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Home My WebLink About2016-00597 - stucco,siding & windows CITY OF ORONO * Z 0 1 6 - 0 0 5 9 7 * 2750 KELLEY PARKWAY DATE ISSUED: OS/3U2016 . ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2995 DEER RUN TR PIN : 04-117-23-23-0030 LEGAL DESC : OLD CRYSTAL BAY ROAD ADDN : LOT 000 BLOCK 000 PERMIT TYPE : MINOR ALTERATIONS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : STUCCO ACTIV[TY : O/S BUILDING-UNDEFINED VALUATION : $ 40,000.00 NOTE: STUCCO,SIDING&WINDOWS APPLICANT PERMIT FEE SCHEDULE 603.02 STATE SURCHARGE(VALUATION) 20.00 BERG EXTERIORS PLAN REVIEW 391.96 5145 INDUSTRIAL ST MAPLE PLAIN, MN 55359- TOTAL 1,014.98 (763)286-3872 Payment(s) Minnesota State License#: BUIL-BC324217 CHECK 15984 1,014.98 OWNER LEISCHOW, DEAN&KELLY 2995 DEER RUN TR LONG LAKE, MN 55356- AGREEMENT A1vD 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 perniission 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."I'his 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. / ___ _ -- ,? / � ——-- —� �,, _ -`" � — —._ , -,_ �� :�-�l �� a ----r-.� � �� I.� Applicant Per gnatare at Issued B ignature Date ! ,f� , City of Orono Beailding Permit Application for Maintenance / Replacement / Remodel — Residential ONLY (i.e. windows, doors, siding, re-roof, etc. - NO STRUCTURAL EXPANSION) ' �O . `O Mailing Address: �,7 � ; �. 1�� PO Box 66 Permit number: f G_� -"C ')._ l 7 Crystal Bay, MN 55323-0 66 Date received: �_� Street Address: k,��. �� Received by: lr`� y � 2750 Kelle Parkwa ('�1/� d � �i r. //E^�/ �. L. Y Y Plan review f : � /��lC�_ - l,ykESN��, Orono, MN 55356 `_1,,5 lY I d��. 9 8 Total Fee: 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. Incomplete applications will be returned. (P/ease print) GENERAL INFORMATION: G Job Site Address: a� t �j �eP�� V� �1�.�L Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes o If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: ��('�P�"ipQ,S State License# a t Expiration Date: Lead Certification Number: Expiration Date: (for work on homes that were constructed prior to 1978 Phone: (cell) '�r.�- a�6 _ 3��a (office) �6� ��- ( l!� Mailing Address: Ic.� V }y��c�,� �. City: � �`� ZIP: s' Contact Person: �,�, �,�,.F � Applicant is: rac / Homeowner (Circle One) Email and/or Fax: � �, �� PROPERTY OWNER INFORMATION: Name: �PAv�� P��Ck..b� Phone (day): Address: ��j c{�'- �2„P�" J�v y�, `�-��. City:�/`(7YlG� ZIP: Email and/or Fax: PROJECT INFORMATION: Overall project description: Type of Project: Any earth movement may also require ❑ Door(s) ❑ Remodel ❑ Fire Damage MCWD review 8�permits: ❑ Re-roof,asphalt ❑ Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD) 15320 Minnetonka Blvd ❑ Re-roof,cedar ❑ Restoration ❑Water Damage Minnetonka, MN 55345 ❑ Re-roof,other(specity) [�Siding ❑ Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 �Window(s) G�� www,minnehahacreek.orq Estimated Construction Valuation of Project(excluding land) $ v cx>c�— APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • 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; • 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 ou refuse to su I t informati he a lication ma not be issued. ApplicanYs Signature: Date: �/��1� Owner's Signature: Date: Last Updated:January 2016 .� ✓v�� `t �� ,s PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS p� ��,^ � Address: � [ �p,�r" (/d[ /� C�l Permit No.: Description of work: C�� e �I" Date Rec'd: " Septic review by: Date Approved: Zoning review by: Date Approved: v 7 Building review by: Date Approved: [ ' Grading review by: Date Approved: � Zoning District: Zoning File#: Reso#: Reso Date: ; Zoning: Lot Area: SF/AC Width: Lot Covera . SF % Survey Submitted: 0 Y s � No Date of Survey: Revised date ? : Landscape plan submitted? � Yes � No Landscaper: Proposed Setbacks: Front(Lake) Rear(Str et) ( N S E W ) ( N S E W ) Other Buildings Wetland Side S'de Defined Height: P ak Height: FFE: FFE minus 6 feet= (Existing Contour Perimeter(linear feet) = 50% = L.F. below grade Basement? � Yes � No, Stories FOR A BUILDING WITH A BASEMENT OR CRA L SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance etween the lowest propo d Slab at or above grade— START W ITH floor(of the ba ement or crawl space) nd measure from hiqhest existinq the highest poi of the roof. START WITH rQ ade to the highest point of the roof even if fill was brought in to elevate home. If you have a... SUBTRACTION • GABLE OR PPED ROO (no Slab below grade—measure (BASED ON windows): Su tract half t distance from highest existing grade to the ROOF TYPE) between the hi hest poi of the roof hi hest oint of the roof. to the low point f the c responding If you have a... gable or hipped of SUBTRACTION ' GABLE OR HIPPED ROOF • GABLE OR HIPP D OOF(with (BASED ON (no windows): Subtract half the distance between the windows): Subtra alf the distance ROOF TYPE) highest point of the roof to between the top of� e highest the low point of the window and the hi st point of the roof corresponding gable or hipped roof • ALL OTHER RO F T ES(flat, • GABLE OR HIPPED ROOF mansard,etc): o subt ction. (with windows): Subtract SUBTR,4CTION Subtract the distanc between he half the distance between (BASED ON basemenUcrawl sp�e floor an�the the top of the highest EXISTING highest existing gr�de adjacent� the window and the highest GRADES) foundation OR 10 feet(whicheve is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined buildir� height subtraction. Defined building height EQUALS . ��. Updated: October 2015 � z:\forms\plan review checklist 10-2015.docx� . ... 