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Home My WebLink About2015-01065 - Interior Remodel � � CITY OF ORONO * Z 0 1 5 - 0 1 0 6 5 * , 2750 KELLEY PARKWAY DATE ISSUED: 09/1U2015 ORONO, MN 55356- 952 249-4600 FAX: 952) 249-4616 ADDRESS : 60 MYRTLEWOOD RD PIN : 36-118-23-33-0020 LEGAL DESC : REG. LAND SURVEY NO. 0446 : LOT 000 BLOCK 000 PERMIT TYPE : ADD[TION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTIOI�1 TYPE : ADDN/REMODEL/REPA[R ACTIVITY : 434-RESIDENTIAL VALUATION : $ 125,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE) [NTERIOR REMODEL APPLICANT PERMIT FEE SCHEDULE 1,267.09 STATE SURCHARGE(VALUATION) 62.50 THE LANDSCHUTE GROUP,INC. TOTAL 1,329.59 202 WATER STREET#202 Payment(s) EXCELSIOR, MN 55331- CHECK 32559 1,329.59 OWNER HARTMAN,TODD&AMY 60 MYRTLEWOOD RD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Buiiding 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 goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construc[ion authorized is not commenced within l80 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. �f'� The applicant is responsible for assuring all required inspections are � requested in confo ance ith e State Building Code.This permit may be cevoked at any ti e for e c se. .''� � r -� � �.c�� f l (, � , j- Appli nt e S n e ate Issued B Signature Date . , . L1 27�� neiiey Parkway Orono MN 55356 952-249-4600 Rer,eipt No: 3.014182 Sf�p 11, 2�15 The Landschute Grou� Previous Balance: .pp Permits 2015-01065 60 Myrtlewood 1,267.09 Rd 101-32510 Building Permits Permits 2015-01065 6U Myrtlewood 62.50 Rd 101-'L0802 Due to guvts-State Total: 1,329.59 --------------- -----------�-- Check Check No: 32559 1,329.59 Payor: The Landschute Group Total Applied: 1,329.59 --------------- Change Tendered: .00 --------------- --------------- 09/11/2015 01:49PM City of Orono Building Permit Application for Maintenance / Replacement / Remodel , . . , ;yya-.. 'J'��1i1(;{C)W�, C�4��'�s"� StC�l�"IC�, t"£-�'U�:J3, `-�,'��:.. t�',ii. " `,7 : ?�'��.��f 3��'�r`��._ ��,`ti�z�a��e�✓1''+� Mailing Address: Permit number: ��,J� D ,� �� PO Box 66 � Crystal Bay, MN 55323-0066 Date received: �a7D'�.r Street Address: — c�ivedbv _ � y G� 2750 Kelley Parkway d. 7.�(k� pfan review fee: � �. �2 / `��q �� Orono, MN 55356 �.Y✓�J -�D�S_0�� K�s�i o _'To�'af�e�. �—� Main: 952-249�600 Fax: 952-249-4616 www.ci.orono.mn.us ,3 �, �� This application form must be completed in full and all required information must be sub itted. �J�� sq Incomplete applications wlll be returned. (Please prinf) � �� q��/S GENERAIINFORMATION: ``� �`� Job Site Address: 60 Myrtlewood Road, Orono, MN 55391 Will thls be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No If yes,a special event permit is required wilh Police DepaRment nnd Cify Counci!approva!60 d3ys prior to the event. ShutUe bus service will be required un/ess applicant demonstrates sulficient on-sile parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: The Landschute Group, Inc. State License# BC002303 Expiration Date: 3-31-16 Lead Certification Number: NAT-27872-2 Expiration Date: 5-11-20 (for work on homes that were consirucied pr/or fo 7978 Phone: (cell) 612-532-1508 (office) 952-470-7416 Mailing Address: 202 Water Street #202 City: Excelsior ZIP: Contact Person: ]oe Paetrel Applicant is: Contracto / Homeowner �c�.