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2017-01498 - new structure
CITY OF ORONO I I I I I I II1111111h I I I� 2750 KELLEY PARKWAY DATE ISSUED: 01/11/2018 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 2665 CASCO POINT RD PIN : 20-117-23-23-0021 LEGAL DESC : SPRING PARK : LOT 136 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 700,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,679.92 GORDON JAMES CONSTRUCTION STATE SURCHARGE(VALUATION) 350.00 5159 MAIN STREET E TOTAL 5,029.92 P.O.BOX 306 Payment(s) MAPLE PLAIN,MN 55359- CHECK 14162 5,029.92 (763)479-3117 Minnesota State License#:BUIL-20531961 OWNER GUTERMUTH,DAVID&LYNN 2665 CASCO POINT 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. i ' i ' u / / / / 1 Applicant Pe to ignature Date Issue•it Signature Date CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS Mailing Address: ��_Q47 • 0W Permit number �/ PO Box 66 Crystal Bay, MN 55323-0066 r� Date received: //-1 —17 Street Address:' ((��,, d' Received by: /97 ' 2750 Kelley Parkway5 0� Plan review fee: '' 3 ._ 95 Orono,MN 55356 ) e� f Main: 952-249-4600 Total Fee: Fax 952-249-4616 www.ci.orono.mn.us ilify 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: 2-665 l�6s Sca � �.r...1-. Q.1 Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes &I 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 IfORMATION Name: (_o,-c5')-n S Co State License# BC.S3 1 ci 6 I Expiration Date: I Phone: cell - _ 7 I - IR , office .- 4) _ 3111 Mailing Address: -I C 9 Mr.,;. S _ City: e,,,,,ZIP: <,-c3 S'_ Contact Person: . ,. w Applicant is: ontrac / Homeowner (Circle One) Email and/or Fax: \'6�,•J la rL-� `c e S , C,,�� PROPERTY OWNER INFORM ION: nn J /-� Name: c..0 s cX , Lvl,\ l ; / AN Phone(day): °ICI, - ccI - i`1 I y l Address: 2C6 S s c4.) e � - q- - City: O re)A o ZIP: 55391 Email and/or Fax Q_ol 1),..-It( M u.' L. m Svc . C-(sm ARCHITECT/ENGINEER INFORM TION: Name: Phone(day): •-}-b 3.- ' go - g UO Lj Address: alk Do ,,.,re S-1 . kik; Ske l0( City: ?`A,rJ ZIP: S5‘-k`1/4 9 Email and/or Fax: O c..d @_ d,, p c-k...ect1.A „ PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply tigiilew Construction tihingle Family with 0 Accessory Bldg./Garage ❑Addition attached garage ❑Deckublic Sewer 0 Accessory Building 0 Single Family with 0 Office/Commercial ❑Relocation detached garageesidence ❑Other:(specify) 0 Multiple Family/Condo ]Retaining Wall(s) ❑Private Sewer 0 Public 4-feet or greater ,ublic Water **Any earth movement may also require 0 Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Private Well Minnehaha Creek Watershed District(MCWD) 0 Other:(specify) 0 Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org Estimated Construction Valuation(excluding land) $ 06 ( 0 0 0 RECEIVED Lest Updated: January 2016 NOV Lull tj CITY OF ORONO STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) r �r a.Length(ft.)= S G O Number of bedrooms= 4 2. Occupancy: r b.Width(ft.)= �"1 10 Number of garage stalls: 3. Occupant Load: ------- Areas in square feet Attached= 3 c.Basement= 3 Oc Detached= 4. Type of Construction: {g d. 1st Story = o--43 e.2nd Story= ' O S 5. Code Edition: _zal4 ,fg c... f. %:Story = g.Total Area= '-k? S-5 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Building Permit Escrow Agreement and Fees ❑ 0 Plan Review Fee ❑ 0 Completed Application Form ❑ 0 Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 81/2 x 11 set ❑ ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ 0 Survey—2 full size,to scale(meeting ALL survey requirements) ❑ 0 Hardcover Calculations ❑ 0 Septic System Certification ❑ 0 Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ ❑ Landscape Walls and/or Retaining Wall Plans ❑ 0 Stormwater Pollution Prevention Plan(SWPPP) ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory 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 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: t i b ' 1-3- Owner's Signature: ,_� Date: Last Updated: January 2016 Builder Acknowledgement Form Permit #2017-01498 / 2665 Casc•:.-Point Road Builder Representative Name: � i Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. %G-✓ A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning -, and repair of roadways for any adverse impacts. Special care will need to be exercised in creating the drainage pattern on the sides of the �L property to ensure that run-off is not directed onto the neighboring properties. The driveway requires paving from the roadway for the first 30 feet(towards house) in order to reduce driveway run-off from depositing soil and debris upon the roadway. City Code Section �V 18-136(f). Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work 2-/ commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\casco pt rd\2665\builder acknowledgement form 2017-01498.docx *n Jat1 Vc'i4 Le oft-if rut/lice vekt ,cacs .ene.-.9)( c•ali cole /21/1//7 2_ 4(95 Cly ` Subnni Ned r Oki 11 lq � —N� WIC cia\riy-, • • fat see- c hogigoliq kinds t, ,• lire � 'iv' we,v0 ` v 4- 9-0 . s wii' 014_ otsa eAtvai oW1, • NtC, j ? PLAN REVIEW .,CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 2-(2(P5 CaSC0 Mint. ea Permit No.: 2-11 -014 ' Description of work: N C/YV H 1t 2— Date Rec'd: I l' i T•17 Septic review by: 5 y * W a Itir P-daliaateW0;2r/1 1s6 Zoning review by: All 00 ' Date Approved: l ' q 't 0 Building review by: Adat.,.J ff Date Approved: Z If Grading review by: �J J W G` : 14 AAA Date Approved: 'a '1,4 Zoning District: -ICS Zoning File#: 11 -31(a5 Resolution? Yes Reso#: 1011 b Reso Date: I ' t•11 Signed: Yes No Resolution/ NA Zoning: Lot Area: , 2--IgSF 0 Width: Structural Coverage: SF % Survey Submitted: Yes'"r CI No Date of Survey: n'1.g .0 Revised date(?): Landscape plan submitted? El Yes Landscaper: lik5 *Nil El No/ None proposed Proposed Setbacks: F4)1(Lake) 71(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland / Side Side Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See"building height" (a) definition): First Floor Elevation (from building plans): (b) q\p\ Highest Existing ground level (per survey) or 10' above lowest ground level, (c) 1 whichever is lower: Difference between (b) and (c)*: (d) 3 DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a) -(d): (e) 29 *If highest existing adjacent grade is below FFE-Height is(a) +(d) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes No Permit Number: ii - BRo es LI No CI N/A El Yes o CI N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) 40 ktr b zi •33°70 Yes El No 13 Yes poo 01 2 3 4 5 Type(s). Type(s): / 5u�3�f 33a o s f rr( Lek WlON4/ Updated: June 2017 (' Com--, z:\forms\plan review checklist 06-2017.docx Fees to be Char.ed YES 1111.111021111. Plan Review Investigation Fee - M { 4i me; ' fireF4. , ��. Other(specify) Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Bb Estimated Construction Value: $ 700 /coop Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace >zi.,Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection .,Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation O Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation O As-Built Survey Final "( Lathe Required State Permits 0 Other(specify) �^ lam' I�h�,,,,� 0 Well Electrical REMARKS (in-house): 2Q S} 16 t1WWV/` ply 11' - Igo5(.a ) (3) OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: O See Builder Acknowledgement Form O Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. • Updated: June 2017 z:\forms\plan review checklist 06-2017.docx 1 MINNEHAHA CREEK r WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. Issued to: David & Lynn Gutermuth Permit No: 17-590 Location: 2665 Casco Pt Rd, Orono Purpose: Erosion Control —Single Family Home Date of Issuance: 11/28/2017 Date of Expiration: 11/28/2018 ( By Order of the Board of Managers El •eth Showalter Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. if the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on November 14th, 2017 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least$35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org CERTIFICATE OF SURVEY FOR zB GORDON JAMES CONSTRUCTION, INC. Tris^ OF LOT 136,SPRING PARK FW.,F 3 HENNEPIN COUNTY,MINNESOTA 1,p / i °m %A / / (. / EIOSTNG d M1 IgUSE :3€ u' L 0 T 1 3 7 / it xk y �' ,... .„ Bayo / w a 4 LAKE (� //lin/ / � 'y / _ / eco, MINNETONKA204 96 .�"� :� 6 q. :•....7�) ."'./ • Nom) ... +. -i.�s�w;. �! //w War c1/'�! o/ `�i, .1"°`• may: d PROPOSED 9 : ,. w ui :it : �.�_!. y .NG PPK HOUSE R isaee, ,..., , ,..,..„,.. .. .,,,,„_„.„.,,, m a . w . ,,„.,I 3,c3( a, p I • L 01 T '\ 3/,5a.. - , 1810• ';w:•• ._:a`;• U Ii EXISTING IZ I1 !fig i . /MT _w Mat.olwvna•P veo•m Lot 130.SPROSO PAPP U1111,1, Awl: a..•.s m.M w men.a O.Pap ®: aeons,P......post*UP,noon a 1...P.. Y --. Na.a.xE Saw w..:ao,a.•w Soon MOOSE°ELEVATIONS.P.P..0114in, tt OP. rE".show...U.ep.m.:....,.ea... ,)Upa•® i ; www a•r aa.=°,1!, xl+.s N..aww„-�A 'f Vis«7ert aai m:.«�..,...N....�«,,a r.,.... C:'.n:'.:a... »Mc m... 'i Christine Mattson From: Christine Mattson Sent: Tuesday, December 26, 2017 4:04 PM To: 'John van Dyck' Subject: RE: 2665 Casco Point Attachments: SKM_C654e17122516050.pdf John, See my reply below in red. From:John van Dyck [mailto:johnv@gordon-james.com] Sent:Tuesday, December 26, 2017 3:52 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: 2665 Casco Point Christine, In follow-up to our conversation can you clarify to specific items that need to be changed. My understanding is the following— • The tallest retaining wall within average lake set-back has to be 42" or less Yes,you are correct. See attached partial copy of the survey. The portions highlighted in orange cannot exceed 42" above existing grade. • The retaining wall underneath deck that is taller than 48" needs to be engineered. Yes,you are correct. See attached partial copy of the survey. The portion highlighted in green needs engineered plans. • Please clarify,thanks ( i 5 John van Dyck/Project Manager Q>rdn Office: 763.479.3117 Mobile: 952.261.8963 PO Box 306/5159 Main Street E #200/Maple Plain,MN/55359/MN Lic: BC531961 a 0 0 iffi a"i�S uwr.wr��wch€.»:...,„, �r'ra The information contained in this electronic mail message is confidential information intended only for the use of the individual or entity nan intended recipient or the employee or agent responsible to deliver it to the intended recipient,you are hereby notified that any dissemination, 1 Christine Mattson From: Adam Edwards Sent: Monday, December 04, 2017 4:19 PM To: Christine Mattson Subject: RE: 2665 Casco Point Road/#2017-01498 Chris, I've reviewed the subject grading plan and stamped it approved. Comments: 1. