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Home My WebLink About2016-00950 - detached garage r ' CITY OF ORONO * 2 0 1 6 - 0 0 9 5 0 * 2750 KELLEY PARKWAY DATE ISSUED: 09/07/2016 ORONO,MN 55356- (952)249-4600 FAX: (952 249-4616 ADDRESS : ,30 ORONO ORCHARD RD N PIN : 35-118-23-33-0037 LEGAL DESC : ORONO OAKS : LOT 10 BLOCK 1 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : GARAGE-DETACHED ACTIVITY : 434-RESIDENTIAL VALUATION : $ 20,000.00 NOTE: SEPARATE PERMITS REQUIRED:ELECTRICAL(STATE) NOTE: PRIOR TO RELEASE OF ,�ROW MONEY AN AS-BUILT SURVEY AND HARDCOVER CALCULATINS MUST BE SUBMITTED AND APPROVED. INITIAL: � APPLICANT PERMIT FEE SCHEDULE 356.22 STATE SURCHARGE(VALUATION) 10.00 GERBER,STEVEN&ARLETTE TOTAL 366.22 30 ORONO�RCHARD RD N Payment(s) WAYZATA,MN 55391- CHECK 2073 366.22 OWNER GERBER,STEVEN&ARLETTE 30 ORONO ORCHARD RD N 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 Building Code. This pertnit is for only the work described and dces not grant permission for additional or related work which requires separate pertnits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested i conformance with the State Building Code.'fhis permit may be revoked at time for due cause. � `�l 9 i 7 i ��o Appli ant Permitee Signature Date Issued Signature Date ' ' City of Orono �,�" � c��' Building Permit Application � for New Structures or Additions ---. Mailing Address: � PO Box 66 Permit number: ' ��(��., Crystal Bay,MN 55323-0066 Date received: �� — '`� µ Street Address' Received by: \� � ' 2750 Kelley Parkway t � Orono,MN 55356 Plan review fee: � � �`��}it��''t ' Main: 952-249-4600 Total Fee: Fax 952-249-4616 This application form must be completed in full��and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: ;,3�> Cy � i ��,.,;,, yr��, �� ( ;.� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home7 ❑Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to fhe evenL Shuttle bus service will be required unless applicant demonstrates suflicient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICA'N�Nf ORMATION: Name: % t- State License# Expiration Date: • Phone: _(cell) (office) Mailing Address: City ZIP Contact Person: Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: ��vr_ �_�7�r'�� Phone(day): ?,�s,� C�'�, �yc�y Address: „�t� �fGY.0 O,�l�r�u � City �'�'C��1�J ZIP SS 3�j � Email and/or Fax 5�a• , c p-4y� � ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: City Z�p Email and/or Fax: PROJECT INFORMATION: Descri tion of ro ect: 1.Type oi Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ,�Q New Construction ❑Single Family with �Accessory Bldg./Garage ❑Addition attached garage ❑Deck ❑Accessory Building ❑ Sin le Famil with ❑Public Sewer ❑Relocation g y ❑Office/Commercial detached garage ❑Residence ❑Other:(specify) ❑Multi le Famil /Condo ❑Private Sewer P y ❑Retaining Wall(s) ❑Public 4-feet or greater ❑Public Water "Any earth movement may require ❑Commercial ❑Storage MCWD review&permits. ❑Industrial ❑Warehouse ❑Private Well Minnenana ereek watersned oistnct(MewD) ❑Othec(specify) ❑Other(speeify) 15320 Minnetonka Blvd Minnetonka,MN 55345 — Phone�. 952-471-0590 Fax�. 952-471-0682 Estimated Construction Valuation(excluding land) $ ��v�� Packet Last Updated:August 2015 Page 21 STRUCTURE INFORMATION: 1.Stri;cture�Dimensions� 1.Structure Dimensions(continued) 2.Type of Construction a.Length(ft.)= �7� Number of bedrooms=___ �Wood/Frame b.Width(ft.)= �L � Number of garage stalls: ❑Masonry Areas in square feet Attached= ❑Metal � ❑Pole Bldg. c.Basement= Detached= � ❑ICF d. t s'Story = ❑On-site Prefab e.2ntl Story= ❑Off-site Prefab f. Yz Story = 7 O ❑Other(please specify): g.Total Area= _�_ REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be rocessed: Not Enclosed A licable ❑ Buildin Permit Escrow A reement and Fees ❑ Plan Review Fee ❑ Com leted A lication Form ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8 Yz x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements � ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ Hardcover Calculations ❑ � Se tic S stem Certification ❑ � Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD statin no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans ❑ � Stormwater Pollution Prevention Plan SWPPP ❑ �1 Access Permit ❑ � Data Privac Advisor Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department. • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidentfal. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested,a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: f�d� .�"'"`'"L^ Date: a `1• � So c Owner's Signature: _ _ ��. Date: � �• �� PacketLast Updated: August2015 Page 22 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � �� ,Yl�� Permit No.:_ ��(r ��q� Description of work: � Date Rec'd: � ��(� ��Q Z � � ., �, ,_. � Se tic review b _ - �� `6ate�A p Y� pproved: Zoning review by: Date Approved: `� ' `I Building review by: `� Date Approved: � ✓?�/ � Grading review by: �1�l Cf� Date Approved: ��Y '�1� Zoning District: '� Zoning File#: Reso#: Reso Date: Zoning: Lot Area: 2•�� SF AC Width: Lot Coverage: SF % Survey Submitted: �es � No Date of Survey: 'l..q•�.� Revised date ? : P��6 sad 9ar�a� -otrotwn on. �urv� Landscape plan submitted? 0 Yes � No Land�caper: Pro osed Setbacks: �5' Front (L e) Rear(Str et) ( N �E W ) ( N S E W ) Other Buildings Wetland `3�de Side {-}j►<<�. , � I �J � � � � � < � Defined Heigh4: Peak Height: FF • FF inus 6 feet= r� erimeter(linear = 5 - .F. below grade Bas . � Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from hiphest existina the highest point of the roof. START WITH rade to the highest point of the roof even if fill was brought in to elevate home. If you have a... • SUBTRACTION • GABLE HIPPED ROOF(no Slab below grade—measure (BASED ON win s): Subtract half the distance from highest existin ade to the ROOF TYPE) een the highest point of the roof hi hest oint of roof. o the low point of the corresponding If you hav gable or hipped roof SUBTRACTION ' LE OR HIPPED ROOF GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half • windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest highest point of the roof to window and the highest point of the the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, • GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basemenUcrawl space floor and the the top of the highest EXISTING highest existing grade adjacent to the window and the highest GRADES) foundation OR 10 feet(whichever is less). point of the roof • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. Defined building height EQUALS Updated: May 2016 z:\forms\plan review checklist 5-2016.docx Shoreland District MCWD Permit Average Lakeshore Setback gluff M et? 0 Yes o Permit Number: � Yes � No �A � Ye No N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf � Yes o � Yes No 1 2 3 4 5 Type(s): Type(s): Fees to be Char ed YES NO Permit �/' Plan Review 1./' State Surcharge Investigation Fee - �, SAC—Number of SAC Units U Other(specify) Square Foota e $ per Square Foota e Basement X = $ 1 St Floor X = $ 2nd Floo� X = $ Garage X = $ .