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Home My WebLink About2015-00507 - new house City of Orono CERTIFICATE OF OCCUPANCY This Certificate is issued pursuant to the requirements of Section 110 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the local jurisdiction regulating building construction or use. For the following: Building Address: 3928 CHERRY AVE PIN: 08-117-23-33-0018 Legal Description: Crystal Bay View Block 004 Lot 000 Zoning District: Permit No: 2015-00507 Work Activity: Single Family Construction Type: 2015 MN Residential Code Occupancy: IRG1 Occupant Load: Fire Sprinkler: N � Applicant: Stonewood LLC Applicant Address: 153 E Lake St City, State,Zip: Wayzata, MN 55391- Owner Name: Joeffrey&Anna Gustafson Owner Address: 3928 Cherry St City,State,Zip: Mound, MN 55364- FOR YOUR INFORMATION Foi any police,fire or medica/emergency-Call:911 Posting of your assigned sbeet number is required In purchasing a new home,file for your homestead at the City offices.Register your address for voting,drivers license and automobile registration. City water and sewer is billed quaRerly.Septic inspection fees are billed annually. Permits are required for any additions or alterations on your property or for construction of any garages, deck, dockorotheraccessorystructure. Special regulations prohibit any excavation, filling,grading,dredging,tree removal,or construction of any kind within 75 feet of any lakeshore or within 26 feet of any wetlands. Please Note: The property owner is responsible for all LegaUEngineering charges resulting from this project. Due to varying billing cycles,bills may be mailed up to 90 days after the issuance of this Certi icate of Occupapcy. (��Z3� L�I(D Zoning Admu►istrator Date �, r � �f ;, . r�,��/� mg �c�a Date / � CITY OF ORONO ' � 2750 KELLEY PARKWAY * � 0 1 5 - 0 0 5 0 7 * �• DATE ISSUED: 06/16/2015 , ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDR�SS : 3928 CHERRY AVE €'IN : 08-117-23-33-0018 LEGAL DESC : CRYSTAL BAY V[EW : LOT 000 BLOCK 004 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 925,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,FIREPLAC GRAD[NG,FIRE SUPPRESSION, ATER ��- CONNECTION,SEWER CONNECTION,E CTRICAL(STATE) �� RECLAIM SAC FROM DEMO CRF,DIT 015-00068 02/OS/15. ��`� .7 �. NOTE: PRIOR TO THE START FRAMING AN AS-BUILT FOUNDA N SURVEY MUST BE SUBMI D AND APPROVED BY THE CITY OR A STOP WORK O R WII_L BE ISSUED: IN[T[AL: NO"rE: PR[OR TO[SS ANCE OF A CERTIF[CATE OF OCC ANCY AN AS-BUILT SURVEY I EQU[RED TO BE SUBMITTED AND` ` �� APPROVED BY ST F. IN[TIAL: �'�y� NOTE: IN T�,`EVENT OF WINTER CONDITIONS OTHER UNFAVORABLE WE ER CONDIT[ONS(WHICH PREVENT THE COMPLE ON OF THE EXTERIOR[MPROVE TS AND/OR AN AS-BUILT SUR Y)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) AY BE NECESSARY. A TCO REQU ES A$10,000 ESCROW. INITIAL% ✓ AS NOTED ON THE SURVEY THERE 4�A RETAINING WALL ON THE WEST SIDE OF THE PROPOSED DRIVEWAY WHICH EXCEEDS 4 APPLICANT PERMIT FEE SCHEDULE 5,860.84 STATE SURCHARGE(VALUAT[ON) 462.50 Stonewood LLC TOTAL 6,323.34 153 E LAKE ST Payment(s) WAYZATA, MN 55391- CHECK 13541 6,323.34 u,,..jnri . , .,J��_ OWNER Jun 16. 2�115 Rec;eipt No: 3.013625 Stonewood LLC 153 E LAKE ST Stor�ewood LLC WAYZATA, MN 55391- •�� Previuus Balance: Permits �,86U.84 2015-00507 3928 Cl��erry Ave AGREEMENT AND SWORN STATEMENT 101-32510 Building Permits The work for which this permit is issued shall be performed according to Pet"ml tS ,��> 50 the approved plans and specifications,applicable City approvals,and the 2U15--00507 3928 Cherry State Building Code. This permit is for only the work described and does AV8 101-20802 not grant permission for addi[ional or related work which requires separate �Ue t0 gOVtS-StBtE , _ _______._. permits. All provisions of laws and ordinances goveming this type of work 6,323.34 shall be compied with whether or not specified herein.This permit will Total: _____�_______.__ expire and become null and void if construction authorized is not commenced within l80 days of the date of issuance,or if construction is Ch�:Ck fi.3?3.:�4 suspended for a period of 180 days at any time after work has commenced. f'hnrlr Nn• 1'?�i41 The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at aay time for due cause. j � � ' �j �1 �,--�.I��' �-r � ( � � � � Applicant Permitee Signature Date Issued By Signature � Date CITY OF ORONO * Z 0 1 5 — 0 0 5 0 7 * . � � 2750 KELLEY PARKWAY DATE ISSUED: 06/16/2015 . ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 3928 CHERRY AVE PIN : 08-117-23-33-0018 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 004 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RES[DENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTNITY : 101-SINGLE FAM[LY HOUSES,DETACHED VALUATION : $ 925,000.00 Separate Permits Required: Plumbing, Mechanical, Fireplace, Grading, Fire Suppression, Water Connection, Sewer Connection, Electrical (State) Reclaim SAC from Demo Credit#2015-00068 02/05/15. NOTE: Prior to the start of framing an as-built foundation survey must be submitted and approved by the City or a stop work order will be issued: Initial: � •,� ' NOTE: Prior to issuance of a Certificate of Occupancy an as-built survey is required to be submitted and approved by staff. Initiaf: NOTE: In the event of winter conditions or other unfavorable weather conditions (which prevent the Stone completion of the exterior improvements and/or an as-built survey) a Temporary Certificate of 153 F Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Initial: ,��_ WA� As noted on the survey there is a retaining wall on the west side of the proposed driveway which exceeds 4 feet and requires engineered plans to be approved by the City Engineer prior to construction of the walls. Initial: —t----%�� Please note, prior to the commencement of any exterior/landscaping improvements, i.e. patios,grading, Stone sidewalks, retaining walls, etc., not currently shown on the survey or changes to exterior/landscaping 153 E currently shown on the survey will require a separate Zoning Permit to be submitted and approved. WA� Initial: AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or celated work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date . ' /w'✓ i if � � CITY OF ORONO � .� �.�3� BUILDING PERMIT APPLICATION � FOR NEW STRUCTURES OR ADDITIONS �O� Mailing Address: Permit number: �/� O PO Box 66 Crystal Bay, MN 55323-0066 Date received: g' street Address:' ---- � �`� C� y� � 2750 Kelley Parkw �`C�.�QQ�j�� Plan review fee: � � � t � Orono, MN 55356 qkEs H 0�� Total�ee: �OU✓ Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn us This application form must be completed in full and all required information must be'submitted.�py,��t�/ Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ��. Will this be a Parade of Homes, Remodele s Showcase Home or other Display Home? Yes ❑ No lf yes,a specia/event permit is required with Police Department and City Council approva/60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: State License# sq N � Expiration Date: �2-3►-i Phone: (cell) 612- 26'1-ZG"►c (office) �,IZ- H6Z- yc� o MailingAddress: 1 3 L.,� 5-t � Cit : �..,, Z.,r�-- ZIP: 553at Contact Person: So� (-�ws�,,t<„� Applicant is: n ract r / Homeown (Circle One) Email and/or Fax: SwtN @L��-�„�,_,,,��Z , c��.•� PROPERTY OWNER INFORMATION: Name: �#.� SJt►� L��a Phone (day): �Iz- 2��r - 'y6�� ,��,� Address: 5 N2e �ruzy ��- City: c� ZIP: 5 5'36K Email and/or Fax sd2a n 5-��0�1_ c cr--� ARCHITECT/ENGINEER INFORMATION: Name: I�.,-� /��1,U,...�1 Phone (daY)� �t52 - �t�3- 4s'7'�'7 Address: �P 1 �� g�t f.,ss�( City: �^/�7z�,r,,, ZIP: 5 5 3� � Email and/or Fax: PROJECT INFORMATION: Descri tion of ro�ect: Lc�yCr�c�'�a �� I�o� � -� Iw..�� o�-(-F�,� 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8� Water Supply � New Construction �J Single Family with �Residence ❑Addition attached garage ❑Garage/Accessory Bldg. �Public Sewer Accessory Building ❑ Single Family with ❑ Deck Relocation detached garage ❑Office/Commercial ❑ Private Sewer ❑Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑Storage ❑ Public Water ""Any earth movement may also require ❑ Commercial ❑Other(specify) MCWD review 8�permits. ❑ Industrial �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Othef: (speCify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or � Estimated Construction Valuation (excluding land) �2 5�o c o STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction i '� a. Length(ft.)= �7 1 Number of bedrooms= � , (�Wood/Frame b. Width(ft.)= � Number of garage stalls: ❑ Masonry Areas in sauare feet Attached= 3 ❑ Metal c. Basement= ��6� ❑ Pole Bldg. Detached= � ❑ ICF d. 151 Story = 2�� ❑On-site Prefab e. 2nd Story= ZI'L� ❑Off-site Prefab f. '/z Story = -�— ❑Other(please specify): g. Total Area= �S Q REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ Permit A lication ❑ Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan � Hardcover Calculation s ❑ Se tic S stem Site Evaluation Re ort ❑ Access Permit ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ Minnehaha Creek Watershed District Permit s ❑ Plan Review Fee ❑ Application Escrow&Agreement ❑ ❑ Other: 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. �� i / ApplicanYs Signature: Date: ��Z'l� ►� Owner's Signature: Date: DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. ��CFc� �-�.! ��{'��,.�_ First Middle Last 3�z� �+�-�� -- Address �oN� M� S 53°t' ��2� ?�7-2��4 City State Zip Phone I und n y rights as stated above. Si tu Packet Last Updated: January 2015 Page 7 � P�.AI� REVIEV1l C�IECKL�ST F06� I�EIIV STRUCTURES / I�DDITIONS Address: �Q�� c��Q�/� PermitNa.: �s1�'" � Description of work: �vV E � l�- �( � t`��"' Date Rec'd: _ ��`T ' :,;�f- �� QL o Septic review by: _��,�(� `F- ��i�t Date Approved: -�"'"�' Zoning review by: 1�11� '\ Date Approved: � `� Building review by: � Date Approved: f Grading review by: � ,�'`-ai� Date Approved:_ ��,�e?`��i r�`�`� ��.�'��.,; ,�,.,e � �� Zoning District: — � Zc�ning File#: Reso#: Reso Date: Zoning: Lot Area: �� S �'AC Width: Lot Coverage: SF % Survey Submitted: Yes � No Da�e of Survey: �2-��f� Revised date(?): Proposed Setbacks: �� Fr t(Lake) �(Street) " � � S E �1�� ( I� '�ss' E V1l ) Other�uildings Wetland Side �ide i � � �, , , , i, � :t ��s��.: ,� ;, Defined Height: �• � Peak tieight: FFE: �--�� FFE minus 6 feet= '';.1 r � ,_(Existing Contour s. Perimeter(linear feet) _ _50% = L.F. below grade #of Stories �- � FOR A:BUILDIkG WITH A BASEMEIJT OR CFtAMIL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest propose�` -� START W ITH floor(of the basement or crawl space)anc _- the highest point of the roof. � If you have a... ��@�� , %,i • GABLE OR HIPPED ROOF(no �� V , �� ( windo�Ns): Subtract half the distance �� n�n�� r fl / ' between the highest point of the root � V U �� . � .; to the low point of the corresponding � SUBTRACTION gable or hipped roof � �� -+ � (BASED ON . GABLE_OR HIPPED ROOF(with ` ROOF TYPE) windows): Subtract half the distance ,f i between the top of the highest �, 7 / /r P 1�f1 J� �(�'�— �%� i window and the highest point of the �`��k�� Vl�.!�/ V� L i 5: roof � c ALL OTHER ROOF TYPES(flat, � � w�f mansard,etc):No subtraction. � �UBTRACTION Subtract the distapce between the � C� �L �� / � • BASED ON basemenUcrawl s ace floor and the �••� 1 w ' � -� EXISTING highest existing grade adjacenl to the � GRADES) foundation OR 10 feet(whichever is less). EQUALS Defined building height I � ' .��v._.._ - �� / EQUALS Defined building height 4 i �e � �,o �.��' �.= �4, � �;��_: Shorelanci Qistric4 NiCIl�D Permit .�� g`°� �Average Lakeshore Set�ack �luff I�Eet? � �es � No Permit Number: E�- �(� Yes � No � N/A 0 Yes o � N/A-see attached Setback: Stormwater Quality �xistin� Hardcover �'roposed Qverlay�istrict o �iardcover Variance Required CUP Required Tier circle one (�o and s� �/a and s I�• �� Yes No � Yes o 1 2 3 4 5 ��-i�-� Type(s): Type(s): Updated: January 2015 z:\forms\plan review checklist 2015.docx at< �'>:, .., . .. , . ,. :, . ,; .- �'.�_�"" � . ; �. -... .,, .re.��._u.,• �., �„e„r�� : #- � �'e�:�t. ..,: �,�''�'.'--- �. . ... _� . '�& S�` 'd��srr�xn��,,,,."'�Y+ � 3,c�7.s v . . .. ,.,. . .. . . . _ . . .. _� ,_,�.�... :..v; .,� _� -. .��u�, 1 . . ��:_ �.� _. ,:,,�,.