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2014-00959 - addn/remodel/repair
r. CITY OF ORONO 11111111111111 11111111111111111111 2750 KELLEY PARKWAY * 2 0 14 - 00959 DATE ISSUED: 10/21/2014 ORONO,MN 55356- 952 249-4600 FAX: 952 2494616 ADDRESS : 2535 OLD BEACH RD PIN : 21-117-23-22-0019 LEGAL DESC : THE MARSH AT LAFAYETTE : LOT 006 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 35,000.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,ELECTRICAL(STATE) NOTE: PRIOR TO RELEASE OF ESCROW MONEY AN AS-BUILT SURVEY SHOWING APPROVED DELINEATED WETLAND EDGE AND HARDCOVER CALCULATIONS MUST BE SUBMITTED AND APPROVED. INITIAL: APPLICANT PERMIT FEE SCHEDULE 520.50 SAWHORSE INC. STATE SURCHARGE(VALUATION) 17.50 4740 42ND AVE N. Payment(s) TOTAL 538.00 ROBBINSDALE,MN 55422 CHECK 110389 538.00 (763)533-0352 Minnesota State License#:BUIL-2382 OWNER CODUTE,TOM&ALICIA 2535 OLD BEACH 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 Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. c I cJ ` 2! 4- 4� Applicant Permit a Signature D to Issucd By Signature Date J City of Orono Building Permit Application for Maintenance / Replacement / Renovation (No structural expansion. Only windows, doors, siding, re-roof, etc.) O Mailing Address: Permit number: �- NO PO Box 66 Crystal Bay, MN 55323- 0664 Date received: eet Address: Received by: p S 2750 Kelley Parkway Plan review fee: Ft'fkrsrioI�1�� � Orono, MN 55356 338.3.3 Main: 952-249-4600 ax: 952-249-4616 www.ci.orono.mn.us Total Fee: This application form must be completed in full and all required information must b submitted. Incomplete applications will be returned. (PI se print) GENERAL INFORMATION: Job Site Address: J J�G 2 5 D i a beo-t* Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: 5aWko1-5C U . State License# rt3f(A Expiration Date: Lead Certification Number: Ntrr_ a4961- I Expiration Date: 15'/3 (for work on homes that were constructed prior to 1978 Phone: (cell) (office) ,3- - 0 Ira Mailing Address: 1f7t4p L4gvOph4tCity: nSAZIP: Contact Person: late- �;�1� ,-Je y Applicant is: ontr ctor / Homeowner (Circle One) Email and/or Fax: r I Zk r-i-1gy @ 5awh;ae, vsDt-colt) us/} PROPERTY OWNER INFORMATION: Name: iC li Cod'J t Phone (day): q 5d - ;-t 71— 75-Fl ll��. Address: a�3� 0)) 5eo,,h rV- City: wox ZO fq ZIP: Email and/or Fax: PROJECT INFORMATION: Overall project description: Type of Project: Any earth movement may also require ❑ Door(s) ❑ Remodel ❑ Fire Damage MCWD review&permits: ❑ 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(specify) ❑ Siding Other: (specify) Phone: 952-471-0590 Fax: 952-471-0682 ❑Window(s) De'N clued !jac P 2 www.minnehahacreek.org Estimated Construction Valuation of Project(excluding land) $ APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is t annually update our records and records of other governmental agencies required by law. If you refuse to supply the inf,6rmatioU,the application may not be issued. Applicant's Signature: Date: WA r/1 Owner's Signature: Date: Last Updated:03/06/2013 i STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= ZD Number of bedrooms= ' 9Wood/Frame b.Width(ft.)= Q_ Number of garage stalls: ❑ Masonry Areas in souare feet Attached= ❑ Metal ` El Pole Bldg. c. Basement= Detached= ❑ ICF d. 16'Story = ❑On-site Prefab e.2"°Story= ❑Off-site Prefab f. 1/2 Story = JO` ' ❑Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to beprocessed: Not Enclosed Applicable ❑ Permit Application ❑ Proposed Building Plans ❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ Surve (meeting all requirements) ❑ 0 Stormwater Pollution Prevention Plan ❑ Hardcover Calculation(s) ❑ 0 Septic System Site Evaluation Report ❑ ❑ Access Permit 0 ❑ Wetland Buffer Improvement Plan 0 ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Minnehaha Creek Watershed District Permit(s) ❑ 0 Plan Review Fee 0 ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANT/OWNER ACKNOWLEDGEMENT: 0 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; U 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; U Acknowledges the Escrow Agreement is completed and signed; ❑ Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. ❑ Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested,a temporary Certificate of Occupancy may be Issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: Date: Owner's Signature: Date: F PLAN REVIEW CHECKLIST FOR NEW STRUCTURES/.l4®®IYI®I- S Address/Permit Number:• Description of work: f , Septic review by: Date Approved: Zoning review by: cev` Date Approved: Building review hy: Date Approved:_.."�" ' / iGrading reviewby: o Date Approved: Zoning District: Zoning file;#: Reso M Reso Date: i Zoning. Lot>Area �•. ` SF AC Widtlft: Lo#Coverage: Sf Survey Submitted " Yes CI No Date of SurveyRevised date(?) iiiiaw Proposed Setbacks: ' Front( Rear{S+tt) { E W ) { N (, E YII ) Otter Buildings {Me#land Side Slcie f � Defined Height: ice.' 4 Peak Helght: FFE: ff E minus; feet (Existing Contour) Perimeter(linear feet), 50°fo'= #of Stories Ok? C1;YES FOR WING WITH A IMEMENT OR CRAWL.SPACE: The dMance betw�ntl�a lowest; FOR A BUILDING ON A SLAiB DATION: START proposed floor Of the basement or crew - space)and the highest point of the Coot. START The dis'tanc:e betNreen the top of slab and the highest point of the roof. u have a.,. ff you have a nd!