� ,�j � Estimated Construction Value: � �—(%, �� Orono Inspections Required Work Requiring Separate Permits Footing � Site 0 Plumbing � Grading/Filling � Poured Wall � Silt Fence/Erosion Control � Mechanical 0 Fire � Foundation Survey � Hardcover Removal 0 Fireplace 0 Water Connection � Framing � Other(specify) � Masonry � Sewer Connection � Waterproofing/Drain tile 0 Mfg. � Lawn Irrigation 0 Foundation Waterproofing 0 Other(specify) � Landscaping �Framing 0 nsulation As-Built Survey Final 0 Lathe Required State Permits � Other(specify) 0 Well Iectrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: 0 See Builder Acknowledgement Form `�Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. . � Updated: May 2016 z:\forms\plan review checklist 5-2016.docx Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. � Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment ,/ ;� i ! Plans (to scale) x2 ,� ` � Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 reg ding this project. Signed by: Address: �� vo-$��-� �; �� . Permit #: W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx WELLS 8c SEPTIC SYSTEMS An accessory building must be at least 3 feet (including overhangs) from a well; 20 feet from the drainfield and 10 feet from other parts of the septic system. LOCATION An accessory building must be at least 10 feet from the house (including a deck or overhang) and 10 feet from any other structure. It may not be piaced in a drainage, utility or similar easement. Non-lakeshore lots: An accessory building may not be placed closer to the street than the house. On a corner lot this requirement applies to the narrower street frontage regard�ess of which frontage the front of the house faces or the address of the house; principal building setbacks may be required. Special setbacks and approval apply to a "through lot" (a lot with a street to both the front and back.) Contact the Planning and Zoning Department for more information. � � � Setbacks for an accesso buildin of less than 750 s uare feet Zoning District Interior Side Street Side* Garage- Other- Rear Rear R-1A 10' 35' 10' 5' R-1 B 10' 15"'* 10' S' LR-1A 10' 50' 10' S' LR-1 B 10' 35' 10' 5' LR-1 C or LR-1 C-1 10' 15'** 10' 5' RR-1A 10' 100' 10' 5' RR-1 B 10' 50' 10' 5' Setbacks for an accesso buildin of 750 to 1,000 s uare feet Zonin District Interior Side Street Side* Rear R-1A 15' 35' 15' R-1 B 15' 15'** 15' LR-1A 15' 50' 15' LR-1 B 15' 35' 15' LR-1 C or LR-1 C-1 15' 15'�' 15' RR-1 A 15' 100' 15' RR-1 B 15' 50' 15' Setbacks for an accesso buildin of more than 1,000 s uare feet Zonin District Interior Side Street Side* Rear R-1A 30' 35' 15' R-1 B 30' 30' 15' LR-1 A 30' S0' 50' LR-1 B 30' 35' 30 LR-1 C or LR-1 C-1 30' 30' 30' RR-1 A 50' 100' 100' RR-1 B 30' 50' 50' 'This setback applies to unimproved street right-of-ways as well as to improved streets."'Must be 30 feet if a detached garage with overhead door facing the street side. Reference: City Code Sections 78-1279, 78-1288, 78-1404. 78- This is an information sheet.Every effort has been made to 1405, 78-1435 through 1438 insure the accuracy of the information contained herein; however,if any information is not consistent with provisions of January 2013 the City Code, the Code provisions will prevail. Page2of4 Christine Mattson From: Adam Edwards Sent: Tuesday,August 16, 2016 4:49 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 30 Orono Orchard Road N/#2016-00950 Chris, The information provided is sufficient for my needs. No issues. Adam From:Christine Mattson Sent:Thursday,August 11, 2016 2:06 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:30 Orono Orchard Road N/#2016-00950 Adam &Roger, We received a building permit application for a detached garage/accessory structure. The survey is from 2013 when a lot lot rearrangement was requested. Adam,you have a copy of the survey and building plans. Please let me know if you think you have enough information to review or if the applicant needs an updated survey. Roger you have a copy of the survey, building plans and the rest of the�le. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono I MN I 55356(physical addressJ PO Box 66 I Crystal Bay � MN � 55323-0066(mailing address) '� 952.249.4620 I 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 ihrough Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 5, 2016 1 S �Roger Peitso From: Roger Peitso Sent: Friday,August 12, 2016 7:47 AM To: 'Steve Gerber' Subject: RE:Alternate Septic Site Steve, The borings that were done were probably just for checking to see if the existing drainfield was code compliant. If you need someone find a site,you could use the person who did the Compliance inspection or there is a list of design professionals on the Minnesota Pollution Control Agency website. Roger From:Steve Gerber[mailto:swg.gerber@gmail.comJ Sent: Friday,August 12, 2016 727 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Re:Alternate Septic Site Hi Roger, I got your voicemail along with this email. The septic certification and compliance was done because the property was sold. We purchased this property in 2014. So it was ordered by the previous owner. Attached is a copy of one of the pages of the soil borings that was done. Can I assume that since there were two borings that an alternative site was tested? I called the person who did the perc test but he is out of the office until next Monday. thanks, Steve On Aug 11, 2016, at 4:29 PM, Roger Peitso<r�eitso�u,ci.orono.mn.us>wrote: Steve, I left you a message on your phone, I needed to know if you have had an alternate septic site identified for your property? City of Orono Code Sec. 58-47 Building Permit Applications requires that a alternate site is identified before a permit can be issued. I cannot find any paperwork in your street file and I don't know if you had one identified when you did your Compliance inspection but we need one identified now. Any question please give me a call. Sincerely City of Orono 1 f ' Roger Peitso Building Official City of Orono Phone:952-249-4600 Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 � <image001.jpg> Sec. 58-47.