��e o�� Email and/or Fax: joe@landschute.com PROPERTY OWNER INFORMATION: Name: Todd &Amy Hartman Phone (day): 612-518-2291 Address: 60 Myrtlewood Road City: Orono Z�p; 55391 Email and/or Fax: amylshartman@gmail.com PROJECT INFORMATION: Overall ro�ect descri tion: Type oi Project: Any ea�th movement may also requlre ❑ Door(s) � Remodel ❑ Fire Damage MCWD revlew& perm(ts: ❑ Re-roof, asphalt ❑ Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD) 18202 Minnetonka Blvd ❑ Re-roof,cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391 ❑ Re-roof,other(speclty) ❑ Siding ❑ Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 ❑Window(s) www.minnehahacreek.orq Estimated Construction Valuation of Project (exctuding land) S � 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 recogni2es 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 alt 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 the info tio , he application may not be issued. ApplicanYs Signature: 'L Date: 8-17-15 Owner's Signature: v Date: a� ��' t� Last Updated:January 2015 , P"��E� ��Fc'L�1�� 4eL'�� V'� �� V�i�� L6��C�Q�� . . / 1 � �,ddr�ss: GU� ��l r��21.�' ,j'Q�C�, �a� Per�nit t�o.: �.��J — ��D{13�. -g�,,� , � Description of vvork:. .�1�� Q� . D�t� R�c'd: �.'�..tJ"�,'�J C e�,4� — ` i Septic review by: ./Q!�!/ , � el�' Date Approved: Zonirtg review by: . �. . Date Approved:` '1'� � � Building review by. � . (��,�i�,. � .�. Date Approved; , � Grading review by: "'� Date Approved: ""'""` Zoning Qistricf: Zoning Eile#c Reso#: Reso.Date: ; Z�ning: Lot i4rea: SF/AG Wiclth:< Lot:Co�erage: ` SF % Survey SubmiftecE: Q Yes �No Date of�urvey: Revised da�e(?): - � �. _ , : _ � Pro osed Sefbacks: _ . � . : � � Frc�rst{take) Re�r(�treetj ( � Side � ) t � Side ` w � �C?ther Buildings Wet�and , . � Aefingd Heigt�t: Peak Height: F�E: �FE rninus 6 feet= ,(E�cistir�g'Conto+ � P�r�meter(linea.r feetj= 50%"- ' . L.F.b�low grac3e .�of Storiss 1°Ott A BOILDIkG tMITH A BASEMENT.OR"CRAWL SPACE: FOR AB�JiLQING ON A SLAB.fOUNDATIQN: � The disfsnce,between the bwesi.ptqposed . fi{ve distanee between ihe top of, � START WITH flbor Eof 3he baseriienk or cFaw1 space)and � STAI'tT WI7H slab and ttie Mighest;point ofi#�e tfie fiighest point of.itie rpof.. '. �(. It you have a... -_. If you have:a , : • GA�LE OR HIP{�ED R�OF • GABLE OR HIPPED ROOF(no (no�indowsj: Subt{act half ' windows)� Subtract haif.the distance, � � beNvaen the highest point oi the roof . �+�d,�nCe betweqn ttie . G hi�}pest point of the roDf:t�. . to ihe low pbint oi the corresponding 3UBTRACTIDN 9able or hipped roof. . ihe low poin4 o�;tFte corte.sponc�irrg gable or , , . :_ '(BASED ON.:" . �ABLE OR HiPPED ROflF(wRb' " ' S�UBTWICTIQN hippe�roQf � ROOF TYPE) windows):_S�btraCt hatF the distance (BA�FD ON r . . G�46i.�OR F11PP�Q�ODF° ; between the lop of the,Mighesi` • ROQF�CYPE) Ewith.tnr(ridouvs):-SUbtraet. , � w(#rd'bw�nd the h(g6est polntyof the half�e distance betwean � � roof � � ��, ' �� the t,cs�of"the tiighest.� � wlnddwant3 t{ae hlg`F9'est � - . AiL�O'fHFR ROO�'1'YPES tflat, poitit of tfi+e�oqf . : �. . mansard,etc):.No subtractior�. • <ALL OTHEit'ROO�TYPES '5UBTRACTION SubVac#tfie dis#ance b�e � en'trie (flat mahsard.:etc):No .� ! . (SASG�OM baseme`nY/erawl space iloocantl fhe r � _ EXISTING ti' hast exisUn S � '� �, �9 9 9rade adl��ent to#Fie �4DDITION Ad�ttie�Istance'tiet�rve8n the;top ; � � � � ��fyRAD��) � � foundaUon OR 10�feet(whichever fs less). ��: �(�SER ON� of stab antl�the hl h�§t�x�stfng� 9 S D�fined building h�ig'i ' IST.ING. =, $rade adjacenY to the fouhda(ion� , ` . ` . ' ,'' 'GfiAbES '�LlllAI.S;: Defln�dbuiiding height ' � . ' Average Lake�ho�e etbac� Shoreland District MCWD Perrnit j Bluff' :-., . � - : , , ,. .... _ . .' fiii�t?� . : . . ` -t] Yes � No ` Permit Number, �� Yes i1 No�� - 1�/A O .Yes No � N/A—see attached � Setb�ck: Starmwater Quaiity Exi�ting Warctco�er Proposed Overlay Disfirict o Hardcover Variance Required CllP Required � Tier circle one. (/o and s� %and s , � Q Yes No 6 Yes No 1 2 3 4 5 . ��c� �� TYPe(S)' TYP�(s): � Updated: January 2015 z:\formslplan review checklist 2015.docx . REMIARKS (in-house): ' . Fee�to be Gtrar ed YE5 :N� Permi# I� P{an Review Sta#e Surchatge. '; {/";: . investigation Fee . SAC=Numtier of S�C`t�nits.;f- ,_�_ �. - :,, , � ,y:� ,.: r Otfier(specify) _ S Lare�oota e S er S uare Foot� `. - 8asement X _ � 15�Floor X _ $ - 2"°f loor X _ $ . . • � Garage X = $ : Estimated Construction Vatue: S �ZJ� d�� Orono Inspections Required 11York Requiring Separate Permits i�equire�l State Perr�its L7 Site Plumbing fl Grading/.Filling fl �IV�II :fl Silt Fehce/Erosian Control `lulec�anical � Fire " "Electrica) f 0 Hardcover Removal Q Septic i3 VNater Connectaon 0 Fooxing � Firepiace ` �3 Sewsr Connect�on i3 Poured Wall _ D Masonry ,. � L-awn�rriga#ion , - � FQundation�urvey � Mfg: � Landscaping ; E3 �oundation Waterproofing i� Other(specify). �] R�don,�to�k Beci framing ` . _ lnsulatior� , t�, �-Suilt Survey . ... � , � , . �� ir�al � � ,�. : , ,:,. . � � . , r �. ` , . : - . � t3t#�er(specif�r) 'REMARKS (in-ho�se): Other Rev�ew: Reviewed by: Date Approved.: Ac�ess: Existing: t] YES E3 NO New: � YES `C1 NO OFFlC1AL RENfARKS-TO BE NQTED OhE;PERMIT AN� Ii�iTiALLED Updated: January 2b15 z:iforms�plan review checklist 2015.docx Christine Mattson From: Christine Mattson Sent: Tuesday, September 01, 2015 10:18 AM To: 'joe@landschute.com' Cc: 'amylshartman@gmail.com'; Roger Peitso Subject: 60 Myrtlewood Road/#2015-01065 Attachments: Escrow Agreement- Building Permit w Erosion Control 2015-01065.pdf Good Morning, We received a building permit application for a proposed interior remodel project. City Code says all building permits require an escrow. Since this project does not involve any land alteration,erosion control or engineering review the escrow amount is$700. Please have the property owner sign the attached escrow agreement and return to us with a check for$700. After the project is complete and all inspections have been finalized and signed off by the inspector we will refund the escrow money. Please note, all expenditures, including escrow refund requests, require council approval. The council meets twice a month, except for the month of December when they meet just once. Depending upon the timing of the completion it may take several weeks before the property owners receive the escrow refund check in the mail. If you have any questions, please don't hesitate to contact me. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN ( 55356(physical address) PO Box 66 � Crystal Bay I MN � 55323-0066(mailing address) '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,September 4,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 7, 2015 1 SECTION 08870 WINDOW FILM PART 1 GENERAL 1.1 SECTION INCLUDES A. Safety and security films. 1.2 RELATED SECTIONS A. Section 08500-Windows; windows to receive architectural window film. B. Section 08600-Skylights; glass skylights to receive architectural window film. C. Section 08800-Glazing; general glazing applications to receive architectural window film. D. Section 08900-Glazed Curtain Walls; curtain walls to receive architectural window film. 1.3 REFERENCES A. ASHRAE-American Society for Heating, Refrigeration, and Air Conditioning Engineers; Handbook of Fundamentals. B. ASTM Intemational(ASTM): 1. ASTM D 882-Standard Test Method for Tensile Properties of Thin Plastic Sheeting. - 2. ASTM D 1004-Standard Test Method for Tear Resistance(Graves Tear)of Plastic Film and Sheeting. 3. ASTM D 1044-Standard Method of Test for Resistance of Transparent - Plastics to Surface Abrasion (Taber Abrader Test). 4. ASTM D 2582 -Standard Test Method for Puncture-Propagation Tear Resistance of Plastic Film and Thin Sheeting. 5. ASTM D 4830-Standard Test Methods for Characterizing Thermoplastic Fabrics Used in Roofing and Waterproofing. 6. ASTM E 84-Standard Method of Test for Surface Burning Characteristics of Building Materials. 7. ASTM E 308-Standard Recommended Practice for Spectophotometry and Description of Color in CIE 1931 System. 8. ASTM E 903-Standard Methods of Test for Solar Absorbance, Reflectance 08870-1 and Transmittance of Materials Using Integrating Spheres. . 9. ASTM E 1886-Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. . 