The URL can be used to link to this page

Home My WebLink About2013-00572 - new structure CITY OF ORONO II11 II1i10 /1111111 11110057 11 2750 KELLEY PARKWAY DATE ISSUED: 07/26/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1565 FAIRVIEW COTTAGE LA PIN : 07-117-23-43-9999 LEGAL DESC : ORCHARD BEACH : LOT 5 BLOCK 0 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 724,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL, FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION, WELL(STATE),ELECTRICAL(STATE) NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL: NOTE: BE AWARE,IN THE EVENT 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-9,k$10,000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL: NOTE: PRIO O THE START OF FRAMING AN AS-BUtb FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY OR A STOP WORK ORDER WILL BE ISSUED. INITIAL: APPLICANT PERMIT FEE SCHEDULE 4,576.75 J. SCOTTY BUILDERS, INC. STATE SURCHARGE(VALUATION) 362.00 7935 STONE CREEK DRIVE CHANHASSEN,MN 55317 TOTAL 4,938.75 (612)701-6315 Minnesota State License#: BC001825 OWNER MARY SNYKER BECKER,TIMOTHY BECKER& 3432 19TH AVE S MINNEAPOLIS, MN 55413- 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 Applic P • ignature Date Issued By Si ature ✓ / ' sate SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED A:OVE. r CITY OF ORONO it q?3 8. 75 BUILDING PERMIT APPLICATION / el?' FOR NEW STRUCTURES OR ADDITIONS e �oV Mailing Address: Permit number: o?t9/Zj- C O5 7o ' O PO Box 66 c Crystal Bay, MN 55323-0066 t�j Date received: /v a(o-/.3 �'j') Street Address:' v� : : ee: py � foc 9�1. O y E G 11-- t"�&ESHov`� J Orono, MN 55356 ��3 - cS 7/ Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us V}rj j rtc Ct 7-LO-1.123 This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: w / Job Site Address: /5b6-- laic vie IV �G 7171 44 t Lan _ Will this be a Parade of Homes, Remodelers Showcase Home or ottier Display Home? ❑ Yes _ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: -R), .S 7`i 3 u,. id¢/S /t,/c-, State License# ,�C O '/ggS— " Expiration Date: 3/3//mac,/, S— Phone: (cell) &/2 - 76,/- 6, 3,j (office) eiS� - y "7 O ._ 7k7 Q Mailing Address: 7935- 5-fon✓e jre'ex /2 Cit :6f,e4"✓h4-.Uf«✓ ZIP: --C-S-3 I 7 Contact Person: Vis• -F i44 u;,y,.,.i S Applicant is: on ractor / Homeowner (Circle One) Email and/or Fax: , Sc,. /cge0_ 6 ,i4,4_;/,co1,-‘ FA,- GS2- X70 - S‘_.1-C>2_ PROPERTY OWNER INFORMATION: Name: MA 2.,y cf, Ti ,+-i 13 e c/-C2 Phone (day): ki 2 - et/S`- i Z 71 Address 3 S4'.3 2. i y1 a ✓c. .s', City: frtp/c ZIP: S"S'c 7 Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: /tc • g 0 A2 chi lec is Phone (day): (o/"a - /p- 9& Z ` / Address: 9e/00 ,,y1,„✓ / (-t54,t/7te 3 City:A/1 / ZIP: STY/4' Email and/or Fax: ,F-4..ic .,4,,3 .-- 37-0 .- �/9 PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal & Water Supply Eii New Construction DI Single Family withResidence ❑Addition attached garage 0 Garage/Accessory Bldg. 11 Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may also require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial 21 Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org c� $ Estimated Construction Valuation (excluding land) 7d / 000 . ov STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= ej�i.Z" Number of bedrooms= / El Wood/Frame b.Width (ft.)= W' « Number of garage stalls: ❑Masonry Areas in square feet Attached= ') Eli Metal c. Basement= •.67(/'SDetached= ID Pole Bldg. d. 1s`Story = aPi0 ❑ ICF e.2nd Story= El Prefab ❑Off-site Prefab f. 1/2 Story = El Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable 0 Permit Application iii 0 Proposed Building Plans 1 0 MN State Energy Code Calculations and Mechanical Code Requirements Form 0 Survey(meeting all requirements) ❑ 0 Stormwater Pollution Prevention Plan ® ❑ Hardcover Calculation(s) ❑ ® Septic System Site Evaluation Report ❑ El Access Permit ❑ al Wetland Buffer Improvement Plan ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ 0 Plan Review Fee ❑ 0 Application Escrow&Agreement ❑ 0 Other. 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: cf . Date: (,/,z s'/1 IOwner's Signature: -i -1 - Date: L (24/13 Now \ JQ. 5 i rVi Cot 14,6,e_ - PLAN REVIE CHEC LIST FOR�jNEW Af STRUCTURES /kk ADDITIONS Address/Permit Number: 11� O II k l ✓` o $ f Q Dr Description of work: i• -)et..-4) , F-- / Septic review by: P -6- Date Approved: Zoning review by: 1I ,� Date Approved: 22' 3 Building review by: 0,.� Date Approved: -1 -1 U t 3 Grading review by: �« Date Approved: / i Zoning District: ( Zoning File#: Reso#: Reso Date: Zoning: Lot Area:5 - (SF/AC Width: Lot Coverage: SF _% Survey Submitted: s 0 No Date of Survey: ,...v 1-, L= Revised date(?): i- Proposed Setbacks: Front40 Rear Street) ( N S E W ) ( N S E ) Other Buildings Wetland � Sid Side a�/ 15 '' 61L .