- Building permit applications. (a) New residence. No building permit shall be issued for any new building that will be connected to an ISTS until a site evaluation and design is approved by the on-site systems manager. The site evaluation must include the identification of both primary and alternate drainfield sites suitable for a minimum of a five-bedroom residence. If the building will be connected to an existing system, a site evaluation and design must be approved by the city, including the existing system specifications and a future site meeting the provisions of this article. A new residence must be connected to an ISTS meeting the definition of a code system. (b) Required upgrade or replacement A sewage treatment system not meeting the requirements of Minnesota Rules Chapter 7080, as amended, or the requirements of this article, whichever is more restrictive, must be upgraded, at a minimum, at any time a building permit is required for any improvements on, or use of, the property, subject to the following: (1) Any such system for which the city has previously issued orders requiring upgrade or replacement of the system by December 31, 2007, shall not be subject to this requirement until January 1, 2008. (2) Any such system forwhich the city has previously issued orders requiring upgrade or replacement of the system by December 31, 2010, shall not be subject to this requirement until January 1, 2011. (3) Regardless whether previous upgrade or replacement orders have been issued, this upgrade or replacement requirement shall not apply when said building permit is for regular maintenance or upkeep including but not limited to replacement of inechanical equipment such as air conditioning, furnaces, water heaters, or water softeners, or for re-roofing, re-siding or window replacement. (c) Construction of additional bedrooms or construction including water-using appliances that will increase the sewage flow into an /STS. A building permit shall not be issued until the city confirms that the existing ISTS is compliant and of adequate size to treat the sewage flow from the building and that a future drainfield site is designed and preserved. If the existing ISTS must be repaired or replaced, an ISTS design for both the existing ISTS and a future drainfield site must be approved before issuing a building permit. If expansion or replacement of the ISTS is required, the ISTS must be installed and inspected before a certificate of occupancy shall be issued for the construction. Failure to identify satisfactory drainfield sites for the proposed sewage flow for use now as well as a future site shall result in the denial of the building permit application. {d} Expansion of an existing building, including decks and patios; construction of an accessory building, driveway or land a/teration. A future drainfield site must be designed and preserved prior to the issuance of a building permit for any expansion of an existing building, construction to an accessory building or driveway or land alteration on a property using an ISTS.A building permit will not be issued when the proposed work would preclude the use of the only future drainfield site approved by the city. (Code 1984, § 12.30(4)(F); Ord.No. 100 2nd series, § 4, 2-10-1992; Ord.No. 147 2nd series, § 8, 5-13-1996; Ord.No. 199 2nd series, § 1(12.30(4)(F)), 5-8-2000; Ord.No. 38 3rd series, § 1, 9- 24-2007) 2 \ � YZ�YI(3 ��i�Y2�Y r�ir� �'J�" � � JO � � � �� -~- �� \ \ / i � 1 / / - 1 , � � � � �, � \ � I \`� % , � � � � � � � _ � � �, � � � , � - � --� � � ► ` � � \ 0 0 � �'o�� ol� �� T rn ��'� ia'� ' o�t- q�� T z� �'o o�- 10 � ' \ z Christine Mattson From: Terrence Chastan-Davis <tchastan-davis@minnehahacreek.org> Sent: Friday,August 12, 2016 4:33 PM To: Melanie Curtis;Christine Mattson Cc: swg.gerber@gmail.com Subject: No MCWD Permit required: 30 Orono Orchard Rd, Orono Good afternoon, There is no MCWD permitting requirements for the proposed garage project at 30 Orono Orchard Rd. Please feel free to contact me if you have any questions or concerns. Thank you, Terrence Chastan-Davis District Representative Minnehaha Creek Watershed District 15320 Minnetonka Blvd Minnetonka, MN 55345 952-641-4581 MINNE1�iANA CRE�lC W�1,T�RSHE� PISTRI�7 1 , City of Orono ,st>>ti��, Hardcover Calculation Worksheet ' { i Property Address: �.� , � � \�: Prepared by: „t_ � r,. , Date: , ,�, �:;��r ..i a Stormwater Quality Overlay District Tier: (Circte one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet (Example (Garage) (24'x 30') p20 S.F.) A s-/v SS `7' � 1 S.F. B S.F. C � (Z J� X C, S.F. � 'i0 X 2 S.F. E ' � lH� �' ' Z.... Z I S.F. F S.F. G (s 2-z% S.F. H S.F. � S.F. J S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. � S.F. R S.F. S S.F. T S F. � S.F. � S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover Z 'j S F. Excludabie Hardcover See Ci Code Sec 78-1684: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area S.F, Existing Hardcover Percentage [(3)=(4)] �� ;G) % (Proposed Hardcovernextpage) Packet Last Updated: January 2015 This is an in(ormation packet regarding Hardcover. Every e1/ort has been made to ensure the accuracy of fhe inlormafion contained herein;however,il any information is no(consistent with provisions ol the Ciry Code,the Code provisions will prevail Page 16 � - ' ¢ Page 1 of 4 ��in�a�e Id; 25030 �_ • � �� 81912016 Items Selected: Options Selected: FrontView Gable room in attic roof wl 8112 pitch Trusses 2'O,C The options you have selectetl are; Truss Design Location Zip Code;55391 15 LB Roof Felt � 314"T&G Pine RIA Floor Sheathing 2 Rows Granular Ice&Water Barrier Partical Board Stair Tread-42" 2-10x8 Overhead Door—Insulatetl Ribbed I� 2z4 Wall Framing Material 1 -36x80 Service Door—CM16-Panel Steel LS 26'Wide X 30'Deep X 9'High 1 -36x36 Window—White Vinly Slider 6'6"H x 12'W RIA Room Size 2-36x24 Window—White Vinyl Utility 8"Pine Grooved Vertical Siding Back View Primed Smart Trim Outside Corners Re��r�e�^�r�� 4`0� �o�e Block-ItHousewrap Campii�n�e G9� off Or�no 12"gablel12"eave overhangs Q�.� �y 112"OSB Roof Sheathing � Castlebrook,Weathered Wood Shingles Review�r �, � � oo i; Slant Back Vent(Metal�,W.Wood o0 White Aluminum Soffit&Fascia White Premium Roof Edge Cedar Overhead Door Jamb ��o c�� Approved n�mbers or ad�ress hall be provided for afl new b�;iidirgs in such a position s to be plainly uisible a�td legible from the street or ro d fronting the ��opet-ty, I v �2 C�° fi(�C� ( �e.