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. 2. Special care will need to be exercised in creating the drainage pattern on the sides of the property to ensure that run off is not directed onto the neighboring properties. 3. Separate utility permits will be required for the sewer and water disconnections and connections. 4. Driveway requires paving from roadway for 30 ft. in order to reduce driveway drive way runoff depositing soil and debris upon the roadway. Orono municipal code Sec 18-136 (f). Adam From:Christine Mattson Sent:Thursday, November 30, 2017 2:51 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2665 Casco Point Road/#2017-01498 Adam, We received a building permit application for a new house at 2665 Casco Point Road. This project went through the variance process and received the following variances: lake yard setback, hardcover, lot width and lot area. I sent an incomplete letter prior to your review and I see that the only item they didn't address was adding the top and bottom elevations of the proposed retaining wall and stairs forward of the average lakeshore setback. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway 1 Orono I MN ; 55356 (physical address) PO Box 66 Crystal Bay 1 MN 155323-0066 (mailing address) it 952.249.4620 8 952.249.4616 21cmattson@ci.orono.mn.us 1 ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 OUR OFFICE WILL BE CLOSED: Friday, December 22,2017 Monday, December 25,2017 Monday,January 1,2018 Monday,January, 15, 2018 2 Christine Mattson From: Adam Edwards Sent: Monday, December 04, 2017 4:19 PM To: Christine Mattson Subject: RE: 2665 Casco Point Road/#2017-01498 Chris, I've reviewed the subject grading plan and stamped it approved. Comments: 1. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. 2. Special care will need to be exercised in creating the drainage pattern on the sides of the property to ensure that run off is not directed onto the neighboring properties. 3. Separate utility permits will be required for the sewer and water disconnections and connections. 4. Driveway requires paving from roadway for 30 ft. in order to reduce driveway drive way runoff depositing soil and debris upon the roadway. Orono municipal code Sec 18-136(f). Adam From:Christine Mattson Sent:Thursday, November 30, 2017 2:51 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: 2665 Casco Point Road/#2017-01498 Adam, We received a building permit application for a new house at 2665 Casco Point Road. This project went through the variance process and received the following variances: lake yard setback, hardcover, lot width and lot area. I sent an incomplete letter prior to your review and I see that the only item they didn't address was adding the top and bottom elevations of the proposed retaining wall and stairs forward of the average lakeshore setback. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway i Orono ''s MN i 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) 'it 952.249.4620 18 952.249.4616 Elcmattson@ci.orono.mn.us ; www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 Christine Mattson From: Christine Mattson Sent: Tuesday, November 28, 2017 3:24 PM To: johnv@gordon james.com' Cc: 'Igutermuth@msn.com'; 'Mark Gronberg'; Roger Peitso; Laura Oakden Subject: 2665 Casco Point Road/#2017-01498 Attachments: letter.pdf; Escrow Agreement 2017-01498.pdf John, Attached is a copy of the letter and enclosure being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ! Orono I MN I 55356 (physical address) PO Box 66 Crystal Bay ! MN 155323-0066 (mailing address) ' 952.249.4620 8 952.249.4616 cmattson@ci.orono.mn.us [ www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, December 22,2017 Monday, December 25,2017 Monday,January 1,2018 Monday,January, 15, 2018 1 -WA/ )1 CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 1,. i`'L1 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 I�kESHO��111L. Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us November 28, 2017 John van Dyck Gordon James Construction 5159 Main Street Maple Plain, MN 55359 Re: Building Permit Application#2017-01498 2665 Casco Point Road On November 14, 2017 the City received a building permit application for a new single family house. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. An 11 x 17 copy of the survey dated 10-13-2017 was submitted. The survey is not to scale. Please provide two full-size copies of the survey addressing the following comments: rd-- o____________---a. Show the elevations for the proposed retaining wall and stairs forward of the average lakeshore setback. SiV14 Vb. Show the elevations of the stairs leading off the deck on the south side of the house. c." Will there be a landing outside the French doors/walkout? If so,the survey,hardscape plan and hardcover ro ., O 0�2' -eY calculations should be updated. P ease note,our engineer has not reviewed the survey,so additional comments may be forthcoming. 2. Hardscape Plan. Please provide us with two full-size copies of the hardscape plan showing all the proposed ' exterior/hardscaping improvements,i.e. patios,grading,sidewalks,retaining walls,etc. The plan should include the GOname of the individual performing the work. Any proposed patios,grading,sidewalks, retaining walls shown on the i,• hardscape plan should also be reflected on the survey. 3. 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 ___6,.._ $1,000. The escrow agreement is enclosed. The property owner must sign the enclosed agreement and submit a check for$1,000. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO 11 Wfr ` istine Mattson Planning Assistant c via email John van Dyck David&Lynn Gutermuth Mark Gronberg Roger Peitso, Building Official enclosure City of Orono ,..onvo Hardcover Calculation Worksheet 1-, ,T Property Address: Z tC 6-$ CA3'c o A r, ,?D. ( c ag A e",‘" r,1 mci C"Otb'r, ) `44.,SH.p, Prepared by: ,, Date: /0-2 2-/7 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2:'ROPOSED HARDCOVER In the following table, identify a 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 to Hardcover Item(Describe) Length x Width S Total Feet) ( � (Example) (Garage) (24'x 30') (720 S.F.) A J/.0e../J' /6)66" S.F. B Fit 0007 Eivr4 9' .I'ToaP 75 S.F. C SCR E.c,t.., PDA e^/./ /9/ S.F. D PER t//,fiu5 Ai v rR 14/AL K 6 9 S.F. E P�tri.�ru' Y .... 707 S.F. F n0AT JV'ti f f (CA/Pr/rt/C) 28 f S.F. G N (re, 8( fit;f 4tity rO) _ rt S.F. H , yrovc REr.Gtrttc /d _ 2'{ S.F. I T,'? ' 'cr. t.crxu.. /r 97 S.F. J rrE"r►/a,/ rTrr T 740 S.F. K T t'irPSf 91 S.F. L RFT.I,.v/,t.,C t t/d Lt-r /9 9 S.F. M iffi..t► 4.0- arr 1,? S.F. N S.F. O — S.F. P S.F. 1 n S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z _ S.F. (1) Total Proposed Hardcover '792. S.F. Excludable Hardcover(See City Code Sec 78-1684): .0 RFa v/ou.r R•t vt-.t 140 (41/'ro ♦c.+ca r.c) 6-9 S.F. /`/ A9F"1"410.a,,j--6' u,.ttt t 2 Y S.F. ,Z" I/ .., 2 7 S.F. 4 ri .e, /99 S.F. /k it r/ /3 S.F. (2) Total Excludable Hardcover yt,2 S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 33 9 0 S.F. (4) Total Lot Area (2.87y S.F. Proposed Hardcover Percentage [(3)+(4)J 26. 33 % Subdivision Application-January 2016 This is an information packet regarding Hardcover. Every effort has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. • Page 19 1 City of Orono ,-\\.04i* Hardcover Calculation Worksheet i4i1;\ . . Property Address: z cc c a rco fi r_ „z4.. c' ogo,m.r J".4M \J FS,.),,,t,c. ' Prepared by: Gd0,449FA- te-effr:C it'rcr,. //fiC. Date: _9,76_40.s. Stornwater Quality Overlay District Tier: (Circle one) CelP 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. 3urv�y Hardcover Item (Describe) Length x Width l Total uare Feet) Example) tGEYA 4 .. ,. .. ... . . . g.. . . ). ,..':<{2..)0:6•:} .MTh sF,) • _ A ./Ydeife: ,1 C'y,r,k /4/6-5/ S.F. B I GAA.s GC Cy S.F. - C goz7/r'oA ZR` C S.F. D ,8e/t.ckTia' iAA1.1/E-.,,f Y 8 y S.F. E le cl< ,L rre/a.- .3 9 S.F. F ,0)c•C6C x T t A C" 2`/? S.F. G ff.0e-cc,./.rtk 1 ire4 ,r•r //es4,16' EGARAGT. I/FT e S.F. H ›"'IQGGvizk cAirs1 T ex-,eyoti_ - .'2 o.B S.f •_ I ,4PRoyv Ar GA•trt Gam' t'8 S.F. J Al ri 0 • — 3 7 0 S.F. K /cc Y.J7•o.iE 14,4 LL ,,,23�--�7 S.F. I- J'f'd rece9 J-7-,Air A.IA/t 7 z— S.F.j NI Ge/A LL • __ // S. N et _ /1 S.F. 1.0 O � ,/G •S.F. F I/ V5 . S.F. U ii 2 S.F. . R h�eve- Fri r '4/A/c /7 S.F. S G eyeya /fiA e1 r /5 S.F. T _r_ /I 0>rr e Ai,r Er r•s C 2 0 y S.F. r r re ar _ /t?' 0 S.F. _ V i— S.F. x _ S.F. _ S.F. Y _ _ S.F. 2-1 S.F. lLTotal Existing Hardcover S'/9'y S.F. 'EX dlutlable`:HarIco:Ver(See, rty,Code,S:ee,7840.84 ,, _ Ky-Lf-'ii- r-�--4e• .t ezt _ 27 t'�?+/I-ger 4.tai A''ris,E-2t .. L. S•IT_ .._..__ I V_+._S.F. _La Tota'Excludable Hardcover ~� " "" S.F, (3)j et Existing Hardcover [Subtract line(2)from line(1)1 S? . g•i,. _.(4) Total Lot reea /1 87'3 Ti: Existing Hardcover Percentage [(3)+(4)] • .68 % (Proposed Hardcover next page) . January 8,2013 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. t---1 n.n --3 C--‘,-‘-le-r An-LA....C . First Middle Last V6.6‹ Ca-S�0 ?Cr-;i . Address City I State Zip Phone I understand rights as - _ e. Signatur e ii1317 Packet Last Updated: August 2015 Page 7 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local,state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. Chh4 C First Middle Last 6 ca-SCLU Address 2Arc MPJ 55-31 City I State Zip Phone I understand my rights as stated above. Sig e Packet Last Updated: August 2015 Page 7 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. 