‘i-to, F, Defined Height: l J t--' Peak Height: 32 ' FFE: 1 341 E FFE minus 6 feet= cfq . I (Existing Contour) Perimeter(linear feet) = 11-15.J 50% = 1 '6-1,15 of Stories f "-- Ok? 0 YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: The distance between the lowest FOR A BUILDING ON A SLAB FOUNDATION: /ko START WITH proposed floor(of the basement or crawl space)and the highest point of the roof. START WITH The distance between the top of slab and If you have a... the highest point of the roof. If you have a... • GABLE OR HIPPED ROOF(no • GABLE OR HIPPED ROOF(no windows): Subtract half the windows): Subtract half the distance distance between the highest point between the highest point of the roof of the roof to the low point of the to the low point of the corresponding SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof (BASED ON ROOF • GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with I �, TYPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance I--) distance between the top of the between the top of the highest highest window and the highest window and the highest point of the point of the roof roof • ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(flat, mansard,etc):No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to ii D basement/crawl space floor and the EXISTING the foundation. \� (BASED ON EXISTING highest existing grade adjacent to the GRADES) 1 GRADES) foundation OR 10 feet(whichever is less). EQUALS Defined building height EQUALS Defined building height Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff AYes D No 0 N/A 0 Yes ,0 No D Yes D No Permit Number: 13 - 259D Yes 0 No 0 N/A Setback: Stormwater Quality Existing Proposed Variance Required CUP Required Overlay District Tier Hardcover Hardcover 6-17C) � ��t��Z D Yes D No D Yes 0 No Io Type(s): Type(s): Updated: January 2013 v:\forms\plan review checklist 2013.docx • REMARKS (in-house): Fees to be Charged YES NO Permit. Plan Review 1/- State State Surcharge y./' Investigation Fee �✓ SAC—Number Of SAC Units,Tmgrst eou c, =pvior►,.: p o,. :`: j.✓... y4t z 91/ 1 - `1 71 Other(specify) c/ Square Footage $per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ r 0 0 0 o Orono Inspections Required Work Requiring Separate Permits Required State Permits O Site „Er Plumbing D Grading/ Filling ,13/Well D Hardcover Removal ,0'Mechanical D Fire -Electrical Footing D Septic D Water Connection ,0"Poured Wall ,'Fireplace Sewer Connection ,Foundation Survey ,Masonry IA/Lawn Irrigation ,2 Radon Rock Bed Mfg. 1' Framing D Other(specify) insulation As-Built Survey pr Final O Wetland Buffer O Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access: Existing: D YES 0 NO New: 0 YES D NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED Updated: January 2013 v:\forms\plan review checklist 2013.docx SI � � to m //� - ., „...- .. si 1/ ig • ..---, / / �� / / /'" `'`-.-- IQrG \ '`.,N/Q7"--.L -. `\ . 04i..-• :nu. ..- llitto , / - • .....\sy,. 1 \ _ / •le / 42 9 _ t _ • -- - i -, / - 943 iso s _ w /� tet . v - wRilt., a.� `�Sp ~- •. V ' j'... ' . +r _ `_ fi) gy•p.��' ��,\ ♦�` • �� ,o N'\ _. - _-_ + . .o .1::_-14 / ..* ;.. .4-- - _ _ --• CO . -."945 .9 --- - "... • '..,„ �. 4 .• i . q� : 742 4 4,,„. ._ _ __,_ ... . .,„ r. ,5. ,,,,,,,,, o ,,,,:, ., ,.. ,,... ... 4,://,..,,,..,.__., ,.. ,... _ ._ ...:.,... ,.._ _ c„ _}....., ,,,.. , -, •.,, ,, ,,, s.,._ ,..„._ ., . .. , .. i, 4 4*o_ .... ,.. ---95, . • ...._. • ,, , ..... - , , , _ ,..._. ..., _. . _,. _ . .... _ __ , ,.. „..._ ,,f W.1 - aor- 41t:..e0" ,. S/ ,� n - ,� RfiH 1 $ ,... :- 2 .• .. g 4 — - 953 •• - ' •• .4 ..44 `9 j .rte'° y ss 'Al • ,_ �s Jen V7 / fly w., t _ 200 _,, y• k 1 ami$ ` ' _ Q�. �t„�ff ��^'. ` �- 4 s • ( ( t� N -- - ,'Z Cb - '' ` '''''' , o E cam ° / (0m - f 5t ') ca p \ t •\ y e -, a a i w • Tit__ sly ` si , `z t i 1 Cti O ti • •• C\ ‘ 1 3 .!. II1I II 11 II II 11 11 11 `' --XI `„ • a N tl --k 01 NJ V r V v LD C-k) nJ nJ .D Melanie Curtis From: Melanie Curtis Sent: Wednesday, July 03, 2013 12:15 PM To: 'jscotty1988@gmail.com' Cc: 'Tim Becker'; Christine Mattson Subject: FW: 20130703 1565 Fairview Cottage Ln 2013-00572 Attachments: Escrow Agreement- Building Permit w Erosion Control.pdf; Principal Structure Demolition Permit.pdf; Demolotion Permit-2013.pdf; Hardcover Information Packet-2013.pdf Jeff Engineering and Planning departments have completed a cursory review of the submitted application for a new home. Please see and address the City engineer's comments listed below; your survey may need to be revised to include or clarify the additional information requested. Your surveyor should complete the attached hardcover calculation worksheet. A permit will be required for the demolition of the existing home on the property; a demolition permit is attached please complete and submit along with the attached zoning disclosure form and escrow form. The property owner must sign all of the attached forms. A $2500 permit escrow is also required. Please feel free to contact us with any questions and please note we are closed tomorrow for the 4th Thank you — Melanie Melanie Curtis Planning &Zoning Coordinator City of Orono 2750 Kelley Parkway Orono, MN 55356 Direct Dial: 952.249.4627 Fax: 952.249.4616 Planning&Zoning Office 952.249.4620 Email: mcurtis(a)ci.orono.mn.us Website: www.ci.orono.mn.us City of Orono Office Hours-SUMMER HOURS Monday -Thursday 7:30 am - 5 pm Friday 7:30 am - 11:30 am From: Jesse Struve Sent: Wednesday, July 03, 2013 7:37 AM To: Melanie Curtis Cc: Christine Mattson Subject: 20130703 1565 Fairview Cottage Ln 2013-00572 Melanie, I have reviewed the survey for the proposed house at 4199 North Shore Dr and have the following comments: 1. There are numerous walls show at the maximum 4' height. If the walls are adjusted and installed over 4' in height or if tiered walls are installed over 4' and are not separated by more than 2x the height difference (as measured from the back of the lower wall to the face of the upper wall), the applicant will need to submit engineered plans and specifications signed by a registered professional engineer. 