10. ASTM E 1996-Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. C. Window 5.2-A Computer Tool for Analyzing Window Thermal PerFormance; Lawrence Berkeley Laboratory. D. ANSI Z97.1 -American National Standard for Safety Glazing Materials Used in Buildings-Safety Performance Specifications and Methods of Test. E. Consumer Products Safety Commission 16 CFR, Part 1201 -Safety Standard for Architectural Glazing Materials. F. GSA Standard Test for Glazing and Glazing Systems Subject to Airblast Loadings. G. ISO 16933, International Standard for Glass in Building: Explosion-resistant security glazing-Test and classification for arena air-blast testing. H. Underwriters Laboratories Inc. (UL): UL 972-Burglary Resisting Glazing Material. 1.4 PERFORMANCE REQUIREMENTS A. Fire Performance: SurFace burning characteristics when tested in accordance ASTM E 84: 1. Flame Spread: 25, maximum. 2. Smoke Developed: 450, maximum. B. Abrasion Resistance: Film must have a surface coating that is resistant to abrasion such that, less than 5 percent increase of transmitted light haze will result in accordance with ASTM D 1044 using 50 cycles, 500 grams weight, and the CS10F Calbrase Wheel. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. C. Selection Samples: For each film specified, submit film samples representing manufacturer's film type for the project. D. Verification Samples: For each film specified,two samples representing film color and " pattern. E. Performance Submittals: Provide laboratory data of emissivity and calculated window U-Factors for various outdoor temperatures based upon established calculation procedure defined by the ASHRAE Handbook of Fundamentals, Chapter 29, or Lawrence Berkeley Laboratory Window 5.2 Computer Program. 1.6 QUALITY ASSURANCE 08870-2 . A. Manufacturer Qualifications:All primary products specified in this section will be supplied by a single manufacturer with a minimum of ten years experience. . B. Installer Qualifications:All products listed in this section are to be installed by a single installer with a minimum of five years demonstrated experience in installing products of the same type and scope as specified. 1. Provide documentation that the installer is authorized by the Manufacturer to perform Work specified in this section. 2. Provide a commercial building reference list of 5 properties where the installer has applied window film.This list will include the following information: a. Name of building. b. The name and telephone number of a management contact. c. Type of glass. d. Type of film. e. Amount of film installed. f. Date of completion. 3. Provide a Glass Stress Analysis of the existing glass and proposed glass/film combination as recommended by the film manufacturer. 4. Provide an application analysis to determine available energy cost reduction and savings. C. Mock-Up: Provide a mock-up for evaluation of surFace preparation techniques and application workmanship. 1. Finish areas designated by Architect. 2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. 3. Refinish mock-up area as required to produce acceptable work. 1.7 DELIVERY, STORAGE,AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store and dispose of hazardous materials, and materials contaminated by hazardous materials, in accordance with requirements of local authorities having jurisdiction. 1.8 PROJECT CONDITIONS A. Maintain environmental conditions(temperature, humidity, and ventilation)within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.9 WARRANTY A. At project closeout, provide to Owner or Owners Representative an executed current - copy of the manufacturer's standard limited warranty against manufacturing defect, outlining its terms, conditions, and exclusions from coverage. - PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: 3M Window Film , which is located at: 3M Center Bldg. 0235-02-S-27 ; St. Paul, MN 55144-1000; Toll Free Tel: 800-480-1704; Tel: 651-733-2222; Fax:651-737-3446;Web: www.3m.com/windowfilm B. Requests for substitutions will be considered in accordance with provisions of Section 01600. 