'r^ffi�ar�r..'�s�as$.Tcca�:a:��' �-.�.uu s.��: ,_. �,., � ....t ' _ ' _ w . � .-,.,,�.�... ,�.-.<nW:.... ...-.,� ....._.. .._..�...:n..�,_.� , �_- . .�•. ..-., . .,. . ., . ,- . . . .. .._._..� _ .__ ._ . , �.. . , _ ... ,r.. . ...._ . .._. *�5 . .. . . . ... �� :�.,.� �`°E t � Average Lakeshore Setback " � Shoreland District MCWD Permit Met? Biuff � � ❑ Yes 0 No Permit Number. � Yes � No � N/A � Ye No � °; � �, � N/A-see attached Setback: ' �x Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf ;� � Yes ❑ No ❑ Yes 0 No 1 2 3 4 5 Type(s): Type(s): F � Fees to be Char ed YES NO � Permit Plan Review State Surcharge t/` Investigation Fee SAC-Number of SAC Units l/� Other(specify) �� Square Footage $ per Square Foota e Basement X = $ 1 S� Floor X = $ 2nd Floo� X = $ Garage X = $ /� .�-� Estimated Construction Value: $ 7 � �oo Orono Inspections Required Work Requiring Separate Permits ❑ Footing ❑ Site ❑ Plumbing ❑ Grading /Filling 0 Poured Wall � Silt Fence/Erosion Control ❑ Mechanical � Fire ❑ Foundation Survey O Hardcover Removal ❑ Septic � Water Connection 0 Foundation Waterproofing ❑ Other(specify) ❑ Fireplace � Sewer Connection -f �Framing ❑ Masonry 0 Lawn Irrigation � Insulation 0 Mfg. ❑ Landscaping � As-Built Survey ❑ Other(specify) Final ❑ Lathe Required State Permits ❑ Other(specify) 0 Well � Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: � See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2015 �•\fnrmc\nlan ravia�ni rhar4lict 1f1_)(11F r7nrv � ` Reviewed for Code � � Compiiance City of Orono � �,a .i.. •¢- _a . =-�.•b / �� , � ' '°-r'�` � � �� ` ' �� Reviewo,r �� _� - `..� r� �,�, � � �' �� a �:�� x � � a � � � x , y. . :: . �. _ ..e � �� , �. � � �� ' . � ,.-�� , � �- � � �_� ,��" �� ,a�� .; �� ;:� �; � �� ""` -., � �,, �� . .�i 'a��, x � , � �� t � .�, �. � �� ., �� . T- � � � , � �"a� �.»,�.�,� °� ��, a� �` � � '� �*`�w�� ''€� � .� �, - .� �� r ° �� z � � � -� � � � J � �r.�e� ��+.'. rv�G;�",w.�a-'�� c' Y. � �•,; � ^ f : + �-�� I �� q�� ' f : �� t�� m�� °� � �::� �� t� . � � ��e� � �. ��i � �� €�. 4 �.�` �� ='m'°�,.^�.•. '� �:��"�"S�s�,��. � �' n '�`�;>a�` Comprehensive Moisture Test and Conditional Analysis The levels of moisture and condition of the sheathing can vary as a result of seasonal weather conditions, home maintenance, lifestyle changes of the owner, the size and location of the intrusion, etc. Therefore, this report is a snapshot of the condition of the home on the day of this test and at the specific site(s) tested. This report is the property of the purchasing party and is not to be used without their express permission. Date Inspected: nnay 12, 2016 Property Inspected: 2995 Deer Run Trail Orono, MN Inspected for: Dean Leischow Certified Moisture Testing, LLC �� 28768 Olympic Trail ■� Lindstrom, MN 55045 ��i�}�� Phone: 651.272.5552 �� eMail: info@cmtpros.com Web:CertifiedMoistureTesting.com (c)2016 Copyright Certified Moisture Testing,LLC ?radi..r,�:d Usiri3 R��ari(:�5akerPrra:,c�?yr�(�#2�1="a tia,v7^.�.r��;��fi4nakEarE�rc�.c:�ni � � . Certified�e'�►�. MoistureTesting Understanding Your Comprehensive Moisture Test and Conditional Analysis Review of this report in color is recommended as various colors are used to define areas of concern. The moisture test and analysis provided by Certified Moisture Testing,LLC,depicts the moisture level and sheathing conditions found at specific test sites on the structural framework of your home.Additional comments and photos are provided to assist in the explanation of the results and to illustrate visual observations made by the inspector. The observations are not necessarily the cause of a moisture intrusion. Further investigation is usually needed to accurately assess intrusion causes. An industry standard Delmhorst BD-2100 Moisture Meter with pin probes is used to measure the moisture level of the framework of your home. Other equipment or tools �� _. maybe used to identify where to test, but the BD-2100 is the accepted measurement tool by - , forensic building engineers.The levels reported by the meter are as follows: �, ' � � � �. Material Scale Moisture Levels ' Wood/Fiberboard/OSB 1 6-40% � �'� � Gypsum Board/Sheetrock 3 0.1-50% This report is a snapshot of the condition of your home on the day of this test and at the specific site(s)tested.The levels of moisture and condition of the sheathing can vary as a result of seasonal weather conditions, home maintenance, lifestyle changes of the owner, and the size and location of the intrusion,etc.We cannot be held responsible for reports of varying moisture levels, changes in sheathing material conditions or inconsistent construction practices and/or voids that are not visually apparent.Sheathing is defined as a layer of wood,fiber, gypsum or other materials applied to the outer framework of a building to strengthen the structure and serve as a base for the attachment of exterior cladding. Visual General Observations The inspector uses visual observation to help identify areas that may be causing or potentially may cause moisture intrusion. In some instances we make note of construction items done properly as a way to document current conditions.We use detail photos to call out these items and areas and to show what they look like on this particular structure.The observations will either be "Typical" or"Common" as defined below: Typical observation-the identified detail is noted consistently throughout the building. Common observation-the detail is noted in multiple locations but