2. There is a proposed wall along the SE side of the house which approaches the property line. This wall is shown approximately 5' from the property line. City Code requires the wall to be at least 5'from the property line. 1 3: Are there any easements on the property? The City has a sanitary sewer line along the north portion of the property. This should be shown on the survey and any corresponding easements should also be shown. 4. There will be extensive grading within the 0-75' zone, but this grading is to restore the land after the existing house and driveway is to be removed. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us 2 • Jesse Struve From: Jesse Struve Sent: Wednesday, July 03, 2013 7:37 AM To: Melanie Curtis Cc: Christine Mattson Subject: 20130703 4199 North Shore Dr 2013-00572 1 .5(.405 iktA t co ) a yz Melanie, I have reviewed the survey for the proposed house at 4199 North Shore Dr and have the following comments: 1. There are numerous walls show at the maximum 4' height. If the walls are adjusted and installed over 4' in height or if tiered walls are installed over 4' and are not separated by more than 2x the height difference (as measured from the back of the lower wall to the face of the upper wall),the applicant will need to submit engineered plans and specifications signed by a registered professional engineer. 2. There is a proposed wall along the SE side of the house which approaches the property line. This wall is shown approximately 5'from the property line. City Code requires the wall to be at least 5'from the property line. 3. Are there any easements on the property? The City has a sanitary sewer line along the north portion of the property. This should be shown on the survey and any corresponding easements should also be shown. 4. There will be extensive grading within the 0-75' zone, but this grading is to restore the land after the existing house and driveway is to be removed. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661- Direct (952) 249-4616- Fax www.ci.orono.mn.us • June 26, 2013 City of Orono To Whom It May Concern: J. Scotty Builders, Inc. is submitting a Building Permit Application today for a new home to be constructed at 4199 North Shore Drive, Orono. The home owners, Tim and Mary Becker, are in the process of having the address changed. The new address would be 1565 Fairview Cottage Lane. All our documents that we are submitting today have the 4199 North Shore Drive address because that is what it is now, but in very near future will change. Thank you, 14 Jeff Will ams President J. Scotty Builders, Inc. City of Orono oti0�.. Hardcover Calculation Worksheet yE c li Property Address: iiv N/f, SHz r) it,,e 4tj Prepared by: ur cLe_veYs. cry Date: 6 is._zri3 Stormwater Quality Overlay District Tier: (Circle one) Ties Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet ( Im1AIa)'-� (Garager r a'' .;) ;,; . " .'d7 lit : ,�r''� i )., A evir-�i/V(i .. / 2g. i/g�'j5' S.F. B Eoa ja re 4)$2.)\c4 w44/- /f2. 6gS-- S.F. C La 1r�:.� pia 1 V' A. / ae(� /, 5f,3 S.F. D l S.F. E ,eF T,,,,✓J41 AVAL.L Alirr-i/A) 7 S^ S.F. F j-71'e-r 0 A7 LAK, pc Z i Z / S.F. G S.F. H I.?1_TAi Aii moi, IV A i_r__ iv:,7 1,! j 1 I/iLI ra�r S.F. ' I c r �i:, ; cY LrArr- *O 75,(/ 1 `' S.F. K 'TrAin/,i ivlA/J . Alz., i iii,FiAi _ S.F. L 7S- �z rz -B �=- 4.14 K6 5 0_ / S 8 S.F. M S.F' N .. / 6.n /0,c /2 5 / 2 s_.. S.F. O S.F. P _ S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. — V S.F. _ W S.F. X S.F. Y S.F. Z S.F. (1) Total Existing Hardcover C/ 2 y S.F. 'Excludable Hardcovery(See C y,C : , 1 .:t * 4_r y^ z>; ft 4 V ',p r tii �SeC'7�- ,(iAiry/tet,'f, IJAt4•S ND 7 . S.F. <i//•rn,,u -7 S i--.":1,z.,-i- = L 'a• 44r, S 8 S.F. /2/....i-Al//v/4/1.i y✓sa[.d._s Aly "r S.F. &iV- //L) 7s �rcr:-T 7 ' %a✓.i —7S S.F. S.F. (2) Total Excludable Hardcover / 3 3 S.F. (3) Net Existing Hardcover [Subtract line (2)from line (1)) 4 / y3 j S.F. (4) Total Lot Area 5-21 S Z 0 S.F. Existing Hardcover Percentage [(3)_ (4)] i n Yo (Proposed Hardcover next page) January 8,2013 • City of Orono oNo\,, Hardcover Calculation Worksheet �� 1 Property Address: C.(1 Cj /t/o/Z'n- 2/yv/ZL L'/zi z \'4 . Prepared by: ' Date: L� •f --0/2-ii �a� v z s An /s Stormwater Quality Overlay District Tier: (Circle one) Tier 1% Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) '-(exa`#x ,* 0444i VA .. a ,.,.:;.,f„,.;1,,,,,: .,,i , ,amu, 4**.k S�i"4'a l,.<3�., 'v < �i,e h'ewe 4.... A v/c-oiwi //Z/Z. 3S g -7 S.F. B PA T ► v [2- x / 7 12_o 4-/ S.F. C Pr)e.c--d-I ( (2-CZ . -2'- / S.F. D "7;7/ Dig t,/i1 C.k (C-/2oA1--) / /Z� <5.--i S.F. E ..----,1 /.- 6.1.x`r ( v Ri2PILar) LI S x c 2. 2 S.F. F pg.]yc�.,61-” I R-2_ 2�'�e'i `j S.F. G S.F. H ,-X,Si/Ail Watt- -1 5 j '7 S S.F. J /?`f;)c,-) -,,:-�� ti/AL--CS / 0 X 2 i/7 1-1S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q 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 --7 y o Z S.F. xcluiiiib ' f 7 s0 O e % 3 "ig t " e 'a i 5 '�" fir#1* EK/sr/nth u-i s 7Sic I 7S S.F. 17YoroEP 1,•3i(s Ziv,; z 4-2-c? S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover '-/ 9s- S.F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)1 (,r 07 S.F. (4) Total Lot Area 52 S"Z ) S.F. Proposed Hardcover Percentage [(3):(4)] 1 3 I C January 8,2013 New Construction EnergyCode Compliance Certificate p OR �� COP Per NI 101.8 Building Certificate.A building certificate shall be posted m a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table NI 101.8. 