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Home My WebLink About2013-00005 - new structure : � „ �r� CITY OF ORONO * 2 0 1 3 - 0 0 P1 0 5 * ' 2750 KELLEY PARKWAY nATE ISSUEn: 02/1 U2013 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 4156 HIGHWOOD RD PIN : 07-117-23-44-0019 LEGAL DESC : HIGHWOOD LAKE MTKA : LOT 023 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 425,000.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE,WATER CONNECTION,SEWER CONNECTION, LAWN IRRIGATION, ELECTRICAL(STATE) PLAN REVIEW COLLECTED$1934.89 2013-00004 ADD$19.50 PLAN REVIEW FEE WHEN ISSUING-AMT SHOULD HAVE BEEN$1954.89. SAC CREDIT FROM DEMO NOTE: GUTTERS MUST BE INSTALLED ON THE WEST SIDE OF THE HOUS INITIAL) NOTE: SEE CITY ENGINEER COMMENTS: APPLICANTS ENGINEER MUST SPECT PIPE AND RETAINING W OVER PIPE AND SUBMIT INSPECTION REPORTS PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCYA��INITIAL) NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT APPLICANT pERMIT FEE SCHEDULE 3,006.75 DENALI CUSTOM HOMES PLAN REVIEW 19.50 18352 MINNETONKA BLVD. STATE SURCHARGE VALUATION 212.50 DEEPHAVEN,MN 55391- � � (952)476-2679 TOTAL 3,238.75 Minnesota State License#:20175394 OWNER MUSGJERD,SCOTT&MELISSA 4156 HIGHWOOD RD MOiJND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be perfortned according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This perrnit may be revoked at any time for d c e. Ga Z 11 � t 3 �i �/ i / ppl' t Permite Signature Date Issue y Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. BUILDING PERMIT ESCROW AGREEMENT Land Use Appiication#2012-3575 Orono Building Permit#2013-00005 AGREEMENT made this ;'�``�day of '-_..��!-�:.';�;.�';'f, 20'�, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and Scott& Meiissa�Musqierd ("Owners"). Recitals 1. A buiiding permit application has been filed for a new sinqle famiiv home located at 4158 Hiqhwood Road, the ("Subject Property"), legally described as Lot 23 Hiqhwood Lake Minnetonka, Hennepin County Minnesota. 2. Owners request the City to review this application. 3. The City wiil commence its review of the appiication and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. Ail accrued interest, if any, shafl be paid to the Cify to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (inciuding planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligibie expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow wiil also guarantee reimbursement to the City for ail out-of-pocket costs the City has incurred to assure that the work is compieted in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may aiso be used by the City to eliminafe any hazardous conditions associated with the work and to repair any damage to public property ar infrastructure fhat is caused by the work (including planning, engineering, or legal consultant review) associated with Land Use Application #2012-3575 & Orono Building Permit#2013-00005 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCR01Al. The Bala�ce on deposit in the escrow, if any, shall be returned to the .- . . . � ' � ' �,r�t��..i]i��r �� ,�r-vi,�n� *�rJm. fhc ,t�5;?'7�ru- rt+r�f��vc�t fT;± IHt� :JWf 1@!"S Wf1G�'tf t�1C (bV��W (i8S �t:P.11 l:.ufl�iGi6i{-�.'u r](iu vu�ila;i-i ��..i ��----••-- . - .. -� tUl1CIS. 6. CERTIFY BJhCPAlE9 CFdARGcS. if the project is abandoned by Owners, or �f the eiigible experses in�urred 'oy the City exceed the amount in escrow, fhe City shail havs the right t� certii,the u afd bafance to tne subiect propertv pursuant to Minn. Stat. §S 415.01 and 366.0'12. '� i — �l" ClTY• GtTY O (7RQN0 �1�'I�� ' � � �.' �t; d" ' � /t ` j� � .i.� �� , . ,(-�G'n� /` i By: ,rr .� ��, ; ,ts n i � �'� ; : ---- — -----, ♦.., . �.,m . N� - �- {y . �- *'s �.-. p� � T*rvn ;-i�3�i's^$r'f3��;fi�ifT ::. � =tlic!'�'lkJt C##�'1w�T7� , �,t 4�'fi��ldl4fY;E'L?SC��Y111S71ft�: _, i�.E SsaIX'+>j'a-�:v t,�af�S4:Lsq.LJYe`i1Gi. , ;fr(,.....�.,,t y w� ...�, ::. � i � 1 � � � �� ; G� City of Orono d � �q so p1� ��'�"' �� d.� 5�� wa s s�7" Building Permit Application �� le� �fir�a��r�e� o� Ae��1o��s Mailing Address: Permit number. - D .S �y_O�\ CrysBtal Bay, MN 55323-0066 Date received: �' `�' �.3 �;t,;..,. { �, �°?��_,�;` ,,� StreetAddress:' Receivedby: � \� � � t � � � ' ;�..�'`�;�a;{„ G� 2750 Kelley Parkway Plan reviewfee: 9c3 �C/ \r l�R,,;r�T�� Orono,MN 55356 / R��eKog ao� - �� --�" Total Fee: Main: 952-249-4600 Fax: 952-249-4616 w�vav.ci.orono mn us This application form must be completed in full and all required information m st be subrnitted. �� /�� Incomplete applications will be returned. (Please print) ' �6_�y G�N�RAL IIVFORMA I ION: I Job Site Address: 1-}(5� �ic G��ti�c�c� � Will this be a Parade of Homes, Remo elers Showcase Home or other Display Home? ❑ Yes ❑ No If yes,a special event peimit is�equired:irth Police Depaiiment and City Council approva!60 days�rioi to the event. Shuttle bus setvice ivilf be requiied unless applrcant demonsfrates sulficient oi7-site parking is available. Non-pennitted events ivill nof be allo�ied. CONTR!-1CTOR/APPLICl1NT INFORMl�TION: Name: i�F t 1G��i� �C cSh`7 l Z y1'��_S State License# ��J�� L Expiration Date: ,., Phone: � � _ � � � ; 7� office z �-�,�5 cell Mailing Address: �- Cit : �� ,�; ZIP: , q Contact Person: Applicant is: ontractor / Homeowner (Clrcle one) Email and/or Fax: � � �G/ . �- � � �r— PROPERTY OWNER INFORMATION: Name: -�`�- . `�r� Phone(day): �'�':- - i. � � � . Address: '- y�. �j(` Cit : 1i ►1 ��' /z�i ZIP: .S%�<��- �-- Email and/orFax S� ' C, (,,L � ; ' � ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply (�New Construction �Single Family with �`Residence ❑Addition attacfied 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 requ ire ❑Commercial ❑Other(specify) MCWD review&permits. ❑ Industnal �Private Well Minnehaha Creek Watershed Distnct(MCWU) ❑Other.(specify) '18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek or Estimated Construction Valuation (excluding land) � ��,(}�/'� � . . , �, f STRUCTURE INFORMATION: 1.Structure Dimensio�s 1.Structure Dimensions(co�tinued) 2.Type of Construction a.Length(ft.)= 7� Number of bedrooms=�_ �/ �Wood/Frame b.Width(ft.)= o�s'/�- Number of garage stalls: ❑Masonry Areas in square feet Attached= 2 ❑Meta) ❑Pole Bldg. c.Basement= �GQZ Detached= d. 1"Story = 9�l� ❑icF / p On-site Prefab 8 Znd$tOfy= / Zz ❑Off-site Prefab f. %Story = ❑Other(please specify): g.Total Area= )Z REqUIRED SUBMITTALS: Ail of the information must be submitted in order for your application to be processed: Not Enclosed A Iicable .�1 ❑ Permit A lication .� ❑ Pro osed Buildin Plans �- ❑ MN State Ener Code Calcutations and Mechanicai Code Re uirements Form O Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ,�1. ❑ Hardcover Calculation s O Q Se tic S stem Site Evatuation Re oR ❑ Access Permit 0 Wetland Buffer Im rovement Plan ❑ ;� En ineered Plans for Retainin Walis 4 feet or above � ❑ Plan Review Fee ❑ ❑ Other. APPLICANTIOWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Depa�tment; • Agrees to pay the Clty of Orono tor engineering consultant revlew costs In excess of 5500; • Certifies that the information supplied is true and correct to the best of hfs/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 confldential. Private data fs 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 Certiflcate of Occupancy is requested,a temporary Certiflcate of Occupancy may be issued upon receipt of a 510,000 escrow to ensure completion of the as-buift survey and all site improvements. ApplicanYs Signatur : � � 1 � �`' Date: f �—�� Owner's Signature: Date: / — a��/-3 ,, : PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDiTIONS Address/PermitNumber: ��/I(�" �''lG�,l�L7�.. Description of work: �� ' Septi�review by: �-� _ Date Appro�ed: : � . Zoning reY�ew by: Date Approved; ` f ' Bu�iding review by: Date:Approved: — n �._.. Grading review by: , •�r �ate Approved: �.a� �oning File#: ''�� Ftesolution#: Resolution D�te; Zonin .Disfrict �Fire D artirrent ' Post O�fice : .` . �S�hoo.i,:D�s�r��t . ` �o�ing: Lot A�rea: S�/AC iMdfF�:__�,__�__ Lot Co'verage: . SF � o� . � ��' ' Survey Submitfed: es; L� No .�afe of Survey:<�. ; ` , Re�c+sed tlate('?�< ra d Setbacks• , ro �l�ake)' R�ar�Streei� ( .5 'E ) . .( N S E 1M ) Ott�er�8ulfc�� ; , :Wet��d ' � � � � �r Icle. , �' Sit�e � ' � � �" , Bt�#irl�ng D��ih�d`He�ght 8uilcling Pe�k Heag�ty ,,�„�� , ��o#S'to �"��O`?. �ES: � - �QR A 8U1`L[iINGFiN�"i'N�1 BAIS�MEN"T QR C�i�►WL SPACE :`-: ;FbR A B�i1L15�1tiG�N¢'S�.AB FOUNqAfiION� f - , _ � ,�, 9 The distaqce� n the f6wesf._ ` " 'Th �&t�nt'� �+� §I�B�ntl>` j��s �7AR'F�V111TH propqsed floqr(pJ fhe baBeine�t�dr era� . �T�ItT�IVITW , eE ��y��q�t"poi�i�t�se tap� � _ � �p8ce)8nd the hrgMesl'p9�rlEo�tF�e roof,, . : I�ybu h�v$€8 A � : if,ybu t1�ve 8, • C3i6i8L�QI�MI�I��Ci�bOF�t�Cr .: . i GF�BLEOXtHIPPEbROt�F�{na � Win�4�s)` 3�u�tPaZ�GP��("�e�,�dt§taD4� � �e�iy�n 1Li b �'��oir�t of tl�e roof , wnn��l)r��ra4'�fialf tfi�n �, ` % ?