08870-3 2.2 CLEAR MICROLAYERED SAFETY AND SECURITY WINDOW FILM . A. Clear Microlayered Safety and Security Window Film: 3M Ultra S600 Safety and Security Window Film. Optically clear micro-layered polyester film,with a durable . acrylic abrasion resistant coating over one surface and a pressure sensitive adhesive on the other. The film is clear and will not contain dyed polyester. Film contains at least forty-two micro-layers. 1. Physical/Mechanical Performance Properties (nominal): a. Film Color: Clear. b. Thickness: Nominal 6.0 mils(0.15 mm), comprised of 42 micro-layers. c. Tensile Strength (ASTM D 882): 30,000 psi. d. Break Strength (ASTM D 882) (Per Inch Width): 180 Ibs. e. Tear Resistance(ASTM D 1004): Greater than 1,150 Ibs. f. Puncture Propagation Tear(ASTM D 2582): 19.2 Ibs. g. Young's Modulus (ASTM D 882): 500 kpsi. 2. Uniformity: No noticeable pin holes, streaks,thin spots, scratches, banding or other optical defects. 3. Variation in Total Transmission Across the Width: Less than 2 percent over the average at any portion along the length. 4. Identification: Labeled as to Manufacturer as listed in this Section. 5. Solar Performance Properties: Film applied to 1/4 Inch (6.4 mm)thick clear glass. a. Visible Light Transmission (ASTM E 903): 84 percent. b. Visible Reflection (ASTM E 903): Not more than 10 percent. c. Ultraviolet Transmission (ASTM E 903): Less than 1 percent. d. Solar Heat Gain Coefficient(ASTM E 903): 0.78. 6. Impact Resistance for Safety Glazing:Tested on 1/4 inch (6.4 mm) annealed glass. a. Safety Rating (CPSC 16 CFR, Part 1201): Category II (400 ft.-Ibs). b. Safety Rating (ANSI Z97.1): Class A, Unlimited Size. 7. Windstorm Protection: Film shall pass impact of Medium Large Missile"C"and withstand subsequent pressure cycling (per ASTMs E 1996 and E 1886)at 50 psf Design Pressure with use of 3M Impact Protection Adhesive or 3M Impact Protection Profile attachment system. 8. Bomb Blast Mitigation: Independent testing with results from high explosive arena blast testing. a. GSA Rating with minimum blast pressure and impulse of 14 psi and 60 psi.msec, respectively: "2" (No Hazard/Very High Protection). b. GSA Rating with minimum blast pressure and impulse of 10 psi and 89 psi.msec, respectively: "3B" (Low Hazard/High Protection). c. ASTM F1642 Rating with minimum blast pressure and impulse of 10 psi and 89 psi.msec, respectively: "Minimal Hazard". PART 3 EXECUTION - 3.1 EXAMINATION A. If preparation of glass surfaces is the responsibility of another installer, notify Architect in writing of deviations from manufacturer's recommended installation tolerances and conditions. 1. Glass surFaces receiving new film should first be examined to verify that they are free from defects and imperfections, which will affect the final appearance: B. Do not proceed with installation until glass surFaces have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result under the project conditions. 08870-4 , C. Commencement of installation constitutes acceptance of conditions. 3.2 PREPARATION � A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Cut film edges neatly and square at a uniform distance of 1/8 inch(3 mm)to 1/16 inch (1.5 mm) of window sealant. Use new blade tips after 3 to 4 cuts. C. Spray the slip solution, composed of one capful of baby shampoo or dishwashing liquid to 1 gallon of water, on window glass and adhesive to facilitate proper positioning of film. D. Apply film to glass and lightly spray film with slip solution. E. Squeegee from top to bottom of window. Spray slip solution to film and squeegee a second time. F. Bump film edge with lint-free towel wrapped around edge of a 5-way tool. G. Upon completion of film application,allow 30 days for moisture from film installation to dry thoroughly, and to allow film to dry flat with no moisture dimples when viewed under normal viewing conditions. 