not consistently throughout the building. Damage Assessment—Interpreting Sheathing Conditions If any damage to the structure is noted, it is based on the firmness or condition of the sheathing,as compared to the firmness found at other sites. Damage assessment is a learned skill based on evaluating conditions using only two small probe holes(3/16" diameter).The assessment varies from home to home and can be a result of a void in the building materials,construction defect or other conditions.The two small holes do not allow for full analysis and can only be used to identify suspected damage or voids.Sheathing conditions can be interpreted as follows: Firm—Sheathing is firm, no damage suspected. , Soft—Sheathing feels soft/spongy,suspected damage or deterioration beginning. None—No sheathing detected,damage suspected. Further Investigation—exposing the sheathing,the building paper and the installation methods used behind the cladding—is needed to identify the cause and the extent of suspected damage. • � . Certified�: Moisture Testing Interpreting Moisture Levels Wood/Fiberboard/OSB(Scale 1) 19%is the moisture level construction lumber must have when removed from the drying kilns.After construction has been completed,the wood frame of the home will continue to dry and stay dry if not exposed to moisture intrusion. 6-15%: Normal dry readings in sound firm wood or fiberboard sheathing. 15-19%: Readings in this range show slight moisture intrusion,a small leak or limited exposure with the ability to dry 20-26%: Moisture at this level is a sign of moderate moisture intrusion occurring through a larger leak or as a result of limited ability to dry quickly. Identifying how moisture is entering the wall and stopping the intrusion can prevent damage to your home. Circled blue areas show moderate moisture intrusion.At this level,maintenance procedures typically remedy the issues. 27-40%: Areas with moisture levels greater than 27%over periods of time have or eventually will have � moisture damage.Circled orange areas show where higher levels of moisture were found and where �'� structural dama e is hi hl g g y possible OR LIKELY. None: The sheathing in areas where moisture intrusion has been occurring over time is likely to have sustained structural damage. Deteriorated sheathing not strong or firm enough to probe causes the test probes to easily punch through to the wall cavity behind. With no material to probe,the moisture reading will be noted as 0. In areas where a stud or other material is located behind the deteriorated sheathing,a moisture reading will be taken in the stud or the wall cavity and noted as,for example, 12/None. Circled red areas show where the inspector has assessed the areas to have structural damage. Gypsum Board/Sheetrock(Scale 3) 0.1-0.6%: Normal dry readings. 0.7-1.5%: Readings in this range mean moderate moisture intrusion is occurring. Identifying how moisture is entering and stopping the intrusion is necessary to prevent damage. Circled blue areas show signs of slight to moderate moisture intrusion. 1.6-50%: Areas with moisture levels greater than 1.6%have or eventually will have moisture damage. Circled orange areas show where higher levels of moisture were found. None: Areas where moisture intrusion has been occurring over time are likely to have sustained structural damage. Deteriorated sheathing not strong or firm enough to probe causes the test probes to easily punch through to the cavity behind. With no material to probe,the reading will be noted as 0. Circled red areas show where the inspector has assessed the areas to have structural damage. Weather Considerations Meteorological conditions affect moisture measurements in various ways,all of which are factored into our assessments.After a rain, leaks into the wall system will lend higher moisture readings.These higher readings if given the opportunity to dry before the next rain will change to lower readings. During drought conditions, it becomes necessary to rely primarily on the damage assessment and visual observations to determine points of intrusion.Colder weather also tends to result in slightly drier readings than in the warmer months. High humidity levels do not typically affect moisture readings unless long term high humidity levels are maintained. 4 � � Certified./:: MoistureT�stang Further Investigation Further Investigation is needed to determine the cause of the actual damage in order to understand the extent and scope of repairs. Further investigation is also performed to collect proof of damages in order to settle a claim and to verify the accuracy of the report.This is done by removing a piece or plug of the exterior siding to inspect the structure behind the cladding. Once exposed,we conduct a "forensic inspection"to identify and document the cause and extent of the damage. Every effort is made to limit any damage created during the investigation. We do not recommend the practice of cutting inspection holes in the interior walls of the home to discover damage. Due to the way that homes are constructed, an interior cut may not reveal damage that an exterior cut would expose.Only exterior cuts will reveal the cause of the moisture intrusion,and repairs will typically be required from the exterior to correct the cause. Interior wall cuts will breach the vapor barrier,allowing trapped mold spores, if present,to be released into the home. Interior cuts should only be made as a last resort. Repairs or Maintenance There is no such thing as a maintenance-free home. Homes