011 Completed Application il Plan Review Fee Paid 14.e (A) ‘F131/(1 I\ESigned Escrow Agreeme t crow Paymen as Building Plans (to scale) x2 ElCertificate of Survey (to scale) showing the proposed project & meeting all requirements x2 111 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 eg I requirements). I will contact the MC y at 952-471-0590 regarding this project. if Signed by: /r_ Address: 02 k,e.J , / j40//2-7z- -/ `-g?LPermit #: . 0/7-6 / 4/ 96i- Last ast Updated: January 2016 Load Short Form Job: t MASSMANN Date: Oct 17,Zo17 I,# 6EOTMEPYAL A'AGOG!!! Entire House BY: Massmann Geothermal 27944 96th St NW,Zimmerman,MN 55398 Phone:763-389-0376 Fax:763-389-0386 Email:jason@massmanngeothermal.com Web:wwwmassmanngeothermal.com Project Information For: Gordon James,Gutermuth Residence 2665 Casco Point,Orono,MN Design Information Htg Clg Infiltration Outside db('F) -11 91 Method Simplified Inside db('F) 72 75 Construction quality Semi-tight Design TD(=) 83 16 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Enertech Manufacturing LLC. Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 100 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 1644 cfm Actual air flow 1644 cfm Air fbw factor 0.025 cfm/Btuh Air fbw factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.96 ROOM NAME Area Htg bad Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Lower Zone p 1239 14179 7290 360 336 (Unconditioned) p 627 0 0 0 0 Upper Zone p 1801 26816 13162 681 607 Main Zone p 1239 23724 16719 603 771 Entire House d 4906 64720 35094 1644 1644 Other equip loads 4946 0 Equip.@ 0.96 RSM 33690 Latent cooling 1302 TOTALS 4906 69666 34992 1644 1644 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C wri htsoftt 2017-Oct-17 18:57:34 r►, 9 Right-Suite®Universal 2015 15.0.13 RSU00282 Page 1 �'6k Roject1.rup Calc=MJ8 Front Door faces:N Project Summary Job: opt,,,so„ t IVIASSMANN Entire House BY: GEOTHERMAL A MEGNAMICAL Massmann Geothermal 27944 96th St NW,Zmmerman,MN 55398 Phone:763-389-0376 Fax:763-389-0386 Email:jason@massmanngeothermal.eom Web:wawmassmanngeothermal.com Project Information For: Gordon James,Gutemiuth Residence 2665 Casco Point,Orono,MN Notes: Desi•n Information Weather: Minneapolis-St.Paul,MN,US Winter Design Conditions Summer Design Conditions Outside db -11 'F Outside db 91 'F Inside db 72 'F Inside db 75 'F Design TD 83 'F Design TD 16 'F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 64720 Btuh Structure 35094 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(112 cfm) 4946 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 69666 Btuh Use manufacturer's data n Rate/swing multiplier 0.96 Infiltration Equipment sensible load 33690 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 1302 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 4279 4279 Equipment latent bad 1302 Btuh Volume(ft3) 30458 30458 Air changes/hour 0.25 0.13 Equipment total load 34992 Btuh Equiv.AVF(cfm) 127 66 Req.total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Enertech Manufacturing LLC. Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 100 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 1644 cfm Actual air flow 1644 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.96 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. C wrl htsoft® 2017-Oct-1718:57:34 9 Right-Suite®Universal 2015 15.0.13 RSU00282 page 1 Rojectl.rup Calc=MJ8 Front Door faces:N Load Multizone Summary Report Job: t MAGEOTHERMALA MECHAYICALSSMANN Date: Oct 1 7,201 7 BY: Massmann Geothermal 27944 96th St NW,Zmmerman,MN55398Ffione:763-389-0376 Fax:763-389-0386 Email:jason@massmanngeothermal.comWeb:wwwmassmanngeothermal.com Infiltration Summary Heating Cooling ZONE NAME Volume ACH AVF HTM Volume ACH AVE HTM ft3 cfm Btuh/ft2 ft3 cfm Btuh/ft2 Lower Zone 3098 0.30 16 3.5 3098 0.16 8 0.4 (Unconditioned) 0 0 0 0 0 0 0 0 Upper Zone 16209 0.26 70 3.5 16209 0.13 36 0.4 Main Zone 11151 0.22 42 3.5 11151 0.12 22 0.4 Entire House 30458 0.25 127 4.0 30458 0.13 66 0.5 Load and AVF Summary ROOM NAME Area Htg load Clg load Htg AVF Clg AVF ft2 Btuh Btuh cfm cfm Basement 1239 14179 7290 360 336 Lower Zone 1239 14179 7290 360 336 Garage 627 0 0 0 0 (Unconditioned) 627 0 0 0 0 UL Hall 192 820 239 21 11 Laundry 80 133 70 3 3 UL Office 60 2163 1442 55 67 UL Main Bath 84 139 73 4 3 WIC 4 48 147 53 4 2 Bedromo 4 156 4195 1896 107 87 WIC 3 35 1068 170 27 8 Bedroom 3 156 2257 1075 57 50 Bedromo 2 176 2202 1078 56 50 Master WIC 108 179 94 5 4 WIC 2 25 42 22 1 1 Master bath 230 5055 2080 128 96 Master Bed 323 5274 3010 134 139 UL Stairs 128 3142 1860 80 86 Upper Zone 1801 26816 13162 681 607 Dining 236 4559 3628 116 167 Kitchen 220 4610 2250 117 104 Pantry 48 272 40 7 2 Mudroom 121 1360 198 35 9 Great Room 323 7857 7705 200 355 ML Stairs 128 2425 1269 62 59 Foyer 126 1859 1272 47 59 Powder 37 782 357 20 16 Main Zone 1239 23724 16719 603 771 Entire House 4906 64720 35094 1644 1644 Ciii. wrightsoft® Right-Suite®Universal 2015 15.0.13 RSU00282 2017-Oct-17 18:57:34 AWA Page 1 Frojed1.rup Calc=MJ8 Front Door faces:N �*111;e. OA CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 6796 1QSHO A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTION 78-1279, 78-1700, 78-350 FILE NO. 17-3965 WHEREAS, on August 23, 2017, David and Lynn Gutermuth ("Applicants"), applied for a variance from the City Code and on September 7, 2017 the application was deemed complete for the property addressed 2665 Casco Point Road and legally described as: Lot 136, Spring Park, Hennepin County, Minnesota (hereinafter the "Property"); WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1279 to allow lake yard setback to construct retaining wall; and WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1700 to allow hardcover which exceeds 25%to 26.33% or 171.25 square feet; and WHEREAS, the Applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-350 to allow construction of a new single family home with substandard lot width if 60 feet and lot area 0.29 acres where 100 feet in width and 0.5 acres in area is required; and WHEREAS, on September 18, 2017, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on September 18, 2017, the Planning Commission recommended approval of the variance; and WHEREAS, on October 9, 2017 the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW,THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variance as described above based on one or more of the following findings of fact concerning the Property: 1 BOAT CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y NO. 6796 t•kEsHo-� FINDINGS OF FACT: 1. This application was reviewed as Zoning File #17-3965. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 2. The Property is located in the LR-1C Zoning District, which requires 1 acre minimum lot area and 100 feet of lot width, measured at the 75 setback and at the lake. 3. The Property contains 0.29 acres in area and has a defined lot width of 60 feet at the 75 foot lake yard setback. 4. The Property is within Tier 1 and hardcover is limited to 25 % according to the Stormwater Quality Overlay District. 5. Applicant has applied for the following variance[s]: a. Lake Yard Setback b. Hardcover c. Lot Width d. Lot Area 6. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. ANALYSIS: 1. "Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . ." The lot width and lot area variances requested are consistent with the general intent of the Ordinance. The lake yard setback variance for retaining walls within the 0-75 is reasonable and necessary to address support the permitted stairs which will be set into the grade. The hardcover variance to allow excess of 25% is reasonable to accommodate the stair access to the lake. 2. "Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan." The variances resulting in a permit for construction of a single 2 -szLOAI CITY OF ORONO RESOLUTION OF THE CITY COUNCIL S*1\11L- NO. 6776 G kESHO family residence with lake access stairs in a residential zone are consistent with the Comprehensive Plan. 3. "Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. `Practical difficulties,' as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The property owner is proposing to use the site in a reasonable manner by proposing to build a new home that results in less hardcover then what currently exists on the site. The property owners are working to use the site the way it was intended for single family use. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The sub-standard size of the property was not the result of actions by the landowner. The lake yard setback variance request to add retaining walls within the 0-75 setback should address the addition of the set-in-grade stairs which helps to speak to the owners' stated drainage and erosion issues from neighboring lots. The neighboring storm water drainage encroachment is outside of the owner's control. To gain access to the lake the landowner's state stairs are necessary and reasonable. The proposed stairs to lake access are a reasonable to allow for a hardcover variance for this property; the applicant is building and designing a new home; c. The variance, if granted, will not alter the essential character of the locality." The lot area and width variances will not alter the character of the neighborhood; a home previously existed on the property. The lake yard setback variance and hardcover variance will not alter the character of the area. 4. "Economic considerations alone do not constitute practical difficulties." Economic considerations have not been a factor in the variance approval determination. 5. "Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78." This condition is not applicable. 