6/19/13 RDS Mailing Address of the Dwelling or Dwelling Unit Orono,MN 4199 North Shore Drive ARCHITECTS Name of Residential Contractor MN License Number J. Scotty Builders Inc. THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply X Passive(No Fan) C o Active(With fan and manometer or u ?: other system monitoring device) — o • a ca o g U .a d E = a> U t5 'o c3' -G z i .. U • — vi vi G G, L3. ( O Insulation Location c . `-? U p w - _ a o w E E ,v_" .o t z C: r... r~ ° ri in Other Please Describe Here Below Entire Slab R-10 X Foundation Wall R-10 X Exterior Perimeter of Slab on Grade ' X Rim Joist(Foundation) X Rim Joist(1s`Floor+) R-19 X Interior Wall R-19 X ceiling,flat R-44 X Ceiling,vaulted R-38 _ 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): 0.29 R-value MECHANICAL SYSTEMS J Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System •N Not required per mech.code Fuel Type Natural Gas Natural Gas Electric Passive Manufacturer tv+A OA +h t ;v A Powered �r G Interlocked with exhaust device. 1.41/C--1.41/C--Model 4 � %'F3'q D A Sp( f*'7 0 Describe: Input m Capacity in Output in Other,describe: Rating or Size BTUS Gallons Tons: Heat Loss; Heat 3ef � vs, Location of duct or system: Structure's Calculated t,j I Gain: I 90% SEER: Calculated Efficiency cooling load: 4-�� 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): Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: j'j 7 High: I $` Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s)rated capacity in cfms: Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: "round duct OR Total ventilation(intermittent+continuous)rate in cfms: "metal duct Created by BAM version 052009 Scope of Work: UR1 U COQ Design and detailing of special wall cases for a cast-in-place concrete foundation for a proposed residence in accordance with the 2007 Minnesota State Building Code and the amended 2006 International Residential Code. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water-proofing, insulation, flashing, control and construction joints, and all other non-structural requirements are to be by others in accordance with the Code and standard industry practice. Refer to the architectural drawings prepared for J. Scotty Brothers for more information. Refer to the 2013 Standard Foundation Wall Drawings prepared by Oswell Engineering for all other details. Notes: 1. Lap all bars at least 48 bar diameters when required. 2. Hook all horizontal bars or provide matching hooks at least 24" each way around all corners and intersections. 3. The strip footing and pad footing sizes noted on the archs are adequate, u.no. Materials: Reinforcing Steel: Grade 40 (40 ksi) for#4 and smaller bars Grade 60 (60 ksi) for#5 bars and larger Concrete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi Soil: On-site material -Clay with 60 psf/ft effective active lateral pressure Backfill material at noted areas-Sand with 30 psf/ft effective active lateral pressure Allowable soil bearing pressure- 1500 psf assumed I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Ave,#2 Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin01 , Minneapolis, MN 55413 Project Name: Cast-in-place concrete foundation Minnea p Description: Notes and Scope Phone: 612-720-4639 '� Project# 13.049 Fax: 612-886-2966 , Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive, Orono, MN Page S1 of S11 Backfill area against shared walls with sand This wall section to be full height, not tall lookout as shown on archs ,,.. r r '+, .. i ,� i' , • IH-- I . ,. _ L i r — — —f . s , .......,. <____ ...Tram L—— I ) I ---L-->---- '.r. 1 TIS` 1 ` L L 1___: 1 11.--.4..., L J 1 ca[ 3 �; Iv I I ---I r 1 I I I I I L J L°J L J I s� 1 w.. .,'"'.�,.b l g ',PLANA I-1— ,� Z ^3 1I I1 I ! JiL ; 4 I 4) _11I I """' s I I ,rf• � u— • I .,. r te. I L° '� _ -t ---I_J I I---- ^°�- 5, f . I I ' cd L 4_.J I ;X 11 L— !_. ., i KtlN a.rIL+sMw�� I _,I , ,, ... ids. �i• •I .� , I 7 Ji "'"' '" Ltd Ij L— ti � ' 4 L i sI " I " t w En—� 1 I n— ! I --I 1'u+..r r , r , 1 L.,.LI— a I— IL I . - .... 1 ,.r -.-=;. I I Porch areas are to be backfilled with sand, Backfill area against shared wall with sand footing elevation at exterior walls to match house with all horizontal bars hooked PARTIAL PLAN around corners&intersections ,, • I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. 7 1 Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ;11:4,- ''''' ..7-t..,,'-',:::,--4. Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 Description: Partial Plan(NOT TO SCALE) Phone: 612-720-4639 0.� y' . Project# 13.049 Fax: 612-886-2966 2 Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive, Orono, MN Page S2 of S11 '- 24"deep mid-bearing floor trussesiiimWood framing by others © 19.2"o.c. max by others, www .4, connect each truss to the sill plate 94 , , w/a Simpson or equal A35 clip on ti3 : Paver stones over cast-in-place each side of each truss(Main Floor concrete slab-on-grade over rigid Elev= 100') u�m insulation by others (Patio Elev=99'- 7.25') 3`10 ftf. 57Y d,g6'/ Z Sand backfill, see plan D - 1: (2)2x6 sill plate w/1/2"diameter anchor �` 1-y- 1 bolts© 36"o.c. max w/7"minimum embed (extend bolt through both plates Ifle'{giVE. 11 Og &use 2"wide x 1/8"thick square or pCii/Pft-gtf. round countersunk washers) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") If aaF h � ) W (4)#4 continuous horizontal bars evenly N, Sd . „. b � •�,. spaced in wall height 76, W Y = - n. 10" nominal thick cast-in-place concrete foundation wall w/#6 vertical bars© - 4 24"o.c. max placed 1.5"from the inside , Y face (Top of Wall Elev= 99'-1") Fea =q. #4 x 2'-0"long dowels @ 48"o.c. max I w/5"minimum embed s r :.e.y < y Cast-in-place concrete slab-on-grade by others (Top of Slab Elev=88'-10.5") V14: gr,,,,,' '!:,-..