� ✓ � `�a r � ��'0 �� Cit of Orono . `'� � � ' Pla ning&Zoning Plan Re��;�'w Sit Plan Review Date: �t , pPROVED � ppROVED W�Ty F',�VISIG�IS(see notes) p ENlED � innn ff:_�.1Y-�-- ., - Estimated base price; $8,175,81* Estimated price: $10,074.76� The base price includes:0"Eave10"Gable Overhangs,Framing Materials 7116 OSB Roof Sheathing,20 yc Fiberglass Classic-Onyx Black Shingles,Pine fascia,Galv Regular Roof Edge, �Today's estimated price,future prieing may go up or down. 8"Texturetl Vertical Hardboard Siding,All selected overhead.service and slitling doors are included. �TaX,labor,and delivery not ineluded. V�ndows and other options are NOT included. Trusses require guest pickup at the plant or jobsite delivery, Estimated price does not include jobsite delivery charge, Delivery to your jobsite must be arranged with an additional fee at the delivery desk, Please see a delivery coordinator for additional information. �Take this sheet to the Buildin�Materials counter to�urchase your materials,� Floor type(concrete,diR,gravel)is NOT included in estimated price.The floor type is used in the calcu ation of materials needed.La or,foundation,steel beams,paint,elecfrical,heating,plumbing,and delivery are also NOT included in estimated pnce.This is an estimate.It is only for general price information.This is not an offer and there can be no legally binding contraci between the parties based on this estimate.The prices stated herein are subject to change depending upon the market conditions The prices statetl on this estimate are not frm for any time penod unless specifcally wntten othenvise on this form.The availability of materials is subject to inventory conditions.MENARDS IS NOT RESPONSIBLE FOR ANY LOSS INCURRED BY THE GUEST WHO RELIES ON PRICES SET FORTH HEREIN OR ON THE AVAILABILITY OF ANY MATERIALS STATED HEREIN. All information on this form,other than pnce,has been provided by the guest and Menards is not responsible for any errors in the information on this estimate,including but not limited to quantity,dimension and quality. Please examine this estimate carefully.MENARDS MAKES NO REPRESENTATIONS,ORAL,WRITTEN OR OTHERWISE THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUE BECAUSE OF THE WIDE VARIATIONS IN CODES,THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS.THE PLANS ANDIOR DESIGNS PROVIDED ARE NOT ENGINEERED.LOCAL CODE OR ZONING REGULATIONS MAY REQUIRE SUCH STRUCTURES TO BE PROFESSIONALLY ENGINEERED AND CERTIFIED PRIOR TO CONSTRUCTION. � � ¢ Pa e3of4 E,��in�a�e Id; 25029 �s=�� g . �� __ _ � �� Garage Floor Plan, � �� Illustration May Not Depict All Options Selected 7 3/4 h"�,�,, �;;�� 10" �U�iN. TREAD 6'-r^:" ►,:;i�1. HEA,D,'�p�;� MAINT�1iiV �liltvt�vi�tv� �� e" V!%1DT,-� AT LEAST+��' FiA(�pR�lL R�r�Ji��D � OF HALLW,�Y� AR1a STA,Z�WAYS GU;��.=�nr;,G,l CPE�V �!��S - �,I 5'-3" 3'x 6'-8" 5'-3" 3'x 2' 5'-3" 3'x 2' 5'_3" / u ' / 2 . ��A�v� � _ �� Continuou5 gripp��le handrails req'd. 34"-38" hi�h. 1-1/4"-2"dia. - - No closer than 1-1/2"to wall �� - �/ Return er,ds fo�,r✓a?i or post. , .�'" cf o �o�X s� � �1 � - � _ o � i � (� ' U_ ER,S�BE� � (� N ( �-L ' � ANUF AC��R GLp,ZI � �/ �s� g � � M SAFREQ�� , tU v° z' i , � s � �� = , v � � ��e� PRa.��ar�W�-��ti�� ,o�X s� , p�N FP�-�- ��R��• �ti\h� \DE�i� � �'�`�`� '.�-�'' ��v ^1�� 1 '„��.-�-~° \ c�G�''�CN�a y �� ul fkLL z� 30' PROVIDE ROOF AND FLOOR T��J�S SPECIFlCATIONS ON-SITE .r.-------'""e•-� Stairwe Risers ro�� ppen risers are permitted,p Building Size;26 feet wide X 30 feet long X 9 feet high the c�ning bE`�Neen�*ea�s�'h�y�.�� perrr��t pass�ge of a� dia. SP Note:Wall construction is 2z4 @ 16"on center 4� ��-(/�� V V �l � � ,� �� l � � �� I 4�L � , i� -� � �� I � � � � � P�.��k � : �# ._. . �'�a. �� _:. �� "�t�� # � � � � ; � � � � .. . �. . � � � � �� : _ � v� ��. «�� *�� "�`�� *��. .� ��,�� ,F �� "�� .,�� -..u..� ...�,.�� : `�� ,:�� `��. �� _ . ,�� `�`.,�� ` `��, 4 Y 4�`��.� _ �` ��.� � . �f� , e� 1��y��s ::� ��. � ' �,�'°�� ',�� ......nc...w,.,...su,.. .�^v yf3�y �►�� , ��4,�P�P �)�' � ��,lt,�✓ �. ` � +,�, �,'�y ��1 I�4 �'� �•{ !' � � � a �9 � �V\ 1 ��.4,� �•�b`-� , � fi;t � � �-.. �� l '1� � ��'1 �►,vt v v,,` �=��j�c. � ' � s E.$�Ir�a�� I�; 25131 . _ - Page2 of 4 �� , , ��, 81912016 Herearethewall configurationsforyourdesign, Illustration May Not Depict All Options Selected � Attic Wall 11'-6" � -� �� 11'-6" � � 3X3 � -- —_. � j� '��11'�, � -- , � � . ._� � � .� ��. �� n � _ , . � 2' 10'X 8' 2's 10'X 8' 2' �a� ;,u 26' I Gable Front View � Gable Back Vi 'VINDOW FALL PR (2)- (1)- -IN ATTI OTECfiON SMALL BE FROViDED IN ACCOR�ANCE �NITFf iRC �p.� �jra �� a'� � SECTtONR312.2.1At�;a312.2.2. d�,�a� � _ ; —� _� .. . r � .. t __ a ■■ ■■ Wo. t , —� � �� 30' S'-3° 5'-3° 5'-3"---- --5'-3"� �'X2 3'Xo=B" 3'X2' Eave Front View Eave Back View �1�- Building Size:26 feet wide X 30 feet long X 9 feet high Approximate Peak Height: 18 feet 6 inches(222 inches) NOTE:Overhead doors may need to be"Wnd Code Rated"depending on your building location, Conf rm the door requirements with your local zoning official before construction. Menartls•provided material estimates are intended as a general construction aid and have been calculated using typical construction methods.Because of the wide vanabiliry in codes antl site restrictions, all fnal plans and matenal lists must be verifed with your local zoning office. Menards is a supplier of construction materials and does not assume liability for design,engineering or the completeness of any material lists provided. Underground electrical,phone and gas lines should be located and marked before your building plans are fnalized. Remember to use safery equipment including dust masks antl sight antl hearing protection dunng construction to ensure a positive building experience. � � � � � ' � Page 4 of 4 Es�imat� I�, 2512� �_ . �� 81912016 2 P)y Girder truss (regular truss 1&2 plied per instructions) i i 2x's in joiat hangen 24"o.c. match chord dimension i � ,� cloor � �r"��Y� �.� a �l�� f��) � � �� . �� Plate '� � Wall Sheathing Y�� Studs @16 oc `� ��L Trusses are engineered (�; `� products and CAN NOT Illustration May Not Depict All Options Selectet�� '�� Hel ful Hints for Room In Attic Gara e Construction �e CUT, MODIFIED, or DRILLEC p 9 � Trusses can �ot be cut, modifed, or drilled into. � Increased loading for the floor is in the attic room area only. — �russes inciu�e� ,n tnis estimate �a not �ncluqe �vernanqs. Material to hand frame the overhang is included in the estimate. Framing details for proper installation of overhan s is available. Additional truss designs are also available, inclu ing trusses with eave overhangs, additional room sizes and more. See a buildin materials team member for more information about truss design and over ang framing details. � For Stair Construction: 1 . Stairs in this estimate are located on the end of the building. 2. Regular truss 1 is located next to regular truss 2 at approx. 48" from the building end allowing forthe stairopening. 