• LE OR HIPPED ROOF -(no • GABLE ORtiiPPED ROOF(no subrraa heti tie windows); Sut�tract half the distance; distance nth highest poir►t between the highest.point of the roof Of the roof to the int of the to the low point of the corresponding $USTRACTION corresponding gaple or roof SUBTRAOTiON gable cir hipped root; ( DON ROOF r GABLE OR HIPPED ROOF{W 1. a (BASED ON ♦ GABLE OR HIPPED.ROOF(with windows):'SubVeot half ate ROOF TYPE) WPndows);Subtract the distance, distance'between the•tdp of th between the top of the highest % highest Window acid the.hi window and the highest paint ofthe pointbf the rdOf _ toot. • ALL OTHER R TYPES{flat • ALL OTHe ROOF TYPES MK mansard, Asubtraotion 'ma :No.subtracgon ADDITWN a ddla�anog between the top of slab base Drawl space ce Hoot and the EXIS1 iNG. floe founciaflc SUSTRACTtON Subtract fence f tween the {BASED ON and the est exiadng grade adjacent to {BASED ) EXIS?ING hi existingg dwadjaoktothe GRADES GRADES) undadon OR 10 feet(whichever is fess). EQUALS Deflrred building bels �.. EQUALS" DafiMd building height , I ° Shoreland District MCWD_Permit Received, Avera a Lakesriore Se#bac Met? . Bluff D Yes No, N1�1 _ - ' G 'eso Yes M No 1C# Yes , d No NiA Permit Piurnber. . Setback-. 3tormwater Quniity Existing Proposes! yariertt:e Required, CUP Required bverla District Tier Hardcover Hardcover L# Yes• No O Yes No e y_ Type(B) TYPeW* Updated: January 2013 vafonrMplan review checidist 2013.docx yY 1, �i r 'i -rz r y 4 x tig7 z s a i },v il'a,. $n ,40}� _` ESjt y ° `v` n 3' r t4 x ''as .f it �' �xea ¢ - - ,, ads_ yr} tt .{ '� .", I +, i%—,l fj ,f r - w �'f1-1 i e lits 1, R 6+r qk, a ' 11 - h a' 'r' z �' y x r d- � i R 141, r: 19 p '- e 7 A Yf x 1t y fi F :s - � c. d i i � k'T �' ioQ I 11y, a -a. z �_, b ', t r -vr't w v'c r a $ s 9 K .. 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ORONO Copy 10 I~ VILLAUME 2926 Lone Oak Circle Roof Quote tQ Saint Paul,Minnesota 55121 Tel: (651) 454-3610 Fax: (651) 454-4765 Date: 10/17/1400 oe Toll-Free (800)488-3610 Job Nbr: Q261448 www.Villaume.com Sold To: Attention To: Ship To: SAWHORSE DESIGNERS & RICK RILEY V22'� E/GARAGE/20 X 24 4740 42ND AVE NORT ATTENTIO Tel: 763 533-0352 ROBBINSDALE MN 55422 Fax: 763 533-2668 2535 OLD BEACH RD WAYZATA MN 55391 Lot/Block: PO#: Revised 10/17/14 Dev: Model: Req Del: 07/14/2014 Salesman: JH Plan: Lumber file: 081314R Designer: STEVE STREFF Cant L Pitch Heel L OHG L Qty Description Cant R Span T.C. B.C. Heel R OHG R Total 9 A 20-0-0 12.00 2-0-0 1-6-0 12.00 2-0-0 1-6-0 2 Al 20-0-0 12.00 2-0-0 1-6-0 12.00 2-0-0 1-6-0 1 A2 16-6-0 12.00 2-0-0 1-6-0 \ 12.00 5-6-0 Job/Ship Notes Subtotal: Total: Quoted Prices are good for 30 Days. 10/17/14 13:01 Page I of I Job Nbr:Q261448 JOHNH Job Name: 20X24 9/12 Truss iD: A QV: g Drw : ERG x-TAC REACT SIZE REQ'D TC 2x6 SPF C1650F1.5E Designed per ANSI/TPI 1-2002 HORIZONTAL REACTIONS) 1 0- 2-12 1787 5.50^ 2.11^ HC 2x8 SP 1950E-1.7E Hcr (creep factor) = 1.00 support 1 244 1b 2 19- 9- 4 1787 5.50^ 2.11^ WEB 2x3 SPF STUD-CAN Refer to Joint QC Detail Sheet for support 2 -244 ].b BRG Re01riREtntN1's shown are based ONLY 2x6 SPF C165OF1.5E 9-2, 10-6 Ma,.a..,um Rotational Tolerance used This truss is designed using the on the truss material at each bearing TIE BEAM 2x4 SPF STUD-CAN Attic room load= 43 psf, plus any added ASCE7-05 Wind Specification ATTIC WB 2x4 SPF STUD-CAN loads indicated. Room LL Defl. is L/480. Bldg Enclosed = Yes, Importance Factor = 1.00 TO FORCE Ala. BND csi Lumber shear ailowables are per NDS. THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = Not End Zone 1-2 -1616 0.01 0.50 0.51 IRC/IBC truss plate values are based on MULTIPLE LOAD CASES. HurriCatie/Ocean Line = No Exp Category = H 2-3 -1027 0.00 0.61 0.61 tasting and approval as required by IBC 1703 Loaded for 10 PSF nos-concurrent BCLL. Bldg Length - 99.99 ft, Bldg Width = 50.00 ft 3-4 188 0.00 0.61 0.61 and ANSI/TPI and are reported in available One row of cross bridging (X-bracing) may be Mean roof height = 26.00 ft, mph = 90 4-5 188 0.00 0.61 0.61 documents as ER-1607 and SSR-1118. required at centerline of room per NDS. ASCE7 II Standard Occupancy, Dead Load = 10.2 psf 5-6 -1027 0.00 0.61 0.61 End verticals are designed for axial loads Attic collar tie requires lateral restraint Designed as Main Wind Force Resisting System 6-7 -1616 0.01 0.50 0.51 only unless noted otherwise. Showa, or rigid sheathing is required. - Low-rise and Components and Cladding Extensions above or below the truss profile 20 psf bottom chord live load NOT required Tributary Area = 40 BC FORCE Ala. END CSI (if any) have been designed for loads on this truss, per IHC/IRC requirements for -----------LOAD CASE #1$1 DESIGN LOADS --------------- 8-9 -245 0.00 0.35 0.35 indicated only. Horizontal loads applied at attics with limited storage. Dir L.Plf L.Loc R.Plf R.Loc LL/ 9-10 961 0.03 0.41 0.44 the and of the extensions have not been TC Vert 104.00 - 1- 6- 0 104.00 0- 0- 0 0.6 10-11 -245 0.00 0.35 0.35 considered unless shown. A drop-leg to an TC Vert 84.00 0- 0- 0 84.00 4- 9- 4 0.8 otherwise unsupported wall may