3 .10*p CITY OF ORONO RESOLUTION OF THE CITY COUNCIL ti*IL' G NO. 6 7 9 6 'cESHO 6. "The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located." This condition is not applicable, as the use for a single family home is an allowed use in the LR-1C District. 7. "The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling." This condition is not applicable. 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." The substandard lot width and lot area of the property is not uncommon in the surrounding neighborhood. The stated drainage issues create increased difficulty for protecting the shoreline of the lake. 9. "The conditions do not apply generally to other land or structures in the district in which the land is located." Granting the requested variances will provide relief to the applicant regarding the lot size and their stated erosion issues within the lake yard on the property. 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant."Granting the requested variances will provide relief to the applicant regarding the lot size and landowner's stated erosion issues in the lake yard on the property. 11. "The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter." Granting the requested variances will not adversely impact health, safety, comfort, or morals; nor will it be contrary to the intent of the Code. 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." The size of the Property; the stated erosion issues identified in the lake yard of the property create practical difficulties affecting the Property; the lot width, lot side, lake yard setback and hardcover variances are necessary and not merely serve as a convenience to the owners. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-1279, 78-1700, and 78-350 to allow a lake yard setback variance for construction of the new retaining walls within 75 feet of the OHWL; a 4 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y NO. 6796 *IL GkE S H ov-1' hardcover variance to exceed the 25% limitation by 171.25 feet resulting in 26.3% hardcover; a lot area and a lot width variance, subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the survey dated August 22, 2017, landscape plan and building plans submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits A, B & C. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the Applicants, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variance will expire on that date October 9, 2018. 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. 6. Council has approved the preliminary landscape plan with the proposed screening of the retaining walls from the lake view noted. Staff will review and approve final landscape plan for screening when an application for the building permit is submitted. ADOPTED by the Orono City Council on this 9th day of October, 2017. ATTEST: CITY OF ORONO: fl ` 1 • ;L�` na Carlson, City Clerk Dennis Walsh, Mayor 5 • CERTIFICATE OF SURVEY FOR 7 z GORDON JAMES CONSTRUCTION, INC. Resolution No. ail OF LOT 136, SPRING PARK Exhibit A E1,* HENNEPIN COUNTY, MINNESOTA #117-3965 . i oCr- / i roC'^ ,,,,iii . 1 USING / / "OUSE 4a s )a L 0 T 1 3 7 / 02'B• 0 el ii 1:,. a a !! 1 I FA MI§ (6 LAKE ft. � I .... / Es`Y MINNETONKA jl 8 t. p.,aa"e, , _`_„-- /' , .Y.t sopa. = i` K..t11 C ' i' '� ..A." \ / 14 •°D •Ori +'?,3;'3'I• •• ,,. frau+tup.c� 3 s"r'i a _" m \ // 1 a., - �g •fiii 1•,f I ` / : PROPOSED faimimett� �* �, v ��•.••.��- ••, G P HOUSE ,OK I a / • =' to y • \,, /2065 �' 1 0 1 3tz iy ���c�_ • i'84.9a-2,--yam....... I- ;y. I \ L O T 1 3 /5 '---." 412.6 A EXISTING ' : : 1 111I 9 HOUSE / .LL J • +t PM _ ' : • r LEGAL OESqRP11O14 Of MOMS: ! : Lot 136.Spec FMK 111111 1* d. •: notes iron marker land I (.e..3). donota.si.t.q spot deviation.dew sea Nei down ■■ ® d. : nota loot asea M propond ot d..otion mosrs.daturas __91r__: denotes existing conte,inn reran moo keel don. 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Place your Mailing Address of the Dwelling or Dwelling Unit City logo here Name of Residential Contractor MN License Number THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply Passive(No Fan) _ ropy o Active(With fan and moo c monometer or other system c monitoring device) in E c ° 0- :? 7. � O y h � � {L, xU 2 Insulation Location a .E z ^ v R.o ro I] R C o U U iiE G b d i 7 F I-- E z it, 'CZ IT. wn; Other Please Describe Here Below Entire Slab R-10 X 2" Foundation Wall R-32 X ICF Perimeter of Slab on Grade X Rim Joist(Foundation) R-21 X Type in location:interior exterior or integral Rim Joist(1st Floor+) X Type in location:interior exterior or integral I Wall R-21 X Ceiling,flat R-50 X • Ceiling,vaulted R-50 X Bay Windows or cantilevered areas X Bonus room over garage X Describe other insulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.32 X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.66 R-value MECHANICAL SYSTEMS I Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Natural Natural Passive Manufacturer Lennox Lennox Powered Interlocked with exhaust device. Model EL296U H090XV6( XC 16-048-230 Describe: Input in 90,000 Capacity in 50 Output in 4 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 69,666 Heat 33,992 Location of duct or system: Structure's Calculated Gain: AFUE or 96% SEER: 16 HSPF% Calculated 35,094 Efficiency .cooling load: Cfm's • "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): 0 Not required per mech.code Select Type X Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: 82 High: 192 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: Mechnical room Location of fan(s),describe: (Mechanical central vent 40 Cfm's Capacity continuous ventilation rate in cfms: 6" "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 82-192 "metal duct Created by BAM version 052009 • • ( • DECK 7/ct•-: >� 12•� MAP / 7 �.7° il�� SLE / �� �� E // / 8Q �i� Z ARENGT-TOSBENE —/ / / / / / / / /� REMOVED / / / i / / / I :i�:. {G) / / / / / . / / ••-• ••.t1 5 I • �"rry / • I O PROPOSED � �0 '�_'" 1 /-- •" // /.E..._I �`� / SHED 2O SI T FENCED 0' / / ;o \ 4'4Vt� N l• / ,�- j / !• • LINE / / 1 / 6y5 •----.. / / 03 ... /- X9`'2 E—�– / W TW=939. 1. g5�� / / --- l 10n 74 . / r l :>. / ,,�ccrr�• `pR0 / // EXISTING STON —-9 - ' p0 'Iwo / / / /: • ._i RETAINING WALL o: yf £ �'/ 0 H i. — 1 ::' �, ii1eosr£Ps �W=945.0 / / I / 56' { ) 2/ O c� 0 26 (L g �/j BW=944 (L) O�� AVERAG BUILDING I" ,95„.4vic THRESHOLD AI% TW=939.5 • ' _ BW=93 .• / �� K) SETBA LINE (934.6) �� ROA / .���rSETBACK .' 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LUPYRIGHT ALT 9100 BALTIMORE ST NE.SUITE 106 BLAINE,MN.55449 a a o �7e ORONO, MINNESOTA ..„",„,.., , ,..;., WEB WWW DFPDESION COM E-MAIL INFOA0FP0ESION COM ''1 Phone:763-780.8004 Fan:763.780.8015 mo ga 7=o . c0m_ CO2Q RETAINING WALL LUL 4 AS REO 39'-8^ CI)W SEE ENG. ' 17'-4" , 22'-4• g 0.0. 3'-6" 3 12'-8" 6'-2" MATCH 116 0'' 4.OF 6"POURED f OTHE�4 TRTD.606 Z 40'CF B"POURED 510E 2%4 WD.POST { (00"C"CONC.PTA. PHANTOM SCREEN i z 3 1 10 ` / a a m 3 f•T T- SOFFIT 1 IN0 FOUNDATION IS U.Jg 3 r TRW.5 I/4•%14• 1'11 HELD IN FOR II d m m E. PARALLAM RAISE Wq I m INSULATION AS p N�a �oc • 0) 11-i I NOTED TO DECKING UNDEROECK!NG COIL. I 6'-10" DASHED LINE AT J SCREEN PORCH Q___ TRW.4%, II z-2X8 FL. 8 STUD WALLS 1CONC.FLOOR WD.POST - ¶-, CONT 3-7 1/4"ML HOW`FOUNDATION 152.OF B"POURED 11 16-0%8-0 i• W/I PLATE Y• LINE BELOW SEE ENG.FOR RG. i I LENCH OR ITDR3272,, > :1T0H3072(TYR.) =0 16'-10^ I W -`___ _ _ ISHEATH. ` V y} 1 `�r- FC ML. -I-- STU)/5 705-- 2X6 STL051 16"O.L. _ -_ 4�6 POURED &0%8-0 � 1'E L� ,ImI, 2%6 STUDS P 16"O.C. 44 OF e"POLRED 1 �L_ATIO 0008 ITDH3072 TYP.L 2-9 I/2" - 'Mir 4"OF 6"POURED OI 20•28•CONC.FTG. -00 - --- .P�.I- 1 FL.M.I. 44 OF POURED 51/4"X5 I/4" 2.2X8 M. PAR.COI. a " ♦ ♦ -- ---- W�■ e� rK•E•-. ENTRY SISTER TO 20•%8"CONC.FTG' FOUND.TL.ABOVE L _,....k9_1/0" 3-I8 FL_ML C.TILE 5 FLOOR TRUSS 01 -"-•FL.ML. r f j•X5 j•PNM.L0.. 8'-0"LONG 204 FURRING fel w':'''r g 51/4"X51/4" Wf�!2�� 51/4•X5 I/a FOIWD.iO 5205 PAR.COL. I -� PAR.COL. 1-----4e"X4e"%le"LDNL. ,i 2r.Ori CANT FIN.AREAS ONLY o r FOUND.TO ABOVE fT0.W.'Il" E.W. 1._ R-5 INSULATION---. E m o i II 2'-I• 17'-0• !'-I I" 2-6"� 12'-2• 1 z jLL WET DAR V//� "0'� o PROVIDE SOLID-- 1 C.TILE / ttNImO cNOQ BLOCKING TO • EXERCISEur ABOVE(TYP.) A. � L- - V, F - g1 RRFF u l'r a v,- VER.MOORING 4 oi�.j °� =• 0I, R CTROOM i--�j o✓r�n2� oQa' -r 3 1/2 CONC.MOOR ♦j Y(� F3 ©?N O I ,i' 8'-91/2 CEILING HT. vl o yyp 4</� y IN 2" ,V w m V si - CQy 108"OF 8•POURED_„.. a 4 20"X8•CONC.FTG. q F3 PURR WALL ! 0 8"OF 6"POURED 5EE ENGINEERING PAGES 51-55 I IN 22 TO MATCH c /100 OF 12 40URE0 EXERCISE 5E0 ENG.FOR FTG. f 2'-1" ` 402" • . 10'-10" 500" 2'-6"X11"-1'10" 10'-4" f e 108.OF B"POURED y 74 - .I) :;✓' 20•X8•CONC.FTG. ` ZERO CLEARANCE _. -T �} ♦ FOUNDATION PLAN ;: ..,, WOOD BURNING \ . F/PLACE 206 STUDS f 16 O.C. RAISE TOP OF H' d6 I LLA55•A i-.0 4 OFC POURED MIAHEF FOUNDATION 12" SCALE:I/4"•1'-0" cc 1 m FLUE,pJ� `��'�� .r- ?-2%B M'irDR9CLL 20"XB°CONC.FTG. WH O EXTERIOR DIMENSION ARE FROM EXTERIOR OF FOUNDATION WALLS I AIL W/ANKLE WALL c N - - W/D ' AT FULL BASEMENT AREAS ANO A5 NOTED AT FRAMED MALLS AT r 2X6 STWE/16.0L. M I STACK ' „.„1.4 LOOKOUT AND WALKOUT AREAS 4.OF 6"PON1900 BASEMENT UNFINISHED 998 50.FT. •" 1_ ��� 2a"%24•X12• N -I'll - / BASEMENT UNFINISHED 307 50.FT. �? TO•%6•LONL.Fib. COWL.FTG. 1L9-''P_'nn 4'-54'-1' TI-2" 5'-3" I0'-4•1. 7 WINDOW&DOOR NOTES 100"OF B^POURED�--r� -4""U RING^r sons ff VI R{OC.7Q ---- r!• _�I GEILIIIG j • MARVIN INTEGRITY WINDOWS f 5TAIRS 2'100_ 1 • GTP.B0.RE b /, 0 MI 5EE ENG.FOR FTA. 1 Y- ■- - -- '� - '50 BT CODE ISO WAX.) _ LODE MIN.U VALUE•032 MIN.STHC•035 J 10"TREADS -H- \ 24 _ E � FIRE BLOCK PERIMETOR /,� - fe •-ALL WINDOWS 5E1 AT 19 0"UNLESS NOTED OTHERWISE iE FIO r 20 _ Nm a\ pK 1_-3-I6"M.M,,L.001.OF IRR. / FSPC Y *` BUILDER TO PROVIDE WINDOW ORDER LIST WITH U FACTOR. IN 2" n 36" 8 1 TE, I II I I TO MATCH SOT OF PLAIK �' IN Y, SGHC,6 STC RATING FOR EACH WIN00W&EXTERIOR 0004 0 S 5TOR v '4 We lm SOFFIT 3. %i • BUILDER TO VERIFY ALL WINDOW,DOOR 6 OPENING HDR.HIS. / E - L.T. 1 TO 8-1 I I 6'-2•CEIL HT. %I V IICG�'ll WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" m F-'1---v - 1 MIN. BATH II $HEETROCK MECH./ 10.OF 6"POURED MUST BE EQU IPPEO WITH AN APPROVED LADDER `.. O 1 I1UIMiC.TILE - ,III WALLS / 100°OF 10"POURED r-T --L- NECK III STORAGE /I SEE ENG.FOR FTG, OUARPRAIL NOTES F 1 15=1 I Y'-3• 5'-I" • 4 Olt' VNFINI5HE0 / , F �-# L 6" CHASE OBOVE 2GlE ® ' 111 PROP FLOOR 2" ..