3. Reg ular truss 1 and regular truss 2 must be plied together using 10d nails. Nilin rn fllw : 2rw r " nnrnh n mhr a g p a t t e a s o o s o s s t a g g e e d 9 o c e t e o t e t o p a d b o t t o c o d s, 1 row 9" on center on webs. 4. The roof area and floor area between the end truss and truss 1&2 are hand framed usir lumber that matches the truss top and bottom chords. � Chan ing the end trusses to regulartrusses may make it easierto install attic windows or to ad insulation to your garage in the future. Switching to end trusses will require additional plate and stud materials. Menards-provided matenal estimates are intentletl as a general construction aid and have been calculated using typical construction methods.Because of the wide variability in codes and site restrictions, all final plans and matenal lists must be venfed with your local zoning office. Menards is a supplier of construction materials and does not assume liability for design,engineering or the completeness of any material lists provided Untlerground electncal,phone and gas lines should be located and marked before your building plans are fnalized. Remember to use safety equipment including dust masks and sight and hearing protection dunng construction to ensure a positive building experience. � � Hennepin County Property Map Da te: 8/11/2016 j ,� ,� ,. � - 1� 1«, � �� ' ; ,�� ,.. 1„i� 1�':'!t�'��'�+ \ • b "'C �: :<� ;�M �� '� � ,�+�.s i��,,�,' '�.�', � v "� "� � , �t ,%. i - .�� ... ;"�`.�� sS� ',. ' ,,..,� - ` + �.; ' " , � '- � � �:'rAt,��r:.� . V� � * : ..� A►,� '�".. �,_ - .. . .� ,. ��y'�.. ��.,�� .* �. ., � � �+A ta Ir" i-�I��' � + �`, t'. � �IH�� ..� � �n y� � � ' .�r��, . �� . . � . 1 �P � � . . . . � ^� l�i�� p. ��t �� .,�,i��. � �" + ,�s, '7 .'- ' , � . .� - +. � ��''�^y_ . �.� }� �,+ #T � , ��..- I . +� � .,eP }, � �1. � . �� .� . iI^"1. '� 4� ,��,i�� '1 . . +.� � '�.a T p�.',..'" � Y �t{ � .�� f +1,, . � � a�' _ , � °j� F , �#� � a .��. �' ,R. ��"�"�"�,�i�($�' � � '�� ' , �1-� , ^�p � "� ` a i`s ' - , � . ' �. �M �s: 6.� ��R '� � � �� ?�� , �a,��`.� +,�.`�f�,":'..� ��1.�r a . � �j . .! e' � �It_� �i'� �+�� K i6 t�1 a*� ��`,�,a �KY, . ;�tv'�r'�� '. tr' . � . A°� ..', , �� ...; '_3 y�''��¢� t�� a . ' •r. ... � . �`� a��a .. T�~a� �*f . �� _«"X• •�'�.. "�pK•, .�e�� (y�,t,�? � �� ' �r �� s : Y.�� ' �adw � . ,; i � , .. * � � "`<'��.*"'`.i�. r�s� '�p,� �`' . �+1� �+ `t ��rd" � ,�q�`� "' . a , _ . " � � - �r�t ��,� �rlliK��r�� i,� .__ �:��,�w ..-�� . ,:y� I � ` .' A � r -f f�• ` .♦� '{�'�.�js �'� �x�� ..�. �� .�'�Y♦ �,. t �� . �' " ' � .� �� f "� ��,s � � K ♦ _ 4 +!, � � �� 4w�1 f� `'�ai, � �►'"' .r°"' �„�,,,�,si :�.r1 � . � . � �`M^ ... ° ^� _r,i� .` _ � ,�,..�.44��.r � '�yA `..; �,. r'� � `°'�'+�, , ,�ti.'� f 't, - ' i� _�3`. ,�... ' - � ^-.s l, : .J.1 ,�,y,� "�•.' "� , A . �j �- • s d.�s R -�� "� �1 ' u�,.(_, � � 41FlI }� �y y� `�� J 4i� •.'�'�1 �� :\ . t ` ,��.. AW �*� � ,�f. � i j�� /� , .rt�_�• i '�. �y� �• '~`f �. �..�►r. :r.r �. ;� � «. , - ' � � ,. ��..��, 'S�� ,.*' 'IM� •.� � ` -�i' r;, q`{4• L `_�,.,,��T7� �� ' ��M�� 4 ...Y` . , ♦a �� ' t�• * SK� .+ �� . � ii, °w^+ . i..~,:'! S .. .` • � � ` .�� ..y�� , �'�.-��... `�l �.� ��.. #* �p �" •'��,4`k '' �.� ' �+ �R e . . `�"i� �' �- - � -It f"1 � '�►� ; � . �.� ,�� ' � �4 d �� ,�` a' r., . ,ay�. f � M1� �. µ �' ` �'�:. �•�µ� l�'. +�j��' rt,, � y�• � ,W e. . '�' .�, -�'�.'� 4 �+i� �`,� r,,,- -'S��`�*_ ,��,� "` ? �' 1��- t _ �` � xA , �.; ,,, ,� _ 1 inch =200 feet ..� Mti.�° .i PARCEL ID: 3511823330037 Comments: OWNER NAME: Steven Gerber/Arlette Gerber PARCELADDRESS: 30 Orono Orchard Rd N, Orono MN 55391 PARCELAREA: 2.97 acres, 129,306 sq ft A-T-B: Torrens SALE PRICE: $594,500 SALE DATA: 03/2014 SALE CODE: Excluded From Ratio Studies This data(i)is furnished�nsis�W�cn�o representation as to completeness or ASSESSED 2015, PAYABLE 2016 accuracy;(ii)is furnished with no PROPERTYTYPE: Residential warrantyofanykind;and(iii)isnotsuitable for legal,engineering or surveying purposes. HOMESTEAD: Homestead HennepinCountyshallnotbeliableforany MARKET VALUE: $722,0�� damage,injury or loss resulting from this data. TAX TOTAL: $9,061.02 COPYRIGHT OO HENNEPIN COUNTY 2016 ASSESSED 2016, PAYABLE 2017 PROPERTY TYPE: Residential HOMESTEAD: Homestead MARKET VALUE: $619,000 �� '� nniuwest nnanutactunng, tau uaire, wi�+i�:� /-si u s�an �zoi5 nro i eic inaustnes, ina ius Nov i i�i ia:uo za�5 rage� � �_ I ID:SdhRCeCmm5pIE31/YBZwodwylLJ9-enmBqMDS_vOqJzwh6CRV1e030N1oFaPmOWnSFzylLj O t �V 0-0-0 3-0-0 SO-0 7-0-0 9-0-0 11-0-0 1&o-0 15-0-0 17-0-0 19-0-0 21-0-0 23-0-0 2Cr0-0 a' �� 3-0-0 2-0-0 2-D-0 2-0-0 , �0-0 , �0-0 , 2-o-0 , 2-0-0 , �0-0 , 2-o-0 , 2-0-0 , 3-0-0 �� `� � 4x4— Scale=1:74.k � � B 8 8.00 12 5 9 q 10 3 6 �� 5 5 5 2 4 4 12 3 S 3 l S 2 S 2 13 1 -S 1 1 � 1 Io 27 26 25 24 23 22 21 20 19 18 17 16 15 14 s ; 3xe II 3x4= 3x8 II o-o-o s-o-o 5ao �-o-o s-o-o ��-o-o ts-ao 15-0-0 »-o-o i�o-o 2�-ao 2s-o-o 2�a-a � s-ao , 2-0-0 , 2-0-0 , 2-0-0 , �o-o ao-o 2-o-0 , 2-0-0 , 2-0-0 , z-o-o , 2-ao , s-ao � Plate Oftsels X -- 14:0-2-1 0-1-8 27:0-4-4 0-1-8 LOADING(ps� gpACING- 2-0-0 CSI. DEFL. in (bc) UdeFl Ud �ATES GRIP � TCLL(rooF) 35.0 _ Snow(PsJPg)34.7/50.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) n/a n/a 999 MT20 197/144 � TCDL 1 O.O Lurnber DOL 1_15 BC 0_O6 Vert(TL) n/a - n/a 999 � BCLL O.O • Rep Stress Incr YES WB 0.50 Horz(TL) 0.00 14 n/a n/a BCDL 1 O.O C�e IRC2012lTPI2007 (Matrix) Weight= 114 Ib FT=( LUMBER- BRACING TOP CHORD 2x4 SPF No2 TOP CHORD Stnictural wood sheaihing direclly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x3 SPF Stud'Except' BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. W1:2x4 SPF No.2 WEBS 1 Row at midpi 7-21 OTHERS 2x3 SPF Stud MiTek recommends that Stabilizers and required cross SLIDER Leit 2x6 SPF No2 2-6-0,Right 2x6 SPF No.2 2-6-0 brac,-ing be installed during truss erection,in accordance with Stabilizer Installatbn uide. REACTIONS_ All bearirgs 26-0-0. (Ib)- Max Horz 27=-182(LC 10) �7 Max Uplii All upliR 100 Ib or less at joint(s)27, 14,22,23,24,25,20, �V i e, ��, 16 except 26=106(LC 14), �s=-�o��c i s� O Max Grav All reactions 250 Ib or less at joint(s)27, 14,21,24,25, 17, 16 except 22�23(LC 20),23=262(lC 20),2B=319(LC 28),20=323(LC � 21),18=262(LC 21), 15=312(LC 29) � � FORCES_ (Ib)-Max.ComplMax.Ten--All forces 250(Ib)or less except when shown_ �a WEBS 6-22=283/61,2-26=-275/115,8-20=-283/60, 12-15=-275/1 13 JOiNT STRESS INDEX � 1 =0.00,2=0_51,3=0_51,4=0.51,5=0.51,6=0_51,7=0.39,8=0.51,9=0.51, 10=0_51, 11 =0.51, 12=0.51, 13=0.00, 14=0.25, 15=0.51, 16=0.51, C� 17=0.51,18=0.51,19=0_26,20=0_51,21 =0_51,22=0.51,23=0.51,24=0.51,25=0.51,26=0.51and27=0_25 � � NOTES (1 s) �� 