date Approved: Q ' l ' � / Building review by: `' Date Approved: Grading review by: y-��. GU�u1�15� Date Approved: �'Z'� / �-'�i3�' Zoning District: '� 1' uA Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes '� o Resolution/NA Zoning: Lot Area: �S � S /AC Width: Structural Coverage: SF % Survey Submitted: �es � No Date of Survey: � • ZZ'� 1 Revised date(?): �'��, Landscape plan submitted? � Yes Landscaper: (��No/None propos �`�,..�...____�..� __ Pro osed Setbacks: /1J J� `+��`� ��"��`'' Front(L e) Rear(Str � ( N S E W ) ( N S E W � Other Buildings Wetland '�`rlt, ide Sid r �2 t �7 Buildinq Heiqht Analysis: ,J - Distance Between First Floor and defined Top of �a� �� Roof See "buildin hei ht" definition : �Q ' � First Floor Elevation from buildin lans : (b)_ q�. ��i, ,�' Highest Existing ground level (per survey) or 10' �� Q''� � above lowest round level, whichever is lower: �"" Difference between b and c : (d) 2,2� DEFINED HEIGHT If highest existing grade is: (e� �( � '` ; --�-at�vQ FFE-Height is(a)-(d) ��`jt`�-�� below FFE-Height is(a)+(d) Average Lakeshore Setback g�uff Shoreland District MCWD Permit Met? Permit Number: (�� 3 0 Yes � No N/A � Yes es � No � No � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s �.1�(� � Yes o � Yes No 1 2 � 4 5 � �,�Ro S f. Type(s): Type(s): Updated: October 2016 v:\forms�plan review checklist 10-2016.docx . Fees to be Char ed YES NO Permit V' Plan Review V State Surcharge (/` Investigation Fee SAC-Number of SAC Units �/' Other(specify) (� S uare Foota e $ er S uare Foota e Basement J Z� x ��. Z = � f Z zz .z�- �St F�oo� �-z / � Z " 3 x l�"y.z = � �-f 7 ��. S �.��C�v� �. X $ • 7 C� _ � z Z 4(e ,Z��f— Garage ¢ � � � � X - $ �� 7� •�� ✓^ Es�imated Construction Value: • Orono Inspections Required Work Requiring Separate Permits Footing � Site Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control �ffi Mechanical � Fire 0 Foundation Survey � Hardcover Removal Fireplace 0 Water Connection � Framing � Other(specify) 0 Masonry 0 Sewer Connection �,Waterproofing/Drain tile � Mfg. 0 Lawn Irrigation � Foundation Waterproofing Other(specify) - 0 Landscaping Framing s'e��G Insulation 0 As-Built Survey Final Lathe Required State Permits � Other(specify) � Well 0 Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form 0 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 V ' � / � � O� O D � � � � � � � � �, � � . � � � . 5 � � � � � � Melanie Curtis From: Melanie Curtis Sent: Tuesday,August 29, 2017 9:57 AM To: 'Jon Connolly' Cc: Ethan Kindseth; Christine Mattson; Laura Oakden Subject: RE:600 Pinehurst- Height Update ]on We can live with the 3 inches additional height on this one. Adam was in a meeting this morning, I'll follow up with him now to see if he has additional comments. Can you please update the survey to reflect your proposed first floor elevation of 990.25'and provide 2 full size, and a PDF copy? Also in the future if you would be sure your surveyor always identifies proposed Top of Foundation Elevation, First Floor Elevation, and Basement Floor Elevation so we don't have to use the plans to calculate FFE. The GFE is nice to have also, but we don't need it for the height calculation. Thank you! Melanie Curtis "�"952.249.4627 �mcurtis@ci.orono.mn.us From:Jon Connolly [mailto:jconnolly@gonyeahomes.com] Sent:Tuesday,August 29,2017 8:44 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Ethan Kindseth<ekindseth@gonyeahomes.com>;Christine Mattson<CMattson@ci.orono.mn.us>; Laura Oakden <loakden@ci.orono.mn.us> ' Subject: RE:600 Pinehurst- Height Update Sorry I sent this to only Melanie. Here's the info for everyone. Please let me know if this will work. Thanks! Melanie, What we did was lowered the house 3'. So,the old TF was 991.7 and now we're at 988.7. The old first floor was 993.25 and now the new first floor would be 990.25. Now that we're touching the 988 the difference is 2.25 plus the 28 puts us at 30.25. Can.we make that work? That's the calculations I used from the old ones to get this one to work. Let me know what you think. Thanks, Jon ,�on Conno��y ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 1 FAX: (763)432-4501 V � � � � � H+C�f�hES & R�MC�I�E�,II'�G LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.usl Sent: Monday,August 28, 2017 5:04 PM To:Jon Connolly<iconnollv@�onveahomes.com> Cc: Ethan Kindseth<ekindseth@�onyeahomes.com>;Christine Mattson<CMattson@ci.orono.mn.us>; Laura Oakden <loakden@ci.orono.mn.us> Subject: RE:600 Pinehurst- Height Update What will the first floor elevation be? Is it 991.05'as we have calculated (w/ plans and basement floor)?This gets your measurement to 31.05' Or are you putting the first floor at 988'-ish? I emailed it to our engineer this AM to have him review it. I'll get with him tomorrow morning first thing to get you an answer. Melanie Curtis '�952.249.4627 �mcurtisCalci.orono.mn.us From:Jon Connolly [mailto:iconnollv@�onveahomes.coml Sent: Monday,August 28, 2017 3:44 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Ethan Kindseth<ekindseth@�onyeahomes.com> Subject: RE: 600 Pinehurst- Height Update Melanie, Just checking in to see if you've had a chance to look at the new idea. I want to make sure it's ok before I tell the client we're good to go. Let me know when you have a minute. Thanks, Jon ,�on Connol�cJ. ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 FAX: (763)432-4501 � � � � � � HC}M�ES & R�I�tC}T.�ELi P1G 2 LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE From:Jon Connolly Sent: Friday,August 25, 2017 1:07 PM To: 'Melanie Curtis'<MCurtis@ci.orono.mn.us> Cc: Ethan Kindseth<ekindseth@�onveahomes.com> Subject:600 Pinehurst-Height Update Melanie, Here's the updated survey for 600 Pinehurst where we had the height issue. We we're roughly 5'over where we could be with the calcs so we made a few changes to the house placement and heights of the house. I think we're ok now but please take a loolt and let me know if we missed anything. We pulled the hause forward so that it touches the 888 contour and then lowered the house 3'to reduce the other 3'we had in height. I think this answers all the questions. Please let me know if we're good or if you need any more changes. Also let me know if you need new full-size copies as well. Thanks! 1on ,�on Connolly ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 FAX: (763)432-4501 � � � � � � HOMES & REM�.1DELl[�ICa LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE From: Bryan Voit [mailto:Bvoit@sathre.com] Sent: Friday,August 25, 2017 12:30 PM To:Jon Connolly<iconnollv@�onveahomes.com> Subject: RE:600 Pinehurst Jon, Attached is the PDF of the revised survey. From: Jon Connolly [r�ailto:jconnolly�ponyeahomes.coml Sent: Friday, August 25, 2017 12:02 PM To: Bryan Voit Subject: 600 Pinehurst ,�on Connollc� � 3 ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 FAX: (763)432-4501 V � � � � � HC}MES & �t.EMCtI��LiNG LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE 4 Christine Mattson From: Adam Edwards Sent: Thursday,August 31, 2017 10:55 AM To: Melanie Curtis Cc: Christine Mattson; Laura Oakden Subject: RE: 600 Pinehurst- Height Update Melanie, I've reviewed the grading plan. It is approved. I can stamp a hard copy if you need. Adam From: Melanie Curtis Sent: Monday,August 28, 201710:28 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Christine Mattson<CMattson@ci.orono.mn.us>; Laura Oakden<loakden@ci.orono.mn.us> Subject: FW:600 Pinehurst-Height Update Adam Please review the updated survey for the new home at 600 Pinehurst. If you have time to review it today we'd appreciate it. O There was a height issue we should have caught sooner and the builder is attempting to resolve it. Thank you. Melanie Curtis '�952.249.4627 �mcurtls@ci.orono.mn.us From:Jon Connolly [mailto:iconnollv@�onveahomes.coml Sent: Friday,August 25, 2017 1:09 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Ethan Kindseth<ekindseth@�onveahomes.com> Subject: 600 Pinehurst- Height Update Melanie, Here's the updated survey for 600 Pinehurst where we had the height issue. We we're roughly 5'over where we could be with the calcs so we made a few changes to the house placement and heights of the house. I think we're ok now but please take a look and let me know if we missed anything. We pulled the house forward so that it touches the 888 contour and then lowered the house 3'to reduce the other 3'we had in height. I think this answers all the questions. Please let me know if we're good or if you need any more changes. Also let me know if you need new full-size copies as well. Thanks! Jon ,�on Connolly 1 ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 FAX: (763)432-4501 � � � � � � �-I+Qt�+�E� �. �EMC�17ELtNC1 LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE From: Bryan Voit [mailto:Bvoit@sathre.com] Sent: Friday,August 25, 201712:30 PM To:Jon Connolly<iconnollv@�onveahomes.com> Subject: RE: 600 Pinehurst Jon, Attached is the PDF of the revised survey. From: Jon Connolly fmailto jconnollyCalgonyeahomes.com] Sent: Friday,August 25, 2017 12:02 PM To: Bryan Voit Subject: 600 Pinehurst ,Jon Conno��y ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 FAX: (763)432-4501 � � � � � � ��.3 � ��1.1��L�1�� LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE 2 Cit of Orono O�O�o � opy Y ��N�-� Hardcover Calculation Worksheet ' � , .. Property Address: 600 Pinehurst Court '/��'�~�`^ Prepared By: Sathre-Bergquist,Inc. Date: 5/22/2017 SB Job Number: 31202-388 Prepared by: EJ Wirtz Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Use as many lines as necessary to accurately depict existing 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 Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House Misc. 3399 S.F. B Driveway Misc. 2369 S.F. C Screen Porch 14x18 246 S.F. D Deck 14x18 271 S.F. E Sidewalk Misc. 141 S.F. F Stoop Misc. 174 S.F. G Patio Misc. 290 S.F. j�� H �..