„1.4. GUARDRAIL REQUIRED ON OPEN 510E OF ANY STAIR MORE THAN Ii TO O-I 30 ABOVE MOOR LY__,7 •, 2"FURRING BM.PKT I --- •- � •� __.p2 FOVNO. • ALL OPENINGS LESS THAN 4"AT ALL GUARDRAILS r, I . 1JOG FLOOR SYSTEM NOTES Ile GYP.BD.W 41:o v/ VENT 6.OF 6"400900 10'-6 • ALL FLOORS TO BE L/480 II--�� 1 r;70,1745,6 6"�OURED� • FLOOR TRUSS MAN FACNRER TO VERIFY FRAMING BELOW Cy WALLS CEILING a' oma 112 OF 10 POUREDI�'15T �r rQF T + SEAT �P 20"XB"CONC.FTG. M 2 - 100 OF 10 POIREO GRANITE TOPS ABOVE BELOW STAIRS v� _ SUMP 20 XB CONC.FTG. FLOOR TRU55 MANUFACTURER TO PROVIDE HEAT SUPPLY 6 W Ax ~ 5 1/4"05 1/4" RETURN CHASE IN TRUSSES Q PAR.COL. _ '‘2,2 • BUILDER TO PROVIDE CITY WITH TRUSS LAYOUT PLANS • 1,,,4 EI • . 1.__-__E_ Na _iy. c u_ -64 . 1�+ TO52BFL00ft - FOUNDATION WALL&FOUNDATION INSULATION NOTES E■0 mr• --- j-- ABOVE FOUNDATION IS 108"OF B"POURED r B POURED 415 5116 L•, RAISE TOP OF F ` 9'-0"P0URE0 FOUNDATION WALLS W/SINGLE MATE W "Z(/2 HELD IN FOR SEE ENG.FOR FTG. 100"OF 12 POURED BASEMENT FLOOR RAISED TO TOP OF WALKOUT STEM WALL 1-1 INSULATION A5 : 20"X8•CONC.FTG. IN 2" FOVNDA710N 12" O W I ASSUMED SOIL BEARING CAPACITY 2,000 LOS �-, UNEXCAVATED y8"OF 6"POWRED U MAINTAIN 42"MIN.GRAPE ABOVE FOOTING 11'y DASHED LINE AT I12"OF B•POURED BOTTOM OF PECK 6 PORCH FOOTINGS TO 0E 72"BELOW GRADE 1•.i.1 Fti FULL BASEMENT 20"XB"CONC.FTG. MASONRY CONTRACTOR TO VERIFY WALL 6 FOOTING Fly 1--1 SHOWS E-, REQUIREMENTS WITH SITE CONDITIONS E,y 0 LINE 95000 THING ,�L, W MASONRY CONTRACTOR TO VERIFY ALL WALL AND FOOTING 1--♦ U I E i L UNEXCAVATED „ ©REQUIREMENTS Al ALL DETAIL BACKFILL LOCATIONS V O Fx IEE FOUNDATION WALL DETAIL ON PAGE 0 H ♦ . ) N INDICATES SWATHING FOVNOATION 15 HELD y _ 100"OF 8"P0URE0 IN FROM SHEATHING ABOVE 16"X8"CONC.FTG. • FOUNDATION WALLS HELD IN FROM SHEATHING ABOVE AS 0 /-0 10'-2" SIL LATER BY OVERHANGS ION WALL DETAIL W to CO3• SILL MATE OVERHANGS FOUNOAT10N 1 in MAXIMUM SEE E—IL c°0 FOUNDATION WALL DETAILS(WHEN TRW 2%B PLATE 15 1/5E0) Alp 16 • 5EE FOUNDATION14-10 WALL DETAILS FOR FOUNDATION WALL INSULATIONio (R-10 EXTERIOR/R-5 INTERIOR) C SHEETROCK&INSULATION NOTES A • GYP.CO.REQUIRED AT ENTIRE CEILING(EXCEPT 80 SOFT. MAXIMUM AT MECHANICAL) 8" F 6"POURED SIMP50N 5114714 • }"GYP.BD.AT WALLS&CEILING BELOW STAIRS ANCHOR STRAPS 40"D;B"POURED • ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN.in • . O L THIS WALL _ 20"XB CONC.FIG. GYP.BO.AT HABITABLE AREAS DATE: ♦ -__ �i� - .j MING FRANOTES 6-16-17 L ..I ♦ ♦ • 8'-9 1/2"MATE HEIGHT UNLESS N0TE0 OTHERWISE REVISIONS, • 2X6 TIMBERSTRANO 51005 f POCKET DOOR WALLS UNLESS 10-11-17 CO 6'-0• + 11'-10• NOTED OTHERWISE(BALL BEARING ROLLERS) IF-10" Y2'-0" • DOUBLE 51.105 AT ALL WINDOW 6 PATIO 0008 HEADERS 10-26-17 CO • UNLESS NOTED OTHERWISE I-3-17 CD• PROVIDE LVL/LSL 50110 BLOCKING AT ALL POINT LOADS. 39'-10" • 11-9-17 LD SUPPORT BEAMS.MICROLI M5.6 GIRDER TRUSSES TO FON • PROVIDEROVISOFIRE BLOCKING VERTICALLY f CEILINGS 6 MOORS 6 HORIZONTALLY W INTERVALS NOT EXCEEDING IO'-O" 4(j4r) (CONCEALED SPACES W SOFFITS,DROPPED CEILINGS,BETWEEN STAIR STRINGERS 6 BETWEEN STORIES) • PROVIDE GRAFT STOPPING BETWEEN STORIES 0101000 INTO APPROXIMATELY EQUAL SPACES NOT EXCEEDING 1,000 SOFT. ' DRAWS BY: SMOKE AND CARBON MONOXIDE DETECTORS KH W V NO • PROVIDE SMOKE DETECTORS IN EVERY BEDR0019 6 11.E I COMM.NO. CORRIDOR GIVING ACCESS TO THE BEDROOM ON EACH FLOOR 216338 INCLUDING TIE BASEMENT,6 IN AY ROOM THAT HAS A CEILING SHEET NO. HEIGHT MORE THAN 24"HIGHER THAN A CORRIDOR GIVING ACCESS TO THE BEDROOMS. L • PROVIDE CARBON MON05100 DETECTORS WITHIN 1000"OF ALL BOOR005S IC> C> 761.0n T-0 , 11-0" , 35'-0" ,, 400" , 10'2" 6'-10" , 11'-0" , 1309 709 , yr Om @c0 R TEMP. 2 510E0 CONT.2-9 1e2"FL. ITDHiR3016 D.V.GAS \ \ \ \ n.� �g M.L. {'-1 LONG \ z i 0 NT + ■22W, x u ABOye FIREPLACE 1 1;01-11-1,--T 6V TOH2 6 d LA® I \ / FF ITDN2660 6 24 J ,u3 22X8 L 4", , m ���' n 1 • BUILT-IN 11 „.1-.t8-,°A ^'l2i18o f11 - "I [11-6...k, y _Ax 0 -pm �_ - _ 1 , --- IIIA' "` . _ i'~a y.1n _ 61.6" �11_6n 21-1• } 11,.p 21.411 21-0n 11 m (1� Fyn - _.._-_.3�-Y� --I_i -ff 3-i -f._ 7�g- A . fA �10o 10" � _( MONO A "'/,,„,T~___QD_---r BENCH W/ _� 1 FTRU55 SCLJ -f-1 0-7- . 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I 1LN to N 0r i(51 n., = , , 1!1 r-1-k t, y a _ +4,,43 �y o.m S CE , ©2017 OFP PLANNING 8 DESIGN D.F.P.NING DESIGN GUTERM TH RESIDENCE __o -° OICiOIl uNAUTHORlzeo use of THE PLAN SAN O m5 mK J J J JyJ 2665 CASCO POINT RD. ®� IS A VIOLATION OF THE u.$. 9100 BALi1MONE ST NE.SUITE 106 6LANE MN.55449 QQ P P aures - , COPYRIGHT AGr O p ORONO, MINNESOTA •a.�a,,,,arv,.,, •- o••I� •o..-eo op WEB-WWW.DFPDESIGN.COM E-MAIL:INFO®DFPDESIGN.COM Phone:763-780-8004 Fa.:763.780.8015 SEE SECTIONeP'• SEE SECTION FOR M. m o WALL INFO FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEOGER b SEE SECTION FOR ICE b WATER SNIELO A 2.-NOMINAL SOLID SAWN SPRUCE-PIN-FIR BAND JOIST)C.F.G) �1 2x RIBBON PER SUOFLOOR INFO 2%10 RIB00N N K...................7.''..'. .,' INSULATE RADON PIPE/ LEDGER BASHING RESIDENTIAL DECK JOIST SPAN CONNECTION DETAIL y w vi UNCONDITIONED SPACE(0-4 MIN.) TRU55 MANVF. � TABLE R507.2E o d SEE SECTION FOR 7/�� 1 6'b LESS 6'-I"TO B' 8'-I"TO 10"10"-I"TO 12r121-I"TO 141141-1.TO 16'16'-I"TO 18' a W .1---,36"),(50%=,,04 PVL OR EOVIVALENT FLOOR TRV55 PER PLAN II.1I I/O"DIM10006 LAG SCREWS -" SUBFLOOR INFO PLAN W/DOUBLE TRTD JSTS PER PLAN 3011 O.L. 23"OL. IB°00. 15"OL. 13"OL. II"0.0. 1011 O.C. e'^ IAFI 03.6.1) _ = I{ 9/13/32•MAX 51CATXING VERTICAL-END-WEBS TRTD DECK RIM Z'-!,,<;:°. r �INST IDE SPACE FOR FUTURE P-21 RIM INSULATION 8-21 SPRAY FOAM INSUI.. III I/2°DIAMETER BOLTS W/ _ 1 1 MSTALLATION OFA FAN(AF103$I I!/3Y MAX.SWATHING 36"O.L. 36"OL. 340 O.L. 29"O.L. 24"OL. 21"O.L. 19"O.L. m o /z'HarvlPPEv MIN.24"DIAMETER CENTERED ON GALVANIZED LAG SCREW OR I/2"DIAMETER DOLTS 9/13/30"MAX C"O J 'i'== THE AXIS Of THE VENT STALK FLOOR TRUSS PER PLAN �i 36.O.L. 3611 00. 29.O.L. 24.00. 21"O.L. IB"O.L. 16"OL. ,,..2 f a II ' CEILING DRYWALL TAPE() I I-' DRYWALL CAULKED,GLVEO, I I T f O-BO T AND WAS ERS, SHEATHING b I/T"STACKED WASHERS IB.NIw w ►m' TO WALL DRYWALL or GASKETED TO TOP PLATE PER PLAN L J"MIN.VERTICAL DISTANCE 36" _ !N STPGGEREO - ORTWALL CAULKED,GLVEP, EXTERIOR SHEATHING CAULKED, HT INSTALL LIVE OUTLET IN ATTIC WHERE I/2•GTP BOAR• NOTE, FOR 51 I"•f5./MM, FOOT•51142 MW.I POUND PER SOVARE FOOT•0.0479 KPA N or GASKETED TO TOP PLATE GLUED,or GASKETED TO TOP PLATE FUT.FAN MAY BE INSTALLED IAF103.1T) I/Z AT OA SPACING INSTALL ICE b WATER SHIELD IMM.36"MIOE)BEHIND DECK RIM A. THE TP OF THE LAG 10009 SHALL FULLY EXTEND BEYOND TIE FLOOR TRUSS RERAN PRE DRILL DECK RM b PILL HOLES WI SILICONE 'a B. THE MAXIMUM GAP BETWEEN TIE FACE OF TIE LEDGER BOARD&PALE OF TIE WALL OR TRUSS SHALL BE{" Wjf i PROVIDE NO SAG OR USE LAG SCREWS CR BOLTS TO ATTACH C. LEDGERS SHALL BE FLASHED TO PREVENT WATER FROM CONTACTING THE HOUSE fL00R TRUSS RIBBON a _ 6 5/B"GYP.B0. 11, MINIMUM Of 6.OF PLANING INSTALLED OVER DECK RIM D. LAG SCREWS NJO BOLTS SHALL DE STAGGERED M JOIST ACCORDANCE WITH SECTION 85071.191 ��R19 51LILONE TMFF EDGES OF DECK RM TO LLE b WATER SHIELD E. DECK SCOFFER 51WLL BE MINIMUM DEPT TO MATLN J015T PRESSURE PERSERVATIVE-TREATED NO2 GRADE LUMBER V w� . PER PLAN SEE SECTIO F. E%0.VOED-NO ENGINEERED W000 PRODUCT RIM USED y TAPE(ORSEALEDJOINTS IN RIM DETAIL @DEG_Kza � DRYWALL CAULKED TO BOTTOM PLATE EXTERIOR SHEATHING G. EXCLUDED-NO LAMINATED VENEER PROOIICT RIM USED i a, INSTALL LABEL READING(RADON REDUCTION " PROVIDE ADDITIONAL SOLID BLOCKING AT POINTZ o m SYSTEM)ON TIE VENT PIPE Al EACH FLOORSECTION VIEW H. THE MAXIMUM DISTANCE BETWEEN THE FACE OF TIE LEDGER BOARD b TIE FACE OF 10€FLOOR TRUSS RBBON SHALL BE I. SAASKETE['TO SVBFLOOR or .i GLUED,or GASKETED TOBOTTOMPLATE AND IN ACCESSIBLE ATTICS(AFI03.4.5) LOADS(SEE LOAD PATH DIAGRAM PAGE 02) FLOOR SHEATHING TABLE 8507.2.1 PLACEMENT OF LAG SCREWS 6 601T5 IN DESK LEDGERS 6 BAND JOISTS a Z''38 I OPERPENPICULAR RIM DETAIL NAILINGAT6"MAX. TOP EDGE BO TOM EDGE ENDS ROW SPACING ..., . OL.TO TRU55 WITH HOLD GOWN OR LEDGER _2 INCHES(D) 1/4 INCH _ 2 INCH 6 _1 5/8 INCH(B) J 2. 