1)Unbalanced roof live Ioads have been considered for this design. f� �� - C:nntinuwrf�n nanA 9 �� '� nrodwest nnanutactunng, tau uaire, wi �ro� i.ei u s�an z�2oi 5 nni i eK inaustnes, inc i ue Nov i i ui:ia uu��5 rage z � � ID:SdhRCeCmm5pIE3VYBZwodwylLJ9-enmBqM�S_vOqJzwh6CRV1e030N1oFaPmQWnSFzyly N � No�a (ts) � � 2)Wind=ASCE 7-10;Vult=115mph(3-second gust)V(IRC2012)=91 mph;TCDL=4.2psF;BCDL=6.OpsF;h=25R;Cat. II;Exp B;encbsed;MWFRS(envelope)gable end �� zone and C-C Exterior(2)zone;canlilever left and right exposed ;end vertical IeR and right exposed;C-C For members and forces&MWFRS(or reactions shown; Lumber D�L=1.B0 plaie grip DOL=1.60 Q� 3) Truss designed For wind bads in the plane oF the truss only. For studs exposed to wind(normal to the Face},see Standard Industry Gable End Details as applicable,or consult qualified building des�ner as per ANSIlTP I 1- 4)TCLL=ASCE 7-10;Pr=35.0 psf(roof live load:Lumber D�L=1.15 Plate D�L-1_15);Pg=50.0 psf(grour�snow);Ps=34.7 psF(roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 5) RooFdesog�snow bad has been reduced to account for sbpe. 6)Unbalanced snow bads ha�e been considered For ihis design. 7)All plates are 1.Sx4 MT20 unless otherwise indicaied. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely br�ed against lateral movement(i_e_diagonal web)_ 10)Gable sluds spaced at 2-0-0 oc. 11)This truss has been designed For a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 12)"This truss has been designed For a live bad of 20_Opsf on the boitom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 13)Provide mechanical connection(by others)oF iruss to bearing plate capable of withstanding 100 Ib uplifl at joint(s)27, 14,22,23,24,25,20, 18, 17,16 except (it=ib�2s=�os, �5=�o�. 14)This truss is designed in accordance wiih the 2012 International Residential Code sections R502.11.t arxf R802.102 and reFerenced standard ANSUTPI 1. 15)"Semi-rigid pitchbreaks with fixed heels"hAember end Fixity model was used in the analysis and design oi this truss_ e , LOAD CASE(S) Standard • � • + a7 N O �� N - , � N � . !� - � . � I.L� , . R6a2.10.6.2 Method PFH: Portal frame with hold-downs. . Method PFH braced wall panels shall be constructed in accordance with Figure . R602.10.6.2. xrr�*a�ar�e rrrw oovw�rarra�..�wca trv�o wu►uo w.►t+.rta� E7IfEMT OF e�10Qq wltN lfWLE►pRTK flt� (Otl[NtIiC!0 tiYMI�AM!l) 2'.�rM1�PK01M4TM G►QR�HN6 �- �0�llrBlt 011004l1t IWIItK RMf��tfi�t/EII P01iY Ml TNt!R�OD/0.�ttql ME �; Or/OdrtE!i0[� i: �wa,m�«at rrs-s .. . . . � R�KtOtO.��t k= NY[f LOiE{l1W. .�a�� = f�IRLMBKATM1116fAM[MXRMAT7l� OCCY1104IOtAI�OK IABtCMTOp � ' • COMlpi Olt R�tvp�0 MOx M++�At w]r 6R�D ; M�p[01�0[f W 011 ' I�wtf r0 t PAt�tRkw�4NpNN � KQCIG1f6YMN1eN NtROLRIP� woarE�r OF ww,i � M��lItOJ�CAtiTU��[�Ti1�F.i � TYY�O G� �; Mi?tRi�pr/07N t10t5 q ORtNR10 3 ��o� I�QYA6 ds k1D . aMQf1fE 34E P!'�e •% $![{$R N41�8.rF' +c.�c a��o A•�y�,r4w 6 � -r. gi �[u�•+watva[ . M va � � � �— rreow�c�sar�p,�e�wta�arw '• �' �a+�waar � � sts��Kvroas�trrw��wes.sNc+�r� �; rvwt.a,rarrx z�cYu� tY 7 0 3 YMK 10 t4MMRlM 04 Q+�IYMNkC 0�+1[�{,f Ar iA/l►E COM�ftTWIY ay i T O C IM Xl/RMfiM�71Ni.i11lC10N0..MD �j }�11faMW ��rn �rw eou�u�wst Mw ttMi�M�1�MrtlP6RrAi�tM1¢iis MpM6MI0J+tt�i wanc�oe��a mos 11l1.R)lm/IiiTAY�YR MOl0a0h'MM{ I[R T�/U{�fq i(f}� 1CMKCOCP t1�0 CQ1�CRi T[�q MItt,L4 M�q � /t/Y1Mfl MM @NfiORCYlO OF FOYMOATI011.!Od1E N W MIN�Mi t�MM8�00MA1 t TO►N��01TON Ot ROOTNIQ iMlMt rf� ,��ETE MG M�ItfD r�nit �� ..�+.ry�.•��..�� MTQ�AIMi1N � �« -Z-�r �....i �� IWI i00TN0!QE It110Ei 0/ENMIO A611Z°k 1!'.A1L�Y OOMiMfW 8+rtl�E rEI1MtRE0�br004a!O�tM+IMf rw�t�friq�MeTlqa{�IC�11K�tp{;1,�YN�OotA �.�s-�+�x z�rir�vwaR� FRONi EtE'VATION �pN For Si: 1 inch = 25.4 mm, 1 foot=304.8 mm. FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WlTH HOLD-DOWNS TABLE R602.10.5 MINlMUM LENGTH OF BRACED WALL PANELS MINIMUM LENGTH° METHOD (inches) CONTRIBUTING LENGTH (See Table R602.10.4) Wall Height (inches} 8 feet 9 feet 10 feet 11 feet 12 feet DWB,WSP, SFB, PBS, PCP, HPS, BV-WSP 48 48 48 53 58 Actual° GB 48 48 48 53 58 Double sided =Actual Single sided = 0.5 x Actua! LIB 55 62 69 NP NP Actuale SDC A, B and C, 28 32 34 38 42 ABW wind speed < 110 mph 48 SDC Do, D� and D2, 32 32 34 NP NP wind speed < 110 mph Supporting roof only 16 16 16 18° 20� 48 PFH Supporting one story and roo 24 24 24 27` 2g` 48 PFG 24 27 30 33d 36d 1.5 x Actualb CS-G 24 27 30 33 36 Actualb CS-PF 16 18 20 22e 24e Actualb Adjacent clear opening height (inches) <_64 24 27 30 33 36 68 26 27 30 33 36 72 27 27 30 33 36 76 30 29 30 33 36 80 32 30 30 33 36 84 35 32 32 33 36 88 38 35 33 33 36 92 43 37 35 35 36 96 48 41 38 3fi 36 CS-WSP, CS-SFB 100 — 44 40 38 38 104 — 49 43 40 39 Actualb 108 — 54 46 43 41 112 — — 50 45 43 116 — — 55 48 45 120 — — 60 52 48 124 — — — 5fi 5'1 128 — — — 61 54 132 — — — 66 58 136 — — — — 62 140 — — — — 66 144 — — — — 72 For SI: 1 inch = 25.4 mm, 1 foot= 304.8 mm, 1 mile per hour=0.447 m/s. NP= Not Permitted. a. Linear interpolation sha11 be permitted. b. Use the actual length when it is greater than or equal to the minimum length_ c. Maximum header height for PFH is 10 feet in accordance with Figure R602.10.62, but wall height may be increased to 12 feet with pony wall. d. Maximum opening height for PFG is 10 feet in accordance with Figure R602.10.6.3, but wall height may be increased to 12 feet with pony wall. e. Maximum opening height for CS-PF is 10 feet in accordance with Figure R602.10.6.4, but wall height may be increased to 12 feet with pony wall. Roger Peitso From: Steve Gerber <swg.gerber@gmail.com> Sent: Tuesday,August 23, 201610:33 AM To: Roger Peitso Subject: Re:Alternate Septic Site Roger, I just received the alternate site septic system paperwork and will run it to city hall in a few minutes. Regazding additional detail for building, following are additional details: thanks, Steve 1. 2x4 wall construction 2. Room in attic trusses 3. Window and service door header material—double 9 %2"LVL 4. Overhead door header material—double 11 7/8" LVL 5. Stairwell baluster spacing 4", 36"handrail height 6. Foundation: a. 12"footings with 2#4 rebar b. 4" slab with 6"wire mesh c. Narrow wall anchors—front wall, one for each 3' section d. 6"block(one row) e. Anchor bolts within 12" of corners and space 4'-6'. On Aug 18, 2016, at 4:46 PM, Roger Peitso <rpeitso ,ci.orono.mn.us>wrote: Steve, i � I have attached a copy of a handout I attached to your permit in regards to the narrow walls at the � garage door opening. I gave you the detail directly out of the 2015 Minnesota Residential Building Code. I just wanted you to see the anchoring requirements that would work for you building. I did not see any items like this on your materials list. Any questions please give me a call. Roger From:Steve Gerber [mailto:sw�.