��"#F��i t o�tt�s art�¢pts�idiitg ' �istance betv�een the b�9h��oirt � � � .` , SUBT�AGTI�N �',`b7�o��iPqed ot„ �f the,�bQ�t fil5e IovL nt taf � �� { �a c �• �� (@A E{S gN h i, ��, �.�Q� OF�vsri�h < € � ,sug#�G�wN� �� ,cw�ra��c��m�qa'bte Q�fi�`��a r�a '� ,��Q�R�f��} ` ' ��_,�'� �e�d�s+�r�ce k �iS D N i20�1F � �� { .�� rt � t? + �e'�.E��H��l��a„�c��(� ; > w�,��tv��,�m��t�re��qne�t �, 'IYP� : �nnndowsj,sub#rac�hatf�m� " . ,�`°�nna � �t� �� ' � ' .dis�anceS4et�vee�'the,to,�a tst � �� h o'�n�of-�'ie; ` h�gbesi w��2loV�'and t�1�hi��e�t } f � ` �. �.�;�",1`�`�� f� .�"�5,� a�, �, � ��, ., Poi�it�o�- ��ronf.� � � �;. � ' .� � � �'`� � r ° , y . �L-L 4'f�l�i��T60F 7"YP��S��,z ' ADDITION = ; ��1 tl� di h�s�b � $ F : � �na .��atd�� NoEsu t�b �s`Ed.pN ��{i��` ¢"� ,�dj C�,nkt4; � uUBT+iAGTION -�ntifract#h��i�Can�e fietwQen � "�" � '�RAF�E�rS �` �,< `s �,�� w��q } `;� xr� ' '� �b8S8m811VA�iAll�la+�'alOGfrB[�d�'I� r ' ��` P..,� F p�nv7� �� .�RP�1E.S ��X[�� igtiest esas�yig,gra�,e d�(ce�i y� � �' " EQU�1i.S A+� t� b�i1�n 1+'t,'' � r F � z A �; y �untl�U`on�R di�f�(w�iicheiiet�is"��9�5,{; ',. ° " _ ' `� � '�� n:�Q(JALS Uefl b�{Id h�'h�ig `. x 'Y f` ��, � r , �, �� a �,; . _�� ' + r � 5 "- �� ^ � S � �. + Rti ,�a •. ��, 4 �i . 3s �� i v . i r" � ' � ,� . ,_ � ' � , ' :; ,^.. 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' , , . _ , ,�. . . . . , . , - . _ _ . " ' * . � �� f v ' ,- Certificate of Title �R�� , � C�� - � Certificate Number: 1360448 Created by Document Number. 5023062 Transfer From Certificate Number: 1347771 Originally registered December 17, 1903 Volume:1, Certificate No: 241, District Court No: 129 State of Minnesota t s.s. Registration County of Hennepin j This is to certify that Scott Musgjerd,whose address is 6665 Saunders Lake Drive, Minnetrista, Minnesota, 55364 and Melissa Musgjerd, whose address is 6665 Saunders Lake Drive, Minnetrista, Minnesota, 55364 as joint tenants are now the owners of an estate in fee simple In the following described land situated in the County of Hennepin and State of Minnesota: Lot 23, "Highwood Lake Minnetonka". Subject to the interests shown by the following memorials and to the following rights or encumbrances set forth in Minnesota statutes chapter 508,namely: 1. Liens,claims, or rights arising under the laws of the Constitution of the United States,which the statutes of this state cannot require to appear of record; 2. Any real property tax or special assessment; 3. Any lease for a period not exceeding three years, when there is actual occupation of the premises under the lease; 4. All rights in public highways upon the land; 5. Such right of appeal or right to appear and contest the application as is ailowed by law; 6. The rights of any person in possession under deed or contract for deed from the owner of the certificate of title; 7. Any outstanding mechanics lien rights which may exist under sections 514.01 to 514.17. Memorials Document Document Date of Filing Number Type Month Day,Year Time Amount($) Running in Favor Of Bank of America,N.A. 4935017 Mortgage Mar 8,2012 9:00 AM $312,000.00 5201 Gate Parkway Jacksonville,FL Star Bank 5023063 Mortgage Dec 14,2012 8:43 AM $837,000.00 250 Prairie Center Drive Eden Prairie,MN Made By Scott Musgjerd and Melissa Musgjerd,husband and wife Indexes Verified through 1/2/2013 `,`y;��;RuoFT� . IN WITNESS WHEREOF, I have hereunto subscribed my name v-• �� ..�,,,T� and affixed the seal of my office this 14th day of December, ��.,��.,� �:. � N. 2012. * � a� ::� +�; .� ��„ Rachel Smith, acting y•., ��r ::' ��HF"!�couNr� R@glStl'aC Of Tltl@S� In and for the County of Hennepin and State of Minnesota. Certificate Number: 1360448 This iS a non-Cei'tified Copy Page 1 cf 1 y: .' M� •1�yp"'�'��v9d� ,� �� y�� t �"�.;'�� /L� ��f✓'r�6ri�"1' �x�./'�' O,'`J Tl�l J' o,��,�<�c rr, � � . � Jesse Struve From: Jesse Struve � Sent: Wednesday, February 06, 2013 12:34 PM To: Melanie Curtis Subject: 20130206 4156 Highwood -2013-00005 Melanie, I am fine with the survey dated received 2/5/13. In my email response from last week, I said as long as Mark is willing to sign off on his design of not having much cover over the pipe under the retaining wall, I am ok with it. I would put as a condition to the permit that Mark needs to inspect the installation of the pipe and the retaining wall over the pipe and submit a report of acceptance for the installation. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us 1 .� _ . � Melanie Curtis From: Mark [markg@gronbergassoc.com] Sent: Tuesday, January 29, 2013 4:34 PM To: Melanie Curtis Subject: RE: 20130129 4156 Highwood Rd -2013-00005 We will show a solid pvc sleeve under the wall rather than a draintile in that location. After talking with the builder it is not the intent to remove the wall, only to fill over it where possible, so we will add a note to that effect. We will show some riprap at the end of the pipe outlet on the east side. The old house drained to the alley on the west and then the drainage came back onto the 4156 property farther down the hill towards the lake. With the tight lot and a couple of trees near the lot line it is tough to run a swale on the 4156 property. After talking with the builder we are proposing a gutter along the west side of the house in order to keep most of the water on this property. Would that be acceptable in light of the drainage patterns that presently exist? From: Melanie Curtis [mailto:MCurtisC�ci.orono.mn.us] Sent: Tuesday, January 29, 2013 1:52 PM To: 'Steve Clinton' Cc: scott.musgjerd@ubs.com; Mark Subject: FW: 20130129 4156 Highwood Rd - 2013-00005 Melanie Curtis �' 952.249.4627 � mcurtis@ci.orono.mn.us From: Jesse Struve Sent: Tuesday, January 29, 2013 1:20 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130129 4156 Highwood Rd - 2013-00005 Melanie, I have reviewed the new survey dated received 1/29/13 and have the following comments: • The updated survey only lowered the invert for the pipe under the retaining wall by 0.5' meaning there will only be just over 1' of cover from the top of pipe to the bottom of retaining wall. I still have concerns the pipe will be damaged by the installation of the retaining wall or the ground pressures from the wall can potentially crush the pipe. I will need to see additional documentation regarding to the structural integrity of the pipe with the wall being placed so close to the top of it. • A note was changed regarding the existing retaining wall along the east property line. The original note was "Stone retaining wall to be filled over", but it now says"stone retaining wall to be filled over or removed". If the intent is to remove the wall, the applicant will need temporary grading easements from the neighboring property because this work will impact their property. • I missed it on my first review, but the survey will need to address potential erosion caused by the installed drain tile. There will need to be some sort of energy dissipater at the end of the pipe to make sure it will not erode the existing slope down to the lake. • The grading on the west side of the property will need to be adjusted to maintain the drainage on the property. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct � �� . � . : Jesse Struve From: Jesse Struve Sent: Friday, January 25, 2013 3:29 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130125 4156 Highwood Rd -2013-00005 I have reviewed the survey for the proposed application for the new home at 4156 Highwood Rd and have the following concerns: • The draintile pipe under the proposed retaining wall on the east side of the house appears to not have adequate cover over the pipe. The proposed catch basin says the invert is 957.00 and with an 8" pipe that leaves less than 1' of cover from the top of the pipe to the bottom of the retaining wall (958.5). • There is an existing sanitary sewer line running along the lake side of the proposed house. This should be shown on the survey and any easements associated with the sanitary sewer line should also be shown. • Will there be any replacement of the existing retaining wall along the east side of the property? It appears a portion will be filled but it is unclear if any of the south part of the wall will be removed and replaced. This is especially true for where the proposed retaining wall will tie into the existing wall. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us 1 ' ew Construction Energy Code Compliance Certificate er N1101.8 Building Certificate.A building certificate shall be posted in a permanently visible location oac Certifcate Posted nside the building. The certificate shall be completed by the builder and shall list information and alues of components listed in Table N1101.8. � �' � � �A / 6 Mailing Address of the Dwelling or Dwelling Unit City ��'r_Y 1 , ��r�� 156 Highwood Road Orono � �ud=�n��om��.