need to be caulked and in some cases flashed to help prevent moisture intrusion.While caulk should not be used as the primary stop-gap for moisture, it is often the easiest way to stop water intrusion after the home is built.A professional caulkjob should give long lasting results with minimal maintenance. Depending on the type of siding,flashing can often be installed without major repairs. Minnesota 10-Year Warranty If your home is under 10 years of age or has been remodeled within the last 10 years,you rnay have the right to request that the damage be repaired by the builder or the builder's insurance company. Repairs for moisture damage can be very expensive and may have devastating effects to the value of your home. If moisture issues were found during this test,we recommend consultation with legal counsel to determine your rights for a claim against other parties.CMT will gladly provide a list of attorney firms practicing in the specialty of construction defect law who are familiar with home moisture intrusion. Be aware that there are many legal deadlines you must meet when filing moisture intrusion claims against other parties. � � � . ��f�t��C� .�: ��JIS�IJf��;��lt�� Project Information Property Address 2995 Deer Run Trail, Orono, MN 55356 Owner Information Owner/Seller name Dean Leischow Owner/Seller's Phone 612-810-7003 Owner/Seller's Email Address deam@sunriseener�vventures.com Property Information Type of Exterior Stucco Sheathing, if known Wood Age of Property 1998 SquareFootage 7200 Style Two Story Walkout Type of Windows Metal, Clad, Casement & Fixed Color of Siding #16 Direction Front Faces North Areas Previously Tested? Yes Areas Previously Remediated? No Inspection Information Date of Inspection May 12, 2016 Inspector Alan Powell Present at Inspection Time 1.5 Hours Weather Overcast, 60F Climate Last Rain: 5/11/16 May 12,2016 2995 Deer RuntTrail,Orono, MN Page 1 of 10 • � . ��f�1�7�'� :: i'��i��r�T��in� � � .� �� '� ��' � � � ;_;, �,� ` �< �`�� .� ��, � �� ..�� F �- �. � �� H� �. . -�r. �.. �� :,� -� �� ., - �... � 2, .. �� <z -- ' '� � a _ �. -_ - -_ <,�:; ,.._._ ;�; ..`�' r, ,}��"'�-�S.�'.F%�*''��''a:. ..��n � .. , "- '°�;.�: � as� '" . .. "��.: . . .. . � :. . �� : ' .. � �� . . . � � . �„,,,w,,,�, ""�R'",� � ' :� °.� � .,�r-� �!iC:4'�1a� ��*�"�` � y�f�,� D 'P.. ''�'' ;`�.e t ^g �' i•.'. g' �� S . � ,��'°- ,�S - : 3 � . ,�"*�i .. �r+' H � � r� "� �,�b�'�,�*. � � � �a, `b�.y e�� .i.'�'� ��v: �` � `d """.y�'." A �2p�� . f y�g :� "y .�s � �. ��' � . �� y,�s� .a, i e.�; .�. . �C�. } K ' +f'"�� -"Yu�a:�3fi qivf ` "'^''�P �w`�3� d' ,. � F �R k `��, ,, �� '� �� ..3 v �.•� ' _ --�. �A��'� '� .r,L�+Z__...< r._..._ ..___..... .. . ...... ......._ .. ..__ .. . ... ... .......... ..... . .._ ... ._._._ ......... .. . ..... .. ._.. .. .. ......._. ......_._..__. . . . .........._... .... . . ..............._.... r Lacat�fln/ Sheathing M1Aonito� Item Description Moisture Condition/ 'Observations Site Readings ; SRT Reading j —;----- __�__ _�� -- � — � ---_ __ ___ _-- _T�_._ _______. ___� 1 !Window corner or mullion 9 Firm �` _ ______ __ ___.—_ _ ..__ __. _ _. .___� . .__.. �__ >..----____�_________ �._�______..__ __ ____, � 2 �Utility � � 12 � Firm ) ! � ;-- - __ __.__.e _ . _ _ __ , _. _. _ _ ___ __ _...____ ____ .__._, , 3 Wndowcornerormullion 11 Firm '�.�< .,_._.,� . . .. .n e a c ♦ . � . . ., .. _ �€e,.. .�., �'e P 4 :"i�tr� �6�� +ffi .YW'� „�`;'� g , ` . � ; � � ,,; r� .� ? 1� �?a �.a�_[c.�� te :�..... _ , �� : c s ��;�4- G`i" # I Q �v��. I�� >. � e s aa ' .s • '�`�c <."c e�.a � s��s a:ic a a a e rs� ,._fc� � e - -. . . . .�;,;: N �..a�n �e.rr. e a t�� :7g'' . May 12, 2016 2995 Deer Runt Trail,Orono, MN Page 2 of 10 � _ � . ��1�1�� : ��1��t��E��I(�l C� � � �.. � � � � . �s �� ..n $ SL�i„ �A ..i�e�RM�i5R1111�M1�M� .... =�C�"=W' �lMe��II�IT __� �� T\\� \��\��,�,�\�� v �'i.i,.��, _ \N��F¢�3��F�� \ ��?�� ,�+..._ '.0. Y�" ...�_� C \ 3�� ..-...y.._, \.. .� ,p�� ., �`dKg� .. a\a:�.. Y "" � �\�: . � ,.�r . � � � � � ^ .�.;. ,.a� �� a �� . �_ �R. �� r :.. ,� �� f� p� � t � � � �� . � � � a �� .:�� A\\�� _�.<.<- : . `„.�,�"!��`'NF ... �\R ` .... , . � c.��:i„ •� ... � , �� .;.. �'nr�r�"�'"'""�--' -_ ^ --� �r . . . . -xi...g, .� _ t �`gaps ��eW�� _ � �,. . 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'��, _ s , y', �� v e,� � � �� t . � . a�,�. �`' t �'.�,tv � � :. �� *�r �i� � �;,g � : �. _ �� '�'� �� , "��, �,. e'v9w' ,+"- � a " o�� •t ... �.'y',�^��' :,r ' '�.a,� a ', , .1 ,s: ^��-a. �� S `.�s� �y �, � � ...g�, a«��'.. �� ._____' . _._. . __.. . .. ._".._ _'____ '_.. . __._ .__ . __ ... _ .. _.. _.... . ___ ..._.. �Lacation/ Sheathing ; Monitor � #t�eraa Description Moisture � Condition/ Ob�e�vations Readings ( Site ' SRT Reading � �� -- ---- -_— ____ . __ ..,,., _.. ____._ . ,_._._ _ __._.__. _ __._ _ _ _.� 1 ;Window comer or mullion 13 Firm ' ___._. _ . ._—_____�— � _ _ _ _____ _._� __..�f 2 Window corner or muHion � 16 � Firm ` I _._______�_m__� ___ ..�____�__ _ __.�.. _�___v.�._�__ ___ _�.�..__m__.__ ._____._ _�__ _.._�__�___� _� �___�__.____... 3 �Window corner or mullion � 9 Firm __-�-------- __ __�._____.____�_.._..._.____:_ ___�.__.__._�.� ��_ ____�__��__�____V._ ._._______� � __.__ 4 ;Window corner or mullion � 15 Firm j �, — ________ ____— -- _ �_ _—��_�__ __� �__ �_.___�� 5 '�dow corner or m ullion � 8 Firm — 6 --^_ ;Window corner or muliion -^�� ! 14 � ^Firm�__� � mm___.--�--..-- - ____.___... _._ _ _____ __._ __ _.... < � __..._ __ . ._ _.__... _. __. _.....�-- -.__._____._,._.___. __._..._.__. _._ _......-- _. � __..___._....