« .,,o� ��__..._n „�a�.—. S.F. �' Ih{{J� I S.F. � J S.F. K S.F. �p,�Q - L S.F. �� M S.F. N � S.F. O S.F. P S.F. Q S.F. R S.F. 5 S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Proposed Hardcover S.F. Excludable Hardcover(See City Code Sec 78-1684): D Deck 100 S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 300 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] '1 —�590'� S.F. (4)Total Lot Area 87,673 S.F. Proposed Hardcover Percentage[(3)+�4�] ��, �B�SG°� % (Proposed Hardcovernextpage) This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information RECEIV ED contrained herein;however,if ony information is not consistent with City Code,the Code provisions will prevail. �1AY 2 5 2017 C►TY OF ORONO City of Orono ��N�-� Hardcover Calculation Worksheet `�� , _ Property Address: 600 Pinehurst Court % \ ��`�'��` Prepared By: Sathre-Bergquist,Inc. Date: 5/22/2017 SB Job Number: 31202-388 Prepared by: E1 Wirtz Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:EXISTING HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form).Use as many lines as necessary to accurately depict existing 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 Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A Vacant Lot 0 S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.f. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Existing Hardcover 0 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Existing Hardcover[Subtract line(2)from line(1)] 0 S.F. (4)Total Lot Area 87,673 S.F. Existing Hardcover Percentage[(3)+(4)] 0.00% % (Proposed Hardcover next page) RECEIVED This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. �A� r� � �o,� N L ��-�pF pRONO Christine Mattson From: Adam Edwards Sent: Friday,June 02, 2017 3:41 PM To: Christine Mattson Subject: RE:600 Pinehurst Court/#2017-00563 Chris, I've reviewed the grading plan and stamped it approved. Adam From:Christine Mattson Sent:Tuesday, May 30,201710:35 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subjed:600 Pinehurst Court/#2017-00563 We received a building permit application for a new single family house at 600 Pinehurst Court. The survey is show a proposed pool at this time, however no pool permit was submitted. The pool will be constructed at a later date. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN � 55356(physical addressJ PO Box 66 0 Crystal Bay � MN I 55323-0066(mailing addressJ '� 952.249.4620 { 8 952.249.4616 � cmattson@ci.orono.mn.us I �1 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& Tuesday,June 3&4,2017 1 . , RECEIVED ' �Voigt & Associates, Inc. �,�Y 2 5 2017 � STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SU[TE 204 C�N�F�RO�� EAGAN, MN 55122 � PH. (651)686-7727 FAX. (651)686-8444 �� Michael Karn May 13,2017 Gonyea Homes 1000 Boone Avenue North, Suite 400 Golden Valley,MN 55427 ''"$ 763-432-4511 �� ' michael@gonyeacom�anies.com �� RE: Lee Residence at 600 Pinehurst Court,Orono,MN 55391 Dear Mr. Karn: Per your request,I examined the main level garage wall (front elevation)of the address above for compliance with the 2015 Minnesota State Building Code(2012 IRC w/Minnesota amendments)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB permitting the use of Table R60210.4 Continuous Sheathing iVlethods,CS-WSP�nd PFH. Please i�ote IRC Figures R602.10.8(1)and R602.10.8(2)Braced Wall Panel ...to Floor/Ceiling Framing connection requiremenls f�or the con�inuous method (attached). The attached sheet,C-1,provides detail on the braced wall assessment. The attached sheet,BP-1, indicates the locations of braced wall segments for the front elevation of the garage on the main level of this house and the location of portal frames. See Detail Sl. You asked me to comment on the tall wall framing at the stairwell. See Detail T1. You also asked that I review the tall wall framing at the sport court.Frame the exterior walls of the sport court indicated on your Lower Floor Plan as walkout with(2)2X6s#2 SPF @ 12"centers,the exterior walls indicated as Look Out with(1) 2X6#2 SPF @ 12"centers and the wall indicated as Full Height with(1)2X6#2 SPF @ 16"centers. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. Please note IRC Figures R60210.8(1)and R602.10.8(2) Braced Wall Panel ...to FloorlCeiling Framing connection requirements i�or the continuous method(attached). The information and opinions contained herein are based upon the limited investigation described at the beginning of this report. No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is no[intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, P�. w� � . I Hereby Certify That This Plan,Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minneso[a. Paul W. Voigt Date 5/13/17 License Number 20705 EXTENT OF FIEADER WITH DOUHLE PORTAL FRAMES CTVO BRACm VALL PANEL� 2 PLY Zx12 MNiMUM (3' X 11-1/4h FIEADER - PER PLAN FASTEN SHEATFQNG TU HEADER WITH 8d COMIOi NAILS IN 3' GRID PATTERN AS SHOVN MID 3' 0� IN ALL FRAIQNG CSTUDS AND SILLS) CTYPJ HEADER TO JACK STUD STRAP ON �TH SIDES OF OPFJdING OPPOSITE SIDE � SHEATWNG - USE SIMPSON MSTC28 OFt ECUAL MIWIMUM DOUHLE 2x4 FRAMING COVERED W/ MIK � � 3/8' THIqC VmD STRI�TURAL PANEL SHEATHING b W/ 8d COIWON OR GALVANIZED HOX NAILS AT 3' m � � 4, sn.LS rrP,�n►ar�c CSruns, s�ocKir�. Arin 4� � � � b � TYPICAL PORTAL � ~ ~ FRAME IF NEEDED, PANEL SPLICE EDGES SHALL �CUR OVER � � CONSTRUCTION p� p� NAILED TD COIYIaI HLOCKING VITFIIN MIDDLE 24' OF VALL MID-HEIGHT. ONE ROV OF 3' O�C. NAILING IS I�GUIRED IN EACH PANEL EDGE 16' +/- F'INISNED VIDTH OF �ENING FOR DOU�E PORTAL MIIi CZ) 4200 LH STRAP-TYPE F�LD-DOVNS (EMHEDDED INTO COI�ICRETE AND NAILED INTO FRAMINQ USE SIMPS�1 HDU4 OR EIXJAL � • . .� � ''Y .•�• ' ,�•:e��.•; ... , `:•, . . . . '�. . .. ;. t : H INTO C.IP. CML C?J CORES FILLED V/ i14 FA CORE STA NOdC MIN C3) S/8'll 8� TALLED W/ 2'x2'x3/16' PLATE VASHER HOTH SIDES �l��J • '• . '•;'�• • , ' . '. •' A .�: :. ., : � ^. ', .. • . � y •• •• a •' • �•• I hereby certify that this plan, apectflcatlon or --t 3 reporf was proparod by ms or under my diroct "< � m supervtston and that I am a duly Iicensed � N (� ou�oe�vAna� Professlonal Engtneer under the laws of the O � m State of Mtnnesota. p fl � � �OR�TAL FRAME AT 16' GARAGE DOOR ' o � o GI�`. S gna uro PAUL W. VOIGT 5/13/2017 20705 Dats R tstratton Number Voigt & Associates, Inc. LEE RESIDENCE / GONYEA HOMES S 1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 600 PINEHURST COURT,ORONO,MN 55391 � p� � - EAGAN,MN 55122 PROJ.#: 2017.XXX REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE:5/i 3/20 i 7 ROOF TRUSSES �ABOVE N07E: TALL WALL I� �I HAS NOT BEEN DESIGNED TO ACCOMODAlE GIRDER TRUSS BEARING o�'oi o `o U `� o� N� �' �� Q �i� �- ; ' � �i9�° .� W p ' o� � � w o`o � o a �' � ao pv � � L� ^ E_ � 3 �a o o � � � o��_"e w < � �p o a � �aCW O � v c c �� v� o� � N a;p p o � _J �too o � � a.�� c o Q L �a d V`! v`Wi '�c° � L.� � HEADER - SEE PLAN ~ (3) 2X6 KING STUDS _ � (1) 2x6 TRIMMER W UG OPENIN = 6 2X6 STUDS 0 16" OC (2) 2x6 SILLS � SIMPSON A35 U FRAMING ANGLES � AS SHOWN a INFlLL STUDS w SHOWN TO DEPICT w DESIGN CONCEPT ONLY. NUMBER MAY � � VARY. � TALL WALL AT FRONT ELEVATION STAIRWELL NO SCALE �Voigt & Associates, Inc. LEE RESIDENCE / GONYEA -�-1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 600 PINEHURST COURT,ORONO,MN 55391 i OF 1 EAGAN,MN 55122 PROJ.#: 2017.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 5/13l2017 WALL CONSTRUCTION �CGN'INUOUS Rlf�1 FU#.l HEEGHT BL�JCKsNG � OR BAND JOlST CCNJTINlJOkJS AL�3A�G tENGTH i� +'� OF BftRCE[3 L'1J�ll P�iNEL `7 PFRRtNE.71C1)LAR FRA?.�IIt�iG \ �``_$d '�d 6"O C.AL�i�f� '•–$C f�tl"O.C: ALCING 6RACE01'�lAIL PANEL `" BRACED 1NALl.PANEI � � �3RAC�D WALl PAHEL t3RACED 4YAt l PANEL �3_s6d�16"0 C A�tx�1U _3-16ct�} 16"O.0 ALOPaG BRA.CED�lifAtL PANEL flRAc;�CI YVA!_l PANEL PERPENfkCUTAR FRAFAIMG � __ �'�CANTINlJC3U5 RtM �Ull HEIGHT SLdCFOF1G-� OR f3AND JOIST CONTINUOUS ALCING LENGTN OF BRACED WAtI PANEI Far$I: 1 inch-25.4 mm. Ft�urtE Rsoz.m.s�� 6RACE0 WALL PANEL CONNECTION WHEN PERPENDICIJLAR TU FLOORfCERING FRANMNG � �CQN;tEdUOlro RIIA 4R 'f'AD01TIp�ItAL FRAA�11�dG � r FUtt NEIGHT BLOCMCIPJG � ENO JQIST � ��h16ER ClRECTLY ABOVE / �1G'�C ALC)NG BRACE01NALi PAtJEI [jRAGED tiVAll PANEI `•• 8d Cd&"D C AIONG `-T[36 NAIL 3-8d � '�-8Q q 6"O C ��GP�G gt�iC'c�WALL PAMEC PJAILS AT�A[;FI B+�ACED WALL PltfdFt. ��v`pu�y� Y - • �AEE,iBER � � � � �+.—aRAtXO wALL RA�`JEL �RACED WAl[.PA'dEL -Bf2ACEd WAtL PA?uEL j ,-3-t&i�1 P'i Q C AE.O�dG 3-�6d tr�'1 b�C ALUP�G 3-1 Gd AT ERCH BRAGEd WAt.i.PANE1 pRA4EU YJALL PANEL �BLOCFi�PJG 61E�A8ER a i _ _ _ —.. v �""�a�";,";' 2-16d NAIIS � � � ��` EACH SlDF fi , ` �r: `�� CQtJTIFi�JUUS H1R8 ��ACrDITIQNp€F�MlRIG �x�-F�JIt HEIGHT A QR E�i0.1C7FSi �d'cKlHER E}1RECTlY£3EE�W i3�(,�If�V ir,�16"(}t,;. BRAC�O Wi�LLF'APdEI ALQNG BRAt�O'J'dALI Fnr Sl: I iirie-?5 4 m�a�. FIGURE RB02.70_8(2) BRACED WALI,PANCI CONNECTION 1MHEN PARALL��TO FLO�RfCEIUNG FRAMING 2612 p�ITERNATIONAi.RESlOENTWL CO�E' �gs ; - RECEIVED New Construction Energy Code Compliance Certificate Dnte CertificAte Posled �1A� 2 5 2017 Per R4013 Building Certificate.A building certificate shall be posted on or in[he electrical distribution paneL ��4�,�� Mailing Address of the Dwelling or Uwelling Unit 600 Pinehurst Court GTY OF ORONO Name of Residential Confractor MN License Number Gon ea Homes 2459 LE� City Plan ID Orono GH0758 HERMAL ENVEL PE RADON CONTROL SYSTEM � Type:Check All That Apply X Passive(No Fan) c v v n. F � �' Active(With fan and nronometer or �� _ � _ >. � � � � � o �, other systenr monitorrng device) � Y ^ a � � o n. 3 U o b R �'� � °' ° � � �j p .ti � Location(or future Location)of Fan: � d W 07 a� °' >, cd � o � � o a�i w � o � 3 z � � U p � W Insulafion Locafion cC " c° o � � � � a, �v -ci � � F°- ° Z i� u. w° w° � c4 �c� Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X Exterior Perimeter of Slab on Grade X Rim Joist(Ist Floor) fZ-2� X Intenor Rim Joist(2nd Floor) R-2� X Interior Wall fZ-2� X Ceiling,flat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X Describe other insulated areas Building Envelope air Tightness: Duct s stem air tightness: Windows 8 Doors Heafing or Cooling Ducts Outside Condifioned Spaces Average U-Factor(exdudes skylights and one door)U: 27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 25-29 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Applianees Heating System Domestic Water Heater Cooling System X Not required per mech.code Fue►7'ype NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered 912SC48080S17 BA13NA036 lnterlocked with exhaust device. Modcl 912SB48060S17 PROG5042NRH67PV BA13NA030 Describe: Input in 140000 Capacity in 50 Output in S S Other,describe: RatinK or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LO55 HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALC 110,053 51,337 58,854 ct�„�s roun uc Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air Combusfion Air Select n Type source heat pump with gas back-up furnace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS: fUf118C@ fOOfTI Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: ��6 5 "round duct OR Total ventilation(intermittent+eontinuous)rate in cfms: 213 "metal duct �•, , -- 600 Pinehurst Court Orono HVAC Load Calculations for Gonyea Homes Prepared By: Josh Gray Sabre Plumbing&Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Friday, May 05, 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. ,— . — - - - — __ _ _------- Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating � 600 Pinehurst Court Orono PI mouth MN 55447 __ _ Paq� -- -- — -- — — -- - -- - -- - - - - Pro�ect RP�nort � General Project Information Project Title: 600 Pinehurst Court Orono Designed By: Josh Gray Project Date: Friday, May 5 2017 Client Name: Gonyea Homes Company Name: Sabre Plumbing & Heating Company Representative: Josh Gray Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Company E-Mail Address: josh.gray@sabreheating.com Desi n 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 Total Building Supply CFM: 2,342 CFM Per Square ft.: 0.365 Square ft. of Room Area: 6,415 Square ft. Per Ton: 1,308 Volume (ft3) of Cond. Space: 63,680 Buildin Loads Total Heating Required Including Ventilation Air: 110,053 Btuh 110.053 MBH Total Sensible Gain: 51,337 Btuh 87 % Total Latent Gain: 7,517 Btuh 13 % , Total Cooling Required Including Ventilation Air: 58,854 Btuh 4.90 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. , All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\Gonyea\600 Pinehurst Court Orono LEE.rh9 Friday, May 05, 2017, 9:10 AM --------- -- - --- - _ --- Rhvac-Residential&�ight Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating � 600 Pinehurst Court Orono PI mouth MN 55447 _ ____ _ Pa e 3 _ - --- - -- -- -_ _ - - Load Preview Report � Net ft.Z Sen Lat Net Sen His CIS Act Duct Scope Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 4.90 1,308 6,415 51,337 7,517 58,854 110,053 1,353 2,342 2,342 System 1 4.90 1,308 6,415 51,337 7,517 58,854 110,053 1,353 2,342 2,342 20x20 Ventilation 1,182 4,942 6,124 7,911 Supply Duct Latent 330 330 Retum Duct 162 144 306 1,080 Humidification 8,961 Zone 1 6,415 49,993 2,101 52.094 92,101 1,353 2,342 2,342 20x20 1-Basement 1,624 8,723 0 8,723 20,935 307 409 409 4--6 2-Main Floor 1,624 20,925 2,101 23,026 28,829 423 980 980 9-6 3-Second Floor 2,543 17,634 0 17,634 30,380 446 826 826 8--6 4-Sport Court 624 2,712 0 2,712 11,957 176 127 127 2--5 M:\Sales and Estimating\Heat Calcs\Gonyea\600 Pinehurst Court Orono LEE.rh9 Friday, May 05, 2017, 9:10 AM -_____ _ _ -- ------ - _ _ _ __- -- -- __ _ Rhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heatinq � 600 Pinehurst Court Orono Plymouth MN 55447 _____ _ __ Pa e 4 Total Building Summary Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 811.5 21,888 0 21,859 21,859 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 LOW EE: Glazing-Builder Grade Low E Windows& 114.2 3,181 0 2,945 2,945 Sliding Door .32 U value .30 SHGC, u-value 0.32, SHGC 0.3 11J: Door-Metal - Fiberglass Core 69.3 3,620 0 999 999 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 1026 4,072 0 91 91 foam board to floor, no framing, no interior finish, filled core, 8'floor depth 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 172 748 0 0 0 foam board to floor, no framing, no interior finish, filled core, 4'floor depth R20 12F-Osw: Wall-Frame, Custom, R-20 Insulation in 3324.7 19,088 0 2,917 2,917 2x6 Cavity, no board insulation, siding finish, wood studs RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 583.5 2,540 