-gr,.' yf 20"wide x 8" minimum thick unreinforced concrete strip footing SECTION Bearing wall @ screen porch I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 �� ,, Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 Description: Bearing Wall Detail at Screen Porch (NOT TO SCALE) Phone: 612-720-4639 Project# 13.049 Fax: 612-886-2966 Client Name: Oscarson Masonry LLC www.oswellec.com Pae S3 of S11 Site Address: 4199 North Shore Drive, Orono, MN 9 �.. • 44, 2x4 flat blocking between top Wood framing &rim by others chords in two truss spaces aligned w/sill blocking, nail floor 1 (2)2x8 blocking @ 24"o.c. max w/a sheathing to blocking w/at least =11 Simpson or equal A35 clip to the sill (12)0.131"x 2"long nails ` plate on each side of each set of t blocking �°` ,.. o_ Paver stones over cast-in-place ° � t 0 '� �k5ae concrete slab-on-grade over rigid ." gi -o '= 9 insulation by others (Patio Elev= 99' 7.25") trkitot z s E---Sand backfill, see plan 00 P s 0 (2)2x6 sill plate w/1/2"diameter anchor g it i g " �' bolts @ 36"o.c. max w/7"minimum M rigembed (extend bolt through both plates & use 2"wide x 1/8"thick square or LS f .a Di 4 � " a round countersunk washers) (Anchor 24"deep mid-bearing11 s•x r " bolt clearance between edge of both floor trusses© 19.2"O.C. wall and sill plate is to be 2.5") max by others (MainNit � 1° ? _ Floor Elev= 100') � , Cn 1 (4)#4 continuous horizontal bars evenly `" l'4` , spaced in wall height *g10"nominal thick cast-in-place concrete `- foundation wall w/#6 vertical bars© 24"o.c. max placed 1.5"from the inside face (Top of Wall Elev=99'-1") 14 �, - y #4 x 2'-0" long dowels©48"o.c. max �a � w/5" minimum embed" Cast-in-place concrete slab-on-grade by others (Top of Slab Elev=88'-10.5") raq '' 3 - 20"wide x 8" minimum thick unreinforced concrete strip footing SECTION Non-bearing wall @ screen porch I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION " ��x, 1901 E Hennepin Ave,#201 � 7 Oswell Engineering and Consulting, L.L.C. Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 E;,,, •' Description: Non-Bearing Wall Detail at Screen Porch (NOT TO SCALE) Phone: 612-720-4639 Project# 13.049 Fax: 612-886-2966 / Client Name: Oscarson Masonry LLC www.oswellec.com ° Pa e S4 of S11 i i Site Address: 4199 North Shore Drive, Orono, MN g is .. • 24"deep mid bearing floor trusses Wood framing by others © 19.2"o.c. max by others, connect each truss to the sill plate 1 ` w/a Simpson or equal A35 clip on each side of each truss(Main Floor (2)2x6 sill plate w/1i2"diameter anchor Elev= 100') .. VA- PA S t,...'-W4= bolts @ 24"o.c. max w/7"minimum y embed (extend bolt through both plates K1-11WM 2 &use 2"wide x 1/8"thick square or round countersunk washers) (Anchor W bolt clearance between edge of both i at 1-4 wall and sill plate is to be 2.5") §§ice� R ,i , �._, ; � Clay backfill, grade at least 6"below top - of wall A yel in (4)#4 continuous horizontal bars evenly `i err; spaced in wall height .P., teamoto 10"nominal thick cast-in-place concrete foundation wall w/#6 vertical bars 24"o.c. max placed 1.5"from the inside 1 ' face(Top of Wall Elev=99'-1") "„ #4 x 2'-0"long dowels @ 48"o.c. max ', w/5"minimum embed 4; kl:',;:— '1,-0,:,,. ; Cast-in-place concrete slab-on-grade 6 by others(Top of Slab Elev=88'-10.5") -1 K . „ / 20"wide x 8"minimum thick -. •7,,. / unreinforced concrete strip footing SECTION Bearing wall ©exterior I hereby certify that this plan, specification,or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 ' . Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 Description: Exterior Bearing Wall Detail (NOT TO SCALE) Phone: 612-720-4639liti Project# 13.049 Fax: 612-886-2966 Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive, Orono, MN Page S5 of S11 34" 1 2x4 flat blocking between top Wood framing &rim by others chords in two truss spaces aligned w/sill blocking, nail floor \ (2)2x8 blocking @ 24"o.c. max w/a sheathing to blocking w/at least 1 Simpson or equal A35 clip to the sill (12)0.131"x 2" long nailsnititgra plate on each side of each set of blocking 5r0,40 .5' (2)2x6 sill plate w/1/2"diameter anchor ice bolts @ 36"o.c. max w/7" minimum 'r'04-'77 I embed (extend bolt through both plates &use 2"wide x 1/8"thick square or ? � round countersunk washers) (Anchor 6" nominal width x � , . bolt clearance between edge of both ,_ a wall and sill plate is to be 2.5") 8"high stem 704 0 � � - r.o ''',,P,,"':;.!;:2:,n Cast-in-place concrete slab-on-grade i','—'';''',11 NNN over rigid insulation by others (Garage 24"deep mid bearing Slab Elev=98' 10'") floor trusses @ 19.2"o.c. =atini� x max by others (Main PA Sand backfill, see plan Floor Elev= 100') 3„ N 5.