� .0.,._ . �, ,.:, �. _. ... u , .. _ : REMARKS (in-house): Fees to be Char ed YES NO Permit Plan Review � State Surcharge L/ Investigation Fee a SAC-IVueY►ber of SAC Units � Other(specify) S uare Foota e $ er S uare Foota e Basement X - $ 15f Floor X - $ 2nd Floo� X - $ Garage X - $ Estimated Construction Value: $ ��J ^ ��_ Orono Inspections Required Work Requiring Separate Permits Required State Permits � Site Plumbing Gradin / Filling . � Well Silt Fence/ Erosion Control echanical Fire �u�'l`lo'C�'�/C�dl ❑ Electrical � Hardcover Removal ❑ Septic �Water Connection � Footing ireplace �Sewer Connection Poured Wall 0 Masonry � Lawn Irrigation Foundation Survey �Mfg. 0 Landscaping Foundation Waterproofing Q Other(specify) Radon Rock Bed Framing Insulation � As-Built Survey �: Final � Other(specify) �� REMARKS (in-house): Other Review: Revievved by: Date Approved: Access: Existing: � YES 0 NO New: � YES � NO OFFICIAL REMARKS -TO BE NOTED O�! PERMIT AND If�ITIALLED � f �' Updated: January 2015 z:\forms\plan review checklist 2015.docx � Christine Mattson From: Ken Washuta [kwashuta@comcast.net] Sent: Tuesday, June 02, 2015 1:30 PM To: Gustafson, Sven Cc: Christine Mattson; Nadine Washuta Subject: RE: Swale between our properties Thanks for the update, we agree and approve the combined swale is the right solution. Let me know if you need anything else from us. Ken -------- Original message -------- From: "Gustafson, Sven" <Sven(a�stonewood.com> Date: 06/02/2015 12:35 PM (GMT-06:00) To: Ken Washuta<kwashuta(a�comcast.net> Cc: Christine Mattson <CMattson(a�ci.orono.mn.us> Subject: Swale between our properties Ken - I have copied Christine Mattson from the city of Orono. She needs you to reply and indicate your approval of combining the swale between out lots, rather than a swale on each. We'd discussed this, and it makes the most sense. Please reply with your approval, or let me know if we need to discuss further. Thanks, Sven J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax � Christine Mattson From: Christine Mattson Sent: Tuesday, June 02, 2015 11:14 AM To: 'Gustafson, Sven' Cc: 'rmsterns@comcast.neY; Melanie Curtis; 'Permitting' Subject: RE: 3928 Cherry Ave/#2015-00507 Attachments: MCWD demo permit.pdf Sve n, Please submit two full-size copies of an updated survey showing: • the accurate average lakeshore setback with the new home under construction at 3926 Cherry Avenue; • correct legal description; • remove proposed grading (darker lines) on the neighboring property(3926 Cherry Ave) shown as part of this project Please supply a written statement from the property owners at 3926 Cherry Avenue stating they are in agreement with the proposed joint swale. The Minnehaha Creek Watershed District (MCWD) permit you reference is for demolition (copy attached) Please contact the MCWD directly at 952-471-0590 regarding your new construction project. Please note, the City of 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 any of their permitt t0 or by email at cmattson@ci.orono.mn.us if you have ai ��m�� Q��(J�n� �� ' -�-----`t./� ------ .a. _ yu� Y-y • �urv� � SC�i�e_.� ` vh�v�I Q Cc�uro� Q v Q.tO�, �4�.Kk.Th�C� From: Gustafson, Sven [mailto:Sven@stonewood.com, Sent: Tuesday, May 19, 2015 10:43 AM �-- W� �qL,� To: Christine Mattson Cc: 'rmsterns@comcast.net'; Lyle Oman; Melanie Curti • w�' � ��,� .��, Subject: Re: 3928 Cherry Ave/ #2015-00507 �a� Sl-ol�� ! Gn,� Christine - � �� { w SWa�-- , � , a. If necessary, we II provide engineering for the i . We'll provide engineering at the time of construc b. We will provide engineering for these walls. Is c. This will be removed. d. The neighboring property is under constructior :o change the plans that they have provided for reta cooperate on the grading of a swale on along the e. The grade in this area naturally leans into the s ;if necessary) to insure that all water continues to tr north currently drains over the property line, into the subject property.... It's not really possible for the water to travel into the north property as the grade is proposed or as it exists. f. The home to the south was removed and replaced. The home under construction establishes the new most lakeward point for this property. See attached survey. This also depicts the retaining wall in question on item ��d�� 2. I had submitted these with the permit application, and they are again attached. 3. We will apply for separate permits for sewer disconnect (which was already done, inspected and permitted). and sewer reconnection. We'll apply for a landscape zoning permit. J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Christine Mattson<CMattson@ci.orono.mn.us> Sent: Monday, May 18, 2015 4:06 PM To: Gustafson, Sven Cc: 'rmsterns@comcast.net'; Lyle Oman; Melanie Curtis Subject: 3928 Cherry Ave/#2015-00507 Sven, Attached is a copy of the letter and attachments that is being mailed tomorrow. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay ( MN � 55323-0066 (mailing addressJ �' 952.249.4620 � c`3 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 throuqh Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 25, 2015 z . . . Christine Mattson From: Christine Mattson Sent: Thursday, May 28, 2015 1:59 PM To: 'Elizabeth Brown'; Lauren Sampedro Cc: Melanie Curtis Subject: RE: 3928 Cherry Ave/#2015-00507 Attachments: Re: 3928 Cherry Ave/#2015-00507 Hello, Sven Gustafson with Stonewood Builders has submitted an building permit application for this property. Per the attached Sven believes his permit with the MCWD for demolition covers his new construction. If he is incorrect, please contact Sven directly and advise him what you need and copy me. Thanks! Christine� From: Elizabeth Brown [mailto:EBrown@minnehahacreek.org] Sent: Wednesday, May 27, 2015 5:28 PM To: Christine Mattson Subject: FW: 3928 Cherry Ave/ #2015-00507 FYI. Beth Brown Permitting Technician Minnehaha Creek Watershed District ebrown@minnehahacreek.or� 952-641-4504 � r� MINP�fHAHA G��fK WATER"�NEEY pI�TRl�CT From: Lauren Sampedro Sent: Wednesday, May 27, 2015 2:44 PM To: Elizabeth Brown;Thomas Dietrich Subject: RE: 3928 Cherry Ave/#2015-00507 Hi Beth, I don't think he has. Looks like the permit we issued was just a demo permit and was going to remain a vacant lot until Stonewood LLC bought/built on the lot. It was originally owned by Landshore Holdings LLC Lauren Sarnpedro District Representative 1 Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4580 �� MII+INEHAHA CRE�It WATER5M'ER Dt$YR6�i From: Elizabeth Brown Sent:Tuesday, May 19, 2015 6:03 PM To:Thomas Dietrich; Lauren Sampedro Subject: FW: 3928 Cherry Ave/#2015-00507 Lauren &Tom— Has Dale Gustafson been in contact about extending his demo EC permit for 3928 Cherry Ave for construction at the same site? Chris is wondering. Doesn't look like there's anything about that in the permit file—his permit and permit app both refer solely to demolition. Thanks! Beth Brown Permitting Technician Minnehaha Creek Watershed District ebrown@minnehahacreek.or� 952-641-4504 � '�.�.. MINI��NAHA CR�EK W'�tER$M'ED DI$TRi�T From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Tuesday, May 19, 2015 11:49 AM To: Elizabeth Brown Subject: FW: 3928 Cherry Ave/#2015-00507 Please confirm you have approved the new home erosion control under the existing demolition permit number as the builder states. Thanks. Chris� z From: Gustafson, Sven [mailto:Sven@stonewood.com] Sent: Tuesday, May 19, 2015 10:49 AM To: Christine Mattson Cc: 'rmsterns@comcast.net'; Lyle Oman; Melanie Curtis Subject: Re: 3928 Cherry Ave/ #2015-00507 Here is the permit card for MCWD. I've extended it for construction - same permit# and card. J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Gustafson, Sven Sent:Tuesday, May 19, 2015 10:42 AM To: Christine Mattson Cc: 'rmsterns@comcast.net'; lyle Oman; Melanie Curtis; Gustafson, Sven Subject: Re: 3928 Cherry Ave/#2015-00507 Christine - a. If necessary, we'll provide engineering for the retaining walls. We intend to try to keep them just under 4'. We'll provide engineering at the time of construction if needed. b. We will provide engineering for these walls. Is it needed construction? c. This will be removed. d. The neighboring property is under construction. Their walls are their business. This plan does not intend to change the plans that they have provided for retaining walls on their property, other than we intend to cooperate on the grading of a swale on along the property line to avoid 2 swales. e. The grade in this area naturally leans into the subject property. The base retaining wall will be shortened (if necessary) to insure that all water continues to travel south, on the subject property. The property to the north currently drains over the property line, into the subject property.... It's not really possible for the water to travel into the north property as the grade is proposed or as it exists. f. The home to the south was removed and replaced. The home under construction establishes the new most lakeward point for this property. See attached survey. This also depicts the retaining wall in question on item ��d�� 2. I had submitted these with the permit application, and they are again attached. 3 3. We will apply for separate permits for sewer disconnect (which was already done, inspected and permitted). and sewer reconnection. We'll apply for a landscape zoning permit. J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Christine Mattson<CMattson@ci.orono.mn.us> Sent: Monday, May 18, 2015 4:06 PM To: Gustafson, Sven Cc: 'rmsterns@comcast.net'; Lyle Oman; Melanie Curtis Subject: 3928 Cherry Ave/#2015-00507 Sven, Attached is a copy of the letter and attachments that is being mailed tomorrow. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physica/addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ �' 952.249.4620 � � 952.249.4616 � cmattson@ci.orono.mn.us � �fi www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,Auqust 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFF/CE WILL BE CLOSED: Monday, May 25, 2015 4 / Christine Mattson From: Gustafson, Sven [Sven@stonewood.com] Sent: Tuesday, May 19, 2015 10:49 AM To: Christine Mattson Cc: 'rmsterns@comcast.neY; Lyle Oman; Melanie Curtis Subject: Re: 3928 Cherry Ave/#2015-00507 Attachments: Cherry MCWD Permit Card.pdf Here is the permit card for MCWD. I've extended it for construction - same permit# and card. J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Gustafson, Sven Sent:Tuesday, May 19, 2015 10:42 AM To: Christine Mattson Cc: 'rmsterns@comcast.net'; Lyle Oman; Melanie Curtis; Gustafson, Sven Subject: Re: 3928 Cherry Ave/#2015-00507 Christine - a. If necessary, we'll provide engineering for the retaining walls. We intend to try to keep them just under 4'. We'll provide engineering at the time of construction if needed. b. We will provide engineering for these walls. Is it needed construction? c. This will be removed. d. The neighboring property is under construction. Their walls are their business. This plan does not intend to change the plans that they have provided for retaining walls on their property, other than we intend to cooperate on the grading of a swale on along the property line to avoid 2 swales. e. The grade in this area naturally leans into the subject property. The base retaining wall will be shortened (if necessary) to insure that all water continues to travel south, on the subject property. The property to the north currently drains over the property line, into the subject property.... It's not really possible for the water to travel into the north property as the grade is proposed or as it exists. i r �f. The home to the•so'uth was removed and replaced. The home under construction establishes the new most lakeward point for this property. See attached survey. This also depicts the retaining wall in question on item ��d�� 2. I had submitted these with the permit application, and they are again attached. 3. We will apply for separate permits for sewer disconnect (which was already done, inspected and permitted). and sewer reconnection. We'll apply for a landscape zoning permit. J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com From: Christine Mattson <CMattson@ci.orono.mn.us> Sent: Monday, May 18, 2015 4:06 PM To: Gustafson, Sven Cc: 'rmsterns@comcast.net'; Lyle Oman; Melanie Curtis Subject: 3928 Cherry Ave/#2015-00507 Sven, Attached is a copy of the letter and attachments that is being mailed tomorrow. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ `�' 952.249.4620 � c� 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 throuqh Friday,Auqust 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE W/LL BE CLOSED: Monday, May 25,2015 2 , R, r ��.� �-. . n . .. u.� � � � � cr�" � O � � � .. � � � �. .. .� � � -� � �. � � � � ` , � � � � � � � � � . � � � . � �, � „ .. � � �r � � � � � C " � � � � � � u� � � , ti . , 1—O� YO • CITY OF ORONO � ,�, Street Address: I Mailing Address: Telephone(952)249-4600 y�. � 2750 Kelley Parkway P.O.Box 66 I Fax (952)249-4616 l�kFs x o�ti G Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us May 18,2015 Sven Gustafson Stonewood, LLC 153 Lake Street E Wayzata, MN 55391 Re: Building Permit Application#2015-00507 3928 Cherry Avenue On April 29, 2015 the City received a building permit application for a new single family home and in-kind replacement of an existing boat house. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. The survey submitted dated 4-28-2015 is not to scale and appears to have an incomplete legal description. The City Engineer has reviewed the survey and made the following comments. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed) addressing the comments below. a. The site plan depicts a retaining wall on the north east side of the home. As depicted the walls are exactly 4 feet tall and exactly 8 feet apart. While this does meet the City's retaining wall standard, the slightest deviation from the plan may result in the requirement of an engineered design. Walls 4 feet or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. In the case of multiple walls, walls separated by less than 2x the height of the upper wall shall be considered one wall. b. The retaining walls on the west side of the home next to the driveway are 5 feet tall and require engineered designs. c. A timber retaining wall is shown on the survey in the to be graded area, is this planned to be removed? d. Grading and construction of a retaining wall is shown outside of the erosion control measures and on the neighboring property. The following must be submitted: 1. Written permission must be received from the neighboring property owner and the erosion control measures adjusted to cover all of the disturbed area;and 2. A zoning permit application for a minor land alteration for grading for the neighboring property. Please provide a calculation of proposed earth movement for the grading. Please note 50 cubic yards can be approved and permitted administrative within 75 feet of the Ordinary High Water Level (OHWL); over 50 cubic yards within 75 feet of OHWL will require council approval;and 3. A zoning permit application for a retaining wall on neighboring property. Please note the retaining wall appears to be within 75 feet of the OHWL and is not permitted. Please adjust this wall to meet the 75'setback. . , May 18,2015 3928 Cherry Avenue Page 2 of 2 e. The drainage swale shown on the northeast side of the house must be constructed in such a way as to keep the surface and roof runoff on the property and not deposit it on the property to the north. It is not clear how the water will move between the end of the retaining wall and the property line. Please clarify f. The average lakeshore setback appears to not be accurately shown on the survey. The average lakeshore setback is measured by showing the lakeward most points of home on either side of the property by a line drawn between them. The lakeward most point of the home to the north is shown, but it does not appear to correctly depict the lakeward most point of the home to the south. Please note any new proposed structure must be set back behind the average lakeshore setback line. 2. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Although hardcover calculations are shown the survey, please have the hardcover calculations prepared using the City's hardcover calculation worksheets. Attached is a copy of our hardcover information packet. 3. Separate City Permits Required for: a. Sewer disconnect b. Sewer reconnection c. PLEASE NOTE, NEW 2015 PERMIT REQUIREMENT: Prior to the commencement of � exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc., a Zoning Permit will be required. Your project may trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmatrson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO ,V��1,W Christine Mattson Planning Assistant c Sven Gustafson via email Randy Stern via email Lyle Oman, Building Official enclosures Christine Mattson From: Adam Edwards Sent: Tuesday, May 12, 2015 1:40 PM To: Christine Mattson Cc: Melanie Curtis; Lyle Oman; Jeremy Barnhart Subject: RE: 3928 Cherry Avenue/#2015-00507 Chris, I've reviewed the subject site plan and offer the following comments: 1. The site plan depicts a retaining wall on the north east side of the home. As depicted the walls are exactly 4 feet and exactly 8 feet apart. While these does meet the cities retaining wall standard,the slightest deviation from the plan may result in the requirement of an engineered design. Walls 4'or greater in hemght must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit. In the case of multiple walls,walls iess than 2X the height of the upper wall apart shall be considered one wall. 2. The retaining walls on the west side of the home next to the driveway are 5 feet tall and require engineered designs. 3. Grading is shown outside of the erosion control measures and on the neighboring property. Perrnission rnust be received from the neighboring property owner and the erosion control measures adjusted to cover all of the disturbed area. 4. Drainage swale shown on the north east side of the house must be constructed in such a way as to keep the surface and roof runoff on the property and no deposit it on the property to the north. It is not clear how the water will move between the end of the retaining wall and the property line. Adam From: Christine Mattson Sent: Tuesday, May 12, 2015 9:55 AM To: Adam Edwards Cc: Melanie Curtis Subject: 3928 Cherry Avenue/ #2015-00507 Adam, We have received a building permit for a new home and replacement of a boat house in-kind. I have noted several issues with the survey. Please also perform a review before I send comments to the builder. 1. Legal description not correct 2. Survey not to scale 3. Average lakeshore setback not shown correct►y 4. Grading shown across property line—needs separate permit and property owner permission/approval 5. Retaining wall shown on neighboring property—needs separate permit and property owner permission/approval 6. Is timer retaining wall shown existing or was it demolished with home? 7. Questionable silt fence location on west side if home Please review and provide comments before Tuesday, May 19`h. 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' ��' �. . � . . #�:..� Disdaimer: _. _ � � l ihis drawing is neither a legally remrded map nor a rvey and is not inrended to be used as one.This drawing is a compilation of records,information,and data 0 66 F2et e lou ced in various ciry,countY,and state offces,and other s affecting the area shown,and is m be used for refer ce purpos only.The Ciry of Orono is not O Bolton&Menk,Inc-Web GIS 5/11/2015 2:00 PM �Pt�.,�ihlr fnr anv inarcurarinc hrrein rnnrainPd City of Orono � Rotio� Hardcover Calculation Wo � Property Address: 3�t2� �(�.�rr. �,,,`_ s � '" G `'KFS��` Prepared by: �� Date: " " �� 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 Hardcover Item (Describe) Length x Width Total Surve (S uare Feet) (Example (Garage) (24'x 30') (720 S.F.) A -(� � 12 �z x Z-�` %y Z S6. 2 S.F. B �„�� 12 _ 7 ` �1 . S.F. C S.F. p S.F. E S.F. F S.F. G S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. p S.F. p S.F. Q S.F. R S.F. g S.F. T S.F. � S.F. �/ S.F. W S.F. X S.F. y S.F. Z S.F. 1 Total Existin Hardcover Sn S.F. Excludable Hardcover See Cit Code Sec 78-1684 : S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total LotArea S.F. Existing Hardcover Percentage [(3)=(4)] '3�� % (Proposed Hardcover next page) Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 16 ' City of Orono 4on�o Hardcover Calculation Worksheet Property Address: � sf G 3`I? $ cl.,�cr� Av�- �PY `'KESHoa` Prepared by: Dat 5✓4� ��I�.�ft�.1fSc�1 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover s uare foota e se aratel for each ortion. Key to Hardcover Item(Describe) Length x Width Total Surve (S uare Feet) Exam le Gara e 24'x 30' 720 S.�. A ��y<- �7�i�f� S.F. B � �Q�rct` �il2. S.F. C r 310 S.F. � h-t'�� o S.F. E � �' 0 S.F. F ;v-� cc S.F. G IG5 S.F. H � 6 S.F. � � o S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover ��6'7 S.F. Excludable Hardcover See Cit Code Sec 78-1684 : — �o o S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover — �a o S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 g66 S.F. 4 Total LotArea Se S.F. Proposed Hardcover Percentage [(3)=(4)] 1� ,7 °/, Packet Last Updated: January 2015 This is an information packet regarding Hardcover. 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(' � � Passive Moau6ctnrcr (' "� (' (,�, Po� IrtIQIOCICCd WItF1 CItI1BIlSl AC 1 . Moa�i °l86T�B GC�$C� /a?�41�tAo n��n�: �r�Q s�� . �.m c,p.��y;� ow�.m a��,a��t� Ratin or Siu 87U5: �(fJ� Gdlons: Tma�. Hw Lws: Hmt Oaio Locatiwi of ducl or system: s��«.n�,��.�� 66'f61 3�335 /� q� AfUEw SEER: // � �f(��.�6li ��1 tispF, /b cr�W.aa �, l �7� Ef6cieutv � cod� bed: ��'�� 1� Ctm's 'rtwrK3 duct OR Moehanlql Vo�RI{atlon System 'merel duct Describe any additional or combined hcating or eooling systems if wtalled:(e.g.two fi�maccs a eir Combuetlon Al�Sderla heat pump wiW gas bnck-up fumacc). Not rcq�ued per m�cwk Sdeet T Passive eat Recovm Ventilator(HRV) ci in c6ns: Low: Hi : / d Otha,describe Entt Recover Vrnriletw(ERV) iry in cfins: Low Hi : Location of duct or system: Continuous exheustin f s)ratod ce i in c5ns: �e�a,or�,es>,a�,;�: � O e - � a e ... crm�� C i cnntinuous ventilation rate in cfins� l Sd C ,n "row�d duclOR Total venaladon(intermimnt+�tinuous)rete in cfms: C�� '�d� Created by BAM version 052009 Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: http://www.dli.mn.qov/CCLD/PDF/sbc 1322 cert.udf �T110�I.8 Cer�i�cair �N�r c.�m,- Ua�e: N -Z�- i�,� sr�e A+ddres�s: 3�(2 K �h.a r�, l��-c� . Gontra�ctor Name- n�c.�.•�� Z Ltl �- l.i�aense I�srMbe� t� Trp�of In� Tjrye Lar�biosn �¢�e Zn�saa�ai�io� R-Irili�r Mak Air Raof Ca Cow�b��iow tir Wails W+�er t�d� Floor Duds OrEside oF Co�fi�anee� Rim]oist 7n�riar,E�eeeriar ar L�uC�a�inosel R-K�me Fa�wdatia�s Wa� I�ior;E�eleriar or Ir�tegra� A [E-�aQ�oir �GC sa��r,A�ei+i� ' c�eA� Pa�r A�tiMr F� Radw�Cantiol F I A+RJE Mode�l Crel�c�a/�leiat iosa i1�ea�ti � T � Plfo�del t l�aad dlaeatGar6� Cool' ]r tac�bTiio� Co+�inn�M� Tafa�/�t�an IMed�ar�ica! Packet Last Updated: January 2015 Page 19 .� , • Df►ectlons-The M►nntsota Fual Gos tode merhod to ealeulate to size cf a required rombustlon aropenMg,B mlled the�ATr. m�avtron aatp n,+ed�od. rbr r�►v oorestractlon,4h of steP s�s�a��"��o�. vtiG nPPmaxe,w��-s ResidenWi Com�►ur G�a��"a fer Fumua Boll�andlof Wa18r H�tsr in Samt SPeca yy�i:Compl�te wnred mmbwdoo'PP��informetion. Furt18CelBdler ��euvarc tnput ��(x1U Btulhr Dr+k Nood _��ed — oraowarva�d - WCiWHeeter. �� +D'ratVeM inWt:� `�D� Draft NooC `� or nowarvdrc ��o„y„ha�,p�tw,aad� / scep L•OdaAate the vaiWM OF the CO to��mD�nt oDBn1�8a CA5 YO�IIIiIE: "�1 TAe CAS Induda atl spam eo^^'a'° �xyy Y N L 1N M a CtoP d:Det6rminY Aif C1U11gH5 D'u tWW I�lifi[OTaDk El fause witl+M�thod 4b(KA1R M�hod1• o•hulto�t3�Ivalwshavebeu�fneorpOti�d qa e�SadudMaGwd- 1�Nt r of consm�cNo^or Add Is net buwn um m!� �pp II:DYt�lI1111C��YOlUi11[TOt Od�Aft.(00 NOT COVNT DIASC�VlM APPUANCES) M.StanGrdMethed ��pyt _ Bh�hY Topl Bn+/hr Input�au mmbusNon�PD�Isncas TRv: USE SI80d8fd MCd10d ca��n TaWe E-1 to MdTotal Rlquue0 Votume RRV) ItCASvdumelfromStBP21�Y�'�n��ppOY�ropeNeYsue . If CAS vdume thom Stqt�ts�ess tltOA TRY then go to 57�S. 4b.Knoum A'a Irfil�n Ri[e IKAHtI M�l��T�1NT DIRECT VEHT AP�tUW pU0 rotd 6tu/hr ceP�of 0�140n�d md O��t�� A USe Fi�MAsslsted APPBe��"'n M��a ES te lind fiVRA:�07.� it� RgqutfYd V01U�112 F7�Af5i5[!d I�A� O input��6tu/hr Totsl BW/hrinput cfiali t�ewsl drattePW�n� F� � �� lJ U58 NiLUfal diaft AppqN�ClL COh11M�T��EI tn tkW i Rlpulretl VOVum!PNwr�l dnk appib�ws l�N ' ��Q ��,. Toni aeawred vdume mnn .�.� „�. s�s� + o If CAS volume lfrom Step 11 k proa�t�Man TRV tt�n rro otrtdoor oPM��°"��' liCASYolumelfrom BNsrtbrnTRvN+en toST�i. �voluma step s:eekwaoe n�e ratic of a��n0t10�'•`D u,�`O�`�w � I.7 Ratio a Cn5 Vofume Ikom ShP 11�bY'�Ifrom St�p .�� a 6�3g Sa� z , � � ftq�6:tslNtet!RlduG10�FlG�l�l• �� pF.l. RF.iminusRatlo sslfad�sti°nstruTromouWdo• StaP 7:Caltulete�fiK1e wtdoor opeNnB InW+c Btu/hr rose�aswnr�Mwc a•��co,,,wss�ww�+��`m•g'"�cas iexCEptaftEcrve�'rt c��u.uonnvcaa�u+sa••�tuww: • �As supp p�•• n' TotalBtu/h*dhrkad 'J� �'� StaP 8�CaItUrAtE MMfit�ll GAQA� _ �� Ml�mumGOA�CAOAmu RF Nli"u�+m�A' x - t aamec�*lcAon) �(fpyuz, �r ui T� step 5:[alculate Comhu�3on nrc�pe^�8 �,.uamseer CpOD•1.i3m�d�D�dbY�sO�+��M'pamumCAOA U10D=1.73v MinN[MmCAOA� o ww Irxh In ake N �LakulDtion or Oiowv domta4 fdiow Prond'°'m in Sectlon l if d!!Uld.ALM Cdn bede��B G3oe. Pege 5 of 6 Load Short Form Job: Cherry Model '� H/n9h�$Qft' Date: Mar 27,2015 E n tire H o u s e By: Mike Horizon Contractors, Inc. 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Email:michaelstng�yahoo.com � • ' • • For: Stonewood � - • • • Htg Cig Infiltration Outside db(°F� -15 91 Method Simplified Inside db(°� 68 75 Construction quality Average Design TD (°F� 83 16 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 32 HEATING EQUIPMENT COOLING EGIUIPMENT Make Bryant Make Bryant Trade BRYANT Trade BRYANT HEATING AND COOLING SYS... Model 986TB60080V21 Cond 127ANA048"""*B AHRI ref 6491815 Coil CNPV*4824AL`+98(6"6,7*A)60080V21*** AHRI ref 6863980 Efficiency 96.7 AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 33250 Btuh Heating output 78000 Btuh Latent cooling 14250 Btuh Temperature rise 46 °F Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft�) (Btuh) (Btuh) (cfm) (cfm) B Bed 274 4221 1241 101 67 B Bed WIC 30 458 31 11 2 B Bath 128 727 37 17 2 Lake Entry 90 1090 548 26 30 Mech 682 5599 342 133 19 Game 289 3257 1741 78 95 Media 568 7359 3067 175 167 Bar 130 270 0 6 0 Wine 72 1600 115 38 6 Sunroom 304 14109 7709 336 419 Kitchen 342 2277 2270 54 123 Dining 272 3643 1765 87 96 Great 418 9837 5752 234 313 Support 49 1018 435 24 24 Pantry 42 0 0 0 0 Gear 48 1103 194 26 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. zo�s-,ap�-z��s:se:is � wrightsofjk� Right-Suite�Universal 2015 15.0 03 RSU07800 Pa e 1 9 ...rightsoft FIVAC\Stonewood Cherty Model M 8 B.rup Calc=MJ8 Front Door faces:SW .