3.4 CLEANING AND PROTECTION A. Remove left over material and debris from Work area. Use necessary means to protect film before, during, and after installation. B. Touch-up, repair or replace damaged products before Substantial Completion. C. After application of film,wash film using common window cleaning solutions, including ammonia solutions, 30 days after application. Do not use abrasive type cleaning agents and bristle brushes to avoid scratching film. Use synthetic sponges or soft cloths. END OF SECTION 08870-5 '�� - DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 4 L5 � =.� PERMIT NO. ��o�COMPLETED ADDRESS � D Y�.��P �A`Y�e�cC � OWNER TEL HONE NO._,� ��.z�� CONTRACTOR � DESCRIPTION ��Q�Q'�Z�Y1 `��/ W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RAD SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q F AMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT '� AL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ EWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE EPTIC INSTALL Q OWNERfCONTAACTOR TO MEET YOU: YES_NO c�., COMMENTS: �� W a � J O � o� O � W � Q � 2 W � W � W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT V1fORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in adv �r 52) 249-46�0 OwnerlContractor on site: Inspector. _ � , White Copyllnspector's Flle Canary CopylSlte Notiee 1� — � �� DATE TI CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED c t� — J v PERMIT NO. -��/� " L`fL'�'� COMPLETED ADDRESS Li �% �`-'1L! l�'�_�=�'=c� d_ �c�_� OWNER TELEPHONE NO. CONTRACTOR ��-�� '�`�� DESCRIPTION �«-n``�-`1 C �� l� ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU: YES_NO c�., COMMENTS: _� � �`'` .,\h-e. - C� � =� ' `�� - � � � o �j�;h� - �� a - ��-�r - .��-� � � 0 � W � Q � 2 W � W � W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in advan � OwnerlContractor on site: Inspector. White Copyflnspector's File Canary Copyl ite Notiee � • * GENERAL NOTES * O New Construction ' ' O Existing Construction � Current International Residential Code and Minnesota State Building Code shall govern. All Subcontractors and Vendors herein accept their respective responsibility for compliance. Plans RES!.nEf��TiAI_GJ,aR[)r�C/aILS are representational only and are subject to field verification. Ull@t1C!OSL'd fiC+Of and rocf cp�*1int�, Op�n U�;d glazed sides cf landings�nd The Work shall include labor and material,not specifically indicated,which are _ fc7(11�5, F.'?;CrJ�;E�:, :�r��lCS Of�i)!"^.��S N.'.`';(''.: :3;'*: f'+'iGfc t;lc^�fl��„ �(70UL° necessary to complete the job in a manner which is consistent with Landschute standard �r�"=�' .'' '��-'::". :�'.', �'t:'�u+�� ;�.'?'_ o:�ii� 3 n;ii�i�;;U�;; ;;�";1�rE:,��tt practices. It is understood that the plans and specifications do not necessarily indicate all Work O�en guardraiis musi have inte,mediate rails or an ornar�e�►Eai required for the full performance and completion of the Work. Inconsistencies in the quality or pat;em so tha2 a sph�r�4" in diameter Can��Gt pBSS th�011g�L quantity of Work indicated shall be interpreted in accordance with Landschute standazd practices � � and must be addressed prior to execution of the Work. Any request for extra charges shall only be valid if submitted and agreed to prior to the execution of Work. Commencement of Work constitutes acceptance of substrate. All work shall be performed in a neat,craftsman like manner with extra care and consideration given to protecting work already in place. Each party is responsible for repairing its own damage to the job and for removing its own debris