0 716 716 Closed Cell Spray Foam R-20 12F-Osw: Wall-Frame, Custom, no board insulation, 1253.2 7,196 0 1,100 1,100 siding finish, wood studs R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 2543 5,089 0 2,807 2,807 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on 624 1,249 0 689 689 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation-vented attic, asphalt shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1624 3,815 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 651 1,982 0 182 182 R-30 blanket insulation, any cover 21A-20-c: Floor-Basement, Concrete slab, any thickness, 624 1,466 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: 75,934 0 34,305 34,305 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 5,246 474 1,189 1,663 Infiltration: Winter CFM: 129, Summer CFM: 0 12,001 0 0 0 Ventilation: Winter CFM: 213, Summer CFM: 213 7,911 4,942 1,182 6,124 Humidification (Winter) 24.44 gal/day : 8,961 0 0 0 AED Excursion: 0 0 4,903 4,903 Total Building Load Totals: 110,053 7,517 51,337 58,854 Check Fi ures Total Building Supply CFM: 2,342 CFM Per Square ft.: 0.365 Square ft. of Room Area: 6,415 Square ft. Per Ton: 1,308 Volume (ft') of Cond. Space: 63,680 Bu_ilding Loads Total Heating Required Including Ventilation Air: 110,053 Btuh 110.053 MBH Total Sensible Gain: 51,337 Btuh 87 % Total Latent Gain: 7,517 Btuh 13 % Total Cooling Required Including Ventilation Air: 58,854 Btuh 4.90 Tons (Based On Sensible + Latent) M:\Sales and Estimating\Heat Calcs\Gonyea\600 Pinehurst Court Orono LEE.rh9 Friday, May 05, 2017, 9:10 AM '� Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbing&Heating � 600 Pinehurst Court Orono PI mouth MN 55447 ___ ____ Pa e 5 - --- -- ---- - - --- --- ------ Total Building Summary Loads (cont'd) � Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\Sales and Estimating\Heat Calcs\Gonyea\600 Pinehurst Court Orono LEE.rh9 Friday, May 05, 2017, 9:10 AM Site address 600 Pinehurst Court Orono Date 5/5/2017 Controctor Sabre Plumbing & Heating �omBY ted Josh G Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feM�Conditioned area including 6415 Total required ventilation 213 Basement—finished or unfinished) Number of bedrooms 6 Continuous ventilation 106 Directions-Determine the total and continuous ventilotion rate by either using Table R403.5.2 or equation 11-1. The table and equa[ion 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 90/45 105/53 120/60 135/68 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 shail 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 v n'lation rotin b ore an Low cfm: ��A High cfm: n�� Continuous fan rating in cfm(capacity must not exceed `+ L continuous ventilation reting by more than 100%) Directions-Choose the method ojventilotion,balanced or exhaust onty.Balanced ven[ilation rystems are typically HRV or ERV's. Enter the low and high cfm amounts.Low cfm air jlow must be equal to or greater thon the required continuous ventilation rote and less thon 100%greater than the continuous rate.(For instonce,if the low cfm is 40 cfm,the ventilation jan must not exceed 80 cjm./ Automatic controls may allow the use of a larger jan that is operated a percentage of each hour. Section C Ventilation Fan Schedule Descri tion Location Continuous Intermittent Diredions-The ventilation fan schedule shauld describe what the fan is for,the location,cfm,and whether it is used for continuous or intermitten[ventilation.The fan[hat is chose jor continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rote.(For instance,ij the low cjm is 40 cjm,the continuous ventilation fan must not exceed 80 cfm.J Automatic controls may allow the use of a largerfan that is operoted a percentage of each hour. Settion D Ventilation Controls Describe operation and control of the continuous and intermittent ventilation) ERV has wall control-set to 40%=124 CFM ERV has wall control-set to 70%=217 CFM Direc[ions-Describe the opemtion of the ventilction rystem.There should be adequate detail jor plan reviewen and inspec[ors to verify design and installation compliance.Re/oted tmdes olso rreed adequate detail for placement of controls and proper operation of the building ventilation.IJexhaust jans are used for building ventilation,describe the operation and location ojany controls,indicators and/egends.If an ERV ar HRV is to be installed,dexribe how it will be installed.If it will be conrrected and interjaced with the air handling equipmen�please describe such connec[ions as detailed in the monufoctures' installation instruction;.lf the installation instructions require or recommend the equipment to be interlocked with the air handling equipmen[for proper operation,such interconnec[ion 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 ap liances,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 directvent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C