�_. 7 I Window corner or muliion 13 i Firm � .��..�_W_.r_Y._—,--...._ v.._.�_ ......, -Ir�-� � �...�.. 3 __...............�.e ^-�---..... .�......�....�. �..e.,_�.........._.....e..m..._..m.s.....�..�.y 8 ;Window corner or mullion � 9 Firm � � May 12,2016 2995 Deer Runt Trail,Orono, MN Page 10 of 10 ,. �.�> •�� aa.� �, � �� .; � � � � ��;�� Z s . � �� ,�� '�� „�, � z � ��, � :� \a�� s��"-�� . � :< �� „�;� ��. �,� � �.. � a�w�� , �� u g � � E � P` -A E � � � � �'�'� ,�k �. „�.. . , .. . , .... �b. a�$yN��,, . .. .:� ,\� \� �� < �\�., \ �..,s.. .:��. .��.��"\�._.. �: _.� .. : � .�..r� �� •��,. �``� ��;��;;�� .�\�� '��0��\��`��,.�,��' Comprehensive Moisture Test and Conditional Analysis The levels of moisture and condition of the sheathing can vary as a result of seasonal weather conditions, home maintenance, lifestyle changes of the owner, the size and location of the intrusion, etc. Therefore, this report is a snapshot of the condition of the home on the day of this test and at the specific site(s) tested. This report is the property of the purchasing party and is not to be used without their express permission. Date Inspected: april 1s, 2o1s Property Inspected: 2995 Deer Run Trail Orono, MN Inspected for: Dean �eischow � �,�� M � � C�T ,�� , �. �srtified Moisture Testing, LLC ��;��G�I��r-n�i4 T•a`I, Lir�r.�str�r�n, (v'h! .��t?�S Phc�ne, �i51,Z�7,73�€� F�x:�:�51,?51.15�2 �tVla�L inf��c��t�r�s.��;�m (c) 2015 Copyright Certified Moisture Testing, LLC C�',f7;1f'cl3 ''>..:>i�iL�f-it'j�.'L"�?�°v'`iTi�t;(�'fi�`.:C;(:Vi'liJ:14�i'Q�.•'`�•ir•`,°f^Y'.";�F}i7itrf3F3iCii:''�::I�ii.�;t:tt'.� % � \`� �� C�IT Understanding Your Comprehensive Moisture Test and Conditional Analysis Review of this report in color is recommended as various colors are used to define areas of concern. The moisture test and analysis provided by Certified Moisture Testing, LLC,depicts the moisture level and sheathing conditions found at specific test sites on the structural framework of your home.Additional comments and photos are provided to assist in the explanation of the results and to illustrate visual observations made by the inspector. The observations are not necessarily the cause of a moisture intrusion. Further investigation is usually needed to accurately assess intrusion causes. An industry standard Delmhorst BD-2100 Moisture Meter with pin probes is used to measure the moisture level of the framework of your home. Other equipment or tools �� < maybe used to identify where to test, but the BD-2100 is the accepted measurement tool by �; , forensic building engineers.The levels reported by the meter are as follows: � � �t Material Scale Moisture Levels � �:�'��. Wood/Fiberboard/OSB 1 6-40% Gypsum Board/Sheetrock 3 0.1-50% This report is a snapshot of the condition of your home on the day of this test and at the specific site(s)tested.The levels of moisture and condition of the sheathing can vary as a result of seasonal weather conditions, home maintenance, lifestyle changes of the owner, and the size and location of the intrusion,etc. We cannot be held responsible for reports of varying moisture levels, changes in sheathing material conditions or inconsistent construction practices and/or voids that are not visually apparent.Sheathing is defined as a layer of wood,fiber, gypsum or other materials applied to the outer framework of a building to strengthen the structure and serve as a base for the attachment of exterior cladding. Visual General Observations The inspector uses visual observation to help identify areas that may be causing or potentially may cause moisture intrusion. In some instances we make note of construction items done properly as a way to document current conditions.We use detail photos to call out these items and areas and to show what they look like on this particular structure.The observations will either be "Typical" or"Common" as defined below: Typical observation-the identified detail is noted consistently throughout the building. Common observation-the detail is noted in multiple locations but not consistently throughout the building. Damage Assessment—Interpreting Sheathing Conditions If any damage to the structure is noted, it is based on the firmness or condition of the sheathing,as compared to the firmness found at other sites. Damage assessment is a learned skill based on evaluating conditions using only two small probe holes(3/16"diameter).The assessment varies from home to home and can be a result of a void in the building materials,construction defect or other conditions.The two small holes do not allow for full analysis and can only be used to identify suspected damage or voids.Sheathing conditions can be interpreted as follows: Firm–Sheathing is firm, no damage suspected. Soft–Sheathing feels soft/spongy,suspected damage or deterioration beginning. None–No sheathing detected,damage suspected. Further Investigation—exposing the sheathing,the building paper and the installation methods used behind the cladding—is needed to identify the cause and the extent of suspected damage. � <�C�� Interpreting Moisture Levels Wood/Fiberboard/OSB(Scale 1) 19%is the moisture level construction lumber must have when removed from the drying kilns.After construction has been completed,the wood frame of the home will continue to dry and stay dry if not exposed to moisture intrusion. 6-15%: Normal dry readings in sound firm wood orfiberboard sheathing. 