�erber@�mail.com] Sent:Thursday,August 18, 2016 10:21 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Re: Alternate Septic Site Hi Roger, Rusty Olson is here now setting up the perc test. He has identified an alternative site for a type 1 drain field. He expects to have all the paperwork to me the first part of next week. As soon as I get it I'11 drop it off for you. Steve On Aug 12, 2016, at 7:47 AM, Roger Peitso <r�eitso�cer�,ci.orono.mn.us>wrote: Steve, The borings that were done were probably just for checking to see if the existing drainfield was code compliant. If you need someone find a site,you could use the person who did the Compliance inspection or there is a list of design professionals on the Minnesota Pollution Control Agency website. Roger From:Steve Gerber [mailto:sw�.�erber@�mail.com] Sent: Friday, August 12, 2016 7:27 AM To: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: Re: Alternate Septic Site Hi Roger, I got your voicemail along with this email. The septic certification and compliance was done because the property was sold. We purchased this property in 2014. So it was ordered by the previous owner. Attached is a copy of one of the pages of the soil borings that was done. Can I assume that since there were two borings that an alternative site was tested? I called the person who did the perc test but he is out of the office until next Monday. thanks, Steve z � On Aug 11, 2016, at 4:29 PM, Roger Peitso <rpeitso(�a,ci.orono.mn.us>wrote: Steve, I left you a message on your phone, I needed to know if you have had an alternate septic site identified for your property? City of Orono Code Sec. 58-47 Building Permit Applications requires that a alternate site is identified before a permit can be issued. I cannot find any paperwork in your street file and I don't know if you had one identified when you did your Compliance inspection but we need one identified now. Any question please give me a call. Sincerely City of Orono Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 <image001.jpg> Sec. 58-47. - Building permit applications. (a) New residence. No building permit shall be issued for any new building that will be connected to an ISTS until a site evaluation and design is approved by the on-site systems manager. The site evaluation must include the identification of both primary and alternate drainfield sites suitable for a minimum of a five-bedroom residence. If the building will be connected to an existing system, a site evaluation and design must be approved by the city, including the existing system specifications and a future site meeting the provisions of this article. A new residence must be connected to an ISTS meeting the definition of a code system. (b) Required upgrade or rep/acement. A sewage treatment system not meeting the requirements of Minnesota Rules Chapter 7080, as amended, or the requirements of this article, whichever is more restrictive, must be upgraded, at a minimum, at any time a building permit is required for any improvements on, or use of, the property, subject to the following: (1) Any such system for which the city has previously issued orders requiring upgrade or replacement of the system by December 31, 2007, shall not be subject to this requirement until January 1, 2008. (2) Any such system for which the city has previously issued orders requiring upgrade or replacement of the system by December 3 , � 31, 2010, shall not be subject to this requirement until January 1, 2011. (3) Regardless whether previous upgrade or replacement orders have been issued, this upgrade or replacement requirement shall not apply when said building permit is for regular maintenance or upkeep including but not limited to replacement of inechanical equipment such as air conditioning, furnaces, water heaters, or water softeners, or for re-roofing, re-siding or window replacement. (c) Construction of additional bedrooms or construction including water- using appliances that will increase the sewage flow into an ISTS. A building permit shall not be issued until the city confirms that the existing ISTS is compliant and of adequate size to treat the sewage flow from the building and that a future drainfield site is designed and preserved. If the existing ISTS must be repaired or replaced, an ISTS design for both the existing ISTS and a future drainfield site must be approved before issuing a building permit. If expansion or replacement of the ISTS is required, the ISTS must be installed and inspected before a certificate of occupancy shall be issued for the construction. Failure to identify satisfactory drainfield sites for the proposed sewage flow for use now as well as a future site shall result in the denial of the building permit application. (d) Expansion of an existing building, including decks and patios; construction of an accessory bui/ding, driveway or land alteration. A future drainfield site must be designed and preserved prior to the issuance of a building permit for any expansion of an existing building, construction to an accessory building or driveway or land alteration on a property using an ISTS. A building permit will not be issued when the proposed work would preclude the use of the only future drainfield site approved by the city. (Code 1984, § 12.30(4)(F); Ord. No. 100 2nd series, § 4, 2-10- 1992; Ord. No. 147 2nd series, § 8, 5-13-1996; Ord. No. 199 2nd series, § 1(12.30(4)(F)), 5-8-2000; Ord.No. 38 3rd series, § l, 9- 24-2007) <Narrow Wall Detail_PFH.pdf� 4 /^� � � � �_�_..�" _ DATE TIME CITY OF ORONO CALLED IN INSPECTION TICE SCHEDULED � � /� �o= � PERMIT N � — �� COMPLETED ADDRESS �0 �� OWNER TELEPHONE NO.-3�'�53-L`�'Z 9�' CONTRACTOR / � DESCRIPTiON ��-� � �y ❑ FOOTING ❑ DEM -FINAL ❑ SEPTIC L Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q�RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ EPTIC INSTALL i OWNERlCOf�fTRACTOR TO MEET YiOU:�YES_NO � COMMENTS: �� t�fi�-�t/ ` � �/.S _�7 4 ��lv✓��m 4�Lio�- GJo�� f�,.•:� /� �� d� o ��4�� c.� -+ ✓Jli t5 ,F �[.�-.�«5 r,`1 4�� ¢ �/O!/idr. �►r�r''`uitc L<<DS �Df � v�cy5 � td o ��,� � 3 p ,� � ' �•., t �� _ !< <� "r"t �� Q ' - ? � ,�ii,;, 3 •� � �,�! o,��., c,�•f�.N s.�s•��'1�' •F� � � , ,��tl� h�M -t � � � �u�� _ - �'v ti .� C !