i• 0.15 0.09 0.06 0.03 a)pressure factor (cfm/s� b)conditioned floor area(sf)(including 6415 unflnished basements) Estimated House Infiltretion(cfm):[la 962 x lb] 2.Exhaust Capacity a)continuous exhaust-onty ventilation system ERV=O (dm);(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 NPically 'Z4� (not applicable if recirculating system or if powered makeup air is electrically lnterlocked d)80%of nezt largest exhaust rati� NOt (cfm);bath fan typically AppliCable (not applicable if recirculating system or if powered makeup air is electriwlly interlocked Total Exhaust Capacity(cfm�; 375 [2a+2b+2c+2d] 3.Makeup Air Quantiry�cfm) 375 a)total exhaust capacity(from above) b)estimated house infiltration(from 962 above) Makeup Air Quantity(cfm�; [3a—3b] _�/�� (if value is negative,no makeup air is needed) �� 4.FormakeupAirOpening5izing,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 atmosphericalty vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel plia�ces 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 Pauive opening 110-163 67—100 47—69 29—42 6 Passive o enin 164—232 301-143 70—99 43—61 7 Passive o enin 233—317 144—195 100—135 62—83 8 Passiveopening 318-419 196-258 136-179 84-130 9 w motorized dam er Passive opening 420—539 259—332 180—230 lil—142 30 w motorized dam er 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 dud 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. e.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not required per mechanical code(No atmospheric or power vented appliances) � Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4��rid ed 5��fl8X 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/soiler: �40000 raft Hood �an Assisted �irect Vent Input: Btu/hr or Power Vent water Heater: 400�0 raft Hood �Fan Assisted �irect Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion App�iance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 640 fta LxWxH 10 L�WaH 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: fts Volume(TRV) If CAS Volume(from Step 2)is gre o t er th a n 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: 400� 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: � Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: � ft3 Required Volume Natural draft appliances(RVNDA) Total Re uired Volume TRV =RVFA+RVNDA TRV= �OOO + O _ �000 TRV fta Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)di vided by TRV(from Step 4a or Step 4b) Racio= 640 � 3000 = 0.21 Step 6:Calculate Reduction Factor(RF�. RF=lminus Ratio RF=1- 0.21 = O.�" 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►: ,1 ��.�� Total Btu/hr d i vi d ed by 3000 Btu/hr per inz CAOA= `+OOOO �3000 Btu/hr per inz= inz Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA mu/tiplied 6y RF Minimum CAOA= �J.3J x Q.79 = 10.49 in: Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultlplied by t he sq u a re 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 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 O50 525 15 000 750 1 125 563 1575 788 20 000 1000 1 500 750 2 100 1050 25 000 1250 1 875 938 2 625 1313 30 000 1 S00 2 250 1 125 3 150 1575 35 000 1750 2 625 1313 3 675 1838 40 000 2 000 3 000 1500 4 200 2 100 45 000 2 250 3 375 1 688 4 725 2 363 50 000 2 500 3 750 1675 5 250 2 625 55 000 2 750 4 125 2 063 5 775 2 888 60 000 3 000 4 500 2 250 6 300 3 150 65 000 3 250 4 875 2 438 6 825 3 413 70 000 3 500 5 250 2 625 7 350 3 675 75 000 3 750 5 625 2 813 7 875 3 938 80 000 4 000 6 000 3 000 8 400 4 200 85 000 4 250 6 375 3 188 8 925 4 463 90 000 4 500 6 750 3 375 9 450 4 725 95 000 4 750 7 125 3 563 9 975 4 988 100 000 5 000 7 500 3 750 10 500 5 250 105 000 5 250 7 875 3 938 11025 5 513 110 000 5 500 8 250 4125 11 550 5 775 115 000 5 750 8.625 4 313 12 075 6 038 120 000 6 000 9 000 4 500 12 600 6 300 125 000 6 250 9 375 4 688 13 125 6 563 130 000 6 500 9 750 4 875 13 650 6 825 135 000 6 750 10125 5 063 14 175 7 O88 140 000 7 000 10 500 S 250 14 700 7 350 145 000 7 250 10 875 5 438 15 225 7 613 150 000 7 500 11250 5 625 15 750 7 875 155 000 7 750 11625 5 813 16 275 8 138 160 000 8 000 12 000 6 000 16 800 8 400 165 000 8 250 12 375 6 188 17 325 8 663 170 000 8 S00 12 750 6 375 17 850 8 925 175 000 8 750 13 125 6 563 18 375 9 188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 875 6 938 19 425 9 713 190 000 9 500 14 250 7 125 19 950 9 975 195 000 9 750 14 625 7 313 20 475 10 238 200 000 10 000 15 000 7 500 21000 10 500 205 000 10 250 15 375 7 688 21525 10 783 210 000 10 500 15 750 7 875 22 050 11025 215 000 10 750 16125 8 063 22 575 11 288 220 000 11000 16 500 8 250 23 100 11550 225 000 11 250 16 875 8 438 23 625 11813 230 000 11 500 17 250 8 625 24 150 12 075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. �i � DATE TIME CITY OF ORONO CALLED IN � � INSPECTION TI E SCHEDULED '" ��`- PERMR NO. COMP ED ADDRESS OWNER LEPHONE N � w �9S CONTRACTOR � � DE� IPTIO..Na�� . � � �� W�LQ FOOTING"f�"+�^E� ❑ DEMO-FINAL SEPTIC FINAL Q❑ POURED VPRL�� ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION DRAIN TI E I ❑ 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 _ . J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOA TO MEET YOU:_YES_NO � COMMENTS: Jf�.