15-19%: Readings in this range show slight moisture intrusion,a small leak or limited exposure with the ability to dry 20-26%: Moisture at this level is a sign of moderate moisture intrusion occurring through a larger leak or as a result of limited ability to dry quickly. Identifying how moisture is entering the wall and stopping the intrusion can prevent damage to your home. Circled blue areas show moderate moisture intrusion.At this level, maintenance procedures typically remedy the issues. 27-40%: Areas with moisture levels greater than 27%over periods of time have or eventually will have moisture damage.Circled orange areas show where higher levels of moisture were found and where structural damage is highly possible OR LIKELY. None: The sheathing in areas where moisture intrusion has been occurring over time is likely to have sustained structural damage. Deteriorated sheathing not strong or firm enough to probe causes the test probes to easily punch through to the wall cavity behind.With no material to probe,the moisture reading will be noted as 0. In areas where a stud or other material is located behind the deteriorated sheathing,a moisture reading will be taken in the stud or the wall cavity and noted as,for example, 12/None. Circled red areas show where the inspector has assessed the areas to have structural damage. Gypsum Board/Sheetrock(Scale 3) 0.1-0.6%: Normal dry readings. 0.7-1.5%: Readings in this range mean moderate moisture intrusion is occurring. Identifying how moisture is entering and stopping the intrusion is necessary to prevent damage. Circled blue areas show signs of slight to moderate moisture intrusion. 1.6-50%: Areas with moisture levels greater than 1.6%have or eventually will have moisture damage. ' Circled orange areas show where higher levels of moisture were found. None: Areas where moisture intrusion has been occurring over time are likely to have sustained structural damage. Deteriorated sheathing not strong or firm enough to probe causes the test probes to easily punch through to the cavity behind. With no material to probe,the reading will be noted as 0.Circled red areas show where the inspector has assessed the areas to have structural damage. Weather Considerations Meteorological conditions affect moisture measurements in various ways,all of which are factored into our assessments.After a rain, leaks into the wall system will lend higher moisture readings.These higher readings if given the opportunity to dry before the next rain will change to lower readings. During drought conditions, it becomes necessary to rely primarily on the damage assessment and visual observations to determine points of intrusion.Colder weather also tends to result in slightly drier readings than in the warmer months. High humidity levels do not typically affect moisture readings unless long term high humidity levels are maintained. •t 1 ` ,:� ..� ��.a:�� . Further Investigation Further Investigation is needed to determine the cause of the actual damage in order to understand the extent and scope of repairs. Further investigation is also performed to collect proof of damages in order to settle a claim and to verify the accuracy of the report.This is done by removing a piece or plug of the exterior siding to inspect the structure behind the cladding. Once exposed,we conduct a "forensic inspection"to identify and document the cause and extent of the damage. Every effort is made to limit any damage created during the investigation. We do not recommend the practice of cutting inspection holes in the interior walls of the home to discover damage. Due to the way that homes are constructed,an interior cut may not reveal damage that an exterior cut would expose.Only exterior cuts will reveal the cause of the moisture intrusion,and repairs will typically be required from the exterior to correct the cause. Interior wall cuts will breach the vapor barrier,allowing trapped mold spores, if present,to be released into the home. Interior cuts should only be made as a last resort. Repairs or Maintenance There is no such thing as a maintenance-free home. Homes need to be caulked and in some cases flashed to help prevent moisture intrusion.While caulk should not be used as the primary stop-gap for moisture, it is often the easiest way to stop water intrusion after the home is built.A professional caulk job should give long lasting results with minimal maintenance. Depending on the type of siding,flashing can often be installed without major repairs. Minnesota 10-Year Warranty If your home is under 10 years of age or has been remodeled within the last 10 years,you may have the right to request that the damage be repaired by the builder or the builder's insurance company. Repairs for moisture damage can be very expensive and may have devastating effects to the value of your home. If moisture issues were found during this test,we recommend consultation with legal counsel to determine your rights for a claim against other parties. CMT will gladly provide a list of attorney firms practicing in the specialty of construction defect law who are familiar with home moisture intrusion. Be aware that there are many legal deadlines you must meet when filing moisture intrusion claims against other parties. > � � Ch/IT � CEFiTIF1Ea-3 f'fi01'�T11RE TESTIflG Project Information Property Address 2995 Deer Run Trail, Orono, MN 55356 Buyer Information Buyer name Dean Leischow Buyer's Phone 612.810.7003 Buyer's Email Address dean@sunriseener�yventures.com Property Information Type of Exterior Stucco Sheathing, if known Wood Age of Property 1998 SquareFootage 7200 Stories 2 Story Walkout Type of Windows Metal, Clad, Casement & Fixed Color of Siding #17 Direction Front Faces North Areas Previously Tested? Yes Areas Previously Remediated? 