create a TC Vert 94.00 4- 9- 4 94.00 7- 4-14 0.7 WED FORCE CS1 WEB FORCE Cal hinge effect that requires additional design TC Vert 84.00 7- 4-14 84.00 12- 7- 2 0.8 1-8 -1860 0.58 6-10 667 0.07 consideration (by others). TC Vert 94.00 12- 7- 2 94.00 15- 2-12 0.7 1-9 1031 0.62 7-10 1031 0.62 TC Vert 84.00 15- 2-12 84.00 20- 0- 0 0.8 2-9 667 0.07 7-11 -1860 0.59 TC Vert 104.00 20- 0- 0 104.00 21- 6- 0 0.6 TB BC Vert 20.00 0- 0- 0 20.00 4- 9- 4 0.0 -1145 B00NID C38 BC Vert 106.00 4- 9- 4 106.00 15- 2-12 0.6 3-12 -1145 0.38 0.00 0.38 49 4 �T� I I 1;'6-� BC Vert 20.00 15- 2-12 20.00 20- 0- 0 0.0 12-5 -1145 0.38 0.00 0.38 N,4-9„4 3-5 V 10.00 7- 4-14 10.00 12- 7- 2 0.0 , ...Type... lbs X.Loc LL/TL Fastener AW FORCE c02 AW FORCE CSI 4-9-4 20-0-0 TC Vert 60.0 - 1- 6- 0 1.00 4-12 40 0.02 10-0-0 10-0-0 TC Vert 60.0 21- 6- 0 1.00 1 2 3 t4 $ 6 7 BC Vert 2B.7 4- 9- 4 0.00 BC Vert 28.7 15- 2-12 0.00 F12.00 12.0 MAX DEFLECTION (span) RSX6 L/798 MEM 9-10 (LIVE) LC 1 L= -0.30^ D= -0.14" T= -0.43 4X4 4X4 Joint Locations 1 0- 0- 0 7 20- 0- 0 2 4- 9- 4 8 0- 0- 0 3 7- 6-10 9 4- 9- 4 2X4 2X4 4 10- 0- 0 10 15- 2-12 12-0-0 12-1-12 6 15- 2-12 12 10- 0- 0 8-1-14 SHIP 6X8 6X8 I2-0-0 :Q 12-0-0 7X6 2X4 B2 W:508W:508 R:1787 1787 U: U: 20-0-0 8 9 10 11� 4-9_4 10-54 49_4 � 49-4 15-2-12 20-0-0 10/17/2014 AU connector plates are Truswa120 ga.unless preceded by"W"for Wave 20 ga.,"HS"for HS 20 ga.,"S"for SS 18 ga.from Alpine;or preceded by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:118"=1' WARNING Read all notes on this sheet and give a Copy Of it to the Erecting Contractor. Wght: 203 WORK ORDER:Q261448 V I L LA U M E This design Is for an Individual building component not truss system.It has been based on specifications provided by the component manufacturer Chk' CUST:SAWHORSE and done In accordance with the current versions of TPI and AFPA design standards.No responsibility Is assumed for dimensional accuracy.Dimensions ars to be verified by the component manufacturer and/or building designer prforto fabrication.The building designer must ascertain that the toads Dsgnr.SJS DUE DATE:10117/14 utilized on this design meet or exceed the loading Imposed by the local building code and the particular application.The design assumes that the top chord Is laterally braced by the roof ornoer sheathing and the bottom chord is laterally braced by a rlgtd sheathing material directly attached,unless otherwise TC Live 35.00 psf DurFaCS L=1.15 P=1.15 noted.Bracing shown Is for lateral support of compensate members only to reduce buckling length.Thts componentshall not ba placed In arty TC Dead 7.00 psf Defl.Ratio: 240 environment that will cause the mola4ue content of the wood to exceed 19%and/or cause connector plate corrosion.Fabricate,handle,install BC Live 0.00 psf O.C.Spacing 2-0-0 2926 Lone Oak Circle,St Paul,MN 55121 and bracathis truss In accordance wfth the following standards:'Joint and Cutting Detall Reports'available as output from Truswal software, PH;651-464-3610 FAX;651-454-47r5 'ANSUTP V,WTCA V-Wood Tn=Council o►America Standard Design Responsibilities,VULDINO COMPONENT SAFETY WFORMA110W- BC Dead 10.00 psf Design Spec IRC-2006 (SCSI)and!SCSI SUMMARY SHEETS'by WrCA antl TPI.The Truss Plate Institute(TPI)Is located at 218 N.Lee Streat Suite 312, Alexandria,VA 22314.The American Forest and Paper Association(APPA)Is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. 1 TOTAL 62.00 psf Seqn T6.5.19- 56487 Job Name: 20X24 9/12 Truss ID: Al Qty: 2 Drw : BRG X-IAC REACT SIZE REQ'D TC 2x6 SPF C1650F1.53 Designed per ANSI/TPI 1-2002 End verticals are designed for axial loads 1 0- 2-12 1787 5.50" 2.11" BC 2x8 SP 1950E-1.7E Kar (creep factor) - 1.00 only unless noted otherwise. 2 19- 9- 4 1787 5.50" 2.11" WEB 2x3 SPF STM-CAN Refer to Joint QC Detail Sheet for Extensions above or below the truss profile BRG REQDIREMENTS shown are based ONLY 2x6 SPF C1650F1.5E 9-2, 10-6 traxin tta Rotational Tolerance used (if any) have been designed for loads on the truss material at each bearing TIE BEAM 2x4 SPF STUD-CAN Attic room load= 43 psf, plus any added indicated only. Horizontal loads applied at ATTIC WE 2x4 SPF STUD-CAN loads indicated. Room LL Defl. is L/480. the end of the extensions have not been TO FORCE AXL END CSI GEL ELK 2x3 SPF STUD-CAN THIS DESIGN IS THE COMPOSITE RESULT OF considered unless shown. A drop-leg to an 1-2 -1616 0.01 0.50 0.51 Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. otherwise unsupported wall may Create a 2-3 -1027 0.00 0.61 0.61 Loaded for 10 PSP non-concurrent BCLL. IRC/IBC truss plate values are based on binge affect that requires additional design 3-4 lee 0.00 0.61 0.61 One row of cross bridging (X-bracing) may be testing and approval as required by IBC 1703 consideration (by others). 4-5 188 0.00 0.61 0.61 required at centerline of room per NDS. and ANSI/TPI and are reported in available HORIZONTAL REACTION(S) 5-6 -1027 0.00 0.61 0.61 Attic collar tie requires lateral restraint documents as ER-1607 and ESR-1118. support 1 244 lb 6-7 -1616 0.01 0.50 0.51 shown, or rigid sheathing is required. Gable verticals are 2x 3 web material spaced support 2 -244 lb This truss is designed using the at 16.0 " o.c. unless noted otherwise. 