�� .AC��+✓ ��f '�fi�o'S S��CCt � d � _ 7 v ` . i �- ✓ 4 � � W ��K'S�. �r97�.t�f � � ��eG�t��Cn. �-- °C DK �' dou r — Q � W �A�r� r� ?� �s d2 5�� j�+s � �h 5�7.� �'crrcP _ W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE W �'�6Q�iRECT Y1fORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O �CORRECT WORK,CALL FOR RBNSPECTION TEMPORARY V BEFORECOA/ERING PERMANENT ❑CORRECTUNSAFECONDITION!WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP OR�ER POSTED.CALL IN$PECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL 1�0 ARRANGE ACCESS. Call br the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector: �'' Whits Copyllnspectak''s'Ffle Canary CoPY1Ske Notke DATE TIME � CITY OF ORONO cnLLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.�/9-�b��3 COMPLETED �7 ADDRESS �G?�p��IG`'l�S� OWNER I� TELEPHONE NO. CONTRACTOR G6��Pr ��Nr S � DESCRIPTION ��4✓e� �l G� � ❑ FOOTING � ❑ DEMO-FINAL ❑ SEPTIC FINAL e ,.�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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET 1I�U:_YES_NO � COMMENTS: _ � V��✓ -�- .��r►'i� ,�JC✓ CMs��P.��— � • J O � b �— �u ✓ a� O W � Q � 2 W � W � j � �jQ(Q$K SATISFACTORY:PROCEED ❑PROJECT COMPLETE w ❑CORRECT V1fORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL REfURN ❑STOP OR�ER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspectron 24 hours in advance. (g52) 249-4600 OwnerfContractor on site: � Inspector: White CoPYllnapector't Flle Canary CopylSke Notice � DATE TIME � CITY OF ORONO � CALLED IN INSPECTION 1 E �I- SCHEDULED � � PERMIT NO. ��J�� COMP ETED ADDRESS /� C OWNER TELEPHONE O. ��97�-�lpD y CONTRACTOR � DESCRIPTION �l �,��1�, 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q�OUNDATION 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE � ❑ SEPTIC INSTALL 2 OWNEAICONTRACTOR TO MEET YWl:_YES_NO � � � COMMENTS: �s�6i'1 GJiI�rOi�� . //fSe�. �'t— � ��i�•.�. ��% _ l.�t _ � DrK �- 6��;�r . o � _ ` a �l� p�o��d �'��.c -e�h�lt 0 � 5�i�ve,i W � Q _ i = Q , rs,il�.�s ri�t�G �cx.rd��o� w �S-�•�� 5��v�y ��i a��.0. _. � � � a � O WORK SATISFACTOR�PROCEED ❑PROJECT COMPLETE ,�tECT W'ORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY Ov❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 OMmedContractor on site: inspector. Whib CopyAnapector'siFile Canary CopyfSke Notke DATE TIME CITY OF ORONO �Q��CALLED IN INSPECTION NOTIC SCHEDULED .��_1� _�. PERMIT NO. aD ' COMPLEfED ADDRESS �� OWNER TELEPHONE N . ' � ��/ CONTRACTOR � DESCRIPTION �/ 4~j ❑ FOOTING ❑ EMO-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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YiOU:�YES_NO � COMMENTS: �. �t" � � � � '� � ` ,� . o ,Stg 1 e � o� t�f. fr � A�r �6:•.s �P'T aJr' � B� T� �� 0 W � Q � � W � j � L�WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT VYORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECTVI�RK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OMmerlContractor on site: Inspector: �Tc S o» � White Copyllnspector's File Canary CopylSlts Notice /� � �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NQTJ��_ �5 SCHEDULED l G-U'� PERMIT NO. �'�� OMPLETED ADDRESS 0� OWNER TELEPHONE NO. �� y CONTRACTOR ` � DESCRIPTION `� ' `�'� � � �'� �`�-� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q�RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICOMRACTOR TO NEET YiOU:_YES_NO • � COMMENTS:` �� iS,�% �/1D�IC � 7��j•,t �► hs,� a � thJ�d � IN�./� • L'O�r'lGG�D•�s �S .i .�wc'� .D�L�. � d/L �O fG iC o � � 4!� �/ � c � rt tb a✓ / ' �C✓b.� �� W � � /^, I � Q 2 /�/' ! \ I� G a'1/'L ` t W � � � r`✓�C-G t "'�' dK �- �i1 S Lt� • � a W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE W6i�9RRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK,CA4L FOR REINSPECTION TEMPORARY V BEFOREC01/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTEp.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIpED.CALL TO ARRANGE ACCESS. C�11 forthe next inspection 24 hours in advance. (952) 249-46�� OwnerlContraotor on site: Inspector. � �Nt. '7� Whits Copyllnapector's Ffle Cenary CopylSlte Notice � s �� ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NQ�GF /g.� / SCHEDULED � PERMIT NO. �J�� -�� (��OMPLEfED ADDRESS � OWNER TE PHONE N `71��% CONTRACTOR � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ 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 OWNERICONTRACT�R TO MEET YOU:_YES_NO � COMMENTS: �'�Y++ �' ►�q (:�rr td•, dt / � �et�'�" -b SA�v�,`eaw+ �»Sul o�%a�. e /� � �of Y f�.r � «. 2 f.h.�n c�/`q�'t�� J c71�C � �7� y�,Ga�;�, �,�4�+�� o . W .,. 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