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Page 9 � i � ��\\�� ' C11►/IT CERT7FIE►7 f'f1015T1JRE TE5TIf1G Summary "Red"or"Orange"Circled areas with known damage 1. Further investigation is needed in areas to determine the extent of any wood rot, known as damage. Further investigation usually requires removing a small area of the siding to identify the source and cause of the moisture intrusio n. 2. Cause(s)for the moisture intrusion should be determined prior to repairs or remediation beginning. 3. Remediation should include removal and replacement of all damaged materials, "back to good wood", and all exposed areas cleaned with mold killing material. Recommend reconstruction should follow best construction practices, not just minimum code requirements. 4. If further investigation is needed, ask us about our Certified Dry Program. Our skills and experience are used to open and analyze the suspected damaged areas,find the source of the moisture and help determine the proper steps the contractor should follow. We also assess the quality of the work being performed by the contractor and document the history and detail of those repairs. This gives future buyers a non-biased knowledgeable report of repaired disclosable issues. Window and door leak factors There are several factors that generally contribute to higher moisture readings below windows which can include: . The perimeter sealants around the windows and doors are missing or existing sealants are inadequate. . Window and door units themselves can leak through the mitre joints (the joint between the vertical and horizontal casing pieces). Windows can leak through some other element such as mullion joints of multiple units, damaged sashes or through alarm sensor penetrations. Doors can leak under the threshold and the lower cornerjoint. • The decorative bands,trim boards or stucco applied tight or over the outside edge of the window may allow water intrusion through a gap, small cracks on the flat surfaces, cracks below the windows. • Condensation occurring around the inside of the window possibly entering the wall cavity. Condensation occurs at air leaks around window sashes, window glaze, sill joints and other window component. Improperly installed insulation or vapor barrier can also cause a cold spot around the interior window frame. • Lack of head flashing may allow moisture intrusion from above the window. • Head flashing caulked, unable to drain. • Window sills may not have sufficient slope to adequately drain water. Water pools on the sills and enters at joints and sill internal edges. • Storm windows may not have sufficient ability to drain water. Water backed up behind the storms will drain into the walls of the home. • Head flashing having a negative slope will allow water to drain down the sides of the windows. Maintenance of the home is important to prevent moisture intrusion into wall cavities. Caulk, seal or flash all openings where water may enter the wall cavity. Maintain the humidity level in the home at around 30%to prevent condensation issues from occurring around windows and in the wall cavity, especially during the colder months. If an air exchanger is installed in the home, clean the intake vent screens often. Keep all filters changed regularly. Keep gutters clean, down spouts attached and draining away from the home. When landscaping, keep the grade sloping away from the home and at least 4" below any wood portion of the home. Page 10 l� ' / � CITY OF ORONO CALLED IN �O—�TE/� TIME INSPECTION NOTICE �+ CHEDULED ' ' -�� PERMIT N0.4�/�0 ��/� MPLETED ADDRESS a�llc-r .,LCh /'LG[�- � OWNER TELEPHONE N07�3 Z��"3g�y CONTRACTOR �� DESCRIPTION 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 ❑ RATED WALLS � ❑INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � �t/�Gev �l�.�c�i� � YY� �r�� •-�S LJ � � - ' o ��5 �i�� , � � �b �1� ��c `i �b�`��.�r �c�c- �u'�o Q !v�',,�•-� �Ci�CC �� li�l� — � z W � W � � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ��ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. C inspection 24 hours in advance. (g52) 249-46�0 Owne ontractor on sit • b`1 Inspector. , White Copyllnspector's File Canary CopylSite Notice _ ✓�� y � C�x-- � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _� �-'� PERMIT NO. ��% � �7COMPLETED ADDRESS �Z � Cl J �e-'�'(� Y �-i� T2 OWNER TELEPHO NOr 7�3- Z�b-�S�a CONTRACTOR ��'�� X+ ' � DESCRIPTION � r � � � � ��y� �� ly ❑ FOOTING ❑ DEMO-FINAL - ❑ S�PTI��T�CL�`� � Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q �E$AMING ❑ MECHANICALFINAL ❑ RATEDWALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP r ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:,�YES_NO r--- v�, COMMENTS: � �r4w+�r�y �ir L•L. �e.�er ��y�ncJ fe�/ac� �� j o W t�� ,�,�,u,� - - � ' E X� , ,K t� �NE.�cJ te �h , c, � � �� D�4«� f�.•+ %�F�L o • � 4��( �1�cJ w�tlaoc..2s mr� s� — W � Q � Q!C frs ��..t�� z W � W � J d � �Sq(ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � O CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 OwnerlCon r on site: Inspect . �'�' White Copyllnspector's File Canary CopylSite Notice u e�' �/ � C.= � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE �SCHEDULED � � � PERMIT NO. �-n I �c`��J� COMPLETED ADDRESS 2 �'G 5 I� �-'� r I��:t� �(� OWNER TELEPH�E NG �'7�n�- Z �-� � CONTRACTOR �'��'��C��-� � DESCRIPTION � �� ` � �-�r 1 ty ❑ FOOTING ❑ DEMO-FIN L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN-!