�»� Name of Residential Contractor MN license Number enali Homes 20175394 HERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No Fan) o u� QT Active(With fan and monometer � � ;n or other system monitoring — � '' device m `0 o c � � a a� o �n o y C� � p � % n m � � Q 00 CO a�i U '�a c (6 N C � � �' � � VNl N � d ll O Insulation Location �� Z `—° `—° U O � w � m o m �' E E -a -a a� o � o � � o a � rn �rn �� z u. ii � � � � � ther Please Describe Here Below Entire Slab R-10 X Foundation Wall R-5 X X Exterior Perimeter of Slab on Grade X Rim Joist(Foundation) R-14 X Interior Rim Joist(1�`Floor+) R-14 X Interior W a l l R-19 X Closed ce//sprayed Ceiling,flat R-�� X X 2"Closed cell foam net and blow remainder Ceiling,vaulted R-40 X X 2"Closed cell foam net and blow remainder Bay Windows or cantilevered areas R-40 X X 2"Closed cell foam net and blow remainder Bonus room over garage R-40 X X 2"Closed cell foam net and blow remainder Describe other insulated areas Windows 8 Doors eating or Cooling Ducts Outside Conditioned Spaces average u-Factor(excludes skylights and one doo 0.30 Not ppli abl ,all ucts locate in conditioned space Solar Heat Gain Coefficient(SHGC): 0.32 R-value E HANICAL SYSTEMS Make-up Air Select a T e Refer to specifications and ventilation calculations provided by HVAC supplier for mechanical system info t ' ti : �l�"�O f//G�N�vee o �.�� /z o�� Tabla 501.3.4 Procedurs to Det�n�ne Maksup Afr Quarrtlty tor Exfiwnt Equipnwnt In DwN6np� Ust the Cdumn lo EsMnate Flause Intlbalion One or muqiqe pow�vent One a mdGple!aa- One ebnoepl�riaNY �ePie�Dheri�N�r a daed venl eppli�nces or es�aled appYa�oes and venbd gas a d{ venled gas a oA no aortibuslion e�plianoes" power ve�tt ar dired venl sppNance a ane sdid eppi�nce�or solid iuel e �� •� n � �� o.tis o.oe aos o.o� b) cond'lioned 600t area `�"'�"°"� 357 unfni�hed beertienit Es6mdod Fioiea ��,c�r. 53� tsx 1 2. Exheusl C.�ady a) oodinuoas exhausl- onll►ve�lion SpiWn6 ��,,: ��,� ��v ��v ��,�,� �� h dadles 135 135 135 135 c) 60%oi Impest mhaust raUrg{dmr(nol app:'cable i1 recirculaling syslPm ar � �� if pow�ced makeup air a abctri�ely inbedod�ad�d rt�rhed b � BO%dnactlaryeat exheust raur�g(dm): (nd appk�ble I red�aY�q system a � � d powered makeup sir �ele�+N nleAod�ed m�o mexnea a na 1'alal6d�et ca�wahr --7 1 3, t�lceup Air a) T�t Capaoty rp�—1 6om abo�e b) E�6maled Houss Infiltr�lion 6om abo�re 5 3� Ml�eup Ak Quaidily {�'��—� � �3 �if value is�pa6ve,rm air is n ` 4. Fa Makeup M o�s�,ret�ro � 'a,� 7'�[.e �A�SrU�' raDle 50t.3.2 '� Use INs eoMmn��ere�e a{fier Ihan Fan�sslsled a abmosphericelly vented yas a od appianoes a il there ere na oombu.slion appTiatioes. B Usa tlis ooMxnn�theie a ane Ian•assis�d apptianoe par venting system.Of?�than�mosphericdy vented�aes may elso be induded. � Use tlas ao�rmn rf Iheia ls ane atrtbsphericaAy venled(other than len-assistedj gas ar ai a�iiar�e Der veMu�9 syatem or one safd iuef applia��ce. o Use tlas eoNirtw��lhere are mul6ple aYnospherically vented gas or oN appiar�oes using a oomnwn rent ar if UxYe are atrtq�henca�r vented gas a d appNanoes acid soAd fuel applis�s. 13 t. . rebia sot,3s hlakeu Afr td S1�n Teb1e bcr Now and Existi Dwelli s One or mu�ipke One a mui�ple feo- One hfuiUple Pessive mekeup e+r power vpnl or dueCl es�oled aq�plianoes aUttospherically atmosphencally ope�iny daq venl appianoes a and power venl a venied ges a ad venled gae or oif di�nele�`a na combustan direct veM eppianoe or one appli�roes or sold a �enc�es" a anoess eo4d fuel 'a� iuel 'anoes° 7 of " or s dm cfm dm dm �� Passive 0 ' t-36 1-22 1-15 1-9 3 Passive 37�66 23�1 i6-28 tatT 4 Passive 67-109 42�6 29-46 18-28 5 Pa�sive 110-163 67-100 47�9 29-42 6 Passive 164-232 101-143 70,99 43-65 7 Pa9s'ne 233-317 144-196 100-135 62�3 g Pessive 4pening with Motoraed Dam 31&4t9 196-258 136-179 84-110 � Passfve Ope�dng with A4otor¢ed Dam 42(}�539 259-332 18Q230 111-142 10 Pasaire Opening wiU� Mdor¢ed Dam r 540�79 333-t19 231-290 143-179 11 Poweoed Ai� N79 >,18 >290 >179 not a iwMe " llse tha oawmn if lhere are ather Ihan fat►�assisted a atm�y yenled gay a al appliar►ces or dthere are cro cornbustion appia�ces. � Use I�is col�mn d there is rne far►�assaled epp�ence per veritinp syslem.O�er Ihan atmospherimllr vented app6arraes may also be induded. � Use thi�ootumn�Ihere Is one almosphencallr v+enled{ather Ihan(an-assisled)pas or df a;�anoe yer venting ayslem a me solid tuet apoiianc�. ° Use lhi6 oolumn N there ae mulhiple atmasphericaly vented ges a al epyfences usirg e oommon veM a d{here ere alrno�pheric�ly vaMed gas or dl ep�w►�es end sdid fuef appiiance(s) E M equivalant length of 100 teel at mund srtaolh metal ducl is aSsumed.Suhlred 40 feel for Ihe e�ctenor hood er►d Ien teet fa eadr 90- degree elhow b determine the ramaining 6ength o(aUaipM ducl allow�ahie. F li flexible dud is used,irKxease IFie ducl d'ameter by one inch.FIex�1e ducl ehaA be streldied with minimal sags y BaromeUic dempers are prohibited in passive mafceup�r openings when anr afrtaspherically vee�ted appliance is nsW9e�i " Powpred makeup a�shall be e�ectr;r.alfy inlerloticed wdh the largesl exhe�l syslern. 14 33 RESIDENTIAL ENERCY CODE 1322.1IQ4 Equation ]1-1: 'fotal ventilation rate(cfm) _ (0.02 x squsre leet of conditioned space) + [15 x (number of bedrooms+ I)] i�1104.2.1 Continuaus��entilalion. A minimum of 50 percent of the total�•entilation ratet but nol less than 40 cfm, sha}I be provided, on a conlinuous rate average for each one-hour period according to Tab)e N]J 04.2 or Equation ))-2. The p�rtion of the mechanical ventifalion system that is intended to be coniinuous may have automavc cycling controls providing the average Bow rale for each hour meeting the requirements of Section N I]04.2.]. Equation ]1-2: Caniinuous ventilation (cfm) = total ventilation raiel2 N]104.2.1.1 Ventilation rate. The conlinuous venti}aiion system shall be balanced in accordance wiih Section N1104.4.2. Exception: Jf the Ioca1 ventilation requiremenis according ia iRC Section R303.3 are being met by the continuous ventilation system, it sha11 be capable of operating at a rate not more than 100 percent greater 2han required by 5ection N 1]04.2.]. NI�04.2.2 ]ntermittent venlilation. The difference betv��een the ��tal ventilation rate and the continuous ventilation rate shall be based on flow•rates as designed or as installed. Table \1 l 04.2 Total and Cantinuous Ventilation Rates (in cfm) Number af Bcdrooms � 2 3 �1 j �2 Conditioned space' (in sq. Total: Total/ Total/ Totall Total! Totai; ft.l Continuous Continuous Continuous Continuaus Continuous Conlinuous 1Q00-150Q 60/40 75/40 90/45 IOSl53 120/60 135/68 1501-2D00 70,'40 85l43 100/50 }15/58 ]30/65 I45C13 2001-2540 80,'40 95146 I10/55 125/63 140!70 ]55/78 ZSOI-3004 90/45 l05/53 120J60 )35168 150/75 )65/83 30b}-3500 100/50 l I 5/58 130/65 1 3 160l80 175/68 �3501-4000 110155 ]25I63 140/')p 155/78 170185 185/93 Copyright m20D9 by the Revisor of tiistules, State oTMinnesota All Righ�s Resen•ed. 1346.60121FGC APPENDIX E,WORKSHEET E-1. IFGC Appendix E�Worluheet E-1 Residential Combuation A�Cefa�daHon Mdhod for Fumace Boiler,�Water Heater in the Sarne S ce Step 1: CotnpbEe vented com�tian appliace intonnation: --�– Fumao�lBailer. D�aft Fiood Fan Assisted Di�ed V�1 Input:�_�LBtufir (Not fen Ass'� d Powet eM Weter Heat�: Drafl Hood �Faa Assisted _t�ed Vent Inpul:�z�eWfir NOtf�1 i Power Veni Step 2: Cela�eEa the vdume oi the Combustlon Appliance Space{CA5}oonlairtinQ combuation epp�iances. 7he CAS h�aY s connected to one anothe� cade com iant o CAS vdurue;l2 tt� Step 3: Deiempne ek CAanges per Flpur(ACH}' Default ACH vafues heve been inoorporated inlo Table E-14or use witl►Metlad�b(1WR iNelhodj.If Ihe�rear of oonshuction or ACH ie nol krwwn use method 4a Standard Mdh Sbep 1: Determina kequined Vdume tar Combostia�A�, �a. Sland�ard N{ethod To1a181uRu input o(a1 oom6us6on appliances(DO NOT COUNT 0lRECT VENT APPLU4NCES}Input��'+�BIuA�r Use Siandand MeUad oolumn in Table E-1�o find Total Required Vcluna(TRV} TRV:�75 fts II CAS Vdume{hom SEsp 2)is gn�te►fhan TfiV then no oWdoor openings are needed. IF CAS Vdume(irom Siep 2j ia ksa�hsn TRV Ihen go�O STEP 5. 4b. Known Air InflMratian Ra6e{I(AIR}Metlwd Tdel Bhdht input of�I(an-assisted and power rdtt apptiances (DO MOT COUNT DIRECT VENT APpLIANCES) InpuC BaAu Use Fan As�sted App�anoes ooh�b Table E-1 to find � 375 Requked Vdume Fen Assisted(RVFA) RVFA•�jR3 Toiel Bhdhr input d ad non�fen-assistgd epplianoes 4�pu1: Bh�lhr Use NarFan-Asstsied Rppienoes cdumn in Teble E-1 b find Required Vobme Non•Fan-ABsisted(RVNFA} RLMFA tp Totel Requlred Vdumt(TRN)=RVFA+RVNFA TRV=3375 s 33751p tF CA5 Ydun�(hom Stap 2)ia snahr Ef�an TRV then no outdoo�openings ere needed. N CAS Vdume 2 is kss nhan TRY then o�STEP S. Step 3: Ca6adabe tl►e�o of avalabke interior volume b the toles requiteed vdume. Ratio=CAS Valume 6om Ste 2)dlvlded by TRV(fr�m Step 4a or Step� RaUo a�%�'j'�' S1ep B: Celad�e Raduc�on Fac�r{RF� — — RF=1 min�Rt+�o RF=1- .36= . ��'f Sbrp 7: Cala�iabe tingip putdoor opening as ii ap comb�Gon air is irom outside. Total Btulhr input oi aA Combustion App6ences h ihe same CA5{EXCEPT DIRECT VENn Ir�put:Y� Btufir Combustion Ait Openang Ates(CAQA): Tdel Bh�t�wdrd �o an,mr er ini CA�A=y�`'�DOC BhtTh� er�_ � ir� 5fep t: Celculate N{h�at�CAOA. Mmimum CAQl1=CAOVI mWti ped b RF N[irrimum CAOA= � x��= �.