20 psf bottom chord live load NOT required BC FORCE AXL END CSI ASCE7-05 Wind Specification Top chord supports 24.0 " of uniform load on this truss, per IBC/IAC requirements for 8-9 -245 0.00 0.35 0.35 Bldg Enclosed = Yes, Importance Factor = 1.00 at 35 psf live load and 7 psf dead load. attics with limited storage. 9-10 961 0.03 0.41 0.44 Truss Location =Not End Zone Additional design considerations may be ----------LOAD CASE 61 DESIGN LOADS --------------- 10-11 -245 0.00 0.35 0.35 Hurricane/Ocean Line - No Exp Category = B required if sheathing is attached. Dir L.Plf L.Loc R.Plf R.Loc LL/ Bldg Length = 99.99 ft, Bldg Width = 50.00 fdcace gable studs in accordance with TC Vert 104.00 - 1- 6- 0 104.00 0- 0- 0 0.6 WEB FORCE CSI NEB FORCE CSI Mean roof height = 26.00 ft, mph = 90 Truswal Systems standard gable bracing TC vert 84.00 0- 0- 0 84.00 4- 9- 4 0.8 1-8 -1860 0.58 6-10 667 0.07 ASCE7 lI Standard Occupancy, Dead Load - 10.21citafcls and charts. TC Vert 94.00 4- 9- 4 94.00 7- 4-14 0.7 1-9 1031 0.62 7-30 1031 0.62 Designed as Main Wind Force Resisting System This truss requires adequate sheathing, as TC Vert 84.00 7- 4-14 84.00 12- 7- 2 0.8 2-9 667 0.07 7-11 -1860 0.58 - Low-rise and Components and Cladding designed by others, applied to the truss TC Vert 94.00 12- 7- 2 94.00 15- 2-12 0.7 Tributary Area = 40 sgft face providing lateral support for webs in TC Vert 84.00 15- 2-12 64.00 20- 0- 0 0.8 TB FORCE Ala HND CSI a es ane d creating shear wall TC Vert 104.00 20- 0- 0 104.00 21- 6- 0 0.6 3-12 -1145 0.38 0.00 0.38 do to slot a hra loads. BC Vert 20.00 0- 0- 0 20.00 4- 9- 4 0.0 12-5 -1145 0.38 0.00 0.38 ,o � NI�4-9-4 RC Vert 106.00 4- 9- 4 106.00 15- 2-12 0.6 AW FORCE CSI AN FORCE CSI 499-4 '�"'�` _' :i 20-0-0 BC vest 20.00 15- 2-12 20.00 20- 0- 0 0.0 3-5 V 10.00 7- 4-14 10.00 12- 7- 2 0.0 4-12 40 0.02 10-0-0 10-0-0 .Type... lbs X.Loc LL/TL Fastener 1 2 3 4 5 6 7 TC Vert 60.0 - 1- 6- 0 1.00 TC Vert 60.0 21- 6- 0 1.00 BC Vert 28.7 4- 9- 4 0.00 12.00 -1� BC Vert 28.7 15- 2-12 0.00 RSX6 MAX DEFLECTION (span) L/798 MEM 9-10 (LZW) LC 1 4X4 4X4 L= -0.30" D= -0.14" T- -0.43 Joint Locations MIR =0- 0- 0 7 20- 0- 0 ZX4 2X4 2 4- 9- 4 8 0- 0- 0 12-0-0 12-1-12 3 7- 6-SO 9 4- 9- 4 SHIP 4 10- 0- 0 10 15- 2-12 8-1-14 5 12- 5- 6 11 20- 0- 0 6 15- 2-12 12 10- 0- 0 6X8 6X8 I2-0-0 I2-0.0 19 4 5-0-0 7X8 7X6 2X4 B2 W:508 W:508 11:1787 11:1787 ' 29# 1t 2M_0 '8 9 10 11 49=4 105-8 49_4 49-4 15-2-12 20-0-0 TYPICAL PLATE:1.5X3 10/17/2014 All connector plates are Truswal 20 go.unless preceded by"W"for Wave 20 go.,"HS"for HS 20 go.,"S"for SS 18 go.from Alpine;or preceded by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:118"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wght 220 WORK ORDER:Q261448 V I L LA U IVI E This design Is for an Individual building component not truss system.It has been based on epecilicadons provided by the component manufacturer Chk: CUST•SAWHORSE and done in accordance with the current versions of TPI and AFPA design standards.No responsibility Is assumed for dimensional accuracy.Dimensions 9 DS nr.SJS DUE DATE:10/17/14 are to be verliled by the component manufacturer and/or building designer prior to fabricallon.The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application.The design assumes that the top chord TC Live 35.00 psf DurFacs L=1.15 P=1.15 Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached,unless otherwise noted.Bracing shown Is for lateral support of components members only to reduce buckling length.This component shall not be placed In any TC Dead 7.00 psf Defl.Ratio: 240 emdreiamm that wen cause the moisture content of the wood to exceed 19%andlor cause connector plate corrosion.Fabricate,handle,install BC Live 0.00 psf O.C.Spacing 2-0-0 2826 Lone Oak Circle,St.Paul,MN 55121 and brace this trues In accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software, PH;651-454-3610 FAX;661.4544765 'ANSUTPI 1',V TCA V.Wood Truss Council of America Standard Design Responslbilltles,'BUILDING COMPONENT SAFETY INFORMATION- BC Dead 10.00 psf Design Spec IRC-2006 (SCSI)and SCSI SUMMARY SHEETS'by WTCA and TPL The Truss Plate Institute(TPO Is located at 218 N.Lee street Suite 31Z Alexandria,VA 22314.The American Forest and Paper Association(AFPA)Is located at 111119th street,NW,Ste 800•Washington,Dc 20936. TOTAL 52.00 psf Seqn T6.5.19- 56488 Job Name: 20X24 9/12 Truss ID: A2 Qty: 1 Drw : ERG X-LOC REACT SIZE REQ'D TC 2x6 SPF C1650F1.5E Web bracing required at each location shown. End verticals are designed for axial loads 1 0- 2-12 1491 5.50^ 1.76^ BC 2x8 SP 195OF-1.7E ® Refer to SCSI for proper required lateral only unless noted otherwise. 2 16- 3- 4 1502 5.50^ 1.77^ WEB 2x6 SPF C1650F1.5E restraint. For alternative web bracing, Extensions above or below the truss profile BRG REQUIREMENTS shown ace based ONLY 2x3 SPF STUD-CAN 8-1, 1-9 see ITRBCG's standard details. (if any) have been designed for loads on the truss material at each bearing 2x3 SPF #1/#2-CAN 10-7, ll-R*[PM]=PLATE MONITOR USED-See Joint Report** indicated only. Horizontal loads applied at TIE BEAM 2x4 SPF STUD-CAN Plates outside the truss perimeter are the end of the extensions have not been TC FORCE AXI, MM CSI ATTIC WE 2x4 SPF STUD-CAN designed for the location shown only (DO NOT considered unless shown. A drop-leg to an 1-2 -1040 0.00 0.44 0.44 Lumber shear allowables are per NDS. MOVE!) and may be trimmed or folded. otherwise unsupported wall may create a 2-3 -712 0.00 0.43 0.43 Kar (creep factor) = 1.00 Designed per ANSI/TPI 1-2002 hingeeffect that requires additional design 3-4 -149 0.00 0.18 0.19 Attic room load= 43 psf, plus noir added Refer to Joint QC Detail Sheet for consideration (by others). 