1I I I SCALE 1/2"=11-0" REV.10-13-16 DOSP ppyNNi SIMILAR TENSION FLOOR TRUSS RIBBON 3/4 INCH 2 INCH 2 INCH B 1 5/8 INCH(6) 0 a 0 m`a ii CEVILE FOR 51 1"•25A MIA 3 SPRAY FOAM INSIX.. SPRAT FOAM INSUL. I PER PLAN I SEE SECTION A. LAG SCREWS AND BOLTS SHALL SE STAGGERED FROM TIE TOP TO TIE BOTTOM ALONG TIE HORIZONTAL RUN OF TIE DECK LEDGER IN 821 MINIMUM I 821 MINIMUM _ I TRUJ ),a• DECK JOIST ACCORDANCE WITH FIGUPE R5072.1(I) SEE SECTION FOR TRUSS PER IWWs �1W PER PLAN B. MAXIMUM 5 INCHES (�, SUBFLUOR INFO PLAN ' C. EXCLUDED N0 ENGIIEERE0 9000 PRODUCT RM USE0 PER PLAN >_�ALL PIPE JOINTS AND FITTINGS D. THE MINMUM 015TANCE FROM BOTTOM ROA OF LAG SCREWS OR BOLTS TO THE TOP EDGE OF THE LEDGER SHALL BE IN ACCORDANCE OPTIONAL MICROLAM DRYWALL TED,CAULKED,GLUED, EXTERIOR SHEATHING CAULKEP TO BE GLUED OR TRANSITION - •_• - --,t - -I' NAILED TO SIDE OF WITH FIGURE R507.T.1(I) or GASKETS(TO TOP PLATE GLUED,or GASKETS(TO TOP PLATE COUPLINGS l I/O"PYW000 TRUSS FLOOR TRUSS I 2X RIBBON SHEATHING W/ FIGURE 8507.2.1(1) DECK CONNECTION NOTES D DRYWALL CAULKED.GLUED, TAPED OR SEALED JOINTS IN �-SEAL ALL FLOOR OPENINGS PER- I � OR TXb LADDER SOL IO BLOCKING TRUSS BEHIND A. TABLES 6 FIGURE HAVE BEEN MODELED FROM CODE EXTERIOR SHEATHING •HOLD DOWN TENSION DEVICE MUST BE INSTALLED I1. r Y BOOK TO REFLECT FLOOR TRU55 CONDIT..WITH 2X10 or GASKETS(7O BOTTOM PLATE xwe,1sr xeL RIBBON WITH TREATED 2010 DECK RIM be PER PLAN f J IN NOT LESS THAN TWO LOCATIONS PER DECK -M- � - K I AC•e r- ��r-� BOTTOM RATE CAULKED or EXTERIOR SHEATHING CAULKED, r SWIM T, r s GASKETED TO SUBFLOOR ,3 GLUED.or GASKETS(TO BOTTOM PLATE a BLOCKING AS •EACH DEVICE MUST HAVE AN ALLOWABLE STRESS �`e I r • RECD.FIRST 3 BATS DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS '1,,,g_�i9 _ - - ''; • RIM DETAIL @ DECK ��T -i,I- a SPRAY FOAM INSUL. SPRAT FOAM INSUL. INSTALL LABEL READING(RADON REDUCTION F•YeAaWW •-Irl`LODt' 1 i•m�'+�1•L d 601 MINIMUM 621 MINIMUM SYSTEM)ON THE VENT PIPE AT EACH FLOOR " PROVIDE ADDITIONAL 50L ID BLOCKING AT POINT ---J- ----1� Im Ls _�_ ___ �_ li PER PLAN AND IN ACCESSIBLE ATTICS(AFI03.4.5) LOADS(SEE LOAD PATH DIAGRAM PAGE 02) SECTION VIEW FIGURE 507.2.3 MODIFIED UI=-. S EXTERIOR SHEATHING CAULKED, EXTERIOR SWATHING CAULKED, FO FLOOR TRUSS 0 11 GLUED,or GASKETED TO SILL PLATE GLVEO,or GASKETED TO SILL PLATE ALL CONTROL O ULT«�DINTS.JOINTISOLATION pA`NOTHERS CONO PARALLEL RIM DETAIL '0 o= JOINTS IN CONCRETE SLABS SHALL BE 2 SCALE 1/2"•11.0" REV.10-13-16 :W ,a - - - �I" SEAL ACI.JOINTS SEALED WITH CAULK OR SEALANT z w ' TRIO SILL PLATE W/ ' TRTD SILL PLATE W/ BETWEEN SLAB SEE SELTIe �< a o o F SILL SEALER/GASKET SILL SEALER/GASKET AND FOUND.WALL SEE SECTION FOR -SPE SECTION C N o a 1t _SEALED SUMP BASKET APEDORSEEDJOINTW 11111 TAPED OR SEALED JOINT W // SI:BFLOOR INFO EXTERIOR SHEATHING b EXTERIOR SHEATHING b •I/ ‘-<'''' y a i FOUNDATION INSULATION FOUNDATION INSULATION o1 BLOCKING BTWN TRUSSES -- '•<J SHEATHING ALIGNS w/ p p I Jo 1, I I SEE SECTION FORS FOUNDATION INSIx.. I MIN.6 MIL OR 3 MIL CROSS ° 5l1BFL00R INFO 1 �� 2%0 51005 W 16"O.L. `II r- SO 4"PERFORATED DRAIN I I LAMINATED POLY SHALL BE - -- / " 20 RIBBON / a a R OPTION ''I OPTION 'Z TILE W/FILTER FABRIC L J J LAPPED 121 AND PLACED BELOW 2"%RHC CANT.BARRIER. _ EAT RUN REQUIRED HERE INOTE,EXTERIOR FCLOSED 15 NOT ®j REV.I-I-16 REV.I-I-16 8j1X16"ROCK TRENCH THE SLAB AND ON TOP OF 4"MIN.SAND GAS SEAL PERIMETER,JOINTS.AND }"Yy'�� I SPRAY FOAM INSUL FLOOR Zx RIBBON PERS, 208 TRTD PLATE INSULATION SEALS TIE SILL PLATE ENVELOPE AIR SEALING ENVELOPE AIR SEALING "`I'/2") PERMEABLE LAYER OPENINGS / I R2I MINIMUM TRUSS PER TRUSS MANUS. W/I/211x12"AD.932"DL'.4'I AND TOP OF FOUNDATION WALL FLOOR TRUSS PEP PLAN PLAN 8-21 RIM INSULATION- SHEATHING ALIGNS w/ SILL SEALER "NOTE'SHADED COMPONENTS DESIGNATE •NOTE.SHADED COMPONENTS DESIGNATE PASSIVE RADON DETAIL - -- FOUNDATION INSUL. e' UP TO I{°OVERHANG �� AIR FLOW RETARDER SYSTEM AIR FLOW RETARDER SISTER I/O""GYP BOARD- SHEATHING SCALE,1/4.•1'-011 SOFFIT NOTE,EXTERIOR IF WATERPROOFING 15 NOT SEE SCOTIA /RECUIRED FERE IF CLOSED CELL G _ R-38 INSULATION MIN. 2X8 TRTD PLATE // INSULATION SEALS THE SILL PLATE VERIFY BLOCKING-----,____/- GRADE W/1/2x12"AB.9 32"O'C AND TOP OF FOUNOA1IGN WALL SILL SEALER Il ABOVE GRADE INSJL.PROTECTION TO {"OVERWNIG TO EXTEND 6 BELOW GRADE •I IAte' >: EXT.WATERPROOF COATING ??SS1"_...UP LANTIL 5 I I/O"FLOOR I/2"HIP 2D, /FROM TOP OF FOOTING TO TOP TRUSSES I I 4 MIL POLY VAPOR-- ✓ OF INTERIOR WALL EDGE 1 * TRUSS MANUFACTURER TO VERIFY FRAMING BELOW ALL POINT LOADS 1/2"GYP.BD. RADE 2x4 STUDS- BRIO FOUNDATION MSUL-. R5 INSUL.O RIM DETAIL @CANTILEVER 4 MIL POLY VAPORPROVEGRA( INSUL.PROTECTION / MFvDRAINING E%ERIOR FO MDATION 2x4 SN(5-��- TOEXTEND 6 OELOW GRADE LATION PROVIDE 6 MILL POLY3 SCALE 1/2"•11-011 REV.10-13-16 R5 INSULA- TO NIEXT.WATERPROOF COATING POURED CONCRETE'\ / SLIP SHEET PER 8402.1.1.3PLAN REVIEW AND INSPECTION ISSUES 4 SEE SECTION FROM TOP OF FOOTING TO TOP FOUNDATION PER PLAN Q III II. ICE b WATER SHIELD ALL VALLEYS OF INTERIOR WALL EOGE ICE 6 WATER SHIELD 24 UP ALL WALLS SHEATHING ALIGNS w/ POURED CONCRETE\WHERE ROOF RUNS ALONG WALL Thio let of Hems may be hepful for Plan Reviewer.end Bu(0In Inspectors to FOUNDATION FOUNDATION PER PLAN RIO FOUNDATION INS/L.a gWda for enforcig the Minnesota Energy Code.The items apply to 1 • APPLIES TO LOOKOUT,EXTERIOR STAIR WALLS b 0 'FDRAINING EXTERIOR FOUNDATIONIBL,tem all two with•roeiden ly ode lngs.tech OU SPORT COURT WHEN APPLICABLE • ALL SCREWS OR NAILS BEING M5l1LATI0N PROVIDE 6 MILL POLY - The Items marked with•apply only to detached ono-end two-family residential SLIP 511007 PER 8402.1.13 • SINGLE 2X8 PLATE W/208 FRAMED WALL A DRILLED THROUGH 5TURC0 OR OWSWR9s ATE'EXTERIOR CLOSED CELL IS NOTREV. -6-17 }y SIDING MUST BE RTE-DRILLED 2%8 TRTD PLATE REQUIRED NERC IF CLOSED CELL ® FOUNDATION WALL DETAIL rFc R AND SEALED w/SILICONE TO PLAN REVIEW ISSUES INSULATION SEALS THE SILL PLATE V W/I/2"x12"AB.9 32"OC PREVENT WATER LEAKAGE AND TOP OF FOUNDATION WALL FOUNDATION INSULATION SILL SEALER •• FOUNDATION WALL HELP IN 2•FROM SHEATHING ABOVE ❑exterior foundation wel insulation R-10 minlmum _ • UP TO Ir PLATE OVERHANG REV.I-6-IT PROVIDE ADDITIONAL BLOCK NG AT POINT LOADS • ALL SUBCONTRACTORS MUST SEAL 411 CONC.TOPPING r�!I •FULL FOUNDATION WALL DETAIL • SEE R4021.13 EXCEPTION TO REMOVE INTERIOR INSULATION `� ALL PENETRATIONS TO EXTERIOR OF 0 foundation insulation extends from the top of the well down to top of the WV;ps� O foothg RUBBER MEMBRANE (CALCULATIONS TO BE DONE BY OTHERS) HOUSE WHEN ANY HOLES ARE CUT OR 0 axtenioorr foundetlon hey lotion M covered rotectivs product from top of 2 LATER R-10 INSUL. i 3 • FOUNDATION WALL VELD IN 2"FROM SHEATHING ABOVE • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED GR PENETRATIONS ARE COMPLETED exposed insulation to 0 below grade I.os `� • PROVIDE ADDITIONAL BLOCKING AT POINT LOADS • MAX INTERIOR FOUND,.INSULATION R-II • FLASH ALL WINDOWS AND DOORS CONCRETE SLAB OR VNOER-SLAB INSULATION SEE R402.2.8 EXCEPTION TO REMOVE INTERIOR INSULATION r...-1 KICKOUT PLASHING TO BE INSTALLED ❑deb on grade perimeter MroulOtbn R-10 minimum - ABOVE GRADE INSUL.PROTECTION • (CALCULATIONS TO BE DONE BY OTHERS) FMM BY ROOFERS ❑slab Deviation extends from top of elab to design frost Mne or top of f TO EXTEND b BELOW GRAPE • IMIPROTECTEO INTERIOR INSULATION TO BE FOIL FACED r 2. CONTINUOUS VAPOR BARRIER AT footing MAX INTERIOR FOUND.INSULATION R-II �I'-.��/ ALL WALL FRAMING TO EXTERIOR 0 floors Over Unheated apace 8-38 minimum IE-I AND ON TOP OF ALL TOP PLATES WINDOWS/DOORS/SKYLIGHTS �E-CAST PLANK EXT.WATERPROOF COATING TAPE ALL VAPOR BARRIERS. 0 everege U-value le 032 maximum for windows end dries door. PER RAN FROM TOP OF FOOTING TO TOP W a FOAM ALL WIRES AND ITEMS THAT 0 average 0-veluo b 0.55 maximum for skylights OF INTERIOR WALL EDGE (_{ PENETRATE VAPOR BARRIER.FOAM 0 window U-vabe consletent with Energy Compliance Certificate -10 FOUNDATION INSUL. ~N E'I AROUND ALL WINDOWS AND DOORS. E 0 TO ATTIC. MECHANICAL VENTILATION ISSUES I. AN DRAINING EXTERIOR FOUNDATION En ALL CANTILEVERS.CORNERS.6 RIMS 0 resident's./mechanical ventilation system provides adequate ventilation INSULATION PROV HOE 6 MILL POLI W F-1 TO DE COVERED W/DODO.PAPER de re kemente R-5 FOUNDATION INSUL SLIP SHEET PER R402.1.1.3 I I w PRIOR TO SIDING. per co qU 0H� ❑furnace efficiency Is consistent with Energy Compllence Certificate POURED CONCRETE �< la-' ❑protection against excessive depressurization Is i»tel.d per code FOUNDATION PER PLAN I �` 13",_,Z requirements SEE SECTIONS '11 o w.I STUCCO / STONE ATTACHMENT ENVELOPE INSULATION FOR PLAN REVIEW SEE SECTION FV O�y ❑Interior basement Insulation of R-5 inD/mum b R-I I maximum SEE SECTION FOR ~ EI Fi 0 ceilings w h attics R-49 minimum.Roof/ceilng assembles must have e ) I SHEATHING ALIGNS V minimum 61}en heel.R-38 wi be slowed when Ful height of • GARAGE WALL SUBFLOOR INFO ( p Cl) I.CALL FOR INSPECTION TO VERIFY COMPLIANCE WHEN PAPER orgy okf $ W/FOVW.MSUL. 15 COMPLETE IN ONE WINDOW AREA. uncompressed R-36 extends over the exterior well top piste et eaves SEE SEGNON FORan I�1 V ❑wood framed wd insulation of R-20 or R-13•R-5.R-13 refers to wd F PRE-CAST PLANK DETAIL 1I SJBFLpOR INFO ) 2XB TRTD PATE /y z 2.WEATHER RESISTIVE BARRIERS' cavity Insulation,R-5 refers to cantDuoua Deviation QP FLOOR) ` - ♦ W/I/2 x12"AB.9 32"OL I'}? WEATHER RESISTIVE BARRIERS OVER WOOD BASED SWATHING v y FOUNDATION WALL HELD LINE 2•FROM SHEATHING ABOVE TRUSS PER TRUSS MANIVPFR�`�SFEATHINIG ALIGNS w/ SILL SEALER ^ 0 SHALL IN0.VDE 2 CATERS OF GRADE D PAPER.NOTE TYPE P000100 ADDITIONAL BLOCKING AT POINT LOADS FOUNDATION INSUL. 1 1 INSPECTION ISSUES PLAN POOR/ 2x I W Q'4 15 OR 15.FELT 15 NOT GRADE D PAPER.VERTICAL JOINTS IN • SEE R4022.8 EXCEPTION TO REMOVE INTERIOR INSULATION SEE SECTION FLOOR PER Al UP TO {"OVERHANG Q PAPER SHALL BE LAPPED AT LEAST 2 INCHES (CALCULATIONS TO BE DONE BY OTHERS) NOTE,EXTERIOR WATERPROOFING IS NOT CONCEALED INSULATION • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED 821 RIM INSULATION---- /REQUIRED HERE IF CLOSED CELL PLAN R-21 RIM INSULATION ��I I CANTILEVER FLOOR 3.FXTFRIOR OPENINGS FLASHED • SHEATHING ALIGNS FRAMING AND SHEATHING • MAX INTERIOR FOUND.INSULATION R-I INSULATION SEALS THE SILL PLATE TRUSSES 1 1/2 EXTERIOR OPENINGS SHALL BE FLASHED.THE NAILING FLANGEInd wash barrier Metaled et attic a W/FOUND.INSUL. 0 w that Al 206 TRTD PLATE- I AND TOP OF FOUNDATION WALL --�INSULATION PROTECTION ON WINDOWS WILL NOT BE ATION INSTRUCTIONS O FLASHING UNLESS THE ❑exterior wen corners framed so Insulation cm be Dstebd MANUFACTURERS INSTALLATION ARE PROVIDED ON 2X6 TRTD PATE W/I/T x12"A.D.1 3211 OL W TO I{"OVERHANG -RIO FOUNDATION INSUL. often exterior Interior par.DetailedNOTE=EXTERIOR WATERPROOFING IS NOT 1 SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 0 Meneectbne of Metter tkbn web end exterior wells are W/1/2"x12"AB.9 32"OL SILL SEALER 1 CANTILEVER FLOOR - par REQUIRED HERE IF CLOSED CELL 111 4.WINDOW FLANGES= framed so that InaWetbn can be Yretded between the pertl000 SILL SEALER ' INSULATION SEALS THE SILL PLATE ---.