�� Slsp 9: C�a�laEe Cornbusbn Aft Opening Diameter(CAOD) CAOD=1.S3 m b ihe s uare root of Minlrnum CADA CAOD=1.13 x Mirtimum CAOJ1= 3.3�in +It desired,ACH can be detenraned using ASfiRAE cak�lation or bbwer door lesf.Fdbw pocedures in Section 304. 58 1346.6014 IFGC APPENDIX E,TABI,E E-]. ~ IFGC Appe�dix E,Table E-1 Residential Combustion Air R ufred Volume uired 1nSerior Volume Based on I t Rati of iaRoes Known Air Infiftratian Rate(KAlR)Melhod(ft�j Input RaGng Slandard Method Fan ASsisled Non-F�-Assisted Bhdhr 1994�to Present Pre 1994� 1994��Present Pre 1994� 5,000 250 375 188 525 263 1Q000 500 750 375 1054 525 45.000 750 1125 563 1,515 �88 20 000 1000 1,500 750 2.1U0 1050 25 0�0 1,25Q 1,875 938 2,615 1,313 30.00D 1.500 Z 250 1 125 3,150 i,575 35,OOU 1.T50 2,625 1,313 3,fi75 1838 40.00Q 2.000 3.000 1500 4 20{I 1100 45,000 2 250 3,375 1,688 4,715 2,363 SQ�00 2 500 3 750 1875 5,25Q 2,625 55 000 2 750 4125 2.OS3 S T75 2,888 B0.000 3 000 4.5W 2.250 8,3�0 3.150 65 000 3 250 4 875 2 438 6 825 3 413 70,000 3,SQU 5.250 2 625 7,350 3 675 15,000 3,754 5,625 2,813 7 815 3,938 80,004 4,fl00 6 000 3 Q00 8 400 q,200 95 000 4,250 $,375 31 B8 8,825 4,463 90,D00 4 500 6 T50 3 375 9,450 4125 95,000 4 750 7125 3,563 9,975 4 988 100,000 5,000 7 500 3 750 10 54D 5,250 105 000 5,250 7,875 3 938 11,025 5 513 110 000 5,500 8 230 4125 11550 5,175 115 000 5 750 8,625 4,313 12,075 6 038 120,000 6 000 9.000 4,500 12,600 6 300 iZ5 000 8 250 9 375 �68B 13,125 6,563 13d 000 B 500 9 750 4 875 13,850 6 B25 135,000 6 750 1�t25 5 OS! 14,175 7 O88 140,000 7.ODb 10.500 5.250 14,700 7 350 145.�0 7,250 10 875 5,4� 15 225 7 613 150,000 7,500 11,250 5 623 15 750 7 875 155,000 7,750 11,625 5813 16275 8,138 160 OOQ 8,000 12 008 6,D00 16.800 8,4U0 165 000 8 250 12,375 6,188 17 325 8,663 170 000 8 SUO 12 750 6.3T5 17 850 8,925 i75 000 B 750 13,125 6.563 1B,3T5 9,188 180 000 9 000 13 50D 6.750 18,900 g q5p 185 000 9 250 13 B75 6.938 19,425 9,713 190,000 9.500 14.750 7125 19,950 9.915 195.000 9 750 14 625 7,313 20 475 10 238 200,000 10 000 15 U00 7 500 21,000 10 500 2U5,OOQ 14,250 15 375 7,688 21.525 10,763 210,000 10 5� 15 750 7,875 22 050 11025 215,000 10 750 16,125 8,063 22 575 19 288 220 000 11000 ti6 500 8.250 2310Q 11 550 225000 11250 �6,857 8438 Z3,625 118ti3 230,000 11500 17,250 8 625 24 i50 12 075 �Ths t994 deh�fxs ID d�eBlrga oatstruded�der tlro 1891 hinrosWe Ener.3Y CoCe TTro defeull KAIR used m I�a sxtim d Ihe lebla h 6.2Q ACH �Thh sedlon ol Ihe teble b b be used far dwolUng�constnided piior l0199d.The detau0.NAIR ueed m Qus se�iion d tAe 4eDle Is 0.40 ACH 59 Ktt+Cl V C I� �l/S6� /,�/GiS�f.c�Q�,� R D�!s� �!�E.c,/.f G! Ct�1"T`d✓�t NGt.�i'�'�� JAN 04 2013 TiFR I �'Rea.�r�`E�G f �1 sF�ct�tr+�"�',�,�c, !-- C�TY OF ORONO 2. PROPOSED HARDCOVER 3`/3 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 propos��t�� will be added. Use as many lines as necessary to accurately de r status of the property. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet Exam le Gara e 24'x 30' 720 S.F. A i67 9 s.F. B D.t� �t � i -�7 s.F. C a5 /01�Gv,f Gk ♦lTEP S.F. � 3'TadV ,,r s.F. E � n S.F. F w cc 33 S.F. G w,�� s.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R s.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover 2 9� o s.F. Excludable Hardcover: /_ l,v�c� 3 S.F. l.v�� 9 S.F. S.F. __ V.�. --- S.F. 2 Total Excludable Hardcover �z_ s.F.i 3 Net Pro osed Hardcover Subtract line 2 from line 1 Z�S� S.F. 4 Total Lot Area �,q q,� s.r Proposed Hardcover Percentage [ (3) = �4) ] 24, q$ °i4 • � , • , �a� � � ' �� .�� § r�. +i� � �� ,� ��. � Mattson Basset Creek Business Center Macdonald 901 North 3rd Street, #100 Y�U�.,�� Minneapolis, MN 55401 Stl'UCtUt'S� ° 612-827-7825 voice engineers � 612-827-0805 fax January 23,2013 Steve Clinton Denali Custom Homes 18352 Minnetonka Boulevard Wayzata,MN 55391 Re: Highwood Road Residence MMY Project Number 13042.00 Dear Steve: As requested,we have completed a structural review of the Highwood Road Residence at the proposed new residence construction in Orono, Minnesota. Background and Description It is my understanding that the structure is being constructed as shown in the drawings AO through A7, dated 28 December 2012 and labeled Permit Set. Per our conversation, MMY's scope of work includes the structural engineering of the new construction including the load bearing 2x4 construction and MWFRS(main wind force resisting system). Opinions and Recommendations My calculations indicate this work is in accordance with the structural provisions of the 2007 Minnesota State Building Code when constructed per the information shown in Appendix A—Structural Notes and Appendix B—Structural Redlines. Limiting Conditions: The opinions and recommendations contained in this report are based on information provided by you,existing plans, building codes,judgments regarding the structure based on past experience and industry standards, and calculations performed based on this information. The work provided in the preparation of the report concerns the structural aspects of the construction only,and does not address architectural,mechanical, electrical,geotechnical,other areas of structure not specifically noted,or miscellaneous aspects of construction such as safety or means and methods. If you have any questions,please do not hesitate to contact me. If additional construction administration support,shop drawing review,or structural design of adjacent items is requested,we are available to support at our standard hourly rates. Sincerely, Mattson Macdonald Young, InC. I hereby ceRify that this plan,specitication or report was prepared /� by me or under my direct supervision and that I am a duly licensed f; Professional Engineer under the laws of the State of Minnesota. � , „�-..__,_ ..� 3,^ . '.�.._.....>_---� A en P Grant, PE Attachments: ar�en P.Gra�c, �.E. Appendix A—Structural Notes 23Jan2013 Appendix B—Structural Redlines 23Jan2013 oii23/2o�3 MN Reg.No.43827 � �:, � !�., ,._. � STRUCTURAL NOTES Unless noted otherwise on the plans and/or 1n the detalls,these notes shall apply. If there are discrepancies between the plans/details and these notes,the contractor shall conform to the more stringent requirements, unless clarified with the Structural Engineer of Record (SER)prior to work. MATERIAL STRENGTHS Structural Steel HSS Rectangular—ASTM A500 Gr. B, Fy=46 ksi Misc. structural steel—ASTM A36, Fy=36 ksi Electrodes E70xx or equivalent wire Structural Steel Fasteners Anchor rods—ASTM F1554, Gr.36, Fy=36 ksi Threaded rods—ASTM A36, Fy=36 ksi Reinforcing Steel Deformed Bars—ASTM A615, Gr. 60, Fy= 60 ksi Masonry Joint Reinforcing—ASTM A951, Fy=70 ksi Epoxy Coating for Reinforcing Steel—ASTM A775 Concrete f'c=compressive strength in 28 days 4,000 psi unless noted otherwise 3,000 psi for footings 3,000 psi for masonry corefill &concrete topping on precast Structural Lumber All dimensional lumber-#2 Spruce Pine Fir(SPF) or equal Laminated Veneer Lumber(LVL) E= 1,900,000 psi Fb=2600 psi Parallel Strand Lumber(PSL) E=2,000,000 psi Fb-2900 psi Treated lumber-#2 Southern Pine or equal DESIGN LOADS Roof Dead load 17 psf(7 psf top chord+ 10 psf bottom chord) Snow load Roof snow load =35 psf Floors Dead load 15 psf(5 psf top chord+ 10 psf bottom chord) Live loads Typical 40 psf Habitable attics and sleeping areas 30 psf Garage Parking 50 psf or 2000 pound point load plus topping weight Wind 90 mph (3 second gust) Exposure B, I = 1.0 EXISTING CONDITIONS Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this construction prior to fabrication. Remove and replace existing architectural, electrical, mechanical, structural, civil, and miscellaneous as necessary. Appendix A,Highwood Road Residence,23Jan2013,MMY#: 13042.00,APG Page 1 , • �i � TEMPORARY BRACING Contractor is responsible for bracing, without overstressing, all structural elements as required at all stages of construction until completion of this project. Provide temporary lateral support for all walls until walls are adequately braced by permanent structure. Shore foundation walls retaining earth until floor framing and basement slab are in place. Use caution when operating equipment adjacent to foundation walls. GENERAL SOIL NOTES The structure has been designed using a presumptive load-bearing value of 2000 psf in accordance with Table R401.4.1 of the 2006 IRC on virgin soil or compacted granular fill for footings. Remove all top