4-5 -238 0.00 0.44 0.44 loads indicated. Room LL Defl, is L/480. Maximum Rotational Tolerance used HORIZONTAL REACTIONS) 5-6 -801 0.00 0.44 0.44 IRC/IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF support 1 211 lb 6-7 -771 0.00 0.15 0.15 testing and approval as required by ISC 1703 MULTIPLE LOAD CASES. support 2 211 lb and ANSI/TPI and are reported in available Loaded for 10 PSF non-concurrent BCLL. This truss is designed using the SC FORCE AXG B1ID CSI documents as ER-1607 and ESR-1118. + + + + + + + + + + + + + + + + + + + + + + ASCE7-05 Wind Specification 8-9 -211 0.00 0.23 0.23 One row of cross bridging (R-bracing) may be Unrestrained horiz. LL deflection = 0.36 " Bldg Enclosed= Yes, Importance Factor = 1.00 9-10 579 0.03 0.66 0.66 required at centerline of room per NDS. + + t + + + + + + + + + + + + + + + + + + + Truss Location =Not End Zone 10-11 211 0.00 0.66 0.66 20 psf bottom chord live load NOT required Attic collar tie requires lateral restraint Hurricane/Ocean Lin® =No Exp Category = B on this truss, per IBC/IRC requirements for shown, or rigid sheathing is required. Bldg Length = 99.99 ft, Bldg Width = 50.00 ft WEB FORCE CSI WEB FORCE CSI attics with limited storage. - Mean roof height = 26.00 ft, mph = 90 1-8 -1309 0.40 6-10 444 0.04 ASCE7 II Standard Occupancy, Dead Load= 10.2P sf 1-9 613 0.37 7-10 2645 0.91 Designed as ]!?ala Wind Force Resisting System 2-9 478 0.04 7-11 -3103 0.86 - Low-rise and Components and Cladding Tributary Area = 33 sgft TB FORCE AXL HIM CSI ----------LOAD CASE #1 DESIGN LOADS --------------- 3-12 -593 0.19 0.00 0.19 m Dir L.Plf L.Loc R.Plf R.Loo LL/ 12-5 -593 0.19 0.00 0.19 4,9_ -4 TC Vert 104.00 - 1- 6- 0 104.00 0- 0- 0 0.6 TC Vert 84.00 0- 0- 0 84.00 4- 9- 4 0.8 AW FORCE CSI AN FORCE CSI 4-9-4 TC Vert 94.00 4- 9- 4 94.00 7- 4-14 0.7 4-12 37 0.02 10-0-0 i 6-6-0 TC Vert 84.00 7- 4-14 84.00 12- 7- 2 0.8 1 2 3 4 6 67' TC Vert 94.00 12- 7- 2 94.00 15- 2-12 0.7 TC Vert 84.00 15- 2-12 84.00 16- 6- 0 0.8 BC Vert 20.00 0- 0- 0 20.00 4- 9- 4 0.0 12.00 -12.00 BC Vert 106.00 4- 9- 4 106.00 15- 2-12 0.6 Ec Vert 20.00 15- 2-12 20.00 16- 6- 0 0.0 R5X6 3-5 V 10.00 7- 4-14 10.00 12- 7- 2 0.0 ...Type... lbs R.Loc LL/TL Fastener TC Vert 60.0 - 1- 6- 0 1.00 AX3 4X4 BC Vert 26.7 4- 9- 4 0.00 BC Vert 28.7 15- 2-12 0.00 2X3 MAX DEFLECTION (span) 12-0-07X12 L/602 MEM 9-10 (LIVE) LC 3 T 12'1-12 L= -0.32^ D= -0.15" T= -0.47 44 SHIPJoint Locations1 0- 0- 0 7 16- 6- 0 56-6-0 2 4- 9- 4 8 0- 0- 0 - -2-0-04 10- 0- 0 10 15- 2-12 5 12- 5- 6 11 16- 6- 0 25X16 6 15- 2-12 12 10- 0- 0 01 3 3X5 B2 W:508W:508 R:1491 1= R:1502 2901 U: 16-6-0 8 9 10 3-" 4-9-4 16-5-8 15-212 � TSB 10/17/2014 All connector plates are Truswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"for HS 20 ga.,"S"for SS 18 ga.from Alpine;or preceded by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswai,positioned per Joint Detail Reports available from Truswai software,unless noted. Scale:1/8"=V WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Wght 176 WORK ORDER:Q261448 VILLA■ a A/E p■MC This design m for an Individual buBQing component not truss system.It has been based en specifications Provided by the component manufacturer Chk' CUST•SAWHORSE Vand done in accordance with the current versions of TPI and AFPA design standards.No responsibility Is assumed for dhrtenslonal accuracy.Dimensions Dnr.SJS DUE DATE:10/17/14 are to be verified by the component manufacturer and/or building designer priorto fabrication.The building designer must ascermhn that the toads Sg utilized on this design meet or exceed the loading Imposed by the local building code and the particular application.The design assumes that the top chord TC Live 36.00 psf DurFaes L=1.15 P=1.15 Is laterally braced by the roof orfloor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached,untess otherwtse noted.Bracing shown is for lateral support of components members only to reduce budding length.Thts Component shag not be placed In airy TC Dead 7.00 psf Defl.Ratio: 240 environment that will cause the metal=content of the wood to exceed 199 and/or cause connector plate corrosion.Fabricate,handle,Insmg BC Live 0.00 psf O.C.Spacing 2-0-0 2926 Lone Oak Circle,St Paid,MN 55121 and brace this truss in accordance with the following stamlards:'Jolm and Cutting Detail Reporm'available as output from Truswal software, PH;651.464-3610 FAX;661-464.4765 'ANSVTPI V,'WTCAT-wood Truss Council of America Standard Design ResponsWWtles,'BUILDING COMPONENT SAFETY WFORMATIOM- BC Dead 10.00 psf Design Spec IRC-2006 (BCSq and SCSI SUMMARY SHEETS by W TCA and TPI.The Truss Plant Institute M Is located at 218 N.Lee Street Suite 312, Alexandria,VA 22314.The American Forest and Paper Association(AFPA)Is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 52.00 psf Seqn T6.5.19- 554119 Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Thursday, September 25, 2014 2:45 PM To: Christine Mattson Cc: Andrew Mack; Melanie Curtis; David P. Martini; Brian Simmons Subject: 2014-00959 -2535 Old Beach Road Christine, I have completed review of the Building Permit application package for the proposed improvements at 2535 Old Beach Road. Following are my comments for your consideration: 1. The siltfence should be installed by the contractor and inspected by the City prior to any work. The contractor must provide minimum 24 hour notice prior to inspection. 2. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re- establishment if the applicant is unable to follow through with the conditions of approval. 3. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control Rule. A copy of any approved permits or confirmation that no permit is required should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 1 Christine Mattson From: Lora Pohtilla [Ipohtilla@minnehahacreek.org] Sent: Tuesday, July 29, 2014 1:55 PM To: Christine Mattson; Melanie Curtis Subject: No MCWD Permit Needed Hello, After reviewing the plans for a proposed detached garage for 2535 Old Beach Rd, it is determined that they will not be needing a permit from us. If you have any further questions please feel free to contact me. Thanks, Lora Pohtilla District Representative Lpohtilla@minnehahacreek.org Direct:(952)641-4580 15320 Minnetonka Blvd Minnetonka, MN 55345 .d MINNENAHA CREEK WATERSHED DISTRICT 1 CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS OA, Mailing Address: Permit number: 2o14- / •V� Crystal Bay,MN 55323-0066 Date received: It'Ap Received b BG S Street 50 Kelley y' 20t4 �cir �. � � 2750 Kelley Parkway Plan review fee: '•^+�.7 ei / Orono,MN 55356� 3 7 TotaJ,Fee: *a�.7 Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 05317 U�_V'> ►3c Aco 11-orw VWf7/kJAi Mrd 1563C11 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes NNo N yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: '_�:>A 1A",It (N L State License# 6 L tx%6`38 2 Epirabon Date: Phone: cell office "16 3 -3-G"3'D7- Mailing Address: Z W•96. Ci i t4w/ t ZIP: i554-2-Z, Contact Person: 1 Cy- (L; Ley Applicant is: Contractor / Homeowner (circle one) Email and/or Fax: "-11V1 r'ifo.3 Z"o PROPERTY OWNER INFORMATION: Name: -R)M * ALi Ilk 64'0,11e Phone (day): Address: :0537 DlD ('fit/A AO City: YT-A ZIP: eX53 1 Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: 'Phone(day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Descri tion ofproject: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ElNew Construction ❑ Single Family with ElResidence ❑Addition attached garage 19 Garage/Accessory Bldg. ❑ Public Sewer EfAccessory Building-V2t TA-4r-tT GNW+t ❑ Single Family with ❑Deck Relocation detached garage ❑Office/Commercial ❑ Private Sewer ❑Other:(specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑Storage ❑ Public Water **Any earth movement may also require ❑Commercial ❑Other(specify) MCWD review&permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacr ek.or Estimated Construction Valuation (excluding land) $ I$ �-�C J oc �°moo CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 y� G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 �y Orono,MN 55356 Crystal Bay,MN 55323 www.d.orono.mn.us kFsHO� September 5, 2014 Rick Riley Sawhorse, Inc. 474042 nd Avenue N Robbinsdale, MN 55422 Re: Building Permit Application#2014-00959 2535 Old Beach Road On August 26, 2014 the City received a building permit application for a detached accessory structure. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. One copy of a survey was submitted dated October 17, 1992. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed) indicating the location of the proposed detached accessory structure(and any proposed grading). 2. Wetlands. Based on our available information, it appears there are wetlands within the subject property. These wetlands appear to be located within 150 feet of the proposed project. Because Orono City Code requires a 35-foot setback from any wetland for structures or hardcover,the location of the wetland must be indicated on the survey. Setbacks must be verified with wetland delineation information. Level Delineation is required. A Level 2 delineation shall include the exact surveyed boundary of the wetland shown on the certificate of survey. 3. Hardcover Calculations. The property is located in Tier 3 of the Stormwater Quality Overlay District. Please have the surveyor prepare hardcover calculations, showing existing and proposed hardcover. Attached is a copy of our hardcover information packet. 4. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is$2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmottson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF OROkN`O, C istine Mattson Planning Assistant C Rick Riley via email Tom&Alicia Codute;2535 Old Beach Road;Wayzata, MN 55391 Lyle Oman,Building Official enclosures r � City of Orono oNo. Hardcover Calculation Worksheet Property Address: 257-5* OZO 8 EAIRN 00449 C rC@0r f gl'ESH ��y/ Prepared by: GR��✓<4'6�G ai I.t7'F!� — Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key a Hardcover Item(Describe) Length x Width Total Survey S uare Feet (Example) Gara e. 24.'x (�',;.. ..- �Q S;F: AEXoprjvc, 2756' S.F. B ZVg S.F. C ,. S.F. D A A 11 R 44444k ,S S.F. E X/c A.4.0 2 S.F. F Al 7R S.F. G T S.F. H nopRr c r ZZe3 S.F. /s GR.t v -Y C e.A 5,Mow /.R S.F. J a - CA 6Tf $,4jj/f o6e14 S.F. K S.F. L S.F. M o eCAPPAZU F rr IZAA Ike ot 04 14/$* S.F. N tr ,r&FR X S.F. O .R aRa1 E' S.F. P Ax agoefeg Aa S.F. Q COAIC. 41fac%l S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F.. X S.F. Y S.F. Z S.F. 1 Total Proposed Hardcover � :., . S.F. . Excludable Hardcover See City Code S.ec<78-16$4 T-:_ S.F. e S. 2 Total Excludable Hardcover 0 S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1 /w ;7J S.F. 4 Total Lot Area S.F. Proposed Hardcover Percentage [(3)+(4)] 9,3„ % January 8,2013 I T 1s City of Orono Ivo,. Hardcover Calculation Worksheet L Property Address: Prepared by: �lro�sG F t � Date: o0-27-1y Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 er Tier 4 Tier 5 Step 1 EXISTIgaieidentify RDCOVER In the following all items of existing hardcover on the property,keyed by letter to Certificate of Survey(survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties,identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Survey Hardcover Item (Describe) Length x Width Total y (Square Feet) Exam Le Gaga a 24'x 30' 720:SF. A Moze r r I S.F. B ®z ry 9va S.F. C d� i7s,91 / d"o S.F. D sa < s S.F. E c Ad.0 S.F. F O6, 76 S.F. G ® .WL&-, T.MAX i9a3 S.F. H ,& O I S.F. 7// S.F. J #V r v !®s S.F. K c r,# 0 R S.F. L �' noa 3S S.F. CO-41CA FIC 4 #A 2 Y S.F. N 1641wrie ^10,674fCAT 29 S.F. d 7t .S.F. P S.F. Q S.F. R S S.F. S.F. T T S.F. V W 3 S.F. X S.F. Y S.F. Z S.F. S.F. 1 Total Existing Hardcover 10 .YS.F. Excludable_Har- dcover See City Coale Sec!$ °G8 S.F. S.F. S.F. -- S.F. , S.F. 2) Total Excludable Hardcover C? S.F. (3) Net Exisfl Hardcover Subtract Gne(2)from line 1 ,/� yp S.F. Total Lot Area ` S.F. Existing Hardcover Percentage 1(3)+-(4-")] �. o (Proposed Hardcover next page) RECEIVED SEP 0,9 2014 - - -- -— CITY OF ORONO AT a I 2505 y � G• oo `gkts"o Legend r *= Railroad EA City Limits m ❑ Parcels(7-1-2014) Q Wetlands Preserve-50' Manage 1-35' � 1_ ❑ Manage 2-25' Manage 3-16.5' rft Unclassified O� e -bO u,4 , 2535 Old Beach Road 2585 Disclaimer: This drawing is neither a legally recorded map nor a rvey and is not intended to be used as one.This 0 101 Feet e drawing is a compilation of records,information,and data located in various city,county,and state offices,and other sources affecting the area shown,and is to be used for reference purposes only.The City of Orono is not ©Bolton&Menk,Inc-Web GIS 9/4/2014 10:22 AM —nnndhle fnr an„ herein r.nt,,n,d WELLS&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 placed 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 regardless 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 accessory building of less than 750 square feet Zoning District Interior Side Street Side* Garage• Other-Rear Rear R-1 A 10' 35' 10' 5' R-1 B 10' 15'** 10, 5' LR-1A 10' 50' 10' 5' 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 B1 10' 50' 10' 5' Setbacks for an accessory building of 750 to 1,000 square feet Zoning District Interior Side Street Side* Rear R-1 A 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-1A 15' 100' 15' RR-1 B 15' 50' 15' Setbacks for an accessory buildin of more than 1,000 square feet Zoning District Interior Side Street Side* Rear R-1 A 30' 35' 15' R-1 B 30' 30' 15' LR-1A 30' 50' 50' LR-1 B 30' 35' 30 LR-1 C or LR-1 C-1 30' 30' 30' RR-1A 50' 100' 100' --7771 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. Page 2 of 4 ` I DATE TIME CITY OF ORONO CALLED IN -� INSPECTION N T C REDUCED 4127 PERMIT NO. P ED //- V. ADDRESS OWNER T HONE NO CONTRACTOR IAHV— 4� DESCRIPTION 1 FOOTING `hC� ❑ PLUM IMNIG FI EXCAV/GRADING/FIWNG NC SHORE❑ POURED WALL ❑ RI /WETLANDS H❑❑ FRAMING MECCTREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION 'Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNEWCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS- 424 ac 0 - Q {es" asp /h. Cr w5lc p� c l�� '-5 des� �a•-•ti ��,�g— W mktK -aac�s C°�-�c`a.t�or sr'av rc v -A S6sG W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W §ECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY CJ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cap 24 hours In advance. (952) 249-4600 Owns ctor on site: Inspector: 'r ite Copynnspectoes File Canary CopyfSite Notice C—`0 I ."1 DATE TIME CITY OF ORONO CALLED IN ��— INSPECTION NOT IC ' SCHEDULED A L U PERMIT NO.