`e iii 'r? ,- (4)#4 continuous horizontal bars evenly N spaced in wall height 12" nominal thick cast-in-place concrete foundation wall w/#6 vertical bars @ 24"o.c. max placed 1.5"from the inside 1 face (Top of Wall Elev= 99'-1") #4 x 2'-0" long dowels @ 48"o.c. max g°- y w/5" minimum embed .:', pii*iix Cast-in-place concrete slab-on-grade by "�F'¢JF ; others(Top of Slab Elev=88'-10.5") i r 4 20"wide x 8" minimum thick unreinforced concrete strip footing SECTION Non-bearing wall @ garage shared wall I hereby certify that this plan,specification, or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave, #201 _ v'" t� Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 F Phone: 612-720-4639 Description: Non-Bearing Wall Detail at Garage (NOT TO SCALE) Project# 13.049 Fax: 612-886-2966 Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive, Orono, MN Page S6 of S11 • 2x4 flat blocking between top Wood framing &rim by others chords in two truss spaces aligned w/sill blocking, nail floor \ (2)2x8 blocking @ 16"o.c. max w/a sheathing to blocking w/at least teal..�F, Simpson or equal A35 clip to the sill -w s plate on each side of each set of - ,,, (12)0.131"x 2" long nails 5 k blocking 4�4,," w _..�:f ,._. �� ri �` �' (2)2x6 sill plate w/1/2"diameter anchor r � ��, bolts @ 24"o.c. max w/7" minimum , 9 embed (extend bolt through both plates e � • & use 2"wide x 1/8"thick square or - F round countersunk washers) (Anchor F k ` ua bolt clearance between edge of both 6" nominal width xti, wall and sill plate is to be 2.5") 8" high stem 1 "i=4"1-, r t* 2x4 flat blocking between top Wood framing &rim by others chords in two truss spaces aligned w/sill blocking, nail floor \ (2)2x8 blocking ©24"o.c. max w/a sheathing to blocking w/at least 'l -4 Simpson or equal A35 clip to the sill (12)0.131"x 2"long nails Iplate on each side of each set of blocking � " � ` r �' t Cast-in-place concrete slab-on-grade 1� ;= over rigid insulation by others(Porch We �` Slab Elev=approximately 99'-6") V11444 t A s !. .E....---Sand backfill, see plan lid*rj,,M6" nominal width x 8"high stem iti0 w al B� § 9' E.4; (2)2x6 sill plate w/ 1/2"diameter anchor - RZt�� bolts @ 36"o.c. max w/7"minimum embed (extend bolt through both plates W_xr & use 2"wide x 1/8"thick square or 24"deep mid-bearing a 4f -m round countersunk washers) (Anchor floor trusses @ 19.2"o.c. bolt clearance between edge of both max by others (Main = wall and sill plate is to be 2.5") Floor Elev= 100') �� Vii' in a— (4)#4 continuous horizontal bars evenly N ',444 spaced in wall height oit; w 12" nominal thick cast-in-place concrete 0 rAtitir/1 ' foundation wall w/#6 vertical bars© 24"o.c. max placed 1.5"from the inside face (Top of Stem Wall Elev=99'-1") #4 x 2'-0"long dowels©48"o.c. max ': w/5"minimum embed Iti Cast-in-place concrete slab-on-grade by others (Top of Slab Elev=88'-10.5") tri.<. V - ,; �1 3 4 20"wide x 8" minimum thick ice'�~ unreinforced concrete strip footing SECTION Non-bearing wall ©front porch No blocking required at stair I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: Cast-in-place concrete foundation Minneapolis, MN 55413 Description: Non-Bearing Wall Detail at Front Porch (NOT TO SCALE) Phone: 612-720-4639 Project# 13.049 Fax: 612-886-2966 klgClient Name: Oscarson Masonry LLC www.oswellec.com , Site Address: 4199 North Shore Drive, Orono, MN Page S8 of S11 ; 2x4 flat blocking between top Wood framing &rim by others chords in two truss spaces aligned w/sill blocking, nail floor (2)2x8 blocking @ 16"o.c. max w/a sheathing to blocking w/ at least ,' ". Simpson or equal A35 clip to the sill (12)0.131"x 2"long nails4#0 plate on each side of each set of blocking y el�4'E= m`T'�i("y"a'' - �`� � (2)2x6 sill plate w/1/2"diameter anchor � y bolts @ 24"o.c. max w/7"minimum ��Wrii � embed (extend bolt through both plates & use 2"wide x 1/8"thick square or r- ,PrimoMg round countersunk washers) (Anchor s. "kyr p. 8"nominal width x bolt clearance between edge of both � � wall and sill plate is to be 2.5") variable height stem �� v � �� • ;;;;„:::::::, ''.' (6"ledge) g� r� � t 7-. Stone veneer, see archs 24"deep mid-bearing floor trusses @ 19.2"o.c. max by others(Main Clay backfill, grade varies Floor Elev=100') s 4,- ::;tf o 7: :t::::m:,' (4)#a continuous horizontal bars evenlyr spaced in wall height 14"nominal thick cast in place concrete foundation wall w/#6 vertical bars @ a 24"o.c. max placed 1.5"from the inside - k face, extend to top of stem (Ledge ��° °; Height Varies,Top of Stem Wall Elev= f '13-lig; . II) Y— 'a'r }-_ 99'-1 3 +5 3 #4 x 2'-0"long dowels©48"o.c. max 7 w/5"minimum embed Cast-in-place concrete slab- t-4 lab on-grade i pi. pf*zg a by others(Top of Slab Elev=88'-10.5") V , r 24"wide x 8"minimum thick _H7._,,,4igl$1.-!!!ii;.,,I,::::,:?Fi?!.t;iirr:j:77 7-7:-.,,,,:';,,:;,::„..,:,, / unreinforced concrete strip footing SECTION Non-bearing wall at front veneer I hereby , fi , was prepared certify by methis or underplanmyspecidirectcationsupeorrvreportision and that I am a that dulyprofessional engineer under the laws of the state oflicensedprMinnefessiosota. _----__,--5C4_ Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901E Hennepin Aye,#201 ,,,,e,7,0,,,,,;44, rilte, Project Name: Cast-in-place concrete foundation Minneapolis,MN 55413 Description: Non-Bearing Wall Detail at Front Stone(NOT TO SCALE) Phone: 612-720-4639 Project# 13.049 Fax: 612-886-2966 :'te Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive, Orono, MN Page S9 of S11 � ,�* 2x4 flat blocking between top Wood framing &rim by others chords in two truss spaces aligned w/sill blocking, nail floor \ 2x8 blocking ©48"o.c. max w/a sheathing to blocking w/at least >,1x ' Simpson or equal A35 clip to the sill (12)0.131"x 2"long nails ,F` plate _ 3,Q (2)2x6 sill plate w/ 1/2' diameter anchor r 4� � bolts @ 48"o.c. max v+/7"minimum la f 00 A .