soil, uncompacted fill,or other poor soil from the construction area. Slope the site to drain away from the building. Install gutters and downspouts. Install drain tile. Backfill with granular soils. FOOTINGS/FOUNDATIONS All footings are to be formed. All stumps, roots and debris must be removed from the soil to a depth of at least 12" below the surface of the ground in the area occupied by the building. Footings shall be placed on virgin soil or compacted granular fill. Wall footings are cast-in-place concrete with continuous reinforcing placed 3"clear of bottom and 2"clear at top and sides. Wall footings are centered under walls and column footings under columns. Wall footings shall be a minimum of 10"thick with a 4"projection each side of wall. Reinforce with 2 -#4 continuous bottom bars. Column footings shall be a minimum of 12"thick, with plan dimensions as shown on drawing. Reinforce with#4 bottom bars at 8"o.c. each way. Provide 30 bar diameter lap at splices and full crossing lap at corners and intersections.Tie all reinforcing in place. Set footing reinforcing on chairs or masonry brick to obtain 3"clearance from bottom of footing. Maintain minimum frost depth of 42"for all exterior footings. Top of footing shall be placed below the top of slabs on grade, or placed to maintain frost depth, whichever is deeper. Step footings in a uniform manner using a 2:1 horizontal to vertical slope. Cast dowels in footing for foundation walls above. Dowels shall be the same quantity, size, and spacing as the vertical wall reinforcing. Dowels shall be 30"long and extend to 3"clear of bottom of footing. Contractor shall be responsible for implementing hot weather concrete requirements per ACI 305'and cold weather concrete requirements per ACI 306. Shore all foundation walls appropriately before backfilling and compacfing. Foundations supporting wood shall extend at least 6"above the adjacent finished grade. At foundation end walls,provide perpendicular full-height blocking at 24"o.c. in the first three joist spaces. Glue and nail to joists and subfloor. Attach to sill plate with 2-USP MP5 clips or equal. The contractor shall verify the location of all existing underground utilities and tanks prior to beginning excavation. CONCRETE Provide ready-mixed concrete per ASTM C94. Portland cement shall be ASTM C150,Type I. Use only one brand of cement throughout the work. Provide concrete aggregates meeting the requirements of ASTM C33. Maximum aggregate sjze shall be 3/4"for grade beams and slabs. Water shall be clean,free of deleterious amounts of acids, alkalis,or organic materials, and shall be considered potable. Provide admixtures to reduce water content, provide air-entrainment,or alter the quality of the concrete to meet the job conditions. All wall openings targer than 12"shall have 2-#5 at all sides extending 2'-0"beyond each edge of opening with 2-#5 x 4'-0"diagonal bars at each corner of opening. Appendix A,Highwood Road Residence,23Jan2013, MMY#: 13042.00,APG Page 2 . �, �� , Wall reinforcing shall be continuous through columns and pilasters. Provide full development and splice lengths per Concrete Reinforcing Steel Institute (CRSI) or ACI 318 requirements. All concrete exposed to weather,freeze-thaw conditions or de-icing chemicals shall contain 5%-7°/a entrained air. Slump shall be determined by ASTM C143 as follows: Footings 3"-4" Walls,columns 3"-5" Slabs on grade and topping 3"-4" Masonry grout 8"- 11" Concrete shall not be laid when the temperature of the outside air is below 40 degrees Fahrenheit, unless approved methods are used during construction to prevent damage to the concrete. All materials used and surfaces built upon shall be free of snow and ice. Wood beams pocketed into concrete shall be provided with a 112"air space on top, end, and sides unless treated wood or steel plates are used. Concrete shall not bear permanently on wood members. Concrete Foundation Wall Reinforcing Wall Height Retained Earth Min.Wall Vertical Reinf. Horizontal Anchor Thickness Wall Height Reinf. Bolts inside face Up to11'-0" Up to 6'-0" 10" #5 at 48"o.c. 4-#4 48"o.c. Up to 8'-0" 10" #6 at 32"o.c. 4-#4 32"o.c. Up to 11'-0" 10" #6 at 16"o.c. 4-#4 16"o.c. • Reinforce stepped concrete foundation walls (concrete walls retaining earth that do not eutend up to the bottom of framing above) with#4 @ 18"on center each way,centered in wall. SLABS ON GRADE All slabs on grade shall be reinforced with 3.0 pounds per cubic yard polypropylene fiber reinforcement. Slabs on grade adjacent to foundation walls retaining earth shall be a minimum of 3"thick. Construction and/or control joints shall occur at a maximum of 10'-0" o.c. at exterior slabs on grade, and at a maximum of 16'-0"o.c. at interior slabs on grade. Construction and/or control joints shall be laid out in a rectangular pattern with long to short side ratio less than or equal to 1.5 and with no re-entrant corners. Control joints for slabs on grade shall be saw cut as soon as concrete can accept it without raveling Do not cut structural slabs or topping slabs. All control/construction joints shall be continuous and not staggered or offset. Control joints shall be cleaned and sealed for curing purposes as soon as possible. Verify floor finishes and control/construction joint locations with owner and architect. STRUCTURAL STEEL All structural steel shall be designed, fabricated, and erected according to the specifications of the American Institute of Steel Construction (A.I.S.C.) Latest Adoption. Structural steel supplier shall supply all cap plates, bearing assemblies, base plates, stiffeners, splices, and connections, and shall design same unless noted on drawings. All welding shall match filler materials in accordance with the rules of the American Welding Society (A.W.S.) Structural Welding Code, Latest Adoption. All welders shall be certified by the rules of the American Welding Society. Tighten anchor bolts and grout column base plates before installing steel beams. Provide complete detailed shop drawings to the contractor for review and approval prior to fabrication. Appendix A,Highwood Road Residence,23Jan2013,MMY#: 13042.00,APG Page 3 DIMENSION LUMBER Design assumes lumber is free of significant splits and checks, and contractor will visually inspect during installation. Sills and all other lumber in contact with concrete or masonry and within 8" of finished grade shall be preservative treated wood. Preservative treated wood shall be in accordance with the American Wood Protection Association, Standard U1. All lumber is to be grade stamped, which is to contain grading agency, mill number or name, grade of lumber, species or species grouping or combination designation, rules under which graded, where applicable, and condition of seasoning at time of manufacture. All lumber shall be seasoned to a moisture content of 19% or less, with the indication of "S-Dry" on the grade stamp. All lumber shall be protected from the elements. Sill plates to be bolted to foundation wall with 5/8" diameter anchor bolts at 4'-0" o.c. maximum. Bolts to extend 13"minimum into solidly grouted foundation wall. Each siii plate to have a minimum of 2 bolts with one bolt located not more than 12 inches or less than 4 1/2 inches from each end of the p►ate section. Use 1/8"x 2"washers, slightly crushing plate. Minimum nailing shall be in accordance with Table R602.3(1) of the 2006 1RC unless noted otherwise. All walls shall have a single bottom plate and double top plate. Exterior walls (load bearing and non load bearing) shail be: 2 x 6 studs at 16" o.c. [or] 2 x 4 studs at 12"o.c. [or] 3 x 4 studs at 16"o.c. Exterior walis above the upper level shali be 2 x 4 studs at 16"o.c. unless noted otherwise. Interior bearing walls shall be 2 x 4 studs at 16"o.c. unless noted otherwise. Interior non-load-bearing walls shall be 2 x 4 studs at 16"o.c. unless noted otherwise Typical interior openings to have a minimum of 2 bearing (trimmer or jack) studs and 1 full-height king stud. Typical exterior openings to have a minimum of 2 bearing (trimmer or jack) studs and king studs as follows: Exterior openings up to 2'wide shall have 1 x king stud. Exterior openings up to 4'wide shall have 2x king studs. Exterior openings up to 8' wide shall have 3x king studs. Exterior openings over 8'wide shall have 4x king studs. Headers not noted to be 2—2 x 6 up to 4'-0"span and 2—2 x 8 from 4'-0"to 6'-0"span. Wood headers shall have a minimum 3" length of bearing at each end or bear the entire length of the bearing studs. Beams shall bear on a minimum of 3"along their length and fully along their width and have a minimum of 2 typical wall studs supporting them, unless noted otherwise. Joists shall bear the full width of supporting members (stud wall, beams, etc.). Provide solid vertical blocking at all joist spaces below wood columns. Provide matching