� Powder 48 1601 439 38 24 Office 80 1436 1076 34 58 1/2 Bath 41 1002 377 24 20 Mud 184 995 156 24 8 Foy 434 4860 1840 116 100 Entire House 4525 66461 29136 1583 1583 Other equip loads 0 0 Equip. @ 0.96 RSM 27970 Latent cooling 3365 TOTALS � 4525 � 66461 � 31335 � 1583 � 1583 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-27 18:35:16 � wrightsof�� Right-Suite�Universal 2015 15.0.03 RSU07800 Pa e 2 9 rightsofl HVAC\Stonewood Cherry Model M&B.rup Calc=MJ8 Front Door faces:SW � a..f�''" � ' a�,�' ��,' . � Directlor�s-fn order do det�r�mine the nwkeup ol%Table 50131 musi be frNe�put(�be�pw). Fpr most�►ew fnstoUotions,rnf wnn A wiN 6e oAP►oprlate.►iowever,J�otmosPhPrko!!y wented opplMnces or solM fuel apppancts are lrutoHed,use ihe oPP►oP►iote column.For�ihrQ dwnpl�s,see 1MC501.33. Plea�se rrotr,i�the moArup air quamity Ls rtegative,no addldona!makeup air wJIJ be required jivr vrrrDloilo,,if thr volue is posli/ve refer to TaWe 502.3.2 ond she thr opening. 7ro�s}er ihe cjm,size of opening and tYpt(riDund,rectortpular,jlex or rigidJ!o the last Jine of sectlon D. 7lrt make�up oirsupply must be instulMd per IMC 501.3.1.3. 7able.5�1.3.2 PROCEDURE TO DET'Ef�MlNE MAKEUP A1R QUANtTY FOR IXHAUST EQUIPMENT iN DWELLINGS fAd�t3onal mmbustlon air wW be far aombustioa aee KAIR metl+od for okuYuons One ar muhi�e power One a�muTtlp4 fatr One stmoSpYKricallY vent MWtlpl�atrno�phe�+apy vent ar�nct vent as�d appltencrs snd gas or oq appWnOe or yented ps Or ofi eppianas or no power vent or dbact vant a+Q c911d fud�pplbnee sppii�nx�or soUd fud tombustion appliaotes spplianus a�� Column t Cdunn D [dumnA Cdunn6 i. e)a�essuretxtnr 0.15 0.09 0.06 0.03 dm/s+� b1 cw�dtt�oned floor arca{�(indudie� a ri�5 unflnWud basements Estlmated House InBkntio�jdmy:(7.a l�� x Lb 2.E�cFFwwust C9p1dry aJ carrffnuous ext�ust�ordyventlqtlon cystam Icfn+k(not appNw6le m � balanad wniktlon s�ems w�h as MRV] b)dotAes dryer tdm) 135 135 135 135 �hood�eva��a tdml; G� (rrot appilo6ielf r�eircubttr�q,�br„ `4�U or If p�y,rd,naba�p afr u ebarips0y �— tnteriocked and m�ith en ac ��f n d18076 of ne�t br�est ext�+at rari� {rfml:bath fan typiplly �Ot c�U {not spplkabla if►e�utptln8 sy!!e^� •� w if powered makeup s1r�s elactrlaly AppEk�bie G'l lrneAodced end macdud eo�hwst 7otal Edeswt Gpadq(dm): I2a+2b+2c+2d 6 7 � 3.tubkeup AIr QuaMlty{dm) a)tetel exh�tut pp�dty(from above) � b!esdrnated hause M�iltratton(irom eb� y � Malcrup Afr quaMity(Cfm); [3a—3bJ ��f�►��.�� 3�ta. neaded 4.For mlk�up AIr ppenp�Slynj, m Tab1e SOi.42 0. use thk cdumn u tl�e sn oRh�than tan�dceed or a�her�olN wnoed pa or ai appuance o►If inerc are no combu�tion aPD�+ces.(Power rent and dlr�ct wni 7�ppi�m1y E!uud.1 B.Use thk aok,mn If there s one fan-mbL�d iPP�noe P�'+��B�•UDP�eiwK odwr Wn atinospheriaRY wnhd�p�Ya�m�y sko be In�+ded J G Use tM�aokenn�t1we ts one armos�eriWly ve�rocd(other tfian tan-a�sl�d]gas or oN eppUenae px re�tl�system or one sdW fult ipplinte. Q. tne this aotumn If tfierr are rt�uldple atmosphericauy reMed Bas or oN spp�nas+u�nt s c«nmon vEnt or If rhere are atrnospherla9y vented Qas or ai► ePP��aad soifd iud sppti�noes. �:�FomKlvartn,aaw,pcarncarc.boauu.doa Page 3 of 6 Load Short Form Job: Cherry Model �- wrigh#soft� oate: Me�2�,20,5 Entire House By: Mike Horizon Contractors, Inc. 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-50&9226 Email:michaelsing�yahoo.com � • ' • • For: Stonewood � - • • • Htg Clg Infiltration Outside db(°F� -15 91 Method Simplified Ins ide db(°� 68 75 Construction quality Average Design TD(°F� 83 16 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade BRYANT Trade BRYANT HEATING AND COOLING SYS... Model 986TB42060V17 Cond 126BNA030'""A** AHRI ref 6488436 Coil CNPV*3017AL"+gg(6*6,7*A)42060V17**` AHRI ref 6863601 Efficiency 96.3 AFUE Efficiency 12.5 EER, 15.5 SEER Heating input 60000 Btuh Sensible cooling 19320 Btuh Heating output 58000 Btuh Latent cooling 8280 Btuh Temperature rise 59 °F Total cooling 27600 Btuh Actual air flow 920 cfm Actual air flow 920 cfm Air flow factor 0.018 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) (Btuh) (Btuh) (cfm) (cfm) Bed 3 240 4462 1600 81 81 JJ Bath 84 1331 390 24 20 WIC 3 56 102 59 2 3 Bed 2 165 2622 1366 48 69 Mstr Bed 403 8655 3110 158 158 Laundry 96 1315 575 24 29 WIC 2 45 82 48 1 2 Bath 4 71 1473 411 27 21 WIC 4 36 66 38 1 2 Play/Hall 449 5170 1929 94 98 Mstr WIC 165 3716 656 68 33 Mstr Bath 192 3501 1802 64 91 Bed 4 168 3122 1313 57 67 Craft 583 14813 4843 270 246 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-27 18:34:33 � wrightsoit� Right-Suite�Universal 2015 15.0.03 RSU07800 Pa e 1 9 ighlsoft HVAC\Stonewood Cherry Model second.rup Calc=MJS Fronl Door faces:SW � - Entire House 2753 50431 18139 920 920 Other equip loads 0 0 Equip. @ 0.96 RSM 17413 Latent cooling 2405 TOTALS � 2753 � 50431 � 19818 � 920 � 920 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Apr-27 18:34:33 �� w+rights4f#� Righl-Suite�Universa1201515.0.03 RSU07800 Page2 ightsoft HVAC\Stonewood Cherry Model second.rup Calc=MJ8 Front Door faces:SW �� DATE TIME CITY OF ORONO CALLED IN INSPECTION N TIC� , O��SCHEDULED - �`J1/� . PERMIT NO. COMPLETED ADDRESS �� /�Y—�'�� OWNER TELEPHONE NO. CONTRACTOR a ti )'1i?rI � DESCRIPTION `'` / � �`--G��'� 11� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: a �h�� J O �. � O � � W � � Q � 2 W � W � J d W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Call for the next inspection 24 urs in advance. 2) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice c -� �-- ,� p�D ATE I S TIME CITY OF ORONO CALLED IN �J INSPECTION TI FY SCHEDULED /4— �2 3-�5 �' � PERMR NO.�� COMPLETED ADDRESS -3 �� R C�✓Z�l �'V`P�l�c_P OWNER TELEPHONE NO.�'a' �b7"a�70 CONTRACTOR LL `�� DESCRIPTION 4~j ❑ F OTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGlFILLtNG y FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 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 � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �b�a-�Z � �u-V'�/�.° �/ /5 W � � � J � � r � �O W � Q � W � W � J W KSATiSFACTORY:PROCEED ❑PROJECT COMPLETE a RRECT WORK S PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑OORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WFLL REfURN � ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advanoe j 249-46�� OMrnerlContractor on site: Inspector: White CopyMnspector's File Cenary CopylSMe NWice �� L��r" ' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � ;� : �� PERMIT NO.�--r�..��COMPLETEO ADDRESS �CI � � ��--�Z'�,c 1 OWNER TELEPHONE NO. � Z'-Z��"Z(F7 CONTRACTOR r o y � �,c�`,[�d_ � DESCRIPTION �-��'�I� l�C�! � :�� 2C,� 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILL� Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z v ❑ DEMO-SITE ❑ TIC INSTALL � OWNERICONTRACTOR TO MEEf • YES_NO _ ` � COMMENTS: •�av �� s�4..G D��`i� �o� $��-slc�e✓%...-.. a I r� jJ'��c�5 rov w� t �I.c��✓a.-� - d r�l�tts �- j �'/it 4'�!�iC� S t�I•�6��6J�C 0 � (� /�ro v�4 e n tid�-w�s�f.� - t��. L.�. • �S/ �ri-.�,�P�.K . ° �r��0 �i.r re.D oti6 �.i�/ �,:, „,.��L_ �� - � Q "' �l,�, �O�e� t � � f"v�o d j 'c!�S e �h iy.w- c��n.Q� � b�r w�eG� _ ��• ,,._ � - . . Z � lspa... l��c cw ✓ob� �... W 5�t...� /'6v M-a ✓�-)O�s. WGplrc�-r�,a �i��.� w�� iwSuL � � �a�P✓ � a W ❑ RKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOH WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: ��'� Inspector. �`'^-' White CopyAnspector's Flle Canary CopylSite Notice � t� � � c� � [� � 1,��DATE� TIME CITY OF ORONO �A LE�� " INSPECTION NOTICF —ECHEDULED �� /�_�? PERMIT NO. �, '�:�7 ..JMPLEfED ADDRESS �� Z � C- ��Q�J�-�-I A-�-'-e OWNER TELEPHONE NO.C.O�Z �' ��-�� CONTRACTOR � , _ �.L � DESCRIPTION ��i_.T � �i l AS�J �-17�1� , ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILL NG Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTI� � i ❑ F MING ❑ MECHANICAL FINAL ❑ RATED WALL � NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ��Q�� J ❑ FI L ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑�TIC INSTALL � OWNERICONTRACTOR TO MEc�U: YES_NO � COMMENTS: o� W a � J O � � O � W � Q �. � Z W � W � J O W RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours' advance. (952� 249-4600 OwnerlContractor on site: Inspector. ` White Copyllnspector's File Canary CopylSite Notice �� C.�%� DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �' PERMIT NO. �--D�j �O`�%� COMPLETED ''j,[�nl i5 --��— ADDRESS �� Z-� C'��1��'`I � OWNER TELEPHONE NO. �SI '��l`DI(}z CONTRACTOR �� DESCRIPTION �' � � '� �� ' � l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINA Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIK y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ WER HOOK-UP ❑ HARD COVER REMOVAL � ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: 'YES_NO c�., COMMENTS: a �/14'(`l Y�T��C. `- / ✓l L�L GYr' �P. � J ' O �. � O � W � D � Q �Z -c.— ev� �u �n WN„/ rt�t�s�l / �'�.Lls�cc`�/CCI� � J W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CA�L INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContra on site: inspector. White Copyllnspector's File Canary CopylSite Notice �/��` DATE TIM E�// CITY OF OROI�to CALLED IN � ^�,� INSPECTION�QJ�CE_'rh � SCHEDULED � �:.`� 1 PERMITNO.LU��J-�>« COMPLETED ADDRESS Z- OWNER TELEPHONE 0.��' S87'�3R CONTRACTOR � � �0 � D CRIPTION ��T-f /�� ly FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ WER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ EPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTFiACTOR TO�: YES_NO � COMMENTS: a C�'' � � � O � � _ O �—' � W 2 Q � 2 W � W � � W ORKSATISFACTORY:PROCEED O PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca�1 for the next inspection 2a ho rs in advance. (J 2) 249-4600 OwnerlContractor on site: - - Inspector. White Copyllnspector's File Canary CopylSite Notice �'� DATE TIME✓ CITY OF ORONO CALLED IN INSPECTION NpTICE SCHEDULED ' -�L�� PERMIT NO. �}<�� COMPLETED ADDRESS �C ��"� < �� t OWNER T EPHONE N0.7�'� - �� 7' �3v �_. � �,� CONTRACTOR >; DESC IPTION �/�G� '��I � �� ''`� �_-�yy � � ❑ OTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_NO c�.� COMMENTS: � W a j � O '� �. � O � W � �� Q � 2 � � � ' W � � � d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR W{LL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Ca11 for the next inspection 24 ours in advance. g52) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notiee �, �� DATE TIME y C �� ; CITY OF ORONO CALLED IN INSPECTION N�TIC� SCHEDULED ��`'�j _� PERMITNO. � �� D�S�� COMPLETED ADDRESS � �GI� 7�` '`Z-'�Z =-! — C'�:" OWNER TELEPHON O. ? ^' CONTRACTOR �d � DESCRIPTION bL�"r�p �,��a �,( �- �� ll� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �OURED WAIL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAI ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL �.,J ❑ DEMO-SITE ❑ PTIC INSTALL ❑ FOUNDATION/REMOVAL �Q OWNERICONTRACTOR TO MEET YOU: � YES_NO �—� COMMENTS: a � � /��'1 Z.�%(�— Z� ,� - �f� � (1If t�l � �,�G�O �u.�.�/J�.;s l��cr �a� ° --�'� � �G4-� -�-� ls�c _ �� 4- k/ � � � '� /1GJ�i�-cLb�..:c� W �04�/�4�3iC ` rlQ��- � �IJL�� ?'D/Wtf ri�✓ � 6� � Du� � �✓O$�D'� �Oi'tL`io�' I�G � "l�fv��l�'l�/P l�i�OS�"" Go n�i6[ �rG"� �t d � Oh 24ft $� G �o o w ✓Q � � W C�WORK SATISFACTORY:PROCEED r-U,wb f.F �.� ❑ PROJECT COM PLETE W �EORRECT WORK 8 PROCEED �jOs6T"i�py�i�❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITiON WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED_CALLTO ARRANGE ACCESS. Call forthe next inspection 2a hours in advance. (952) 249-4600 OwnerlContractor on site: ��f''�Z�LLa Inspector. 1 White Copyllnspector's File Canary CopylSite Notiee � � C� DATE TIME � � CITY OF ORONO CALLED IN �.__�� INSPECTION TICE � SCHEDULED PERMIT NO. �" COMPLETED ADDRESS ��2� � OWNER TELEPHONE NO?� ` ' � CONTRACTOR � � DESCRIPTION � �ur��l I/�� a l 1 �e,� �f.�, � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �.2L11JRED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ TIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO�EET YOU:�YES_NO � COMMENTS: a �� r� � � � _ O ` - n L � G-Q "( LJ/l�K f C�d�l�7 �� /K�S,l�c..Z��ar- O � W � Q � 2 W � W � J W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY �p�AaFiRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑ TOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ECTION REOUIRED. - Call forthe next inspection 24 hours in advance. (952) 249-46�� OwnerfContractor on site: Inspector. White Copyllnspector's File Cenary Copy/Site Notiee EXiSTING HARDCO VER Hc�usE PROPOSED � �� _ ^ _ � _ � HOUSE = 3344 SF �6�� T � � -1 7� ' FPaRCH -- 312 SF ��`�' � ��p�! �' , DECK =3 �4 SF ` �'� / � � f �;�^� f i / ,'" Pi� 7'l�.S --- 4,J(� 5'�' �-��/ .: �� Q�- Q `�`v f,! �'�� ,. 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AlL EXTERIOR WALLS ME TO BE CONSTAUCTE�IN ACCOR�ANCE WRH hIE FOLLOWING CRITERIA,U.N O..WHICH MEEf50R CONCREfE FOOTINQS: Fc=5,000 PSI p 20 DAVS(OR 3,500 PSI WIT}I AN MPROVED Stonewood, LLC CONSTRUCTION IS TO BE DONE IN ACCARDANCE WITM iHESE DMWINGS.STANDMD INDUSTRV EXCEE�S THE REQUIREMENTS OF CADE SECTION R602.10.4 WSP AND CSWSP. ADMIMURE THAT PqOVIDES A WATER ANO VMOR PMCTICE,ANU THE REOUIREMEMS OF THE CAUE. A 2x8 STUDS SPACED @ 18'O.C. RESISTANCE r1T IEAST EOUIVqLENT TO 5.000 P51 CANCRETE 153 East Lake Street B.FXTERIOR SHEATHING:�e'STRUC7URAL PqNEL SHFATHING w/B(!NAILS Q 8'O.0 AT PANEL EDGES r1ND 17 O.C.AT CANCRETE WALLS: Fc�3,500 P51�2B DAYS OENENAL NOTES INTERMEDIATE SUPPORTS OR 1�'18 GAUGE STMLES�3'I B'SPApNG. REINFORpNG STEEL: ASTM A815 GRA�E 60 Wayzata,MN 55391 . 