to a designated area on the job site. All Vadesmen on the job are responsible for lrnowing and adhering to the above-outlined policies. If SubconVactor/Vendar fails to correct work or persistently fails to carry out work as required,Landschute may,by giving 48 hour notice,tecminate the ageement,perform the wark itself and deduct the costs from any balance owed to Subcontractor/Vendor. If,during the first year of occupancy,it is necessary for the Subcontractor/Vendor to repair its work as a t1NEXCAVATED result of deficiency in labor or material,it shall also repau any subsequent trade's work as to LJNEXCAVATED create a finished product. No payment for any subcontract labor shall be made until appropriate Certificates of Insurance,including wverage for both General Liability and Workers'Compensation are provided to and aclrnowledged by Landschute. Rev6��ved $or Code * ��, -, Comp9ianc� Ci4y of Orono _ 4'-6° Tv �� j�� Da� 2-7 / � a �AN ^; STOR. �ya� �XHFUSL o�TS�oE � r ., o �^ Rediewer ` �\��a�� VE�T DiREC . o„ " - o � - r� - � �drb�, 5 ��ae�a�� r��°�tia� s,_ � � =3'-8M re� � ��nox� �,��- a5 �r 36j�e r� SINK _ �n � `� � ��`�red jde de� Q%�atie �°`.e �� 4�`a o�°' N � a11 s1 Wlth.in `e�tor P�j%a.ar°'aca.�`o a�y5tir� 4,_ ��z� � � � � r _ � e�P1n9 roo �� ft. o f ��/ope��,��'�r �a�5�o�Q a� N 3'6" mS• �, _ rv 4, o ��p�e��°��re Ja��d�a`e�c,a� 2.8. l;p ENTERTAINMENT � `� o �jo�°Q ��Q\`e� `e�,;J�ti Tv o o � ��Q �J�9�Q�,\ �e\�\�� OpenRail � _3,_6„ � �2 � � �VFR6Y• `VERQ�'Y• �VFRI}l'• N 4, o /a � ;Y\= ^µ/ � � � rv o� e5� �o� ' a��Go�� (�e �`�:.•\1✓�:, - � �o5e �a� ��oo ��,a5Q � o e'��' �`'�e°� ;;�-��' '`�.`� `° !� � SM� . �� a�taa��e�`, ❑ ❑ a : � �D , - --- --- ---- NG �., ��Q ��` SiE' F�C�p�TpR CON Q �,��y qRF��T,y`q D�CTF�TO q S WATER '_-__ ��U J j FCTCR ��Na . SOFTENER -.�'` $F WI�9c�qVO�gCE IN -� All ideas,designs,plans and specifica[ions are the pmperty of The Landschute �2015 Group,Inc.This copyrigh[ed plan is an instrument of service to be used only by P R � J E C T Landschute as it constructs[he project for its client.Any other use is unauthorized Hartman Remodel ��G.� and stric[ly prohibited(without Landschu[e's express writtrn pemiission)and subject 60 Myrtlewood Rd. ` to co ri t mtec[ion under SecUon 102 of the Co ri t Ac 17 US.C.,as I 0 4' 8' 16' Py � P PY �' `' Orono, MN 55391 �n C Ute PROPO SED LO WER LEVEL PLAN amended December 1,1990,known as the Architectural Works Copyright Protection T�;�e��p,�,�,�. I � Ac[of 1990.ProtecUon includes but is not limited ro overall form as well as the arrangement o£spaces and details o£the design. Under such protection,unauthorized Drawing Date Revision Date Sheet# 202 Water Street#202 1/g 11 — 1'�O f 1 use of these p(ans,or works resulting from these plans, can result in the termination ExGelsior,MN 55331 and loss of such construction as well as 6nes up to 5�00,000 per offense a/�7/�5 A.01 (952)470-7416 0 New Construction ' ' 0 Existing Construction ' ' 36'-0" . z 8•,o � � . ! � D N s e••�'3'- iz^ � _ `�' � `Y' DN i � � 3, , MUD ROOM � R S1TT G ROOM o c�o,�ts.8., 8'Ceiling GUEST ROOM � � � �� 6 0 � � "' " p— � lJP t �o� � - 'p i�a, - -—- GA�cF � � ' �-os'8" � °; ��e� –––� EXHAUST FAN � 'ti' - 5'-3' "' VENT DIRECTLX OUTS{D� �� 2_lsia � = W v � r . N 10 tO OFFICE � � ❑ � ��Ycrill�Ic�nPer d,'Innne � � o Ifnof.addssfctc�ilm CC ( I � ' I � M.Bath r�•� o � � i KITCHEN 8 i 2,_3., � 6'-3�io• �„ g�_2� o � � 4 ��s � e'$" � BEDROOM �n - � � M Linen 1 PROPOSED MAIN LEVEL PLAN o 4� g� 16� 1 1/8" = 1'-0" 0 � � N �)� MASTER BEDROOM BEDROOM i . I 2 PROPOSED SECOND LEVEL PLAN o a� s� i6� 1/E — 1 –0 All ideas,designs,plans and specifications are the property of The Landschute �2015 Group,Inc.This copyrighted plan is an instrument of service to be used only by P R � J E C T Landschute as it constmcts the project for its clienL Any other use is unauthonzed Hartman Remodel .::,�q.