columns to foundation at lower levels below columns comprised of 3 or more studs. All beams and joists not bearing on supporting members shall be framed with prefabricated joist hangers. Beams or headers made of 2 - 2x's with 1/2" spacer shall be nailed together with 16d nails (.162" x 3 Yz") at 16" o.c. along each edge,typical for each lumber ply Spacing of bridging for joists shall not exceed 8'-0". Double all joists under parallel partitions. All plywood and OSB shall be installed per American Plywood Association standards, including the use of construction adhesive for fastening to floor joists. All fasteners and hangers in contact with treated lumber shall be G185 hot dipped galvanized or equal. Lumber grading rules and wood species shall conform to Voluntary Product Standard PS 20-99 as published by the Department of Commerce. Grading rules shall be by an agency certified by the Board of Review of the American Lumber Standards Committee. Performance requirements, adhesive bond performance, panel construction and workmanship, dimensions and tolerances, marking, and moisture content of Wood-based Structural-use Panels shall Appendix A, Highwood Road Residence,23Jan2013, MMY#: 13042.00,APG Page 4 , . , � , conform to Voluntary Product Standard PS 2-92, as published by the Department of Commerce. WOOD TRUSSES Responsibilities ot the contractor, building designer, truss manufacturer, and truss designer shall follow the publication 'TPI 1-2002 National Design Standard for Metal Plate Connected Wood Truss Construction." Truss supplier shall notify SER of any proposed revisions to the layout indicated on this plan. Revisions that affect the structural design will not be allowed without prior written approval by the SER. Verify a�lowable bearing locations for girder trusses with SER prior to final design stage. Provide metal bearing enhancers as necessary to uti�ize stud columns shown on plan. Trusses shall be designed for top and bottom chord superimposed dead and live loads as indicated above. Truss supplier shall design trusses to support additional dead load from,but not limited to piping, ductwork, etc. Coordinate with mechanical/electrical as required. General contractor to verify location and magnitude of all such loads with truss supplier prior to fabrication of trusses. Coordinate any draft stop locations and design trusses accordingly. Live load deflection of roof trusses shall be limited to 1/240 of the span. Live load deflection of floor trusses shall be limited to 1/480 of the span. Design trusses for bearing as shown on drawings. Truss configuration,pitch,overhang, etc.shall be indicated on the architectural drawings. Spacing of roof trusses shall not exceed 24"o.c. Spacing of floor trusses shall not exceed 19.2"o.c. Lumber for wood trusses shall be in accordance with manufacturer's recommendations. Truss manufacturer to provide girder trusses, hip jacks, and step-down trusses as required and designed to support all superimposed loads. Provide hip-sets, dormers, and piggy-back trusses as required. Truss manufacturer to specify if roof sheathing needs to be applied before placing "over-framing". Provide metat framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting member as shown in details. Truss manufacturer shall provide truss to truss connection hangers. Bridging, and bracing of truss compression and tension members, shall be installed in accordance with the truss manufacturer's design and directions. No cutting, notching, or modifications of trusses will be allowed without the manufacturer's written approval. Contractor shall provide permanent and temporary diagonal, lateral, and cross bracing in accordance with the publication "BCSI 1-03 Building Component Safety Information, Guide to Good Practice for Handling, Installing and Bracing of Metal Plate Connected Wood Trusses" by the Truss Plate Institute and Wood Truss Council of America and as otherwise necessary. Permanent bottom chord bracing and web bracing shall be located as shown on the truss drawings and shall be minimum 2 x 4 with 2- 16d nails to end walls and trusses, lapping two truss spaces at splices. WALL SHEATHING Wall sheathing shall be minimum 15/32"thick APA rated panels, rated for spacing of supporting members. A minimum 32/16 span rating is recommended. Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and long dimension of panel shall be either perpendicular or parallel to supports. Fasten wall sheathing with 8d nails (.131"diameter x 2 1/2") spaced at 4" o.c. at supported edges and 8" o.c. at intermediate supports. Leave an 1/8"gap at all end and edge joints to allow for expansion. Stagger end joints of panels. Refer to plan and notes for any special shear walt nailing and bolting conditions. Gypsum sheathing to be a minimum of 1/2"thick fastened with 6d cooler or wallboard nails at 7" o.c. to all framing members unless noted otherwise. ROOF SHEATHING Roof sheathing shall be minimum 19/32"thick APA rated panels, rated for spacing of supporting members. A minimum of 40/20 span rating is recommended. Provide panel clips, one between each support, for supports spaced greater than 16"o.c. Appendix A,Highwood Road Residence,23Jan2013,MMY#: 13042.00,APG Page 5 . � • � � ' • Provide Exterior or Exposure 1 grade. Panels shall be continuous over two or more spans, and long dimension of panel shall be perpendicular to supports. Fasten roof sheathing with 8d nails (.131" diameter x 2 1/2") spaced at 4"o.c. at supported edges and 8"o.c. at intermediate supports. Leave an 1/8"gap at all end and edge joints to allow for expansion. Design of roof sheathing assumes that the roof will be properly insulated and ventilated. Refer to APA publication N335N "Proper Installation of APA Rated Sheathing for Roof Applications." FLOOR SHEATHING Floor sheathing shall be minimum 23/32"thick tongue and groove APA rated panels, rated for spacing of supporting members. A minimum of 48/24 span rating is recommended. Provide Exposure 1 grade. Panels shall be continuous over two or more spans, and long dimension of panel shall be perpendicular to supports. Fasten sheathing with construction adhesive and 10d nails(.148"diameter x 3")spaced at 4"o.c. at supported edges and 8"o.c. at intermediate supports. LVL WOOD MEMBERS LVL members noted on drawings are engineered laminated veneer lumber as manufactured by the iLevel -Weyerhaeuser Company. Alternate at contractor's option of equal design properties. Sizes shown on plan are actual size. CHIMNEY FRAMING At chimney's higher than 3' measured from top of wood framing to top of highest contacting roof deck elevation,the following general guidelines apply: Frame with continuous 2 x 4 material from the top of the chimney to attic floor. For discontinuous walls, provide triple plates bolted together at corners and Ca� 32"oc with sheathing butted at center plate. Provide (2) plates at top of chimney, lap these plates at corners. Brace laterally at roof top and bottom chords with blocking and strapping to adjacent trusses at each side of chimney for support in all directions. Sheath all sides full height with 5/8"plywood blocked at joints ar�d nailed with 6:12 nailing pattern. Notes represent a guideline only, on-site determination of exact blocking and framing systems to be determined by the contractor. PRECAST CONCRETE UNITS The design of all precast concrete units shall conform to ACI 318. Submit complete shop drawings to architect for approval,showing the erection plan, all bearing conditions, and anchorage details. Prestressed units to sustain the loads indicated in addition to alt other dead loads. Plank supplier shall design plank to support additional dead load from, but not limited to piping, ductwork, etc.. Coordinate with mechanical/electrical as required. Precast concrete walls shall be anchored to the foundation and to each other. The precast designer shall design the connections for fastening precast units to foundations, to each other, and to other supporting members. Floor plank shall be prestressed hollow-core slabs,proportioned for the loads noted on the drawings. Upon installation, plank shall be essentially past the effects of deformation due to creep and shall have camber not over 1/360 of the span. Such camber shall be uniform from plank to plank. All headers at openings in precast concrete shall be furnished by precast suppliers. Place mechanical openings not shown on plans between webs in precast concrete plank units. Do not drill holes into precast concrete plank without prior approval from plank supplier. Wet the surface of the precast plank to surface saturated dry condition and broom in portland cement slurry immediately prior to casting topping slab. A properly applied bonding agent is acceptable in lieu of the wet slurry provided it is installed in strict accordance to manufacturer's instruction. Appendix A,Highwood Road Residence,23Jan2013,MMY#: 13042.00,APG Page 6 � City of Orono -�o;vo, Hardcover Calculation Worksheet ',,;`� `� Property Address: yfS� /,/iG,�/w�on �'G��7 �DE.