1. THESE DOCUMENT$APPLV TO STRUCTUML ONLV.REFER TO HOUSE PlANS PFEPARED BV 2. ALL INTERIOR WALLS ME TO BE CONSTRUCTED IN ACCARDANCE WRH THE FOILOWING CRRERIA,U.N.O. STRUCNRAL STEEI: ANGLES�MISC-ASTM A76(Fy-38K51) ALEXANDER DESIGN GROUP FOH MORE MFORMATION. A.2[<OR Hc8 STUDS SPACE�@ 16'O.C. NBES-AS7M A500 Gr.B(Fy.CB K51) 2. R IS THE RESPONSIBILfTV OF THE BUILDER TO PflOVIDE ALL FUTURE VLAN CMANGES TO THE WINSON B.WALL SHEATHING:J4'MIN.GVPSUM SHEATHING FASTENED TO FRAMINO w/Stl COOLER NAILS @ B'O.C.MA%.OR TVPE SM' W SECTIIXJS-ASTM A892(Fy�50 KSI) GROUP FOR REVIEW.IF FINAL TAU55 UYWTS VARV FROM T/q$E SHOWN ON HWSE GUNS OR WALLBpApD SCflEWS Q 18'O.C.MAX.(Ya'MINIMUM SND PENE7RATION) AGGREGATE: FOOTINGS�1Yi'MAX THESE DRAWIN0.S,NOTIFV ENGMEER. 3. ALL FLOORS ME TO BE IN CONSTRUCTED IN ACCARDANCE WfTH THE FqlOWING CRREHIA WALLS/SIAB$-�'MAX 3. ADEOUATE SHORINQ DURING CONSTRUCTION IS TME RESPONSIBILITV OF THE CONTRACTOR. q,�ppR FRAMING SPACED AT A MAXIMUM OF 21'O.C. ON-SRE SOIL: SANDV-CUV(GROUP II ASSUMED�: Revislon Deta De6dlp�iOn ' t. CONTMCTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDRIONS BEF01iE PROCEEDING 8.FLOOR SHEATHING:�'STRUCTUHAL PANEL SHEATHING w/BE NAILS�8'O.0 AT PMIEL EDGES AND 1F O.C.AT IIRERMEDIATE '�e=45 PSF/Ff(ACTIVE) WITH WORK.NOTIFV THE HANSON QRWP IF�ISLREPMlCIES ARISE. SUPPORTS. IF HEAW CLAV SOILS ARE ENCOUNlERED, 5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILIT/OF THE COHTAAGTOR. �. ALL ROOFS ME TO BE IN CANSTRUCTED IN ACCARDANCE WfTH THE Fq10WINO CRRERIA SAND SOILS ARE TO BE BRIXICM IN A.ROOF FMMING SPACED AT A MA%IMUM OF 21'O.C. GRANULAR BACKFILL: SAND(GROUP I AS REO'D): f-0UNDATION NOTES B.FASTEN ALL ROOF FMMIN6 TO TOP PUTES WRH USP RT7 OR SIMPSON M2.5 CLIPS OR C-0UIVALENT AND(3)BE TOENAILS. r s 3p PSF/FT(AGTIVE) (12)�.131'0 x 3'NAILS 1. �MIN TILE,DAMPPROOFING ANUNN WATERPROOFING,8 INSUUTION,h5 WELL AS TNEIR C.ROOF SHEATHING:Ys'STRUCTURAL PANEL SHEATHINQ w/BE NAILS�e'O.0 AT PANEI EDOES AND 12'O.L.AT IMERMEDUTE W�SN�S(10'OR IESS): SPF STUD GRADE OR BEffER INSTALLATION,ARE TO BE IN ACCORDANCE WRH THE CODE. SUPPORTS OR 1�'16 Gr1UGE STAP�ES�3'/6'SPACING. WALL STUDS(OVER 10): SPF NO2 GMDE Ofl 9ETTEH 7FIRU SHEATHING TO 2. INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLAiE AS WELL AS AN ANGHOR WfTHIN 17 5. ALONG LENGTH OF WAL1S,LAP WALL TOP PLATES A MINIMUM OF 24'ANU FASTEN TOGETHER WRH(8�ifid NAILS IN LAP ZONE.AT SIMPSON A75 CLIP EACH BLOCqNG OF EACH END AS APPLIGABLE. CORNERS AND INTERSECTIONS,LAP PUTES AND PROVIDE(2)l Od FACE NAILS. DIMENSIONAL LUMBER: SPF NO2 GRADE OF BETTER SIDE OF BLOCKING w/ 3. BAR SPLIGES ARE TO BE UPPEU A MINIMUM OF 48 BAR DWAETEFS.PROVIDE 48'AUTCHING HOOK 6. ALL HEADERS AFE TO BE MINIMUM(2)2a10 LUMBER UNLESS NOTED OTHERWISE. TREr1TED LUMBER: SVP NO2 GMDE OR BETTER (6)Btl x 1yz'NAILS EACH BARS FOR ALL HORIZONTAL BARS AT WALL CARNERS AND INTERSECTIONS. 7. (2)9�10 MEMBERS SNOWN MAV 8E SUBSTRUTE�WITH(2)1'I'K N.'LVL OR(])1if'c 5'h'LVL AS REOUIRED. LSL: 1J4'WIDTH-1.3E OR BETTER LEG OF CLIP {. CME IS TO BE TAKEN DURIN6 BACKFILLINO TO MAINTAIN A PLUMB WALL ALIGNMEM. B. ALL DIMENSION LUMBER HEADERS AND BEAMS ME TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH ENO ANO T40 AT ��' 1�'WIDTH-1.9E OH BEffER 5. BACKFILL BELOW EXTERIOR STOOP SUBS WfTH GOMPACTED ORANULAR MATERIALTO FRQST�EPTH INTEflMEDIATE SUPPORTS.ALL LVL AND GIflDER TRU55 BEAMS AND HEAOERS ME TO HAVE rl MINIMUM OF TWO BEARING SNDS gEpp NG PRES4URE 2,000 PSF(ASSUME�) � TRUSSES BV (I'-0'MINIMUM�. AT EACH END.9-PLV MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END UNLESS NOTED 07HERWISE SEE 7/St FOR SUPPLIER Q B. PRIOR TO BACKFILLING,HOUSE FOUNDATION WALLS ME TO BE UTERALLV SUPPOq7ED BV FLOOR ADORIONAL BEARIN(i STU�S ARE NOT REWIRED FOF LVL SU&STfTIfTED FOR STANDARD SAWN LUMBER.ALL BEARINO ABOVE IS ��A� CONCRETE 4 2P O.C.MN(. SVSTEM AT TOP AND SLAB AT BOTTOM OR BV ADEWATE TEMPORARV BRACING. UNLESS NOTED OTHERWISE ON PLANS.TRUSS SUPPIIER IS TO VERIFY GIRUER TRUSS BEARING LENGTN AN�SUPPOFiT yypLL qp�p � ROOF LIVE LOAD: %PSF(SNOW) REQUIREMEMS. MlCMOMGE I PUNs SHOWN LIGHT IN BACKGRWN�ARE FOR ROOF DEAD LOAD: 15 PSF 9. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL NEIOHT KING S7U�AT EACH ENU.EXTERIOR OPENINGS GRFATER ypppD FLOOR 11VE IOAD: GO PSF INFO (2�9t4 BLOCKIN4IN LOCATION REFERENCE ONLV.PUN NOlES AND THAN SIX FEEf IN WI�TH ME TO HAVE A MINIMUM OF TWO FULL MEIGIR KINO STUDS AT EACH END,D(CEPr�T T11LL W�LLS AS 'I ELEMENTS SHOWN LIGMT MAV NOT NECESSARILV i WOOD FLOOH DEAD LOAD: 15 7Sf FlRST 3 SECOND TRUSS NOTE�.EXTERIOR OPENINGS GREATER 71UN TEN FEET IN WIDTH ME TO HAVE A MINIMUM Of T11REE FULL HEI(3HT KING SN�S�T WIND LOr1D' 90 MPM EXP.8 SPACES�21'O.C. SUPPORT THE HANSON GRW P'S DESIGN. EACH END,EXCEPT AT TALL WA1.L5 AS NOTED.MULTI�SPAN HEADERS WRH INTERMEDLITE SUPPORTS ARE TO HAVE KING STUD � �__ ____ .____._ _J WANTRIES FROM FULL BEAM LENOTN. �p� 10. ALL CONNECTIONS ARE TO BE MADE WITH ADEOUATE SIMPSON,USP OR EOUAL JOIST HANGERS.CLIPS.POST CAPS,ANO POST pp�5 MINNESOTA RESIDEMIAL CODE BASES.CONNECT MULTIPLE MEMBER LVl'S TOGETHER IN ACfAflDANCE WITH MANUFACTURER RC-0UIREMENTS. JQ0 x 10'LONG ANCHOR 11. ALL EXTERIOR FRAME WALLS ME TO BE DB SNDS(MINIMUM)AT 181NCHES ON CENTEH UNLESS NOTED OTHERWISE ON HWSE ABBREVIA7qN4 � WALL SECTION FRAME WALL ABOVE �TS(T MIN.EMBED) PUNS.IMERIOR BEARING FRAME WALLS ARE TO BE MINIMUM 9�8 SNDS AT 161NCHE5 ON CENTER UNLESS NOTED 07HERWISE ON 7yp, � 7ypICAL 51 TVPICAL TOP OF WALL Q 72'O.C.MAX.OR HOUSE PUNS.ALL EXfERIOR WALLS ARE TO BE SHEATHED WfTH'/�e'PLVWOOD OR OSB. SIM. = SIMILAR PAMLLEL TO FRAMING MAINT�IN e'MIN.STEM WALL EOUIVALENT METK 12. ALL BEARING POINt OH POST LOADS ARE TO BE BLOCKED SOLIO TO THE FWNOATION. U.N.O. . UNLESS NOTED OTHERWISE �INCREASE HEIGHf AT FRONT STRAP ANCHORS 13. STEEL COLUMN TOP AND BOTTOM PUTES(R�30 KIPS)ARE BV THE AUNUFRCTURER.STEEL SHEAR CUP CIXJNECTIONS(R-30 MIN. = MINIMUM GARAGE WALL RS RE�'D) qPS)UNLESS NOTED OTHERWISE ON HOUSE PUNS)ARE BV THE MANUFACTURER. Mqx, . Mqx�MUM SLAB-0N1'iflADE 11. PSL POSTS ME TO BE INST�LLED WfTNOIf�BLOCKIN�.CUi TO FfT.FASTEN S7EEL BEAMS TO PSL POSTS w/µ)Xa'x b' O.C. . IXJ CENTER SILL PUTE AND ANCHORAGE �14 HORIZ.BAFi�TOP OF WALL STfiUCTURAL WOOD SCREWS. SEE 1151 NTS - NOT i0 SGV.E � : - 15. DPOPPED AN�FLUSH NOTES AHE FOR REFERENCE ONLV,VERIFV WffH HOUSE PLANS.DROP BEAMS TYPICALLV REFERS TO ADD PUTES UP TO TO 6•MIN. BOTTOM OF BEAM FLUSH WITH BOTTOM OF FLOOR SVSTEM. ��T. - GIRDEN 7AUSS FLOOR SHEATHINO rROOR TRUSSES BEVOND _ - - 18. ALL OTHER FASTENERS TO BE IN ALCAR�ANGE WfTM CAOE TABLE R802.3�1). I - I I I I I a CONSTflUCT RIOID FRAME 2'LEDGE r-o• /S SHOWN IN � -SIMPSON A35 CLIP EACH SIDE OF � ��.a.,, TRUSS w/(B)Bd z tYi'NAILS EACH § ..�� - �- � SLOPE GM�E AWAV �� - �� ..,.- � - _�LL . '�}"$= . - - - - :.- - - �. � FRAME WALL RBOVE LEG OF EACH CIIP µ -0 HOOKS�2!'O C MAX . FROM FOUNDATION �pNCREfE WALL ��7 I DGSILLPUTE ` � � �'WIDExB'DEEPMIN. E%TEND FOOTING FOR '�(Z)��Z L� �� FJ�IBEDDED IN FOUNDATION , N z 2-0'DOWELS Q]2'O.G. CONTINUOUS CHIMNEV � ; �R� � O,q[}� (2xB w/7 MAX.OVERHANG) M/ALL d CAST IMO STOOP SLAB (5'MIN.EMBED)CENTERED IN WALL SUPGORT-PHOVIDE SOLID 'yp � 8� � 9TAIN�MELL �CFEfE STAIP FOOTING • MIN.' TOP-CHORD BEAflINO GENTERED UNDER WALL TRUSSES BV SUPPLIER BIOCKINGTHROUGH +ES' n SEEARCH.FORSIZE FLOOR SVSTEMS AS RC-0'D � �.�,�,g' � ..�. �12e�18'O.C. FO r�adSTRUCT PORTAL I I I�I I I � �2!'O.C.MAX. �TE i wR LEDGE AS RC-0'i �I�EPIOR LIEDGEEM WALL 4, y = ?;l� r�, FRAMEASSHOWNIN 'I SEEFMMINONOTE56 I � WALL SECTION ` ' p$� L"'I � AND]ON 51 FOR SLOPE OMDE AWAV FROMJ SEE 4/51 FOR LEDGE CONDRIONS 51 WALI(OUT FOUNDATION Wr1LL r y TVPICAL BEAM AN� FW N�ATION � I e�' CONSTRUCT POfiTAL �o I NEADER SIZING ` . USN � p . I �E AS SFiOWN IN � .... I . . _ 10'MN.C.I.P.LONCIIETE WALL . ... /4'0 ANCHOfl BOLT . 7 F2 ;;�:. . _ _ _ NUT 6IN TH�K x 7 , BEAR STEEL fi'MIN.BRG I - "-' '--'--""- ��T�� - - x• � WALL SECTION I CONCREfE E%TEND FOOTING FOR 00R S�UAflE 7 STEEL BEAM - SEENSI - .,,,.�L� . (Z��.�� 'r� �q�� CONTINUWSCHIMNEV WASHER@21'O.C. S1 TOPOFW1ILLAT (S�P�) � U.N.O. � 5 7 � REINFORCED STOOP '- � ea4' � SUPPORi-PROVIDE SOLID VERT.BAR OPT10N5: ;� ��5 - (2)1e'0 x 6'WET SET � . I aem - �+ a BLOCKING THROUGH JIS BARS�18'O.C.OR BOLTS OR SIMPSON �� f� I� 7 �K 7 PSL - , 3 � FLOON SVSTEMS AS REO'D �8 BARS @ 2<'O.C. TREN HD OR EPDXIED i �. �:f �' - ... ��l. THREADEDROD ' _ / OI , -/� POST-INSTALLED P , .__ _- .. I� �� PSL ANCHORS x ��z� BOTH ENDS �I � PSL t F2 � �z ] �� W��s� ,�f-'1 F3 F3 (9)1<'LVLr� �PSI W16zSt la� 6'MIN.BRG DROP _ . . pq�.Iv FLUSH � - SEEfl51 " , = a� --;IY HORIZ.BAHS Y!0 ANCHOfl BOLT(/'MIN EMBED) ' f� _J I - I . , 6 SEE�/51 � vsi L-� � �-_�F� � '�... �e+.raooweus �2�O.C. w/NUTSJ67HICKx200R . � �l� v � STOOP FWNDATIONS TO f 7Y O.C. SOUARE WASHER�26'O.C. e DETAIL J - I 51 I, ,� I � I�BE FULL DEPTH THIS SIDE �5'MIN.EMBED) � ' . I .F. . I I i I A0.IACEM STAIRV/ELL 2v8 MIN.SILL PLATE- B�OOR PRER ES S1 EN�OF STEEL BEAM TO �. I \II 9 - I (�8 w/2'MA%.OVERHANG) �ONCRETE�NNECTION ' �I pT i �V ' 'I I � 20'WIDEtB'DEFP- � �24'O.C.MA%. Mpry.gqp. - I i 'I MIN.CONCREfE < � +�'�� - :.�� Z � � ^. � I I \ � - ' M in� � STRIPFOOTING -SUB�ON{iFUDE 6 � . ' . __. I '�I MIN ' ' yFp _ I j I PROVIDEA�DITIONALB' ' _ J `��w �<� - MIN.CROSSWMI o I I-I I II I _ � Q` SIMPSOIJ/u15 FRAMING . . �'.f .i� BETWEEN HOUSE _ AN(3LE EACH SIDE OF FW NDATION AND STOOP TAUSS w/(8)�z�Ke'�IIS ,� �, � �� i� ° / �' -' ' �. � WALL AS SHOVRI. EACM LEO OF ANGLE I / . ALL IMERIOR STRIP� � �- �� - :.1 F0071NGS ME 70 BE � �`-��. -- - :,,, � � ,,,. . ��. REiNFORCE wise I hereby certity Ihel tl�is plan,specd¢a4on or i .._ __- - .--. _ .� ...- i HORIZONTAL BARS�2�• � BpOfl /:� 20•THICK x 8'DEEP � - O.C.w/MATCHING HOOKS was prepared by me or under my drecl supervisian �i ai J L_, �_ _ nao wrEasEcru� �z� WALL SECTION I a�a mat i em e a�ir uceosea�nress�ooai eog�oe� WALLS S7 HOUSE FOUNUATION WALLw/ UIWef�he 18W5 of thB&18te ne5o�2. /�� `_ ��' �"� � NHORIZBMSp21'O.C. SEE 1/$2 FOR GARAGE ' - TOP GHORD BEARING TRUSSES �� . / /�� FOUNDATION SECTION � PROVIDE w/M4 B'MIN.C.I.P.CONCREfE WRLL � Slgned: N4 4'-0 MOOKS @ 24' 7-0' SIMPSON A35 CLIP FJ�CH @ REAR GAMGE WNLL CUT LOCATIONS � ) HOHIZONTAL BARS�?A' � AT NON-BFARIN(i � � -� ' O.C.MAX BOTH END OF SIDE OF BLOCKING w/ � I 10'MIN C I P CONCREfE WALL % y�� ry O.C.EACN WAV IN SLAB SIDE WALL,EXTEND @ LEFT GARAGE SIDEWALL P��Name: Trevor Aaner REINFORCE�SLAB b THIS SIDE A�JACEM (6)BC x 1Ya'NAILS EACH WALL FOR HIGH � SECTION LEG OF CLIP STAIHWELL GM�E SEESBI •.°.- i .' p�'P � . ._._ . ... - Dale: 4-24-15 License Number: 45470 (I y.LOU£R LE VEL FLOOR PLAN VERIFV TOP OF SLAB ELEVATION- VERT BAR OPTIONS: W�r '.�/ '��-•�� - �� 8 INSUUTION REQUIREMEHfS w/ NS BARS�18'O C.OR /`'ij '7(� � �FIxT-0'UOWELS@]70C. d H W SE PUNS (12)0.131'0 zT NAllS (5 MIN.EMBED) 7 ��S�24'O.C. ��// � .M x�'-0'HOOKS @ 2P O.C.MAX.- THRU SHEATHING TO EMBEDDED IN FOUNDATION g�pCp� I WALL 8 CAST IMO STOOP$LAB 7-0' �H SLAB�ONGRADE I � REFERENCE PLAN I� a TRUSSESBV - � �'°"°m°'�,',� 5� LOWER LEVEL PVW SMOWN FOR CONCRETE PAD FOOTING SCHEDULE 5 E��R SUPPLIER� Plymouth,MN SSM1 LOCATON REFERENCE ONLV MAR1( FOOTING SIZE �EINFOflCEMENT EACN WAV '� IEDGE AS RC-0'0 a 21'O C.MAX. TN 612-]0&35]2 F1 {'�8'x Y-6'M 1'-0' l5 BARS @ 12'O.C. O �'�'�'h��.� F2 3-8'x 3'-B'z 1'-0' i5 BAHS�17 O.C. � SEE 651 FOR� 20•WIDE x 8'DEEP MIN. d fANCRETE (p)�4 BLOCKING IN CONCRETE 57AIP FOOTING F3 Z-0'z 7-8'z 0'�8' IS BANS�12 O.C. O WALL AND FIRST d SECON�TRUSS LOWER r15 REQD FOR FR0.ST ANCHORAGE SPACES�2�'O.C. PROTECTION IF SPACE HAS 4 F4 7-0'%7-0'r0'-8' NONE b INFO POTENTIALT08EUNMEA7ED MAIMAIN6'MIN.STEMWALL Gustafson Residence I LOCATE REINFORCEMEM 3'FROM 7ME BOTTOM OF FOOTNO b w/E%TERIOR LEDGE 3928 Cherry Avenue � Orono,MN � WALL SECTION / / S1 TVPICALTOPOFWALL � WALL SECTION � ? C. (.�� /� / C.~ 1 �� `..-.7 PARALLELTO FRAMING � L_ � • S1 C.AMGEFOUNDATIONWALL -'� � � ' Pro�ect NumDer 5.155 A � Date: Mr1124.2015 =- Sheeu: 1 of 3 V mCOPVRIGHT HANSON GROUP,LLC 2015 HAND-FRAME EVEBROW MPROXIMATE LOCATION OF CHIMNEVS,7HE FOLLOWING GENERAL OVER 9�B's�16'O.C.OR 6UIDELINESMPIV: 3108�24 OC � �' CON5TRUCT POH7RL • FRAME w/CON�INUOUS 2 M 8 AUTERIAL FROM TOP OF CHIMNEV TO �,. O ewood LLC � �� '�..FRAME AS SHOWN IN 001TOM OF MAIN LEVEL WALLS(THROUGM ROOF EAVES AS REOUIRED) �� - .'°' 1 S3 EaSt LaKQ St�@Bt � �I_- :�.. o. I.._� � li � 1/S3 � • FORDISCONTINUOUSWALLS.PROVIDETRIPlEPU7ESATBREAK �-� � -- - • .. • -. . . • ,. � � � � ' (?��- � � � - BOLTEOTOGETHERAT320.C.ANDATCORNERSWITHSHEATHING ' � -- -- � ` Wayzata,MN 55391 � � � .�.H�� I _ aUTTEDATGENTEHPLATE-PROVIDESUPPOfiTTOFOUNDATION . __ I r. " � �" - • PROVIOE 2 PUTESATTOPOFCHIMNEVLAPPEDATCORNERS ___. I (1 '. � i I I � � - � �_ �r r � �� — �� -�-�� • BMCE LATERALLY AT ROOF AND FLOOR SVSTEM w/BLOCKINO AND �� 1� � u<.... il � I � "" 'r �� STAAPPINGTOADJACENTTRUSSESATFACHSIDEOFCHIMNEVFOR �., �I I I /� _ � , . SUPPORT IN r1LL DIRECTIONS T� r � ' � o CONSTRUCT RIGID F E SHEATH ALL SIUES FULL HEN1hR WrtH�'PLVWOOD BLOCKED AT {,�� Ravision DMB DBecnption / \ � n �il\. • •`I I "� � I� .; ....CAfRPLOOR TRUSSES�� SE STHOMM N • CONTIUCTOR N�DOUI�NG 5 STEMS T BE DEfEEAM NA 0 BV iHE... a" •, GT ��` � _••• „ 3�� GT ,%�� I I � _ JOINTS AND NAILED w/8'12 NAIUNO PATTERN I I I / 1 �•�� i �i / �r p� I I � _ _} TOSUPPORTOFFSET � I I I � '� � • SEE STONE NOTES BELOW FOR ADDRIONAL SUPPORT INFORMATION i ------,--- - � �,- =� �"._ I I � \ ' - (3p�� ' �SE0.55NOWNN I ��»�,.. ..