� �'a•� a rc�n�c /dh, W ❑WORKSATISFACTORY:P EED ❑PRWECTCOMPLEfE � ❑CORRECT VMORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CO'VERINO PERMANENT ❑CORRECTUNSAFECONDITION WRHIN HOURS. p pHpTOTAKEN INSPECTOR WILL RETURN �❑�OP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ,�SPECTION REQUIRED.CALL TO ARRANGE ACCESS. % Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlConiractor on site• S��v� Inspector: ��^' � vVhits CoDYAnspector's File C�nary CopylSib Notks / � � �� DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NO I E SCHEDULED � PERMIT NO. � c�M� I� ADDRESS _S n Ol L�Yl,tl �f OWNER �a��J ��TELEPHONE NO.�'a2t�..�`��9�� CONTRACTOR . � DESCRIPTION �� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTiC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING "j ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � �FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: W y �1 4 dS a i S� GI 6v�G ��v�¢ D V�h ��G G �. � �O W � Q � � W � J O W� ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 �t�RRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOWERINCa PEHMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerfContractor on site: Inspectw: �y S 6 1U � �C�� White Copyflnspector's File Canary CopylSNe Notke / / � DATE TIME CITY OF ORONO CALLED IN j —I� � INSPECTION NOTI E SCHEDULED PERMIT NO. COMPLEf D ADDRESS U�� OWNER ��✓Q-- �'f'Q�-�' TELEPHONE NO.�"��"��r� CONTRACTOR ��Je-- r � DESCRIPTION �� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING vj ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OYYNERICONTAACTOR TO MEET YOU:_YES_NO � COMMENTS: a I 1 L o rI'�c.G�'�cdrJ Gv� P�` � D %'6 �N'�, � � J 0 �. ¢ 0 W � Q � 2 � W � J W ❑WORK SATISFACTORY:PROCEED �PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTiON TEMPORARY V BEFORECONERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca�l for the next inspection 2a hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector: �� White Copyllnapector's File Canary CopylSite Notke � � S�— V DATE TIME CITY OF ORONO CALLED IN �7— � INSPECTION N�TICE_�S-� SCHEDULED � — � � PERMIT NO.O�/(O COMPLEfED ADDRESS � �� /�"�� OWNER 3 ELE�NO.-3'��-�53- J �j 9T C�NT�AC'ro � DESCRIPTION � ` ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINO ��❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z �-RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WAILS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S�PTIC INSTALL i�NITRAC'fOR TO MEET YOU:X,YES_NO � COMMENT'� � s�C�w,f — � !, oC�. c �t c.�' ��v �a l�-t t� � � 0 W � Q � � � � � W OC J � �WORKSATISFACTORY:PFiOCEED ❑PROJECT COMPLETE W ❑OORRECT W'ORK a PHOCEED ❑ISSUE CERTIFICATE OF OCCUPNNCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPOFiARY V BEFORE Cd1/ERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p p�{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECiION REWIRED.CALL TO ARRAN(3E ACCESS. CsN for the next inspection 24 hours in advanoe. (952) 249-4600 ite: Inspector. VYhib CapyAnspector's Fih C�n�ry CopylSib NoNa < . • . • . • • � • . emo To: Finance Department From: Nola Dickhausen, Management Assistant � CC: Street File Date: May 10, 2018 G/L: 101-22205 Re: Escrow Refund Building Permit #2016-00950 or pertaining to 30 Orono Orchard Road North is complete. Please refund $1000 to Steve Gerber. A partial refund of$1500 was approved February 26, 2018. HOLD CHECK AND GIVE TO Nola W:�Finance�Escrows�Escrow Refund Form.docx . • , • • � • � • , emo To: Finance Department From: Christine Mattson, Planning Assistant � CC: Street File Date: February 20, 2018 G/L: 101-22205 Re: Escrow Refund Building Permit #2016-00950 pertaining to 30 Orono Orchard Road North is complete. Please refund $1,500 to Steve Gerber. This is a partial refund. The remaining money will be held until a site inspection is completed, after snow melts. Mail to: Steve Gerber 30 Orono Orchard Road N Wayzata, MN 55391 w:�.street files�orono orchard rd n\30�escrow refund(partial)2016-00950.daac BUILDING PERMIT ESCRO AGREEM T �-T • Orono Building Permit#_0��_��.J� AGREEMENT made this IJ1"�` day of /��.,wi r 20 l(,, by and between the CITY OF ORONO, a Minnesota municipal corporation("Cit�')and_ ��k�� C.::k�u hctY'- ("Owners"). Recitals 1. A building permit application ag been filed for ��e ��Qv(azr- located at —_ _3� c�ft.+., O r�� -i,R __the ("Subject Property'), legally described as 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 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. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All 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 escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred(including planning,engineering,in excess of$500,or legal consultant review) or 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 all 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 eliminate 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 review) associated with building permit #��GO�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 Ciry has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. CITY: CITY OF ORONO OWNE * By: \ .I�V 1,�M w I�vrwi�l/�� - - - - �� j�`��-y�- Its: n,-�' - - i �W�� — � II Internal Use Only: OlQrini�na1 to Financk+pepartment OICon,qsn G_ tr�s.e+t Fil� Packef Last Updafed: August 201,5 Page 23 ., � � • CITY OF ORONO * Z 0 1 6 - 0 0 9 5 1 * 2750 KELLEY PARKWAY DATE ISSUED: 08/10/2016 ORONO,MN 55356- 952)249-4600 FAX: (952)249-4616 ADDRESS : 30 ORONO ORCHARD RD N PIN : 35-118-23-33-0037 LEGAL DESC : ORONO OAKS : LOT 10 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT 2016-00950 APPLICANT ESCROW FEE-BUILDING 2,500.00 GERBER,STEVEN&ARLETTE TOTAL 2,500.00 30 ORONO ORCHARD RD N Payment(s) CHECK 2060 2,500.00 WAYZATA,MN 55391- OWNER GERBER,STEVEN&ARLETTE 30 ORONO ORCHARD RD N 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 Building Code. This permit is for only the work described and dces not grant permission for additional or related work which requires separate pertnits. 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 construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 1 SO 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 Issued By Signature Date City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.016161 Aug 10, 2016 Steven Gerber Previous Balance: .00 Permits 2016-00951 30 Orono 2.500.00 Orchard RD N 101-22205 Deferred Rev-Developer Deposit Permits 2016-00949 30 Orono 231.54 � Orchard Rd N 101-34410 Plan Check/Site Exam fees Total: 2,731.54 --------------- --------------- Check Check No: 2060 2,731.54 Payor: Steven Gerber Total Applied: 2,731.54 --------------- Change Tendered: .00 --------------- --------------- 08/10/2016 03:26PM �e ,2-5-�� 2 o s o 9� STEVEN GERBER ARLETTE GERBER � . ((�, f4 30 ORONO ORCHARD RD �ate WAYZATA, MN 55391 � 1t�� m �he � �C.�fl�^�� $ �'1 2 � 5" '� w �r¢�er o�_..�_ J Y J , S w � �� a ��8�8 e 0 0 _ a BMO HARRIS BANK N.A. ^ � �or �:07500005 L�: 00449�� 3589 Li�' 0 2060