�.r� � ccsl'rcrh /Ycr� F�'� �'��^*��`..�� Preparedby: Date: e .,, ,� _ GRo�:,O F�G � �f.fJ'o c i.!T� i.vc. v--�r-�- �- 3 a-i3 Stormwater Quality Overlay District Tier: (Circle one j ier Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HP►RDCOVER In the following table identify all items ck exis6ng hardcover on the property,keyed by letter to Certificate of S1�rvey(suivey must accompany this form). Use as many lines as necessary to accurately depict exis6ng hardcover status of t�e property. For Tier 1 properties,identify any features by letter which are split at the 75' setback line and calculate hardcover square foatage separately for each portion. Key to Hardcover Item (Describe) Length x wdth Total Survey S uare Feet Exam le Gara e 24'x 30' 720 S.F. A oul /�92 S.F. B Qiv :,v�c y 7� S.F. C c� c� /�►'8 S.F. D .f Ti0 �6o S.F. E t'ic�"�v;o�/,�v ---�--�r� S.F. F i,� � 7 S.F. G .. .. /Y S.F. H �� '� 2 S.F. I s� �'� S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R �-F- S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover �7$ S.F. Excludable Hardcover See Cit Code Sec 78=t684 : !� ,� �, _ , ._.�. _ .. S.F. r. .� �. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover �� S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 ' 28d^"O,S.F. 4 Total Lot Area // y.� S.F�. —. �_�,..�..........,� Existing Hardcover Percentage [(3)=(4} ] ��,, c� p % (Proposed Hardcover ner.t page) January 8,1013 �I✓�— �`'""" �I5(v �i hw�� , , _ - - - - - - _ _ � -�,� �� /D� TIME � CITY OF ORONO CALLED W � � /� INSPECTION NOTI E SCHEDULED � T . � PERMIT NO.c !�� COMPLETED ADDRESS �� C " �' � OWNER TELEPHONE �� CONTRACTOR �� l<, � DESCRIPTION ��I_Y.��.? ��i� � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Z Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTI �INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPT FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � � --, , � - + , � ' � - � �� ; j �... o ''� ,�� ' �-. � � 0 � w � Q � Z W � W � � GW f3 WORK SATlSFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR W{LL RETURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: � � ''"' � �--� f� j_ � Inspector. -� White Copylinspector's File Canary CopylSite Notice CIT� � DATE TIME 'Y 1i1I�" OF O�iONO CALLED IN � INSPECTION NOTICE SCHEDULED ,2 PERMIT NO. 2- �1-�� COMPLETED ��5`'U ADDRESS � JV� �V��l�� OWNER � TELEPHONE NO. CONTRACTOR >; DESCRIPTION i I�VI�� G� VW�� '1 � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPIAiNT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � O �. � O � W � Q � Z W � W � � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on site: Inspector. �� .�.�� C,.Gti White Copyllnspector's File Canary Copy/Site Notice ;1� � �- � �� ' �j/��T� �/-�� TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ' --� �� '�� _` PERMIT NO. - �( ��'� �� COMPLETED ADDRESS � �l =�(r' f l I Ci'�l �.l C `�� C-' OWNER TELEPHONE NO. ,`�� '-� ��L ,- �,' CONTRACTOR �� r �� / -rf; �t Jc<)v't� >; DESCRIPTION i,� � �.t t �C ) r t� � f�t 1 I l// � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLIN Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC I STALL ❑ HARD COVER REMOVAL J ❑ PLUMB �i � ❑ SEPTI FINAL ❑ FOUNDATION/REMOVAL � OWNERI <MIAA6�AFfTO MEET YOU: •YES_NO � , � COMMEN �:� (� C t I��1��i�I � y� (�/ l f i l 4;� �;��/� W a � J O � � O � W � Q � Z W � W � � ��ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑C RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail torthe next inspection 24 hours in advance. �952� 249-4600 OwnerlContractor o ite: Inspector. White Copyllnspector's File Canary Copy/Site Notice �- � DA E TIME CITY OF ORONO CALLED IN 5- �� INSPECTION NOTICE SCHEDULED S-.3b-�3 � PERMIT NO.�D�3"ODDO� COMPLETED ADDRESS �� OWNER , TELEPHONE NO.�� Z �'S�i 9��1� CONTRACTOR D��Gt-Q.�G ��f >; DESCRIPTION ��5��1'1 ' � � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O >. � O � W � Q ti Z W � W � � GW �RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r� pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP OftDER POSTED.CALL INSPECTOR C INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the next inspection 24 hours in advance. (J52� 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice Q�� D TIME J �✓CITY OF ORONO CALLED IN �—� INSPECTION NOTI2CE SCHEDULED S-10-�3 � PERMIT NO.�D�d ^DO�O S COMPLETED ADDRESS yI S lD /'T"� -l'.r GZC�'� �7" � OWNER TELEPHONE NO. gSZ Z�'Z �O�� CONTRACTOR ��f�, �; DESCRIPTION �c�� ❑ FOOTING O PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAI FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. � FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a jl�� ' � , O a � � . _ � ��-,fi,�-� ��-+'-�'< ' � y � � Q � Z W � W � � d W B��IORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN 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. (J52� 249-460� OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice C� DATE TIME " CITY OF ORONO CALLED IN ' 0 INSPECTIO�DOT�E aoDaS SCHEDULED S-2'!3 r=,� PERMIT N0. COMPLETED ADDRESS 7�5L� �"1�� OWNER TELEPHONE NO. R�✓Z- Z�Z �/ �p CONTRACTOR ��`' � DESCRIPTION r 1 �'t � �iYC ��IJ�X- � U � ❑ FOOTING ❑ PLUMBING FIN ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL p TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL � SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOFi TO MEET YOU:_YES_NO y COMMENTS: � W C j O >. � O � W � Q � 2 W � W � � � �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWfTHIN HOURS. p pHOTOTAKEN INSPECTOR WlLL RETURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. �,,. _��;:�cl � White CopyMspector's Ffle Canary CopylSlte Notke � �DAyE TIME CITY OF ORONO CALLED IN �� INSPECTION N /�CE SCHEDULED s� � PERMIT NO �/�D D�� COMPLETED ADDRESS ��b �a� OWNER TELEPHONE NO. �Z ` p��k/� CONTRACTOR ,�� DESCRIPTION 'li��%�L�G��f� � ❑ FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP p COMPUUNT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNER/CONTpACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � W a � 11 � L�� tC�OS� 0 � 0 � W � Q � 2 W � W � � W �SATISFACTORY:PROGEED ❑PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC�/ERING PERMANENT ❑CQRRECTUNSAFECANDITIONWlTHIN HOURS. ppHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on sit : Inspector. ,� P White Copyllnspector's File Canary CopylSite Notice �� A E TIM E CITY OF ORONO CALLED IN �_� INSPECTION NOTICE �,SCHEDULED o��7-/3 0�% vD PERMIT NO. �2/'/.3"OODO S COMPLETED ADDRESS ��5� �:/�G�11� /�-�� OWNER TELEPHONE NO.9S'2 Z9Z ��b CONTRACTOR , u� >; DESCRIPTION � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADI G/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q ti Z W � W � � d�/� W�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W{LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. �, �l � � S� White Copylinspector's File Canary CopylSite Notice � � � DATE TIME CITY OF ORONO CALLED IN Z-�l -�3 �' INSPECTION NOTICE SCHEDULED 2-Z2-1 3 � PERMIT N0.�J�-OGY,2�5 COMPI.ETED ADDRESS S�O 1/UOO� � OWNER • T PHONE NO��-a►$a-S�� CONTRACTOR �-- � DESCRIPTION �«�� '�`-C � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W a � J O a � O � W � Q � 2 W � W � � d � �tlGORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCGUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W4LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� • OwnerlContracto on site: Inspector. 1 i � White Copylinspector's File Canary CopylSite Notice �� DATE TIME � CITY OF ORONO CALLED IN �-�Cf_!,� INSPECTION NO I SCHEDULED �''��?f 3 �� PERMIT NO. � � co LETED ADDRESS OWNER TELEP ONE NO�a��'�P� CONTRACT�R i � DESCRIPTION ��'��µ-�- I��f�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCA�/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE O SITE INSPECTION Q ❑ RADON SLAB O WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVEfi REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �w/V' �� C�'N � /''��N - �` � �2C�� a o -�-�'� G.C> • �. � ° (J A-rc� (��a') �°►+� c�I'A��i W Q..-� G-Gt O � Q z -!�c� 2 �S✓ /�- � lL W � � �LT Q t.s Da N� — ��.�vfar' � a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑�/CORRECT WORK&PROCEED ❑ ISSUE CERTIF�CATE OF OCCUPANCY 0 ,�6QRRECT WORK,CALL FOR REINSPECTION TEMdORARY V BE�FORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. � � White Copyllnspector's Ffle Canary CopylSite Notice �j� � �r TIME � '�" CITY OF ORONO CALLED IN C� �7 INSPECTION NO E CHEDULED ��'_30_(� � PERMIT NO D �DDOI��OMPLETED ADDRESS �15�� 7�`1.!-(J�O d /�-r�: OWNER TELEPHONE N095� Z I Z- �p�-O CONTRACTOR ��t�(.� � DESCRIPTION 1`-'�� `-'�� lI-�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z O INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a � �� j L�� .