�..�-,. .�,:::'� � SBANDp70INS1r�FORS �.'- "_ --- � .L . . �� ' � (��I I , L . �. i ' .�_'_ _ ., ._ / .... . -�,. . �.:. :, OT � .j . - - ' (2)il'�i'LVL 3�` THEADER SIZIN(i D _ ;I .,- �x� .v:.,,� �, i ;(2�11�/e'LVl�� y,� . __ _` Gf � _i,R ;Fr a P6L BOTH EN�& `I ` ' � ¢O ...� W.. .\'. � � �' I \ , i :. � � '�.:Rr ;� I I i, __-_ \ Y I �.R: '� '•v ` � •.;.'0 7 � ¢�i � I .. . y _ ' �� L L 1 li q.v . ,.�. � // 1 � R v . � �,�)� a � "I°�` _ - .. PLANS SHOWN LIGHT IN BACKC�ROUNU ARE FOR �r a f: x � � � .J , /K . i SB OT �' ._ ..-... .--...; . �� • z __ METNTSSHOWNNIGHTJMAVNO`TN CESSARILOV. / ' A _, A ', . � ; � � / �' �y - ; LESUPPORT THE HANSON GROUP'S DESIGN. i �Yp } p�� _ _ .�.Pr . . � � / . "WA.._ GT �(3I9�10 � '�•L (3��_� (3116'LVL �.e �pi � :r ' �. 3riLVL } _ .:.' � E q �.,F �' �9°N - y:.,. . � FRlJM ��' .__. ..-_. . . � � _ �', ' ._._ li` alri w� rT� " �.� � � , . . . � � --- - ��., /.<. , �� _ . CONSTRUCTPORTAL =• �-•_. . ..� ' ..� FRAME AS SHOWN IN �� . � ..- L L o.� .__,IL� S/ .�:. 2)20' ^� .�i ..N �P .... ,., V52 � ,. S _ _ • _. _. . , 17%LVL __ _ -__-. '� b y^ S' . CANSTRUCT PORTAL > _ _ li r ; � 8EAR1� � � c. � � . • FRAMEASSHOWNIN . . _' . b ; � ^ 5fU05 '� � � 352 � ' - . - '�. I , � , :,�� - � _ -�� '! ` _ / / � . /. G7 �7 � p _ � (3)a�� r �/. �N . — \ I� Y BEARINO �t / +�w . _\ { e\ I 57UDS //�.` � � � � • �1 v� � C �'�� (�� ,� � ``; �� ., � ��— '�� ' . %;� � �" � _ ar 0 �' � � �' /� ��at4•� 1. �� a� " ,- - � � i � � � i � " � " � � � STOOPFWN�ATIONSTO —� � GT .. ��- \ �\J BEFULLDEFTNTHISSIDE �� "'" "`""'�- . 911 'LVL -�-----' �.� .. '/ OF GARAGE-REINFORCE .. .•.P ..-..' _ � � `�� . w/il4HORIZONTALBARS GT --j� �21'O.C. . SEE FRAMIN6 NOTES ?: ��f�f /11 UPPER'�EVEL FLOOR PLMI BAND�ONSIFOR � •� � ., . ❑ / FLOORTRUSSE5T0 a�� TVPICALBEAMAND �� 'w� � -. � -- �. � � SUPPORT ROOF I HEADER SIZING � . �� j BEARING AS RE�'D IN - �� / 6ARAOEANDOVER O ; .MYA.M L EVEL ��R PL�1N PERMETER '-' ' MAIN FLOOR OFFICE ' n...-...�.-•.. eFAMS AS RC-0'D �`/�..'T, � . � (8)PLV BUILT UP�'PLVWOOD CURVED HEADER .. \, , �, REFERENCE PLAN �'�MINIMUMDEP7HOF10'ALONOENTIRELENOTH AD�RIONALSTONENOlES: (OPPOSING PLIES ARE TO BE STAGGEREU A • TM�N STONE IS TO BE/DEOUATELV ADHERED BACN TO � MAIN LEVEL PUN SNOWN FOR MINIMUM OF 30'AND OLUED TOOERIEA WITH WOO�FRAMING FOR CAMINUOUS VERTICAL AND LOCATION REFERENCE ONLV LOCTRE PL PREMIUM FAST GRAB ADHESNE U�TERAL SUPPORT BV THE MASON. EVENLV APPLIED AND FASTENED W17H BD NAILS • �L STONE TO BE 7HM ... IN A 3"x 3'GRID PATTERN.IMERIOR NAILING IS • TRUSS SUPPLIERS DESIGNING ELEMEPRS TO$UPPORT , , PERFORMED WHEN WIDTH ALLOWS,AND A FlNAL STONE VENEER ARE TO USE 1.5 X DEAD LOAU PWS LNE EXTERIORFACENAILINOISTOBEPERFORMED LOADAN�V600DEFLEGTIONCRITERI�TORESISTIONO � REFERENCE PLAN TERM CREEP AND FINISHED MATERIAL�ISTRESS. WHEN THE BEAM IS AT ITS FINAL WIDTH.) SIMIUfl�ESIGN flE�UIREMENTS PERTAIN TO TqUSSES S2 11PPER IEVEL PLAN SHOWN FOR SUPPORTING HEARTH/MANTIE STONE OR CONCRETE LOCATION REFERENCE ONLY MATERIALS. LVL DEPTH WILL REQUIRE PROVIDE 361NFILL WALL REDUCED BEARING HEICHi ABOVE HEADER AS REO'U -LARGE MATCH AREA INDICATES'�OR TRUSSES AT FRONT WALL �i LARGE HATCH AHEA INOICA7ES��OR LVL HEADER THICKER PLVWOO�OR OSB SHEATHING LVL HEADER THICNER PLYVIOOO OR OSB SHEATNING SEE PLAN APP�IED TO EXTERIOR SIDE OF STUDS SEE PLAN �P��ED TO FXTERIOR SIDE OF STUDS w/STANDMU B'/17 NAILING w/STANDARD 6'/1Y NAILING LENO7H OF CAN7INWUS HEAUER LENGTH OF CONfINWUS HEADEH : : , . . . ----- ------------- ----------------- - • I FA57EN FRAMING _ FASTFN FRAMING � � . • ABOVEw/13�8d --•'• .' _ ."-- -_ ---_---�----____--y_-- ---_----_-- •-•�,•_ �ABOVEw/(3)Bd ,,,, . . , � � TOENAILS PER TRUSS ':' , . TOENAILS PER TRUSS I heieby certity Ihe�Mis plen,spetificeM1on 01 report was prepared by me or under my direq supervision -IUIL SHEATMING TO HEADER w/BA SIMPSON MSTC00 STRAP ON INSIDE FACE NAIL SHEATMING TO MEADER w/BA SIMPSON MSTUO STMP ON INSI�E FACE- 9lld Ih91 I Bm 6 duly LitBnSe-d�[p,�.ofe55ionel Elqineel b NpILS�7'O.C.FA.WAV TVP. pF WALL(PqpyIDE SPACER TO FLUSH NAILS�3'O.C.E0.WAV TVP. OF WpLL(PROVIDE SPACER TO RUSH UIMe!MB 18W6 Ot MB�te�Bp`1mInnB50�e. h' OUT HEADER TO WALL STUD 7HICIME55) Q WT NEADER TO WALL SND THICKNESS� � "t 0 � -FASTEN TOP GLATE TO HEADER w/(2) FASTEN KING STUD TO HEADER w/ __ _ i^ SpnBd. �� ROWS 18tl SINKER NAILS @ 3'O.C. (Z)ROWS iBA SINKER NAILS @ 3'O.C. w FASTEN TOG PUTE TO HEADER w/(2) FASTEN KING STUD TO HEADER w/ ROWS 18E SMKER NAILS�3'O C- (2)ROWS 180 SINNER NAIIS�T O.C. PnM Neme: Trevor AI[nBr Q U SMALL HATCM AREA INDICATES�e�-� w $AIALI HATCM AREA INDICATES%s OR-- THICKER PLVWOOD OR OSB SNEA7HING �� O THICKER PLVWOOU OR O58 SHEATHING � De1B: 4-24-15 LitBnSB NumbBr: 45970 2��. � � -LOCATE PANEL JOINT WfTHIN 7-0'FROM �PP�IEO TO E%TERIOR SIDE OF STUDS F -LOCATE PANEL JOIM WITHIN 7-M FROM APPVED TO E%TERIOR SI�E OF SNDS CENtER OF WALL HEIOHf AS flE�'D(2[SOLI� (��SHEA7HING MOUN�PERIMEfER w/(2� g CENTER OF WALL HEIONT AS REQ'D(9�SOLID (NAIL SHEATHING ARWND PERIMEfER w/(2) ' � BLOCKINO REOUIRED AT SHEATHING JOINn ROWS Bd NAILS @ 3'O.C.STAGGERED 8 TO BLOGKINO REOUIRED AT SHEATHINO JOINn qpW$gd�ILS @ 3'O.C.STAGGERED 8 TO PLATES/BLOCKING�3'O.C.) PLATES/BLOLKING�3'O.C.) (�9c8BEARINOSNDSMIN. . (1)2zeBEARIN057UDSMIN. SIMPSON 57HD70 EMBEDDE�HOLDOWN �; SIMPSON STHD1a EMBEDDED HOLDONM-� ANCHOR AT LOCATIONS SMOWN �', . MlCHOR AT LOCATIONS SHONM (REFER TOM53 FOR ALTERNATIVE OPTIONS) � �REFER TO US3 FOR ALTERNATIVE OPTIONS) � (1)9�8 BEARIN4 STUO 8(1�2R FULL I (1)2xg BEARINO STl1D 8(1)�8 FULL 3107 KAmar larie NOM HEIQHT STU�AT END OF HEAOEfl ''i HEI6HT STUD AT END OF HEADER ��q Ye'O ANCHON BOLT(T MIN.EMBED�'-- �i �'0 ANCHON BOLT(/'MIN.EMBED) Plymouth,MN 554/1 FWNUATION WALL BELOW w/2'x7 x'/�e'PI.HTE WASHER ''i w/2'x 2'z'/�e'PIATE WhSHEP TM 612-]0&3512 � FOUNDATIONWALLBELOW ,N�h�� pmn.wm . . __—"__ . ,. i . . ; . . _ . . . 1'-17'3 9'-2'ATSINGLEDOOR ^ 1'�114 1'-11Y 16-2'ATDOUBLEDOOR 1'-11't Gustafson Residence - 3928 Cherry Avenue INOAPPLlESSVMMEfRICALLVACR0S5 � FRAMING DETAIL INOMPLIESSVMMEfAICALLVACR0.S5 � FRAMING DETAIL (/ Orono,MN "'� DETAIL. S2 GAMGEiRON�PORTALFRAME DETML. SZ \/ �/f. �L.�� "�.�. C..-�.It` � �J GARAGEFRONTPORTALFRAME L� _ Pro�ecl Number. 5.155 ^� Dete: Aor1124.2015 `- Slreeu: 2 of 3 V OCOPVRIGHT HANSON GROUP,LLC 2015 �g'-0' rui�sNennaiNc ro Newen.i ee LFNO7H OF CONTINUOUS HEADER NAllS�9'O.C.EAWAY7VP. tOnP.WOO � 2v8 @ 16'O.C.INFILL FRAMING IN VAULTED AREA FASTEN TOP PIATE TO HEADER w/(� 153 East Lake Street (FULLVAULTNOTSHOVM) RO�MS16dSINKERNA1LS83'O.C. W'a�/Zata,MN 55391 ' FASTEN FRAMING ABOVE w/(3) FhSTEN GABLE TRU55 ABOVE TO BG TOENAIIS AND(1�SIMPSON TOP PLATES w/Bd TOENAIL$�8' H2.5 CLIP PER TRUSS O.C. (3)11%'LVL CAHTINWUS MEA�ER / (2)2c8 � �2)2 z 12 CONTINWUS HEADER / � . L INUIXI � � ____ Revision Date Descnptian -- ------------------------ - -- _� NAILSHEATHINOTOHEADERw/80-- �� NAILS�3'O.C.EA.WAV 7VP. FASTEN NINO STUD TO HEA�ER w/ . (2)ROWS 18d SINKER NAILS�3'O.C. pLL 0711ER SHEATFIING TO BE�e OR SIMPSON MSTC28 STMP IXJ INSIDE FALE FASTEN TOP PUTE TO HEADER w/(2) � THICKER PLYWO00 OR OSB SHEATHING OF WALL(PROVIDE SPACEP,TO FLUSH '� ROWS 1fiE SINKER NAllS @ 3'O.C. � SIMPSON MSTC90 STMP ON INSIDE FACE MPLIEO TO EXTERIOR SIDE OF 5TUDS OUT HEADER TO WiW.STUD 7HICq1ES5) ,�I. OFWALL�PROVIDESPACERTORUSH w/STANDARDB'/1YW11LING 1'-Tt � f. IXfT HEADER TO WALL SND THICKNESS) ��t FASTEN qN0 STUD TO'iEADER w/ � (2)ROWS 1 BC SINKER NAILS�3'O.G. 1'-10'MIN. 1'-10'MIN. LOCATE PM1Fl JOINT WRHIN 2-0'FRdA SMML HATCH AHEA INOICATES�e� SMAIi MA?CH MEA INDICATES tie� CEHTER OF WALL HEIGIfr AS REO'D(Hc SOLID � THICKER PLVWOOD OH OSB SHEATHINO (�)y�g TMICKER PLVWOOD OR QSB SHEA7HIN0 BLOCKMG REOUIRED AT SHEATNING JOIMn �. / APPLIED TO EXiERIOR SIDE OF SNDS BEARING APPLIED TO EXTERIOR SI�E OF 57UDS (NAILSHEA7NINGMOUNDPERIMEfERw/(2) STUD5T0 (�ILSHEATHINGARWNDPERIMETERw/�2) ROWS BA WVLS @ J'O.C.STAGGFAED d TO SUPPORT R�M�S Bd NAILS�3'O.C.STAGGERE�8 TO (t)DB BEARING STUD b(1)2�B FULL PUTES/BLOCKINO�3'O.CJ BFAM ABOVE PLATES/BLOCKING Q 3'O.C.) � ,. HEIGM SND EACN EN�OF MEMER .I � I` (p)yB LOCATE PANEL JOINT WRHIN 7-0'FROM I. BFARINO CENTER OF WALL HEIGHT MS RC-0'�(Dt SOIJD �, (2)2xq BEARING STUDS AND(1� SNDS AND(3) ��K�NG REOUIRE�AT SHEATHIN(3 JOINTj 9ig KING S711D (2)38 BEARINQ STU�S MIN. TH CKER PLVWOOD OR 0.5B SMEAi}iINO (3) Y's 3�'SIMPSON$DS h6 KING � APPLIEU TO EXTERIOR SIDE OF STUDS SCREWS PER iG THIS S7UDS 7HIS I (2)h8 BEARING STU�S MIN. � � w/STANDARD e'/12'NAILING ppryE� END (2)h8 BEARING ST1DS MIN.BETWEEN WINDOWS ! � FASTEN BOTTOM PLATE � -�FASTEN BOTTOM PUTE ..— - _-_.__ I w/(3)18E NAILS EVERV 16" �.. .. .—� �r 7 PSL BLOCqNG BEIY/EEN STEEL w/(3)1 fiA NAILS EVERV/8' I BEMI NOTSHOWN ANUSTEELNEADER FhSTENFRAMING ____�___�___ ABOVEw/(318A � � ---- ----__. -._-_—._ _ -�.--_.. ' __ TOENAILSPERTRUSS SIMPSON 57HD14 EMBEDDED HOLDOWN � ANCHORATLOCATIONSS110WN � —'- - ---------- --- -- -- -------- ---------- 'T --- SIMPSONMSTC66STRAPS (REfERT04/53FORALTERNATIVEOPTIONS) ----�----'--��--� -�--� - CEMEREDONFLOOR SVSTEM AT LOCATIONS ��RAMING DETAIL 2x8KINGEACHEND ��,�•�� SHOWN�PROVIDED� � BLOCKING IN FLOOR SPACE � AS REO9) �&7J VAULTED SUNROOId �� VORTAL FRAME INFO APPLIES SVMMETRICALLV ACROSS DETAIL 5TEEL BEPA1 ��3 7-9'f SEE PLAN 6 FPAMING NOTE 11 ON St LENOTH OF COHfINUOUS MEADER FASTENKINGSTUUSTOPOSTw/- �x� �x (p�yg� 1 • � -- -- -- -- --- -- --- -- --- ---�-� �FASTENTRUSSESABOVETO (21ROWS18dSINKERNAILS�e'O.C. PSl GSL BEARING WALL PLATES w/MIN.(3)Btl NAIL3 STUDS • j , I� (1)36BEARINOSNDANO(i) ' • SIMPSON MSTGO STAAP ON INSIDE FACE 9B KINO SND EACH END � FASTEN qNG SND TO �•��•• OF WALL�PROVIDE SPACER TO RUSH �� HEADER w/(2)ROVI518d OUT NEADER TO WALL STUD THICKNESS) SINI�R NAILS�3'O.C. .��'. FASTEN TOP PUTE TO NAIL SHEA7HING TO HEADER w/Bd �. HEADERw/(2�ROWS1Btl � � NAILS�3'O.C-FAWAV7VP. �. \ �. \ SINNER NARS�3'O.C. � /� -SIMP60N STHD11 EMBEDDED HOLDOMM ' � . .. � „ .. ANCFiOR�T LOCATIONS SFIOWN (2)�8 BEARING SNDS MIN. � � � �� . .. �' � �� (REFER TO MS3 FOR ALTERNATIVE OPTIONS) � ' � ' PROVIDEy'xd'CONCRETE � . (2)11%'CONTINUOUS LVL HEADER _ I''T2 p.-9't I �REY/S�16'O.C.THRU SILL } PLATE INTO FOUNDATION AT � THIS WALL PORTION IN . �� ADDITION TO ANCHOf1 BOLT6 (1�36 BEARING STU�b(�Di8 FULL- � � HEIOHTSTUDEACHENDOFHEADER � THS^CKERAPLVWOODOROSBSHEATHNO � FRAMING DE7AIL APPLIED TO EXTERIOR SIDE OF SNDS . (NAIL SHEATHING AROUND PERIMETER w/ ��J STACKED RIGI�WIND SHEARPANELS (2)ROWS Bd NAILS @ 3'O.G 5T/GGERED ryp7E b TO PLATES/BLOCKING�?O.C.) INFO�PPLIES SVMMETRICALLV ACROSS (2)2c8 BEARING STUDS-�- MIN.BETWEENWINDOWS .. ��I: . � �ETAILUNLESSNOTEUOTHERWISE. SIMPSON MSTC66 STAAPS -�--- CENTERE�ON FLOOR � ' / ---UROE HATCH AREA INDICATES%�Ofl SVSTEM r1T LOCATIONS � 71�ICKER PLYWOOU OR OSB SHEATHINO SHOWN(PROVIUE 2rz ��TM��M�NUOUS HEAD�� /PPLIED TO EXTERIOR SIDE OF SNDS � y t0�i�y Ihat tllis plall,SpetifN�tlon o!lBpo� BLOGKINO IN FLOOR SPACE 1_- w/STANDAR�6'/12'WJLING Was plepafed by me or under my dIrBCISUpBmsion AS REO'D) — _____ _ ___ ___ _ ' �— end ihet I am a duly Licensed ofessional Engineei FASTENTRUSSESABOVETO FASTEN KING SND TO ' WALL PLATES w/MIN.(3)Bd NAIL$ uIMBI thB laWs 0�the&te�e �Minnebota. HEADER w/(2)ROWS t6d ' SpnBd: �� SINKER NAILS�3'O.C. I �'0� � -NAIL SMEATIING TO MEADER w/BC THFEA�EO SIMPSON HTTS NOIDOWN Pnnt Name: Trevor Anner FASTEN TOP PUTE TO ' ROD w/NUT 6 ANCHOR IMO DOUBLE HEADER w/(2)ROWS i8C .�' ,/ .. NAILS�3'O.C.EA WAV TVP. SIMPSON HTTS WASHER AT STUDS De1B: 4-24-15 LiCense NumbBf: 45470 SINKER NAILS @ 3'O.C. NGIDOWN �� , SIMPSON MSTC40 STAAP ON INSIOE FACE END OF WALL(PROVIDE SP�CER TO RUSM ��AT (3)9t8 BEARING STUDS MIN. � � .. � OUT HEADER TO WUl STUD iHICKNE55) LOCATIONS SHOWN w/J4'0 x � . � ' lY LONO SIA1PSqJ (3)DB BEARINO STUDS � TITEN H� � MIN.BE7WEENWINDONS I.. � -�� (2)11%'CAMINUW&LVLHEADER �N� OlUlNCO�� NS��M BELOW \ SAULL HATCH AREA INDICATES%e'OR JOO71GImer�NOM (1)9tfi BERRING STUD 8(2)9B FULL . , �akRETE HEIGHT STUD EACH END OF HEAUER THICKER PLVWOOD OR 0.SB SHEATHING . APPLIED TO EXTEPIOR SIDE OF SNDS . J4'051MPSON �FOUNDATION PlymaM,MN 55�41 �� . (NAIL SHEATHING AROUND PERIME7ER w/ TfTEN ND RO� � BELOW SIMPSON STHD14 EMBED�ED HOLDOWN � � 8'EMBED IMO Td 612-70&3572 (2)ROWS ed NAILS @ 7'O.C.5TAGGERED �� COUPLER w/ . ��^�O^a��•pO1" MICHOR AT LOCATIONS SHOWN 8 TO PIATES/BLOCKING @ 3'O.C.) CqNCHETE (REFER TO M53 FOR ALTERNATIVE OPTIONS) l -- - , �FWNDATIONWALLBELOW GUS�CiISOrI RGSI�GIIC� . . . . ALTERNATE HOLDOWN ALTERNATE RAISED HOLDOWN 3928 Cherry Avenue Orono,MN � FRAMING DETAIL � FRAMWG DETAIL �� , � _`f;, ----� 57 TWOLEVELPORTAL ` FRAME 53 POST-INSTALLED HOLDOWN OPTIONS � �' � ` � � I \ ` _. NOTE �._ INFO APPLIES SVMMETRICALLV ACROSS 7fo�ect Number. 5.155 ^� �ETAILUNLESSNOTE�OTHERWISE. �3te: Api124,2015 j Sheets: 3 of 3 �COPVRIGHT HANSON GROUP.LLC 2015 C.� � DATE TIME CITY 0F dRONO CALLED IN INSPECTION OTICF SCHEDULED � C.�� PERMIT NO. � �� - �� COMPLETED ADDRESS i �� Z- � �-�'�l"�-1 l�l.(� OWNER� TELEPHONE NO. 1�`�Z- z1�Z1 Z�j1U CONTRACTOR Ce� l �-�. � DESCRIPTION �`�I* '�.�-�1 ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FIN ❑ WATER HOOK-UP ❑ FOLLOW-UP W AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMnENTS: �!�_ F'�.G ' S 'I�"l� � � rlU��b�. �✓o CG SL"� r r `�S �f 4-�t, 3�V O�Q•c�i oL`�t� ✓ o �b r�• r�S�r 501 s��os � � ��.c 4.'.