� y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q RA ING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO ��., COMMENTS: � - • , a < ��Gr TlylrC W rN19d.J f•�..��KS �as d� - O �1'K4�� dG l�s c6�YLe� /'�j0�4LG.Q � . � • . � � w�Nt�r�J sG� �oaG,(C �.�, o!O/c�� G.n�o.t r�ly O U✓{ti r� � Cf/ �./i R/�c� O/L$/�i� � r-- W � Q 2 � �OCt}Gr V i f�lhvtJ 6vl 5 ri • $.aQc ' �r.c•.s..:� - d�� • a � W�ti�b�.v /a�lac�0— p.on �/4s�C.z� d- �sc� c��.u<t�� K fo Corr.d.�►�i� J W �HKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDEH POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 2a hours in advance. (952� 249-46�� OwnerlContractor on site: Inspector.� /h^- � White Copyllnspector's File Canary CopyiSite Notice i � �� j � � �� DATE TIME ' CITY OF ORONO CA�LED IN � INSPECTION NOTIC�- SCHEDULED � 3 l� C~�� PERMIT NO. �-L""�-��-��COMPLETED ADDRESS -� �r `� S ��-=c-,� I�i,��-� %rL OWNER TELEPHON��NI�� r��Q�`��a CONTRACTOR ? � -� � DESCRIPTION ✓ : � �� `--��y' � � � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINA�L-,�� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RA90N SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q��{AMING ❑ 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 ❑ EPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU: YES_NO c�.� COMMENTS: y� /�/ � 2 _ / � ' �. Cvr/1G/ W�h�c�� J .J�fi/Gil d� O � '// /'t0(aicC� d�uG �"t. l�v4t.e� G��t4'l G -- � ' W�NbOc.> fib be �'�A�ace�i ,b��c� �2c� � ° d v��-_✓ . ��"��o �.�J�r� d� �d b � �u�' W � .b�� .x/do�'¢�'�`l� � Q � 2 �` ►��.,ij �J elpa� I✓c1EC�►� /le UG✓ /�Sltl�L�e� ' W ^ r� . � 1`d � �� -� c� ��•K� r- � C'd ►�t'�✓a.��ov '� C��ac7i � ,o �r � G•�V ccs � W� w he �,� �O r� � /•sak c�f� �cY��„�� ❑WORKSATISFACTORY:PROCEED � ❑ PROJECT COM LEfE � �CQRRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O� ❑CORRECT WORK,CALL FOR REtNSPECTION 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 hours in advance. (J52� 249-46�� OwnerlContractor on site: Inspect �-^' White Copyllnspector's File Canary CopyfSite Notiee �i �- �� `� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ,y ,� ��1 PERMIT NO. �v i �-�:GS�� COMPLETED ADDRESS �' �� I� F�P � ��2��j,� T�-- OWNER TELEPHONE KO'.�� '7�'3r��c 3�� CONTRACTOR 1-�c�-'��, C�-f - � DESCRIPTION �r��-�� ly ❑ FOOTING ❑ DEMO-FIN ❑ SEPTIC FINAL�, Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLI�'�� O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEEf YOU:_YES_NO y COMMENTS: a� � � �Q �O�'6L� CQG�Qv �� s�� - e O �' /20 {tJ�r/< (�t r`c.L G7�6 K¢ .� ��'jo,s '7�� wt G� ). � O � W � Q � 2 W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. �1 < � � White Copyllnspector's Ffle Canary CopylSite Notice 1 ' 1 , / t� L� �--'� ; DATE TII�E CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED IS - �,✓� PERMIT NO. Zf��1,�-p.�15�-� COMPLETED ADDRESS Z �� '� � ��'1 �T� • OWNER TELEPHON�O n ��3-Z`��-3�7Z CONTRACTOR '-�C�' r� � �1' "�. , � DESCRIPTION " ✓Y� ly ❑ FOOTING ❑ DEMO- AL ❑ SEPTIC FINAL 1.1��-Y��x�_ Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/�LLING J Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ EPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � � a -� �O C�'�K��'�sc�o✓ Q� �$'r�`�+ � i1� l,c�c✓!l �j��•,,� st�6��- �� f,s �i.�►Q. � � O � W � Q � 2 W � W � � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC01/ERING 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 for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: Inspector�' `'`� �` White Copyflnspector's File Canary CopylSite Notiee � � / � TIME � y CITY OF ORONO CALLED IN �� INSPECTION N�T��E_ � HEDULED � PERMIT N0.�4J C MPLETED ADDRESS � �� OWNER T LEP.HONE NO. �z-3 '"�SJS� CONTRACTOR '`� ��5 � DESCRIPTION , ly ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO , O ��be. l�w 6�Sptt.,�/a1 CR.��t. `� ,:s d � „ � COMMENTS: �,a�� a ,[�a�Uf� a�v�.�c..P c.��cw�'�r ��p��_� � 0 (71�G�' d- �'leJrf to �• K- 44/a5 L �GY��'S� ).. � � - ��"iCit r "t C � . ° ` wecp Sc r�e�Ps � S�om ,�� ,v ro v��, - W � Q � � �irbvc�e LJc,�o Sc re e� �6s G�. � rP�ar 2 � /��5 r� .T,a��/ 5.��,� � l�Gs� ao,v�� - Gor�a�� -{r- ` G ovG✓ W O WORK SATISFACTORY:PROCEED GK� ❑ PROJECT COMPLEfE � ECT WORK 8 PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. U pHOTO TAKEN INSPECTOR WILL REfURN ❑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 OwnerfContractor on site: < Inspector. �^^-� ite Copyllnspector's File Canary CopyfSite Notice ✓,, DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE _ SCHEDULED PERMIT NO.Q?ab/6 97 COMPLETED e 'd o%Q' ADDRESS A995 `-rs•t OWNER TELEPHONE NO. CONTRACTOR ee-i9 6.r''tf MDESCRIPTION 5t&cc'd Iy 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL e 0 POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING (C ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP FALLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL 0 DEMO-SITE 0 SEPTIC INSTALL OWNE ICONRMCTOR TO MEET YOU:_YES_NO COMMENTS: ile 0.4•of Lae"' 14:/e.0 �o c .r r ft l.45.40 e 610 1 j Permit has expired per NIN Building Code Sec. 1300.120 subp. 11 N. Expiration, no record of a Final inspection. W OC IC W W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC 0 CORRECT WORK 8 PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.I BEFORE COVERING PERMANENT 0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED 0 STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaN for the next Inspection 24 hours In advance. (952) 249-4600 on site: Inspector: c:)," - - Mau Copyllnspsetor's Fla Canary CopylSIts Notice