(�� =� <'� �� - � < <-� � `i � � C�' c� < �I �� -��S �c�1'�-� ��' 1 � �� 0 � � " c l, ' . ;��i - - �� 1'� � � � '� Q / � r 2 C \ �� - • "/ �.� 'V ��=' � � � � %•.�' r � � � �'�.� ,�J1 —� ��: C � W � J d W� ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLEfE W ❑CORRECT WORK 8�PROCEED �'�]ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION �_TEMPORARY V BEFORE COVERING �.�_ PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlConVactor on site: , Inspector. �� . White Copyllnspector's File Canary CopylSite Notice r , . • , • . • • � • . emo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: October 8, 2013 G/L: 101-22205 Re: Escrow Refund Building Permit #2013-00005 pertaining to 4156 Highwood Road is complete. The Cert�cate of Occupancy was issued on 9-18-2013. Please refund $2,500 to the property owner, Scott Musgjerd. As-built was reviewed in-house. The following is attached: • Escrow refund request • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received PROPERTY OWNER WANTS TO PICK UP CHECK: Scott Musjerd 4156 Highwood Road Mound, MN 55364 w:�street filesblive avenue�2359�escrow refiind memo 2013-00442.doc r � Christine Mattson From: scott.musgjerd@ubs.com Sent: Thursday, September 19, 2013 7:56 AM To: Christine Mattson Subject: RE: $2500 Attachments: Legal Disclaimer.txt Christine, Thanks. I will pick it up on the 15th. Scott Scott G.Musgjerd Account Vice President Portfolio Manager Financial Advisor The Newhall Group 681 E.Lake Street,Suite 354 Wayzata,MN 55391-1660 (952�75-9473 From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Thursday, September 19, 2013 7:53 AM To: Musgjerd, Scott G. Cc: Melanie Curtis Subject: RE: $2500 Hi Scott, I have received your escrow refund request. All expenditures, including escrow refund, must receive council approval. I expect to have the request ready for the October 14th Council Meeting. The check will be available on Tuesday, October 15th after 10 am. Christine^' From: scott.musgjerd@ubs.com [mailto:scott.musgjerd@ubs.com] Sent: Wednesday, September 18, 2013 8:09 PM To: Melanie Curtis Cc: Christine Mattson Subject: RE: $2500 Christine- Will you process a request to have our escrow refunded now that we have our Certificate of Occupancy? I will pick it up at your office when its ready. T'hank you, i Y 1 • BUILOING PERMiT ESCROW AGREEMENT Land Use Application#2012-3575 O�'r�ono Building Permit#2013-00005 AGREEMENT made this ;(� v'day of '�f3"��-f��X�, 20'�, by and between the CiTY OF ORONO, a Minnesota municipal corporation("Cit�')and Scott& Meliss�/Musaierd ("Owners"). Recitals 1. A building permit application has been fi{ed for a new sinqle familv home located at 4156 Hi4hwood Road, the ("Subject Property"), legally described as Lot 23 Hiqhwood Lake Minnetonka, Hennepin County Minnesota. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Co�temporaneously with the execution of this Esc►�ow Agreement,the Owners shall deposit$2,500 with the City. AI�accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW.The purpose of the escxow is to guarantee reimbursement to the City for al{ out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant rev'rew} ar will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for atl out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to elirninate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant raview) associated with Land Use Application #2012-3575 & Orono Building Permit#2013-00005 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners da not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Orcier until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow accounf without further approvaf of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSiNG ESCROW. The Balance on deposit in the escrow, if any, shall be retumed to the uwners when the review has beer c,ompieteu anc: wriitie�� otifi�iicr. :s rsceived from the 7wn?r� re�+.�e�tinc� !he funds. 6. CERTIFY UNPAID CHARGES. (f the project is abandoned by Owners,or if the eligibfe expenses incurred by the City exceed the amount in escrow, the Ciry shall have the right to certify the u aid baiance to the subject property pursuant to Minn. Stat.§§415.01 and 366.�12. ' r o b i--: .� .� ,, j, crnr• e�TY o pRoko � �,� � By: ', Its: � J � _�_ ?'� ,�� _.. ..__. , I ��-��°'xa��id�l��„ �� C3�'f��-:�_,:;:�� i • Y 1 LAND USE AFPLlCATION ESCROW AGREEMENT Appflcation#12- "�5�7�-�- AGR�EMEN7 made this�r day of w-s , 20 l02-, by and betw n the CITY OF � ORONO,a Minnesota munici�al cor p oration("Ci ty )and ..rr ' l..�eusl��; c,-� � {"A p'licants"). Recltals 1. Applicanfs have filed Zoning Application#12- form tiy r q estin the City to review plans for construction of a new residence reauiring variances located at '`��s� �� so the"Subject Property") as more fully shown and described as 3 � k� Counfv of Hennenin.. 2. � Appiicants request the City to review said plans which requires City approval including variances involvinq c�ty enqineerinq, leqal and planninq review. 3. The City is willing to commence its review of the appiication and incur costs associated with said review only if the Applicants establish an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execufion of this E'scrow Agreement, the Applicants shall deposit 2500.00 with the City. A{i accrued,interest, if any, shall be paid to the City to reimburse the City fnr its cost in administering the escrow account. . 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket t�sts the City has incurred (incfuding pianning, engineering, or legal consultant review)or will incur in meeting with the A�licants, reviewing the plans, and preparing agenda packet material for City Council review of application#12- • 'S�SEligible expenses shafi be consistent with expenses the Applicants would�be responsible for under a zoning and subdivision appiication. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City w(II in tum send a biil to the Applicants. Applicants sha(I be responsibie for payment to the City within 30 days of the Applicants'receipt of bfil. 4. DISBURSEMENT FROM ESCROW ACCOUIVT. In the event that the Applicants do not make payment to the City within tMe timeframe outlined in#3 above, shall cease all reviews until the Applicants pay all expenses invoiced pursuant to#3. The City may draw from the escrow account wlthout further approval of the Applicants to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be retumed to the Applicants when the review has been completed. 6. CERTIFY UNPAID CNARGES. If the project is abandoned by Applicar►ts, or if the eligible expenses incurred by the Ciry exceed the amount in es�row, the Ci shall have the right to certify the unpaid bafance to the homestead of Applicants at loC�,F•tS �Ar�'/�D�1� LlG•�.=SO_(P(D No. ZZ� ��?- 2'4-Lj2�402�pursuant to RAinn.S#at Secfions 415.01 and 366.01. CITY: CiT'Y OF�RONO APPL T . By�Jf .��` �p��'� 1 ii/(_��'�(!"�J��'�.�C/./ By: ' Its:��L�G�r�%��1(..Yl dLa''�L By: � Its: . ._..;__.. �- _�:--�:-.. ..,�.. ....��-: � . �:7_•. - _, . . .._ _ -- -- ------- - ��"•��n'•..._..__.:_Ps�u��#._'�.-.-_:�.:. - � ' ' CITY OF ORONO 2750 KELLEY PARKWAY * � 0 1 2 — fd P1 B 3 1 * DATE ISSUED: 08/22/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4156 HIGHWOOD RD PIN : 07-117-23-44-0019 LEGAL DESC : HIGHWOOD LAKE MTKA : LOT 023 BLOCK 000 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: THIS$2500 ESCROW IS TIED TO ZONING APPLICATION#12-3575 PD CHECK#5697 BY SCOTT MUSGJERD APPLICANT ESCROW FEE-APPLICANT 2,500.00 FOSTER,ERIC TOTAL 2,500.00 4156 HIGHWOOD RD MOiJND,MN 55364- OWNER FOSTER,ERIC 4156 HIGHWOOD RD MOiJND,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant pertnission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / / / Applicant Permitee Signature Date lssued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � ��t U� o �� . � N � ► ►1 � � P'� GI�IG� �*N � � � P'enEtit�: 2013-UOfl45 U��t�te �d�1r�� RenniE Addtaess: 415�Highwood Rd C�` �tl�in P!N Addfes� C` �ed�ition�l �IN A�dd��es� General� Fees Inspections(11) I Notes I Applicant Qetail� CO Q�tail� I�sp�ctio�Type_ Irt�pector_Date St�tus H F�ee Rec ► � + 2 Foot[ng WGIB 2/20/2U13 P Y 0 _ ---- --------------_--------- -------- ---- -- -- ---- � 3 Paured Wall WGIB 2/27/2013 P Y 0 - --_- — � 4- -Fourrdatlar�Survey BJ4 Fr�m�n�g CQuIAT 4l15/2013 P 0 -- ---- —- � 5--- Framing-_______. _._..___�� — WGIB 5I2I2013 _ P Y U _ ..__..___. __._._ _..--__..'�----___---- ---- — - __ ____. _ ._...-- � 6 Insutatian VYGIB 518J2013 P Y 0 _.__.__..____�.--------------__�_.______ _._-_--------- ---..__ ___.__ ._ _.._ .___ � 7 Escrov�Ref�r�i Rey��ste�-- ___ .___ .---_. ____----- _.�___. --- ---- • 8 Esc�ow Ref�nde�i _ ---- ---- --------._.__---_____---------_-- ------ ---- --- � 9 Fi�aE VIIGIB 9/18l2013 P Y U + 10 As-BuiEt Survey_..__----------- CMAT 9J1812413 P Y 0 � -----__ ---- -- — � 11 Eresion Conieol�------y ---- - WGIB 4/2412�13�_v Y 0 ►� x Add New Delete