- TRUSSES 11/2' ND PAPER SHALL BE INSTALLED ON THE BOTTOM A510E5 OF WINDOW and exterior sheethig after exterior sheathing la DetailedGAO TOP OF FOUNDATION WALL r----RIO FOUNDATION INSUL. ' - BEFORE INSTALLING WINDOW.PAPER ON THE TOP OF WINDOW SHALL ❑Saps between framing boa than one-half Inch are eAmIneted by RAISE CONC.FLOOR UP TO}"PATE OVERHANG SI IZI, INSULATION PROTECTION ND GO OVER THE WINDOW FLASHING.A SECOLAYER OF PAPER SHALL securing framing together or ere insulated at the time of TO TOP OF STEM WALL .- NOTE'EXTERIOR WATERPROOFING 15 NOT DATE: BE INSTALLED OVER THE SIDE WINDOW FLANGES assembly MSA 1/2•GYP.B(.^ REQUIRED HERE IF CLOSED CELL 0 d penotretiolre between corMUoned and uncorlQUoced spaces 4 Mll.POLY VAPOR-1 6-16-17 5.WINDOW OPENINGS, made orb,-to framing inspection are sealed 204 STUXJS-'�� 1(211 GYP.so.-- T TI" 2• INSULATION SEALS THE SILL PLATE REVISIONS: CAULK OR TAPE WINDOW OPENINGS TO MAKE THEM WATERPROOF. 0 windows must be insulated ted esealed at InataMetbn GRADE R!INSUL7-------__L-- 4 MIL POLI VAPOR---- AND TOP OF FOUNDATION WALL 10-11-17 CO OTHER OPENINGS MUST BE CAULKED WEATHERPROOF. INTERIOR AIR BARRIER • 244 5N05-�.- ❑d fire stop.are air aeded f-^' -, ABOVE GRAD INSLX-.PROTECTION POURED CONCRETE F5 INSUL,--------- -- E%T.WATERPROOF COATING 6.PAPER ENTIRE WALL= ❑ s ducts,wiree,a t and flues end chimneys throw h 4'-0"MIN. u' TO EXTEND 6 BELOW GRADE FOUNDATION PER PAN /FROM TOP OF FOOTING TO TOP 10-26-17 CD PAPER MUST BE INSTALLED ON THE ENTIRE WALL INCLUDING pips equipment ye g -" 2. EXT.WATERPROOF COATING �/ OF INTERIOR WALL EDGE 1-317 CD the Interior dr barrier Sr.seeded FROM TOP OF FOOTING TO TOP P00000 CONCRETE'./ WITHIN THE SOFFIT FRAMING. ALL PAPER MUST BE INSTALLED ❑e...led continuous Interior dr barrier la Detailed on the worm R-10 FOUNDATION INSUL. SHINGLE FASHION TO MAIN OUT. side of the buildig envelope at ceWngs,wells,end floor rim POURED CONCRETE^-�_./ OF INTERIOR WALL EDGE FWNOATION PER PLAN 10 FOUNDATION INSUL. I-9-17 LD i.FLASHING Joest arose EXT.WATERPROOF COATING FOUNDATION PER PLAN 10 FOUNDATION INSUL. • ['RAINING EXTERIOR FOUNDATION KICKOUT FLASHING 15 REQUIRED AT WALL/ROOF INTERSECTIONS 0 sir barrier behind tub and shower Is sealed end protected 8-10 FOUNDATION INSUL. OP INTERIORN TOP OF FOOTING TO TOP INSULATION PROVIDE 6 MILL POLY WHERE THE ROOF LINE DOES NOT EXTEND PAST THE WALL. 0 recessed light fixtures Sr.sealed OF WALL EDGE ON DAMNING EXTERIOR FOUNDATION SLIP SHEET PER 8402.1.1.3 INSULATION PROVIDE 6 MILL POLY OTHER OPENINGS SHALL BE FLASHED TO MAKE THEM WEATHERPROOF. POURED CONCRETE . 1" _ SLIP SHEET PER R402.1.1.3 L-- ENVELOPE INSULATION wag FOUNDATION PER PLAN B.WEEP SCREED: ❑told basement wd Inoubtlon la R-li minimum,minimum 0-10 et exteriorR-S FOUNDATION INSLX-. ]wind weak barrier on wd separating house end garage Is sealed ' . LOMELTED TO GARAGE • CONNECTED TO GARAGE REV.I-6-17 DRAWN BY: • A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL I7 blas fW Fsubtlon la prevented from entering the eaves REV. 6 17 FULL FOUNDATION WALL DETAIL ATTACHMENT FLANGE OF 3 I/O"INCHES SHALL PROVIDED Al OR 0 DeUlatbn on skylight chef ts end wells exposed In attic.Is FULL FOUNDATION WALL DETAIL W�{� KH BELOW TIE FOUNDATION PLATE.THE SCREED MUST BE PALED A supported on the unconditioned side ® 't�[ COMM.NO. MINIMUM OF 4 INCHES ABOVE TIE EARTH OR 2 INCHES ABOVE FOUNDATION WALL HELD IN 211 FROM SHEATHING ABOVE CONCRETE AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED ATTIC INSULATION ' • 16338 FOUNDATION WALL HELP IN 2 FROM SHEATHING ABOVE CI attic access I Insulated to R-38 minimum for cel l end REV.1-6-10 • PROVIDE ADDITIONAL BLOCKING AlAT POINT LOADS WATERTO PRA1N TO PLANE EXTERIOR.WEEP SCREWS TIE BE m penal pans WALKOUT WALL DETAIL • SEEEVH40 ADDITIONAL CE BLOCKING REMOVE POINT LOADS • TOP/WI(CHORD BEARING JUST BELOW THE PATE LME OR MAY E%TEND ONTO TIE 8-21 minimum for wall panel p • 8402.2.8 EXCEPTION TO INTERIOR INSULATION SHEET NO. •FOUNDATION,PROVIDED THERE 15 PAPER ON THE FOUNDATION. 0 attic card etteched to framing near access opening O (CALCULATIONS TO BE DOZE BY OTHERS) SEE R402.2.0 EXCEPTION TO REMOVE INTERIOR INSULATION D • STUCCO MUST COVER,BUT NOT EXTEND BELOW,THE 0 notiflcatbn of actio R-value end date of Ineteletbn posted near •• FOUNDATION WALL HELD M I.FROM SHEATHING ABOVE • UNPROTECTED INTERIOR INSULATION TO BE FOIL FACED (CALCULATIONS TO DE DONE B7 OTHERS) LATH AND PAPER bulking permit Inspection card • PROVIDE ADDITIONAL BLOCKING AT POINT LOOPS • •MAX INTERIOR FOUND.INSULATION R-I UNPROTECTED INTERIOR INSULATION TO BE FOIL FADED R-5 EXTERIOR FOUNDATION INSULATION MM INTERIOR FOUND.INSULATION R-I I mo '.a 2017 FOUNDATION GUIDE z - D.F.P.Planning& Design o ?LL Z. SCOPE OFDRAWNOER 9100 Baltimore St NE.Suite 106 W w 13 HESE CAST•IWPLACE CONCRETE FOUNDATION WALL OUOELN6 DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON(WOW N COMPLIANCE WITS THE MINNESOTA RESIDENTIAL CODE THESE Blaine,BlM N 55449 DRAWINGS CONTAIN UR STRUCTURAL INFORMIO INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD CIF. • CONCRETE FOUNDATIONS FOR TYPICAL RESDENTAL CONDITIONS.DITONS.THIS INFORMATION B RELEVANT N TO THE CONCRETE CONTRACTOR,THE GENERAL CONTRACTOR MO THE FRAYING CCNIRACTOH Z I-, THESE°REWPIGS EXPIRE ON DECEMBER 31,2317, w mo dm !OTE' Revision Data Naso on f LL^ DRAWING USE aAcTon LISTED AAD LINEATIONS DO NOT LOCATE CONGEMRAT W LOADS N EXCESS OF 1,000 PLF OR 14060 POUNDS ABOVE STEP tDU Z o^ THE ET WITHIN LASTEDINTHETITRO EDFKBELOWISLICENSEDBY THE ES GROWTO USE THIS LOCATIONS SNDWN F Zm Xn PACKET WTTHM THESE UNRATAYNS NOTED FOR PROJECTS VNIICT1 THE LEONECLIENTS IS DIRECTLY UTNE RESPONSIBLE. 3u TN:LICENSEE MAY RELEASE TMS PACKET TO ITS WHO/ NTRACTORS ANO CLIENTS FOR USE N ITE 75'MIN I LL J 2'Ll] PROCUREMENT OF WRONG PERMITS FOR PROJECTS WINCH THE LICENSEE IS USING THESE DRAWINGS. t. ,y FULL HEIGHT GARAGE FROST Q a m a 1 WALL WALL 'I THE IDHNCEION OUOEUNES ARE TO SE ISSUED TO HE APPROPRIATE BUILDING DEPARTMENT N --- ACDORDANCE WITH THEIR APPROVED PROCEDURE NOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW LOOKOUT i a AND INSPECTION$. WALL '• WOOD FRAMING ABOVE IN OTHERS 1510'ONO ANCHOR LIITATiON9 ' G Kb N'S LESSANCH10R-. - @S:2 O.C•MAN OR 1.BASEMENT FOUNDATION WALLS TEN FOOT OR LESS N CLEAR HEIGHT IFRON TOP OF FLOOR SLAB TOTQ ' ,f 1 Lu BOLTS IT NEL EIABEDI �' /'/ SILL PLATE TO MATCH EQUIVALENT METAL \\ ,./-PLATE BYOT E I •'f� \ PLATE BY OTHERS OF WALL AT SILL MITE BEARINpNOT NECESSARILY BASEMEN CEILING HEIGHI7. m Ly r.- NAA OR / FRAME WALL ABOVE STRAP ANCHORS `�. f.''' WWI METAL Y.STRUCTURE HEK'Jti 6 NOT TO EXCEED TWO STORES ABOVE TIE BASEMEN. •... ®. (I..1 FRAKIE IA A B THICK STEN ].OVERALL BLBDING IS ASSUMED TO TALL WITHIN TIE PgESGRI'IIVE LIMITA770NS O THE CODE.A SITE REAR FROST WALL STRAP ANCHORS j- '11 44 a COM SPECIFIC PLAN ONSIREVIEW HAS NOT BEEN FLOOR, A €f / 8S.'MAX.FCR C TH37(STEN SLOPE GRADE AWAY y:y i HORIZONTAL TOP CTM BPR 4.STRUCTURES CONSTRUCTED OF WOOD ROOT,WOOD ROOF,AND W000 WALLS ONLY.NV PRECAST OR O ELEVATION FROM fONDATUON�B AT TOP OE WALL STRUCTURAL CONCRETE BEARING ON FOUNDATION WALLS 15 PERMITTED. .. ELOPE GRADE AWAY °. SLAB-pNFORAfIE By OTHER$ 5-EXTERIOR RADE SLOPING DOWN AND AWAY FRC.TIE FOUARATEWALLS. •• -I>� TYp. 2 SHOWN FOR FROM FOLNDATKn? • MIN. A ANY CASE BEYOND TE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL `® REPRESENTATION ' 6- I -� ENGNEERBIG DOCUMENT& 25 STEP ;PURPOSES ONLY MILL I, V 11 I_� aZ 1-1111 !.-MAY NOT APPLY _ 6 MIN THICK CONCRETE • COLD WEATHER%DELA 6C FOUNDATION,SEE OTHER•\-, ELEVATION 12114 HORIZONTAL BMS -'I I 1•I- 1.1 1-I I 1 0 2 T.THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO MAN A MDC DEMON WHICH WALL DETAILS FOR MORE TWO \STEP SPACMY'RE• EMS • BOTH TOP 6 BOTTOM I w i Vj ADEQUATELY PERFORM UNDER TM EXPECTED CONSTRUCTION TOM1O BEC THE USE OF ADDITIONAL / E)GEIOEDAT LEAST 8S.- /""" ST MIN.THICK RETE- iA or CEMENT,HIGH-EARLY STRENGTH CONCRETEµDOR ACCELERATOR IS RECOMMENDED AT OPTIONAL CONTROL JOINT"'-ti O // LUEAUHAL.STEM W PTO I �-"1 Y a CONTINUOS CONCRETE _'`�' m 1L w ^-,_l BEYOND EACH EMD OF STEP MNIMUM THICKNESS TO I O r TEMPECONCRETES WARM 1nOH5 EXPECTED LESS THAN C TWENTY DEGREES F. AT EACH END OF STEP MATCH SKI PLATE HORIZONTAL BAR Al FOUNDATION WALL z W S.DELIVER NARMµDINATNMFIV MANNER PLACE CONCRETE CARLYNTME DAY WHEN �NFIiF TOP OF WALL - POSSIBLE. / Aa 4 NO.BOATELS(TWA. z�LLo T.CO NOT ATO ADOITXONAL WATER TO THE CONCRETE.THE USE Of WATER REDUCING AGENTS I5 j FARED}CENTERED IN WALL E o P'' RECOMMENDED AYHEH WOIMABLTTY CONCERNS EXIST NO CONCRETE ES TO BE PLACED ON SNOW OR N STIR.EARS / 1.4 VJ CONTACT WITH FROZEN MATERIALS 't" . -6'y ZIATKA CONCRETE AS'OASLAY SOL) SLAB OTHERSSippE � 9< TOP&80TTW ]i �--' OR 36'QC.(SANDY-CLAY SOLI 8Y Li::E.<'1 4.REBAR DOES NOT NEED TO BE PRE•HEATEO.BUT IS TO BE FREE OF FROST SNOW.AND ICE. x I 6 H.2••0'DOWELS Li 72'GC.MAX FODUFB)ATk]V WALL IS'/AN.EMBED!DOWELS APE `"- OR 2A'O.C.IGIAY SOIL) OO� S.BLANKETS CR OTHEF ACCEPTED PROTEC TICK IS HIGHLY RECOMMENDED FOR THE TOP 24'OF THE WALLS NOT REQUIRED IF BACKFILL IS DOWELS MUST BE WET SET OR I r F�K WHEN THE MR TEMP ERATUE IS LEES THAN TEN DESSESFµDFOR THE FULL MEFGMOi1£WALLMILLED AND ENE°,GRouTED (V o� WHEN THE AIR TEMPERATURE B LESS THWE ZERO DEGREES F. 5, PLACES EOUALLv NY1 BOfH 5 a R "TIE ABOVE COD WEATHER GUDEENES ME GENE RAL.RFCONMENDATEENS AND ALL ACI COLD WEATHER EQ.