��~ I and stricUy prohibited(wi[hou[Landschute's express written pe`mission)and subject 60 MyRlewood Rd. T _ � to copyrig(it protection under Section 102 of the Copyright Act,17 U.S.C.,as l.i�n�Chute` I amended December 1,1990,known as the Architecmral Works Copyright Pro[ection �fOf10, MN 55391 ��mo�� Act of 1990.Protection includes but is not limited to overall form as well as the — a�rengemrnt of spaces and details of the desig�. Under such protectioq unauthorized Drawing Date Revision Date Sheet# 202 Water Street#202 use of these plans,or works resulting from these plans, can result in the termination Extelaior,MN 55331 and loss of such construction u well as fines up to$100,000 per offense. SI�7I��J A,0 2 (952)470-7416 0 New Construction � � O Existing Construction � 0 To Be Demolished UNEXCAVATED UNEXCAVATED � 4'-6" Tv '; STOR. r o v, O" r+ � N � p o Cn 5�- �3�� SINK � � 4 � N p � � 4�_ �iz^ � � � ^ - 'v. 0 �3,_6�� a iv 4, o z'-�' �,p ENTERTAINMENT � `� � o •-a• TV � � Open Rail � �3'.g" •VF.RPY• 'VER6'Y• • RIFI' N 4. O � � N N a � o � 00 ' � ❑ y : �� ——————— ———— WATER SOFTENER All ideas,designs,plans artd specifica6ons are the property of The I,andschute �2015 P R O J E C T Group,Inc. This copyrighted plan is an instnunent of service to be used onty by Landschute as it construcu the project for its client Any other use is unauthonzed Ha rtman Remodel ��:��G;;�� and stricUy prohibi[ed(withou[Landschute's express written pertnission)and subject 60 Myrtlewood Rd. T — � 4� g� �6� to copynght protection under Secfion 102 of the Copyright Act,17 U.SC.,as Lil]l�Chute LOWER LEVEL DEMO PLAN amendedDecember1,1990,knownastheArchitecturalWorksCopyrightProtection Orono, MN 55391 NM,,�,,,,��,,,,,,,o,fi�,.,�,„, Aa of 1990.Protection includes but is not limited to overall form as well as the 1 arrangement of spaces and derails of the design. Under such protectioq unauthorized Drawing Date Revision Date Sheet# 202 Water Street#202 1/O�� _ 1 �_O�� use of these plans,or worics resulting from these plans, can result in the termination Excelsior,MN 55351 1 � 1 and loss of such wnstruction as well as fines up to Sl OQ000 per offense. $��7��5 A.03 (952)470-7416 O New Construction � ' 0 Existing Construction � O To Be Demolished • 36'-0" . sa•�� = � �_ � � se�� 3' � �_� D � N _ cn � �rn - I 1 � , MUD ROOM i i � SITTI G ROOM o cl��e� , 8'Celing GUEST ROOM - o � � � `" `° ' � UP � � , /� _ '_' _ � GARAGE r ' '_p5/8" o � ___ � N � DN Linen � UP 'ti $'_3� "� � �O 2_Isia m nj' v ;p — w iV t0 OFFICE i ❑ ❑ � � �-Verifq temPered elarins � � o If not,add>atcn�film � ' I � "�-' � M.Bath r.a,• o i KITCHEN e `�' � i z s � 6,_3�ia• �„ 5�_ � i � 4``-� �{ e�-e�� i BEDROOM � i 1 M I.inen 0 4' 8' 16' MAIN LEVEL DEMO PLAN 1 1/8" = 1'-0" 0 - 0 / `� N �)1 MASTER BEDROOM F3EDROOM i i • 0 4' 8' 16' SECOND LEVEL DEMO PLAN 2 1/8" = 1'-0" All ideas,designs,plans and specifications are the property of The Landschure �2015 P R O J E C T Group,Ina This wpyrighted plan is an instrument of service to be used only by .� Landschute as it constructs the project for its client.My other use is unauthorized Hartman Remodel � �-'�r,x�„ and stricUy prohibited(without Landschute's express written permission)and subject 60 Myrtlewood Rd. _L ro copyright protecuon under Sxfion 102 of the Copyright Act,17 U.S.C.,as I I,�1(�C.�lute\ I amended December l,1990,known as the Architectural Works Copyright Protection Orono, MN 55391 � „ � Act of 1990.Protection includes but is not limited ro overall form as well as Ihe -�-- arrangement of spaces and details of the design. Under such protection,unauthorized Drawing Date Revision Date Sheet# 202 Wate�Slreet#202 use of these plans,or works resu�fing from these plans,can result in the tertnination Exeelsior,MN 55331 and loss of such constmction as well as fines up to St00,000 per offense. H��7I'I�J A.04 (952)470-7416