�f,.,,, �a e-�� prvv�io m ��, �a,i k�.lf. s�,�oG �—��•� �o-��i�cr slw� W �y�s� s�,�,�► ho�� co��r Q � �r�"�ro �- le Z ��v�a�t...�,1 �v a F.�. Z�b� �rOveJ�C, 2/� /'c5�/s G/L �jt�i� � L.�. � YYIs-i�• �3iG� `� $' w rtl.,�, jA' t a� eu� o tli�� P/'o-rir,¢ ��ow�v �ro� t �s� r�1 � � � ��Q 6/�C w O J V t�[ 4./' C, W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED �PECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca�l for the n inspection 24 hours in advance. (952) 249-4600 Owne ntractoror�.s' . S��'<< ��. Inspec White Copyllnspector's File Canary CopyfSite Notice � '� +��+dcastle ��1 �'. , . _ � _ ,a`a �� .�� X Date: lune 3, 2016 `�,.� �� d Designed Glass Inc. 670 East Tra��elers Trail. Suite 103 Burnsville, MN 55337 Re: Tempered Ulass Certificate of Compliance P.O. 27332-4 �orr W r �v� b�o r�le �oo� Oldcastle BE Order# 98705i J�ob: Stonewood 3928 Cheny Ave, Orono,MN This le�tet serves as a Certitieate ot�Compliance indicating tlze referenced blass conforms �-vith the Consluner Prodizet Safety Commission Standard l6CFR 1201 (Cate�ories 1 & 2), Sat�ty Stanclarc� for f'�rchitect�iral Ulazin� Materials. Thz glass also meets the requirements of ANSI Z97.1 (Class A and B), the �merican National Standard for Safety Glazing Matcrials �ised in buildin�s. The tempered �lass additionally meets the requi►•ements of AS'l:Vl C-1036 Standard Specificatians for Flat Glass and A5"1'M C-1048 Standard Specihcation for Heat-Strengtllened and Fully"I'enipered 1�lat G�lass. I.f any questions, please do not hesitate to contact me. Sincerel��, Nancy�Deisting Sales Manager Oldcastle BuildingRnvelopeT�", Albertville , i:� ., i,_i �l 1-.. v�ir..ife;. �.tt( �, JL'i rT � �};:� .,. ,.... ., ,. . � . . . ,: � ....� � .., ,1 .. ...., � �.�1'�G . � � � ATE TIMF, CIN OF ORONO CALLED IN � S� �� INSPECTION NOT E sCHEDULED �p— — �l�"D PERMIT NO. a�S�D-SD7 COMPLETED ADDRESS � OWNER TELEPHONE .G�a" v��i7�7I� CONTRACTOR �� S�� DESCRIPTION �-�N�-�'`�(- ��'�'� �� lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING 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 4� ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � • � f�g - �,.LE j`�iv�y �laf ��c �5�i�6w,c.�fd7" � J � �� C6frec�2s-�' /�rav�llQ./l � O � Q �/ar� �,�rtpl��e � W � a�,,,,<<r" ��l�D �e.�c�.�s �r s-�u�LF � -� � 5r��s �i.'.G'�avc� -- j W ❑WORKSATISFACTORY:PROCEED �RAdE6�GOMPLEfE � ❑CORRECT VYORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC0IIERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. /w White Copyllnspector's File Canary CopylSite Notice � ap��- oo��? �10� Ca�lcr•'`� �v� , _ :<, ��°��' J�:�.� � .r�� .�� R � �� Certificate of Completion Duct Sealing Performed For: 35L horizon Contactors, Horizon Contactors 3928 Cherry Ave �,, Mound, MN 55364 `��'G �� :� Overall Sealing Results `= �� When we arrived, �; �� YOUR DUCTS HAD: � r ., �� `��; of Leakage, equivalent to a 7��r� _ � 9�� a F�� _,.� ..w� �;:s This equals 202.4 refiigerators full ofair loss every hour. 5� After we finished n YOUR DUCTS HAVE: C' � �� '' J� �� alin�Tim�ir h;9in�;t�� 1. �F of Leakage, equivalent to a �'� �� Aeroseal Technician Jason Christenson This corresponds to a �9.5°!� Fieduction in Aeroseal Case ID 3035 Duct Leakage Date Of Seal 10/20/2015 Note: Duct Leakage results are calculated in cubic feet System Description Supply Return per minute(CFM) measured at a standard OPERATING PRESSURE of 25Pa Seal Description Supply Return Hardware HomeSeal A�� : � �� Duct Sealing Performed By: �n . �� ,�, Midwest Aeroseal C��s� � ": . . rta �e.� �-��s�t`� Tf�ac�:'� lr��.� 2�6 WB�IIUt CIfC�@ Rockville, Mn. 56369 :� �� „�� Phone: 612-743-6999 RESNET HOME ENERGY RATING Standard Disclosure For homc location at: -�- � .,�� 92H ('hcrr�� A��c.Orono �5 � State: MN Zip: 55391 ('hec� e applicable disclosure(s)in accordancc��ith [he Instructions on the reverse c�f�lhis page: I. � X � 'l�he Ratcr or thc Ratcr's employcr is receiving a fee for pro��iding the rating on this homc. 2. � X � l�he addilion to the rater or Raler's employer has pro��ided the follo��ing consultin�services for this home A. � � Mechanical syslem design B. � X � Moisture control or indoor air qualit��consulting C. � X � Yerformance testing and/or commissioning other than required f�or the rating itself� ll. � X � Training for salcs or construction personnel E. � � Other(specify): 3. � X � The Rater or Rater's employcr is: A. � � 'I'he scller of this home or their agent B� I I 1�he mortgagor for some portion of the financed pa��ments on this home C'. � X � An employee,contractor or consultant of the electric and/or natural gas utility scrving this homc -�� I I �I�he Ratcr c�r Ratcr's cmploycr is a supplicr or installcr of products,��hich may includc: Installcd in this homc h�: OR Is in lhc busincss of`. HVAC S�'StCms..................................... � � Ratcr I � Employ�er OR � � R<itcr I � H;mploycr 'l�hcrmal insulalion Sti'stcros........................ � � Rater � � F;mplo��cr OR � � Katcr I I t:mploycr Air sealing of the envelope or duct systems....... I I ►��'�� I I Employ�er OR � � Ratcr � � En,ploycr Windo��s or�vindo�v shading..................... I I ��11e1� I I Employer OR � � Rater � � F,mploycr Energ}�efficient appliances........................ I I Ra�er � � F,mplo��er OR � � Rater � � F.mployer Construction(builder,dcveloper, ConstruCtion conlraCtor,etC.).................... I I Kater � � Emplo��er OR � � Rater � � h�mpioyer Otl]er(specif}�):..................�.................. I I Rater � � Emplo��er OR � � Rater � � Employer Jonathan I.eitzke 3293109 Rater's Printed Name C'ertification /t ��µ�� 05/24/16 Ratcr's Signaturc Datc I attest that the above information is true and correct to the best of my Knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4 C. 8. of the standard and are posted at http wtivw natresnet orq,'accred/standards.�fd l'e51��NTl �. Final Testing and Completion Report (SV3) � � � �� `" 1€�,�rrz�� (�.� . n��: ��€�c-�� v�°r��aa��° E��sr�c��i�s'e�. ��t�,z'c�s g:�c��kclaeig ��a°rris��aEtvr�_ Site Walk Date: 2016-05-19 2Fk —-k�� Cost of Services: $1,150.00 Building Code MN Code Energy Rebate: $485.00 File Number #49524 ; ��E%C��' Rater Rebate: $0.00 Site Walk Date 2016-05-19 \ EnE;l�gy �(3E.k1' �_�it4$: v'r�tf�t,``3,��}-;k , .��. �� ....� .... �`:"", Home Builder Model �= r. � � 3928 Chcrry Ave Stonewood LLC Custom � �� 153 East Lake Strc et Type:Single-famIly detached � _,, Orono,MN55391 Wayzata,MN55391 Size: 7398ft� � EFt�Y �T�R ��qCllre �C1t� �� ' Checklists Checklists Signed Me�ts �re5t��g ' TBC Failures need correcting Completed No Standards ' No Yes ' � �� w � '� ..__ _ ' Issues could use improvement ' ;Et f�0 ��Q 4t�' `a�C1 ,,,,... ��:��i� � "Lero k�erKa>tiu�3d3un(0) -1�ia�rri�an .ta.�lard Ruifu�t, 3(�i:�; . RFSNEIRatings proaide a relativic ene rgy use index called the HERS index,�vhich represents the Exceptional building practices home's energyusage as a percentage ofthe energyusage ofthe"AmericanStandard Building." � identified ;��. .:$� _. ��: � �' Insulation Features Blower poor Test Results Worst Insulation ��NR Tested CFM50 1,927 Grade CFM50/ft�surface area ��1� Rim Grade:I CFM�O/ft'`floor are a 0'26 CeilingFlat R=49.0 (Grade iII/NR) � ACI�50 1.46 , Vaulted Ceiling ��a � Above Grade Walls R=24.0 (Grade I) FoundationWalls R= 11.1 (Grade ID/NR) Ventilation Flow Test Results FramedFloors R=30.0 (Grade iII/NR) Target Flow(CFM) Unknown R=]0.0 Edge, 10.0 Unde r(Grade Actual Flow(CFM) �� Slab III/NR) Rated Flow(CFM) 0.0 Duct Uninsulated Duct I.eakage to Outside 15 Window U=0.290,SHGC_=0.240 Heat Cooling Hot Water Ventilation Thermostat Efficiency (AFL1�) (SEER� ��6' BTand � Ma�ce Bryant Carrier AO Smith Venmar Nest Model 986tb60080v21 GSO485XXCDXXIXXI gpvx 751 210 Venmar Nest Size 78.0 BTU BTU �� l Flouserater ilome ID N49524 Residential $cience Resources, I.LC I Site Walk Date:2016-05-19 page 1 of 9 ��a��i � � � �� Final Testing and Completion Report (SV3) � �� 1�==€��i�� [�,> � ,�E_:�f f��cn ve°s€fic�I <'cstt��sl�°�e�_ �i [ -��t�� >�rz�lin�; ��e��riic.-r�tz�sr�. Site Walk Date: 2076-05-]9 'a'dEi: ... � Opportunities for Quality Improvement ■ � Items and pictures listed in this section do not require corrective action.These items are opportunities for additional improvement. Top plate leakage Unsealed penetrations and the seambetweendouble top plates allow air leakage into the structure leading to durability issues and uneveninterior surface temperatures.Foam allpenetrations and apply sealant at the seambetweendouble top plates when attaching poly to framing. � � � � ,� � . ■ � E ..��.f �� R •. . .. �-��1�`, yz �4�� " ��..� �J� .. '\� ..a".� �� h^..�� . �e�;,1f J I�.�;�� ...�.. . ... � q�� : � � \ »: { A E � � � •�. 'a.' ��..[>�, � �.. . . ' ...,.. �;:,�. ._......... .....f'1�Uie 1.1 1'I�UiC 1.2 � .. � � _� � .� �" �_.�-�a�d��\m��\�� . • _ � i�. �,r , P ��3 ��ft� § � t e �"`0"� 4�� - .�..-� ,...... . , : �. �'i�....iE.w :�S, �� . ,�.�7`��` —"".�41,=, . � s" �ti �t"� 5,�£�. �j� � m. {"� � � $ �, d N� �� . ^£' .. � � �. � ,.� .... . . .. Pigure 1.3 Figure 1.4 Ilouserater Ilome ID p49524 Residential Science Resources, I.LC I Site Walk Date:2016-OS-]9 pagr: 2 of 9 r s�oeN�r�a� Final Testing and Completion Report (SV3) �� `' 1�aa�r�:r (�;r�, r�i,¢ ��e�� °=i i�i c�cl i c�rrt��'� '�� 4�: l� �z'€°�, �'3�_�aci a r��; r�e^rr t rz:tt E co st. Site Walk Date: 2016-05-]9 Fireplace chase leakage/thermal performance Poorly sealed Eireplace cha5es can result in uneven interior surface temperatures and air leakage into � living space.InStall solid sheathing inside the entire fireplace enclosure and foam all penetrations.Use high temperature sealant for gaps around chimney pipe and fire stop. � � ; � ' ', ; �� .. ' �� : � � Y ��,� `�� v.. �. ';;,;.. , ':� y.,� ��'� �� 5 ., y , !' Vu f�� A �� F�. .. ,..;...., a"'��^'{,',� ��r,� . �' Y� ��, "'&"I � '. a� �k f g, °ffi�K a =:i.. �.... ;�, `"^"y�+,�. y `"2 ��,� �' ,.. �' � � � � �� ; ,� . , � 5y �' :.� : I�i¢;urc 2.1 Pigure 2.2 . , y,.,Y'-- 'x ..� %e , �.�, £ • • • • T . ,,, ... . ._. r, � .. �.J'�.. ;,�':�� ,. �•,'�� j � � . . ,�: ..�n�«; � � V �_" i. f.: e=/�i, — ,; . . � �� €,��iia�� ' �� - ��.. • � � ,�,�vm_. ��`� �a� � � �` � � � .;,,; ��, �i� � � � ��_ � � ; � � " ��r- ' �� z a 5. � . '�� .�, r �� z� �� ,� � � 3� � � \ � +�a' �' \ y q � � � � �� \� � � ... . .�`w� �a$.s:.y�.�1N��...:^:. `......S�.ara�.��.��`�� ...:.�..: , Figure 2.3 Figure 2.4 Houserater Home ID 1149524 Residential Science Resources,LLC I Site Walk Date:2016-OS-19 page 3 of 9 C 590�NTI�L Final Testing and Completion Report (SV3) �� "� tE< r�?.� ia_. ;r=P I�cr<�sz ��f��'��i��z� s'cs;�7�>le=:e�. I�i�t�a'c°� �3c°j�cliia�, �•t�r'!ic<�€t�siz_ Site Walk Date: 2016-05-19 �� Recessed light leakage to attic Recessed light leakage allvws air to move between conditioned and unconditioned spaces,degrades insulation performance,and can lead to occupant comfort issues.Air seal gaps in recessed lights with high temperature sealant,and caulk or foam between the can and drywall or ins tall an lirtight box over recessed cans. . ; ; • � � � �, � � ,� . �..r� _ �.,, � �, � �:� � E� y�� }'"F �� 3. �< ^L �S � it 3 � � .. E �E��: v ♦ a �i?�S£��'�1 3 s' :`i.»��w�v��d3�*�,�., Figure 3.1 Figure 3.2 � `\\ � \ \\`\ \\ � , R a �` E '� � � � � �� T�3�� r�\ � � �� Y �y\�� 3�� \\ �� 3 r� ' �,i,r �� \� 0 1��i� a �� °�. � ��`� � �� '� � �. �i � �� ,,�.. . ;_:::: ° ts� ,?t ,,�,�� Y �� ,� � „ ; �... � ,t� 31 t - ��, :�.� � � . �-= ,� r a � �u ,;.. � I� 3s� � � � '�\ ��, ' ' .. � r. .._ ��-- 3 � y� �� .:: � � � � . , �' � � ; �� '�`` . �� a � � � �� \\ ` �� rz� � �'4� h`Y" � � \�.^ ' . � �' \ y4�� t F � 3"'\ . � � � � �: �... �``\ r...:�.�Y� \ � .a . . \y.. "" � e � 1.:••`�. • �}�'... . ... .�\ .... ... ..�...... .�' .. �F�� .. . .. Figure 3.3 Figure 3.4 Ilouserater {Iome ID lt49524 Residential Science Resources, I.LC I Si[e Walk Date:2016-OS-19 page 4 of 9 IC��NTiaL Finai Testing and Completion Report (SV3) ��1 "� ��<s€s�rr (�aa� �si�� tf�°� t� �� z;4�ia��k E�<;n��>1�=;e° 1��°1,.�[e°� �aerr��ir��; ve�r'dic:.�E�sgs�. Site Walk Date: 2076-05-19 �� Electrical box leakage Unsealed electrical boxe5 can lead to durability issues,uneven interior surEace temperatures,drafts,and occupant discc�mf��rt Foam wiring penetrations and seal thc va}��r/airbarrier to boxe5. . � .�� , �,. _� ��1'= ,' lf ��: °, �� n . � \ " • I�i�urc 4 I I�i�;urc 4.2 YiL,'Jr�!7� � �,. �� E. -;��rti- �� . ��. � �. Figure 4.3 Figure 4.4 Houserater Home ID #49524 Residential Science Resources,LLC I Site Walk Date:2016-OS-79 page 5 of 9 r r�er��°�a� Final Testing and Completion Report (SV3) �� " i�a�€s�� 1=,�=� r��tP t��c�� e°r�i€�>cS <'css��;ie°;c . �i� lY,a�es ��i��lirt�, r�e°ri3ic�.�Eica�z_ Site Walk Date: 2016-05-19 6-�;.: � Bottom plate leakage �„ Cracks betweenbottom plates and Eloors canlead to unconditioned air leakage into the structure and to occupant comfort issues.Seal plates to sub-floor as wa1Ls are set or apply a bead of sealant at the floor when poly is installed. � :;�� s�_�.�• �Citi �' " 1 1 F.� � �:.,�� i:;M3£�3 �6w.�:.: .. . ^L.1..=" . �. ��t.s.au, .. �• � . . . � . .\.� �:�.e, � � �,.