� 1 embed(extend bolt through both plates 1 lb:1$ „�., , &use 2"wide x 1!8"thick square or € round countersunk washers) (Anchor 111,5i3 bolt clearance between edge of both - ,,,,A#W.; and sill plate is to be 2.5") jignA 24"deep mid-bearing floor trusses© 19.2"o.c. 744,111', 0,41-=',, floor max by others (Main Clay backfill, grade varies, grade to be Floor Elev= 100') ; ,' at least 3'below top of wall P !� 0,7 ` ..1 ;� (4)#4 continuous horizontal bars evenly spaced in wall height • t . w 10"nominal thick cast-in-place concrete 11 foundation wall w/#6 vertical bars© 416144:4 : 24"o.c. max placed 1.5"from the inside face(Top of Wall Elev=99'-1") z #4 x 2'-0"long dowels @ 48"o.c. max ' ;"' w/5"minimum embed Cast-in-place concrete slab-on-grade A' by others (Top of Slab Elev=88'-10.5") V • 44p 41341,z, 20"wide x 8" minimum thick � �� unreinforced concrete strip footing SECTION Non-bearing wall at rear I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell, PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting, L.L.C. 1901 E Hennepin Ave,#201 Project Name: Cast-in-place concrete foundation Minneapolis,MN 55413A.ri Description: Non-Bearing Wall Detail at Rear(NOT TO SCALE) Phone: 612-720-4639 " Project# 13.049 Fax: 612-886-2966 , Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive, Orono, MN Page S10 of S11 . t Top of Wall Elevation = 104'- kg41.4P4- 10",grade varies, but is to be at least 6"below top of400 wall(clay backfill) . ofd 95 as < E}�rtL°a3 8"nominal thick minimum cast-in- place a Mgr concrete wall above ledge w/10"nominal thick wall below • slab w/#6 vertical bars @ 18"o.c. placed 2"from the rear face #4 continuous horizontal bars @ 18"o.c. Cast-in-place concrete garage slab-on-grade over rigid insulation #6 x 5'-0"long hooks(4' by others(Top of Slab Elev=98'- vertical leg& 12"horizontal 10") leg)@ 18"o.c.placed 3" above footing bottom&2" reeTP from rear face of wallIEli ,s, 12" 12"thick x 4'-6"wide cast-in-place concrete footing w/(5)#4 i continuous bars @ top&(2)@ bottom as shown (provide 3-6"' min depth from bottom of footing to top of slab) WALL SECTION #6 x 4'-0"long transverse bars at garage rear&side @ 24"o.c.placed 2"below top I hereby certify that this plan,specification,or report of footing was prepared by me or under my direct supervision and that I am a duly licensed professional engineer under the laws of the state of Minnesota. Craig Oswell,PE(MN#42341) 6/22/2013 ISSUED FOR CONSTRUCTION Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 Project Name: Cast-in-place concrete foundation Minneapolis,MN 55413 Description: Garage Wall Detail(NOT TO SCALE) Phone: 612-720-4639 Project# 13.049 Fax: 612-886-2966 Client Name: Oscarson Masonry LLC www.oswellec.com Site Address: 4199 North Shore Drive,Orono,MN Page S11 of S11 ; ra 1/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICESCHEDULED ((-3 02 O.0 - PERMIT NO.(12b/3-Du 4---COMPLETED ADDRESS ADDRESS 15(05 f OWNER TELEPHONE NO. 2S"( 6 2,7? CONTRACTOR J S C o /t'f DESCRIPTION (5)01.V2-J2_6( Q W 0 FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ct El POURED WALL CI MECHANICAL RI ❑ LAKESHORE/WETLANDS h ❑ FRAMING ❑ MECHANICAL FINAL [11 TREE REMOVAL • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • ❑ FINAL El SEWER HOOK-UP ❑ COMPLAINT -4 ❑ DEMO-SITE 0 SEPTIC MAINT. ❑ FOLLOW-UP i0 DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO Col COMMENTS: cr W 0 cc U..O W W W CC OW ,$ LQRKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ID CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. `L White Copyllnspector's File Canary Copy/Site Notice DtA�E' TIME CITY OF ORONO CALLED IN �h,J �_ INSPECTION NOTICE 7� SCHEDULED //-1 1- 3:C7� PERMIT NO�d3/ !- 5 1 CRMPL ED ADDRESS `5�J 9zArvii i• OWNER _ TEL 0 E NO '! -138 CONTRACTOR 0 M.51 a DESCRIPTION war ii lai ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q 0 POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS " ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL • ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS is ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP LIJ ❑ DEMO-FINAL 0 SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z JJ OWNERICONTRACTOR TO MEET YOU: YES?(NO ccil• COMMENTS: cc W a. j O f/cc7( cc O W cc Q 2 W Z W cc d W2 iWORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W CICORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.3 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN p CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: 12,5 Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED /1-5/3 PERMIT N (3- �570�C PLEATED ADDRESS G� = OWNER T PHONE NO �� /3g7 CONTRACTOR \J .3(� i -7,15 . '' 3, DESCRIPTION , I- • ❑ FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING 14. Q ❑ POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS " ❑ FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL 0 INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION IX ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS Is ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE 0 SEPTIC MAINT ❑ FOLLOW-UP Lu ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc W O cc W cc Q 12 W cc 51•087-4/ SATISFACTORY:PROCEED U PROJECT COMPLETE CC W CICORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site- Inspector: White Copy/Inspector's File Canary Copy/Site Notice DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOT)CE ��SCHEDULED AMR' /o?. VS. G PERMIT NO. 