- Ell }. SIDES IN LATS NOT TO EACH SEE - C ©�'n REOCMEMENTS ARE 100E FOLLOWED AT THE RESPONSIBILITY OF THELICENSEE, --EY ET-ALTERNATE SIC€ DETAILS 7 ' -IBYRENFORCED CONCRETE CONCRETE WALLS: CU.x40 PSI E 20 DAYS t- STx1EY1FQFCED CONSISTS BrN&FQEJTPIO BEE 551 (IB MOTH SEE LA MO.5000 BIN OYS O300 BY SI WITH RAN APPH SUPPLE Fl NRH FOOTING MAY BE-' (11'MN WDTN FON CLAY A CONCRETE FOOTINGS:FA.SONO PSI 23 DAYS(OR 9LC0 P91 YARNµPPPRWEOApAO[1tNE THAT PBDYDE5 BASSEXTENDED PRIMED /r'It BACKFILLOR 16'MIN WORM P A WATER AND VAPOR.RESISTANCE A7 LEAST OR EO TALENT TO SOTO PSI CONCRETE BMS ME PLACED AS ~ 22,11.MAX UNBALANCED BACKRLL) t AGGREGATE: FOOTINGS.I LI-MAR SHOWN WMURS-UB I''.'mu, EOUNALENTREBARTABLE , - REINFOTgNOSTEEL: NA-BARS-ASTMABtS GRADE AD FCFBUNDLED HORIZONTAL BARS CONCRETE STRIP / `STABLE BANK r2 1 WALL SECTION T�� WALL SECTION - S.BMS-ASTM AVE GRADE 6G 121FH.YEW room° l\\✓✓j SI LOOKOUT WALLL CONDITION ^'I SII:_ n.MAK SINN 61 WALKOUT WALL CONDITION ql TREATED Ma PUTS: OP GRADE AL2O R BETTER PIM.12195 II- ALLOWABLESOL TI, o SEMIND PBESSUPE 1500 PSF ANNA,N PIM.1211E DETAIL A V, �j 1.CO NGENEROTBACKRLL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED AMNBAMCOMPRESSIVE FOUNDATION DETAIL /VIII STRENGTH OF 2,250 PSI.N AOEBTMON,00 NOT BACKELL UNTIL THE BASEMENT WALLS ME LATERALLY 91 j AT FOOTING STEP LOCATIONS SUPPORTED SY THE TEAL.INSTALLED FLOOR CONSTRUCTION AT TEE TOP AND BOTTOM,IIA.ESS I . ADEOUATE SHORNGIS INSTALLED ASREM/ETEG SHORING IS THE SOLE RESPONSDERY OF THE GENERAL CONTRACTOR 2.STRIP FOOTING MAY 3E PLACED AT ELEVATIONS LOWER THAN SHOWN N THE DETAAS • 3,T1y'MEPP BYSP-WEE BY CONTINUOUS KEYWAYS MAY BE USED IN LEU OF DOWELS FOR FAL HEIGHT AND UO `7 FROST WALLS. 0.)J A,STRIP WON*TO WALL CENTERLINES MAY BE OFFSET UP TO 2',HOWEVER.A NNMUM OF F DFSTRF FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SDE. RN p S.PROVIDE CODE REOLIRED FROST PROTECTION TOTE BOTTOM OF AU.FOOTINGS. 0 P5 A SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6'WREN TEE FAST TEN FEET . - UNLESS ADEQUATE TANNAGE OR STEALER ARE PROVDEO. 'vF-1-�' TA BOTH MATERIALS AND INSTALLATION OF DANN TLE•WATERH'ROONO CONTROL JOINTS.FLASHING.AND gNCHOR BOLTSDUE WALL- r '-WOOD FLOOR 'MUTATION ARE TO BE N ACCORDANCE MPRH THE COVE BY TIE GENERAL CONTRACTOR,UNLESS NOTED \ V T/ SYSTEM STONERS OTHERWISE. ANCHOR INFOON MESE 14 ALL WALL WIDTHS SHOWN AAE NORMAL DIMENSIONS.UNLESS NOTED OTHEEAMSE OVERALL WALL 5-0S.1P LONGA/IC.0R . WOOD FRAMING i / FLOOR TO SAL THICKNESS MAY VARY BY LP TO T5 FROM THAT SHOWN ON THE ORANMGS. BOLTS(r IAN.EMBED; / ABOVE BY OTHERS ,ii �.( F.REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED TE,BARS BEING SMILED ARE 70 BE WITHIN T NP T2'GC.MAA ONr� 2.6 MN SXL MATE__�`1 I ,//'-'•• ^`H NEGI7DN SEE 192 OF CENTERLINE MINIMUM SPLICE LENGTHS ARE 30 BAR OMAN-TEM FOR GRADE NO STEEL AND 48 BAR EOLNALENT KETAL \\ ,./% f-.AL PLATE TO WTCN ; W DIAMETERS FOR GRADE 60 STEEL TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ME MET. STRAP ANCHORS `\ ,/ �r FRAME WALL ABOVE C -- ---- 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BMS AT WALL CORERS END NTERSECTICRIS- \ f/�CPTDNAL SLAB LEDGE Aw V HORIZONTAL BMS MAY BE PLACED ANYWHERE WHIN THE WALL AS LONG AS AT MINIMUM CLEAR COVER - CONTRACTOR IS TO PROVID€-�, / ! I Z D ACHIEVED ON ALL sines. CONCRETE SUN-ONGM[E Ili- I I1.REINfORCING AAYBT BUNGLED ITP TO A MAXIMUM OF TARES SME, TEMPORARY TOP OF WALL `+.. I j GRADE SO BB VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/Ft.3000 PSI w BRACING UNTIL GARAGE N. -r Mu.CIA-CONCRETE A1DNANE TD cam TMST MN.v 12.CWELS MAY BE DWI ED AND GROUTED IN PLACE.VERTICAL BEESANI DOWELS DO NOT NEED TO ALIGN -- --,_-�` l s. A aE SLABKSWTAGERAGIS IN PLACE SAME FOUNDATION AWAY REBERFOUNDTABLE 6E1RWALL.SEE VERTICAL BARS MAY BE t1WlLEpµDEMBEDDED Tv PITO THE STRIPFOOTNGIN DOWELS. '�` i� REBAR 651 FOR BACKFILL TYPE TIME BONDWT11TENCONCNETE ANO REINFORCING COAL NOT SE THESE REDUCED IF VERY TAROT PR(HOOISMEMI REWIRED Iq1 FROM FOUNpATDN ,€' CLEAR HEIGHT BADNESSREFIGHT F•"'I PROVLLLATEIDE AL suEOPO 7 VERTICAL REBM FORM MIS PRESENT FOR THE CONDRIONSCOHTA►NED WITHIN THEE ORAAVfN(i1 � SSEE BSN) (SDE 451) SAND Ix P9F T'T} SANDY CLAY Al PST CLAY HO PSFAFT) �Ey 0 WALL LITERAL SUPPONn 1 a MARE TOPLATESlEAV ARE lGBE MCFDREO WIfKH'OP EAIUNCTWOAN.`,Mf'AA6 PER SILL SECTION,ALLWALL S.6 WALL THICKNESS WALL THICKNESS WALL TRIMNESS ARE TO HAVE AN ANCHOR WIHNA'TOES LEACH END,AN ANCHOR(STOW PLACED AT ALL WALL `-ASF-O'ANDE(A 2P GC.BENT OR t t2' B- ED' tS B' t0' I t2' 1��1� CORNERSµD INTEREECTMNS ON WALLS MORE THAN TWO FEET INS€MOTH WALLS TWO FEET CR LESS IN I OBALEC AND EPDXY GROUTED • 113.CLEAR rL r t0' W W LENGTH REQUIRE A AONIARN OF ORE ANCHOR_REOLAREMENTS FOR SHEAR WALLS AND BRACED PANELS ® 9-0 CLEAR HEIGHT OF F-0'OR LES .r --_------. 52 w 8-0. ZHi NONE NONE NONE NONE NONE NONE ']C NONE NONE_ W�Z •\ MAY BEN EXCESS O THESE REOt11REMENTE TM)NCH WASHERS ARE ONLY RETORTED AT FULL HEIGHT a /•- - (2)N ODITE HORIZONTAL BARS - B DKr'ORL ESS ` I DEBBY CHORE Ilial ris PINI.3DPdGEAROP a IFO'S pH z LI ` FOUNDATION WALLS.BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR MY VERTICAL LOAD SLOPE GRACE AWAY F ROM- \ CLEAR 16011 OF FA'OR MORE - L NONE NONE RgNE N14NE NONE L NRRE F10Aff NOME NONE TRANSFER OYER A SILL PLATE OVERHANG CONDITION FCUNDATICN AT A GRADUAL 2% i -III GRANULAR MATERIAL MANN) r G WE am VMS mat I6 n a*Lime cVMaR INONME1XNQOninN x 0 H IS.ANCHOR BOLTS A'DIAMETER OR LARGER AIENOT REOUIRED TORE CORROSION PROTECTED IN SLOPE PER GENERAL None (]YAAFCONT,HORIZQlTAL BARS 5' NONE MOTE NONE 36' NONE I NOW S6 NONE I. NONE NOII1ElI LAS O(ARSIANAl PT0•OB6iS. Engines( L 0 NONE NOSE NONE '3E' NONE NONE 96- NOME NONE UEdH Ne IN.OR the$MIe Al ENnewu. C- U ACCORDANCE WITH CODE SECTION ROT T.3-s EXCEPTION I. H{N•CONTINUOUS FOIRCITAL O 0-0' F•_-_-....-_-__-- ...... 16.ALL PRE-MMUFACTLRED FASTENERS AND COMAECTCRSARE TO BE*STALLED MACCORDANCE WITH _-11" - BAR AT TOP OF WALL 7-0' NONE HONE NONE NONE NONE INbNE Si' ' NONE I NONE Wed: •f '+ II THIS MANUFACTURERS LY REQUIRED T I ~~'�- A S-0'OR LES$ L UO 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL RETORT FIRST FLOOR VON-BEARING FOUNDATION WALLS NONE NONE NONE NONE NONE NONE NONE MORE I NONE �Wy 1&CAFIE ES TO BE TAXES DUR O CONCRETE PLACEMENT TO MRAUQE INADEQUATE HORIZONTALµO �/ M I CONTINUOUS MORSOBTAL y.6• PUN)PIAmo: Nick MORJOn 55 VERTICAL BARS @ 2S.'0.C.-----"--'-'-' .4 �'\ Gar NONE NONE 38' 'J6' ACNE T•- 2S.' I NONE CIAGONAL COLD WILTS.AND TOPREVENT THESE JOINTS ENTIRELY N WALLS WER WATT YERTGAL BARS Ep 2S.'QC.TSP- CENTERED INWALL IOAID N �\ '38' •NOTE NONE S6" NONE NONE 2A' 2A' 1 Iy REINFORCEMENT.p[K:QUATELY WBRAT€CO'/CRETE AT POTENTIAL JOINT LOCATORS ASREOLf1E0. THE REDUCTION OF CRACKING ti� 91sT-0'OOWELBT 77 oz.-- F-0 HONE Da16: 1-t-7 IleCnse Nu.nDbt: 4B655 *w RASED ON PLACEMENT CONDITIONS TOELIMINATE IONEYC0A10ING AND TO ENSURE WFFIIEMBONDNG � 1'AIA CI-0.CONCRETE MAX5•MIN.EMBED! H CONCRETE Fa' 0 *ACHIEVED. ANO BACKFLNG ISSUES PRIM I \ FONDATKDN WALL I b1489NLpA0E INT NONE NONE NONE 3W NONE'NONE ]5' NONE I NONE CO TO TOP OF WALL PINNING , IS.TOPµp BOTTOM O iOUNpATDN WALLS ARE TOW LATE RALLY SUPPORTED PRIOR TO BM.KFL11N0. L --OPTNYAA.T Pl(SD iN5ULAT10N ON 1 J _ 7NE NONE___NONE _NONE NONE WINE.NONE 3C NONE' NONE MEMS AND METHODS OF LATERAL SUPPORT AW BY OTHERS. I < ----- r Fc *4WD'DOWELS D AB-OD- II' -TT INSIDE FACE AND UNDER , :Ai �` E-0'Oi LESS NONE NOW -HANE NONE NONE I NONE NOW NONE I NONE t.J MAX 15"MIN.EMBED) Lam_-„�J`"\ SLAB ON-GRADE FOR 24'WA "a NOW IF FL.COW PSI ~l''--UNRENFORCEDCCMCAETE I'-�_"--UNRENFORCED CONCRETE STRIP STRIP FOOTING SEE SST FOOTING PER CODE OR IN SLALOM 1407 SIRS SWOP FOR FROST AS GENERAL STRIP FOOTING SIZE GLADE DESIGNER,AS AN ALTERNATIVE OWE �u LW AA REQUIRED PER SITE DESIGN) USE TARLE SHOWN AT LEFT NOL ONEATORY TWO-STORY Pitl_512'08-]tt.AIN 5T2 DATE: STRUCTURE STRUCTURE EQUIVALENT VERTICAL DEBAR SUBSTITUTION TABLE "'RHI""so ny'a,Pn re..m 6-16-17 DETAIL ABOVE MAY ONLY BE UNITIZED FCR A LENGTH OF HSTF 2000 PSF 16'RIDE KW THICK EC'WOE•S THICK REVISIONS: -'----' -'--"--- I6N2A-.05Q 10".M p 12'(ORME 40•M p F(GRADE AO)IWO 10-I I-17 Cl) NOT PSF Err TABLE OYEIS THIEL,26WDEA ODIZE THIcK 16E36'.F5®2A'.IAD 16-TGRADE60U•M®I2'IGRADEADj NOTE:TABLE ABOVE IS A GENERAL FOOTING SEE GUIDE THAT SHOULD EE VERIFIED BY HOME SITE ADDRESS: DESIGNER ANO IS BASED ON ET.O'FLOOR SPARS 5 WED-ROOF SPANS ONE•.12yN(GRADE CAI 10-26-17 CD WALL SECTION I-3-17 CC) CO („E.1) E KEENER'UNBALANCED FILL REBAR TABLE 1i_i-- WALL SECTION 8+,/ FW,.HEIGHT WALL CONDnKAN Cry Swim MN 21p:_ DRAWN BY: KH PEERS W,101111 7.001 ^ 2019.1.NO. 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Z S 739 CONTRACTOR v�(x"76v 2tQ 5 &/I DESCRIPTION /— / 46Z W FOOTING 0 DEMO-FI AL 0 SEPTIC FINAL ti. ❑ P RED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT --1 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP _ 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES NO 2 COMMENTS: jebti&k ` jaer t.54,c rre> 64 CC a - rw►f �O� / oCC 51i`G cf _ CC ."- / y `" fes' /44/,I r c /(nc 0 4. 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(952) 249-4600 Owner/Contractor on site: Inspector. 1 H^' White Copy/Inspector's File Canary Copy/Site Notice C— IID DATE TIME CITY OF ORONO CALLED IN INSPECTION.IjOT ESCHEDULED 21-1 ' PERMIT NO.d-017— Oil 0 COMPLETED 7 gi_p_i_s, i ADDRESS e& OS S /) o2T ...7, 0 OWNER OWNER TELEPHONE N;;.--9e,) �/ 5- CONTRACTOR o '1 �r'� i DESCRIPTION Poll . \ r `�wr ❑W FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q1gDURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING y ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v 0 DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO vii COMM EN LAI ✓ —000e.✓ E= 1 /1e'�'�! 4••••. o ..- ti.sh �c,-G 'cue re/4-16.-e-,--5 ter. cc ert, • — 0 QC I'e cz '4 G (< ` '—®ace•� 12 W Z W CC G W O WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE Ct IQ a(,QRRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY O(..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site:/ Inspector. ` White Copyllnspector's File Canary Copy/Site Notice DATE TIME 7 CITY OF ORONO CALLED IN INSPECTION N�TICE 4.4fip SCHEDULED AI " 0 PERMIT NO. `�✓17-a1COMPLETED ADDRESS0.0.5-- . ez -C /2 leL OWNER 1 TELEPHO ' NO.&1A-qi9 J 19 X70 CONTRACTOR • DESCRIPTION d / ( w ' Ln W ❑ FOOTING 0 DEMO-FINAL 0 S PTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILL NG Qi3OUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL • 0 LATHE 0 MECHANICAL RI 0 SITE INSPECTION cr 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL • ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNER/CONTRACTO F22‘,,4-4- .-y S' RTO MEET YOU:_YES_NO 51 COMMENTS: / re•-"rx'---7o� Od — D/< - 6 /KC,ir1. Le, 8" 6,O /Utc motif,— ina vi n. 4.-k_ �`bwb0• j Fo.4... 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