� � q�. m'?a-„ ��^ ��' b �i/!s'�„ � � . /� � u "� ��.. � Figure 5.1 Figure 5.2 ,g�l� , • • �` � � ; � , , �� _� �x��"`� �� . _ � � � d,� � Figure 5.3 Figure 5.4 flouserater Flome ID A49524 Residential Science Rcsources, I.LC I Site Walk Date:2016-OS-19 page 6 of 9 ��51D NTI�� Final Testing and Compietion Report (SV3) °�" i�it��,�r �r,�ti; r:i�( ��r�z�,� �� r=!;=��1 �c>��F�>li 'r�- �i 1_ <aEe�� t�s�clara�, �rg°r'i�c.aEre�a�. ��Q�f{�"`�� Site Walk Date: 2016-05-19 n,::;$ � Exceptional Building Practices � The following items are demonstrative of exceptional construction practices and det�ils.Not only have you exceeded standard building practices,it has been done so in an exceptional manner. Ceiling electrical box leakage n Ga s in electrical boxes can allow air to move between the attic and conditioned space.Foam or caulk p wiring penetrations and the gap between the box and the drvwall. : . � � , ��. .._ _ _,�_.. �,�.. � � ��_..... ��„' ::, `r � �az �� g £ S �.� FIt -.2 k f j1 s , �j`�t � �' .''.�� .: yb'^��`�.��4��-� ''`�'� �� '� :: p,+ `� A; � � ; � � r:: `�iZ."' :" . .,,:y � a. . + Figure 6.1 Figure 6.2 � Bath fan housing leakage W Gaps inexhaust fanhousings can allow air to move between the attic and conditioned space. Foam/caullc wiring,junctionboxes,slots,and the gap between the housing and the drywall. � ��,; \\ �� a,: \ E a; � i�1 .-_ .....;:.. _�..;��. ..cZ��: \ �.: ..... . 3�"' : E S . R ' ........ � ..: � �,�F E c� � 3 ��€1� : ,.- .>s .�.� .. .y..., a < . ,.<,.,. $.ds �< . . . . .. .. .. ... .. � �l . i��\��\1 . �:i._. �. � �}lJ 1� �� . ��V�� .. . � �� riN 1 < � \� ��\�t� � "� `_�� \�� S �. ' �\\� \ \ �:�• . .. �\�\\.� i�. . .. �` ��. ��5�>��b ...... . .. m Figure 7.1 Figure 7.2 [Iouserater Home ID k49524 Residential Science Resources,LLC I Site Walk Date:2016-05-19 page 7 of 9 r��a ��ia� Final Testing and Completion Report (SV3) �,.��„�� "` �icarr¢s� ��,�x; r�t�fi lf=:<rr� �i�r€i€i� �� F<5��g>��°se�. 1;��lr,z€EE�> ��f=��elAa�t, ererrilif_,�titr�a. Site Walk Date: 2016-05-19 Attic hatch insulation The insulation performance of the attic hatch is reduced by voids and leads to durability issues,uneven interior surface temperatures,occupant discomfort,and high utility costs.Install an insulated hatch that is fully gasketed or scaled in place. �� „ �`. �k 9., � � � �� , ;�:'r , y,�;_ Ft �`� � ,..... , ... , . .. ,.... . . .. , 'l ��,,. . . . . .�3 r� .a � . �. �� tl � ��Q �� Figure 8.1 Figure 8.2 Houserater Home ID d49524 Residential Scicnce Resources,LLC I Site Walk Date:2016-OS-19 page 8 of 9 ��S(� NTI�I. Final Testing and Completion Report (SV3) �,� � ��5 "` l�t<=�r�� I��„ ;�baP ik�,°�°�s v��€£€Q�ci t�t,tt��l��x:*. fez 1 �°�.•; �z��i�?i �>; ��e�ril€�_;�iitsr�_ Site Walk Date: 2016-05-19 ��w�a�� Confidentiality ResidentialScience Resources, LLC respects the privacy of Stonewood LLC and will keep all of this information confidential and not disclose this or any other information without expressed written consent.Thank you Eor the opportunity to assist you in the construction of your homes. S ince re ly, Adam Imig email:adam.imig<«�residentialscience.com phone:763-443-3094 Res idential Science Res ources,LLC Residential Science Resources,LLC is an independentbuildfng pertormance teatin};and certihicationcompanyfollo�ring RES:VETguidelines.R8SN8Tsetn the stnndard,s ofi�uolityfor the building energyperformance certificationindustrv(Ilume F.nergyRating System—IIPRS Rating).The EPArequires homes to mee[its,vtrictstundardv fur the E'.VF.RGYS�CARu+;certification following RESNF.Tguidelines. Houseratcr Ilome ID N49524 Residential Science Resources, LLC I Site Walk Date:2016-OS-19 page 9 of 9 � , . Energy 4ddress 3928CherryAve Orono MN 55391 Effi c i e n cy �"-'�er Stonewood LLC Insta::ed� OS/24/2016 Certificate L�cerse BC594315 Insulation t'ln,.. Windows � 1✓ � %+�t'��- 49 Loose Fill Fiberglass* Front 0.31 0.24 RlrriBand Juists 39 Spray Foam Back 0.29 0.24 Ductrzork 14 Fiber Glass left 0.29 029 Wall 24 Spray Foam&Fiber Glass Right 0.29 0.24 Foundation Wall 10 Rigid Foam Crawispar.e Wall Crawlspace Slab Calculated Hea1 Loss iQt�) 50,431* Calcu:ated Heal Gain jBlu) �g,g�g• Slab Roor Calcu'ated Cuoliny loaci(6tu) 2�,600* Heating � Water Air � System � Heater � Conditioner � � Ground Source Heat Pump Conventional Ground Source Heat Pip GSO48SXXCDXXIXXI GPVX75L210 GSO48SXXCDXXIXX7 � 3b COP 82 o Thermal Efficiency 17.1 EER - ' � � � Carrier AO Smith Carrier '� � �� 36,600 Btu/h 76,000 Btu/h 49,300 Btu/h Ventilation �p Air �� Mitgation �,ij, �-� � Balanced N/A � . . Passive Mechanical Room N/A Attic* . . I10* .... N/A ., ... . , 110* 6lower Duor 1 g27 CFM��0 Pa P.0 Changes at 50 P� 1.5 ACh;:;50 Pa �iCN�atrutai,�r� _ �.�-3, .. -ctalDuctLeakage "-�`�� Des;yned Coniinuous Veniil:atlon 119 C:FM Ges�ynedTotalVer.!ilalion 238 CFM Tcta:L�uct Leakage A€lo va61e; Volume(Cu ft) 79360 t'�%Fi�f��ace: 4Y,{Ct Fumace: :I'i:�. .,..'4 ��(J<_, Arna(Sy ftj 7398 Verified By Powered By DATE TIME OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED L PERMIT NO. C 15 -GC?�7 COMPLETED ADDRESS � Z-\r dy,(L� OWNER TELEPHONE NO. CONTRACTOR > DESCRIPTION W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q El FRAMING El MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W a OLU cc 2 W Z W d W ❑WORK SATISFACTORY:PROCEED L PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Ci BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED ElSTOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlCo7;z: Inspector. White CopylInspector's File Canary Copy/Site Notice ` DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 7 Ila • 1� PERMIT NO. 2-0 16 007 COMPLETED ADDRESS OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION rAj SurY 7� s SII W ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: °` C�1L -ftp �►'�� a Qc 0 Qz 0 2 W cc Q 2 W z W cc J d W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS- ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: p �n� Inspector. Ak �.VL(AS U.f VJ White Copyllnspectoes File Canary Copy/Site Notice DATE TIME CITY OFbRONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS qZ r QyZr" OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO 2 COMMENTS: r � cc Qja 0 a 0 W cc Q 12 2 W W cc j d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. -j ea fri White Copyllnspector's File Canary CopylSite Notice Christine Mattson From: Adam Edwards Sent: Thursday,June 23, 2016 1:43 PM To: Melanie Curtis Cc: Christine Mattson Subject: RE: 3928 Cherry Ave/#2015-00507 Looks like the elevation errors were corrected. Only step left is for an inspector to make a site visit if that has not already happened. From: Melanie Curtis Sent:Thursday,June 23, 2016 12:07 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Christine Mattson <CMattson@ci.orono.mn.us> Subject: 3928 Cherry Ave/#2015-00507 Please review the attached 3928 Cherry Ave revised as-built. Melanie Curtis 9952.249.4627 ®mcurtis@ci.orono.mn.us From:Gustafson, Sven [mailto:Sven@stonewood.com] Sent:Thursday,June 23, 2016 11:57 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: Updated -corrected Let me know if this works. Can I get a CO for next Wednesday??? Thanks! J. Sven Gustafson Stonewood, LLC 153 East Lake Street Wayzata, MN 55391 612-462-4000 Office 612-267-2670 Cell 952-697-5591 Fax www.Stonewood.com i Christine Mattson From: Melanie Curtis Sent: Tuesday,June 21, 2016 2:52 PM To: 'Sven Gustafson (Sven@stonewood.com)' Cc: Christine Mattson;Adam Edwards Subject: 3928 Cherry Ave/#2015-00507 Attachments: RE: 3928 Cherry Ave. Sven See the attached email. It seems we are still lacking the necessary engineering on a wall which was identified by Adam last June... Adam's review comments on the current as-built are below: I've reviewed the subject As built and offer the following comments. 1. The as built appears to be in general keeping with the approved plan. 2. The retaining wall design for the wall to the east of the driveway was not in the folder. The wall is over 4 feet tall an therefor requires a design signed by a licenses engineer. This requirement was noted on the site plan on June 15th, 2015. 3. A couple of the as built spot elevation appear to be in error as one is 100ft different from the surrounding elevation and the other is 20 ft different. 4. Once the survey is corrected and the wall design received and reviewed an inspector should conduct a site visit and confirm the following: a. The survey accurately depicts conditions on the ground. b. The site is stabilized to the point the any remaining erosion control can be removed. Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtis@ci.orono.mn.us Website: www.ci.orono.mn.us Summer Hours are in effect: Monday-Thursday 7:30 am to 5 pm; &Fridays 7:30 am to 11:30 am 1 SCHIMNOWSKI ENGINEERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651 779-7700 FAX 651 779-7114 www.criterium-schimnowski.com June 6, 2016 Lincoln Danforth Yardscapes, Inc. 8609 Harriet Avenue South Bloomington, MN 55420 RE: Boulder Retaining Wall Evaluation 3928 Cherry Avenue Orono, Minnesota Project#16-2203 Dear Mr. Danforth: This letter is being sent per your request regarding the recently constructed stone retaining walls at the above address. This evaluation is based on a wall layout plan prepared by you dated May 18, 2015, construction photos you provided on May 5, 2016, and verbal information regarding construction means and methods. The construction of the retaining walls is structurally stable and in general conformance with stone retaining wall and construction industry standards. The walls were constructed with stone of sufficient size and setback. Other typical construction details such as use of drainage elements and filter fabric also appeared to be followed correctly. As is normal for stone retaining walls of this type, some wall movement and soil settlement should be expected. I recommend that concentrated areas of surface water should also be directed away from the walls. Several photos were provided for documentation, some of which have been provided as part of this report. From my observations of the information provided by you, the 2-tiered granite rectangular boulder retaining walls are located along near the corner of the house and each have a maximum exposed height of 5 feet. A minimum embedment depth of 6" is to be maintained for the walls. The grades at the top and bottom of the walls are generally level. No other surcharge or groundwater loads have been designed for the walls. This evaluation was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. Direct all surface drainage away from the retaining walls. If soil conditions, proposed layouts, or other design parameters vary from that assumed, a revised analysis might be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, �LZ�lltItI i l;tl,l� - 'y SE _ Paul Schimnowski, PE —� � AL ; fr 481?d LICENSED .•.,. .0s. OF PROFESSIONAL '/!/f l i 1�lfd ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAL/COMMERCIAL RETAINING WALL DESIGN&EVALUATIONS 3928 Cherry Avenue, Orono, Minnesota June 6, 2016 Page 2of2 TERMS AND CONDITIONS This WALL EVALUATION and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER,to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee,express or implied, is made. 2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project,and that ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor or material supplier;for safety precautions, programs or enforcement; or for construction means, methods,techniques, sequences and procedures employed by the Contractor. 4. OWNERSHIP OF DOCUMENTS:All reports,field data,field notes,calculations,estimates and other documents ('reports')prepared by Engineer,as instruments of service,shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents,which are not paid for,will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report,during which period the records will be made available to Client at all reasonable times. 5.TERMINATION:This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate, assign,sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 6. To the fullest extent permitted by law, Client and ENGINEER (1)waive against each other, and the other's employees,officers,directors,agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this wall design and written report, (2)agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and (3) if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 Location: Photo Taken by: Date Provided: R I T E R I U M 3928 Cherry Avenue Client May 5, 2016 Orono, Minnesota ENGINEER S Description: -J- View of completed retaining wall section. Photo Number - ' 4 -_� Description: Completed _ retaining wall -�- - _ section. r � 'r Photo Number Location: Photo Taken by: Date Provided: CRITERIUM 3928 Cherry Avenue Client May 5, 2016 Orono, Minnesota f N G I N f f R S t- Description: Photo prior to retaining wall construction. Photo Number 3 F Description: Construction progress photo. 4 'l Ry _ .. tit "'•Y. .y..;. } S: C 'I va 0F , Y' ' Photo Number 4' Location: Photo Taken by: Date Provided: R I T R l� 3928 Cherry Avenue Client May 5, 2016 Orono, Minnesota f N G 1 N f E R S Description: t Construction progress photo. Filter fabric and ' wall base material 'jA' noted. 1.J L r Photo Number 1 � S Description Construction progress photo. Y -�- Filter fabric and i Y � = � "`°•�" �°� �''' �i� compacted backfill f noted. s a % Photo Number 6