=2!5:) d1 �/fOMP ETED �a-4Al ADDRESS c K67 � CJ // E OWNER TELEPHONE N04 �' � CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ PLUMBING FI AL ❑ EX AV/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKE SH ORE/WETLANDS Q `FRAMING Ll MECHANICAL FINAL ❑ TREE REMOVAL Z�❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNEWCONTRACTOR TO MEET YOU:_YES_NO Cr COMMENTS: W 0 cc FrIf1Vl 1,-f 06 K Cr LL rp W n- / Q 2 W d W ❑WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE CC CT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. t inspection 24 hours in advance. (952) 249-4600 Ow er/Contractor on site: ,�T�f P ov'L` Inspector. r`^ White CopylInspector's File Canary CopylSite Notice 'r I (� v DATET`� IME CITY OF ORONO b!oZ7 LLEDIN INSPECTION NO IC_ ESCHEDULED PERMIT NO. U OMPLETED ADDRESS b45 23 71 OWNER TELEPHONE NO. CONTRACTOR , fir,r , '17 DESCRIPTION ` �y ` Uj ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAWGRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q ❑ FR ❑ MECHANICAL FINAL Ll TREE REMOVAL �Q INSULATION_ ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ElCOMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP T ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: W CL J O cc O W cc Q 12 2 W W J W ❑WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE Qc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho in advan 2) 249-4600 Owner/Contractor on site: Inspector_ White CopylInspector's File Canary Copy/Site Notice DATE TIME /1� CITY OF ORONO CALLED IN �� 3Q- v INSPECTIO NOTICE SCHEDULED PERMIT N - O� COMPLETED ADDRESS ��� Q(d ]�eDIGa. FCL ' OWNER TELEPHONE NO. LMA'22A 4`51 CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FIN Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING QElFOUNDATION WATERPROOF ❑ PLU NG FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ CHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ D BURNER/FIREPLACE ❑ COMPLAINT v FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL vr_1 DEMO-SITE ❑ SEPTIC INSTALL El NDATION/REMOVAL Q OWNEWCONTRACTOR TO ET,YOU:_YES_ COMMENTS: CC W Q. Af cc XzzlolrJ O �. O W cc Q W W d W 11 WORK SATISFACTORY.PROCEED (SUJE CT COMPLETE CrW ElCORRECT WORK&PROCEED CERTIFICATE OF OCCUPANCY OO 11CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS- 11 PHOTO TAKEN INSPECTOR WILL RETURN iJ CITATION ISSUED •STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. - Call for the next inspection 24 ho an 52) 249-4600 Owner/Contractor on site: / � z Inspector. White Copy/Inspector's File Canary Copy/Site Notice Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant C#\CC: Street File Date: July 8, 2015 G/L: 101-22205 Re: Escrow Refund Building permit#201400959 pertaining to 2535 Old Beach Road is complete. Please refund $2,500 to the property owner,Tom&Alicia Codute. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing amount received Mail to: Tom &Alicia Codute 2535 Old Beach Road Wayzata, MN 55391 w:\street files\old beach road\2535\escrow refund 2014-00959.docx t BUILDING PERMIT ESCROW AGREEMENT O`rroono Building Permit#2014-00959 AGREEMENT made this day of , 20 , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")Tom &Ali is Codute("Owners"). Recitals 1. A building permit application has been filed a detached accessory structure located at 2535 Old Beach Road the ("Subject Property"), legally described as Lot 6, Block 1, the Marsh at Lafayette. 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. 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 #2014-00959 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING 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: C OF ORONO OWNER: By. =W Its: Jam terttal Onl tca. o6y to rooettYr: #7 F SF,1101 CITY OF ORONO * 2014 - 01027 * 2750 KELLEY PARKWAY DATE ISSUED: 09/11/2014 ORONO,MN 55356- 952 2494600 FAX: 952 2494616 ADDRESS 2535 OLD BEACH RD PIN ; 21-117-23-22-0019 LEGAL DESC THE MARSH AT LAFAYETTE LOT 006 BLOCK 001 PERMIT TYPE ESCROW FEE-TIED T( BUILDING PERMIT PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE ESCROW FEE-TIED TO BUILDING JVERMIT NOTE: THIS$2500 ESCROW IS TIED TO BUILDING PERMIT 201400959 APPLICANT ESCROW FEE-BUILDING 2,500.00 CODUTE,TOM&ALICIA ESCROW FEE-EROSION CONTROL 0.00 2535 OLD BEACH RD ESCROW FEE-GRADING 0.00 WAYZATA,MN 55391- TOTAL 2,500.00 Payment(s) CHECK 9833 2,500.00 City of Orono I OWNER 2750 Kelley Parkway CODUTE,TOM&ALICIA Orono MN 55356 952-249-4600 2535 OLD BEACH RD Receipt No: 3.011758 Sep 11, 2014 WAYZATA,MN 55391- Thomas Codute AGREEMENT AND SWORN STATEMENT Previous Balance: .00 The work for which this permit is issued shall be performed according to Permits the approved plans and specifications,applicable City approvals,and the 2014-00959 2535 Old 2,500.00 j State Building Code. This permit is for only the work described and does Beach Road Escrow not grant permission for additional or related work which requires separate 101-22205 permits. All provisions of laws and ordinances governing this type of work Deferred Rev-Developer Deposit 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 Total: 2,500.00 suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are Check requested in conformance with the State Building Code.This permit may beI revoked at any time for due cause. Check No: 9833 2,500.00 Payor: t , Thomas Codute Total Applied: 2,500.00 Applicant Permitee Signature Date Issued B --------------- Change Tendered: .00 09/11/2014 09:45AM May 12, 2015 cIry Chris 01` Cel'®�� Orono Planning&Zoning Committee Please note that we escrowed $2500 .00 this last winter for our garage project at 2535 Old Beach Road, Orono,MN The final inspection is done and we would like to get back our escrowed $2500.00. Thank you, 7 7 Alicia&Tom Codute - - � o � \ Pie�.�� C