'D .3_ COMPLETED „L at. /5105 C�„ Q OWNER TELE HONE NO. /Z 70/ 63/S� CONTRACTOR / S DESCRIPTION • ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO 1/4 CC• COMMENTS:0 Pretifoe, level ktc . 2✓e.g- Q .15`'C 3` Q. s 0e Aar - w. s;de — /vt4x 7Y/c 4 fie•K IAre.541 2. j /� d� O //® /be dais !' 6ti Fb N 5Y�$ D� fGIC (� 5e4 t Q-7e?GCe-55 /h tiik 4,91e✓ a**-4 e 13r Aoa 41,6 �'i•t� - •/frkcle Q4�/( ▪ Prou toe, ko.`` 5 A e/rOc k bbi(4,fAi5 G 4, O-r- 5,14(!f W W cz O W 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY OO 91ZRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP 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: 4rc-F Inspector. Q White Copy/Inspector's File Canary Copy/Site Notice A7 &-- DPyT TIME V CITY OF ORONO CALLED IN (( INSPECTION yOTI SCHEDULED 8/ 0-0 PERMIT NO. boo 00672-COMPLETED / ADDRESS 156 5 L C z I OWNER T LEPHONE NO.6/Z 701 65 LS-- CONTRACTOR 0 SC. 14Y0IcIA DESCRIPTION ad- -e i€e141-12Q---C 1- 0 FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS c") 0 FRAMING 0 MECHANICAL FINAL Q ❑ TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS is 0 FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE 0 SEPTIC MAINT 0 FOLLOW-UP _ 0 DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL v 0 PLUMBING RI 0 SEPTIC FINAL CIFOUNDATION/REMOVAL IC Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc LiJ Q. Co f�re.G' j�a PIs ?ersottlep cc0 tiff Ms,1ecfr:•15 cad ep'-f cc W Off work ' fe cc Q Po,met Fi tcre.0 W z IQ cc 0 LU 17 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED 'ISSUE CERTIFICATE OF OCCUPANCY CZI ❑CORRECT WORK,CALL FOR REINSPECTION __,X___TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN LI CITATION ISSUED El STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/C for on si Inspector. Q. I .,l~.. White Copy/Inspector's File Canary Copy/Site Notice J. SCOTTY BUILDERS Property located in Section 7, Township 117, Range 23, Hennepin County, \iinnesota Property Address: 1565 Fairview Cottage Lane Orono, Minnesota Benchmark: Threshold of exiatN }some from previous survey - Elevation = 949,1 feet The Gregory Group, Inc, d.b.a. LOT SURVEYS COMPANY Escabfiahed.in 1%2 LAND SURVEYORS SAYVq daka =ore car I& 15. 0 INVOICE NO. _ 81319 F.B.NO. 1069-03 SCALE: 1" = _ 30' REGISTERED Ui�IllER THE I_kWS 01: S'I'ATF,. C''); 'vfll�Pv1�SO_TA • Denotes Found Iron Monument 7601 73rd Avenue North (763; 560-3093 95S- C Denotes Iron Monument Xlil'nn♦*etap+rxllist, �finnesorlcar 5t5�428 �r1tl A 1t �a1x Nc 5♦60-r335�'2t Tt - u L L� r V iJ 1 s �:..r L i t i 1 4� + _. Denotes Nbad Hub Set for excavation only 9?4 - - - Denotes Existing contours NOt y�ch �" i Denotes Proposer! contours 953 - - _ 3170 Denotes Proposed Retaining Wal! r� 952 - - _ _ ._ _ _ _ _ --. - Qrt� x000.0 Denotes Existing Elevation E DD0.0 Denotes Proposed Elevation -.4- Denotes Surface Drainage NOTE: Proposed grades are subject to r'esultt of soil tests. Proposed bonding information must be checked with \ s3 approved building plan and development or grading =� plan before excavation and construction. Basis for g 1sem, \. Proposed grades shown on this survey are bearings is _ interpolations of proposed contours from the assumed 3+*W"MAWIfV f s S �® \ drainage, grading and/or development plans. qF" \Si \ \` NOTE: The relationship between proposed floor ' CD `, • gl, \ \ elevations to be. verified by builder. 948.0 ^ Wst my -,9W.94 . v r S; i , � \ 954. I Proposed Firs! Floor \5' Proposed Top of Block (House) 35 2 .� Proposed Garage Floor 943. Q \ P Lowest FloorS 81D�3A''I" E 8.54 - II c,o /.. . Proposed �ice/ r � `5 �,., i/ \ r w+ae atrp F < /- , Type of Building - ru11 Basement Walkout 11^ 14 Tao hical information from field measurements P l�F Stormwater Quality Overlay District is "Tier 1" / Q f �S - \ i Edi -fps - �. / , / \ / > is - -• ^- -'- - - .,...�.. - - _ / ! j' tf I J / No 4201 , , / -- Exlitrng t�'outi+ /00 94917 ai/I962- p / �t V % /i• � ,- 963 � J T � - jet: {> , !� t /��'•.r tE ippy I" � � �� h ,/i'� / \ > X96": __-y'------- `i�' / !/✓ `j ''•6,• I`I ''{�' J i �"�il V(1) 4"S O�.�,- / lirr. e1 �0• / I / / 1 ,t'/,�/_/l e \ ,� i yf \\ \\ \ X", \\ f pts -pyP .•'i . I! \ \ \ 7W 950.0 hs1Cl\`\ `� �` ` �� +1.. 1 4 BWe46.5 '' l t i \\ \\ +\\\ \� -\� - � Jy/ � '\ ., \ •; �'� p.lSt'<? 1.1 , ! / /i. II I ��; I-.Topwatl962.d \ \ \ \ \ Bottom W011956.0J), i' �^ f OP / \\\ \ \;\ \ X 7.4 932 3 - _ \ ci., A i 7.5 f _ P70100;5--d10P70100;5--d• � J 5ea-k Fop Wilt 960.D v . Hardcover , ! / , t h+ : , l 966.2 j . \, \ , h t Top p Wat195e o Lot area to 4l -IW = 52_520 5 ft+ \ I k t9? \ . • , ``� % , ' 1 U Bottom Wilt 955 0: q 3,997 sq ft_+ �r "11 ss7.o~ - � b ` \ I aL► I r Patlo 204 ft t\` i\`� R r'ole'•\ \°/ ga tr /� \ °k�ttom waB953.5: Porch = 231 5q ft+ Sidewalk - 76 5q ftp' ewDrryetafa�y T 2,399 5q ft_ \ rW 946 \ p��} , ( / l l 11 / / comer Palls r + ! J on 30".Oak \,\ \ \ \\ a / i { \\ \.t / f > ,h • (; Total 6,90 7 5q ft f \ \ V BW 948.5 ! ► t Paco , \ / �+ r \� t \ -" rop wan 9s6.o Percents e = 13.15475 \ / \ 7W 952.5 \ -\ 1r) `� MatcA 2 3� t Bottom Wal/ 953.0 r\ st9isa \ r s eortlwa \ /{ \\ >r \ \ Proposed \ \ I s :4. I r do r \ \ Sr+t Pence ^ . \ t\r , • + � \f, t', ' •Y., ! � l r , l 'C^ti � 929.4 OHW - contour Lots 4 and 5, ORCHARD BF.ACH and Lot 29, Highwood Lake Minnetonka Hennepin County, Minnesota Ali \\ 1` \ \ Hyl r\ �r9_ - \ \ \ \o ► �/: It; fi/ 6,17 � \\\ \\ ! V Survey Linc pd- Pr -Sun d1 L -4 18 X Q City of Orono a Planning& Zoning Plan Review - \\\ \�\\`\,r}•�' �\ / , � / ,. q a�nix\�r�t k! 9 \ \\\ \ \\\ VI \ % Site Plan Review Date: 1 '' \\\\a \ It: /'o\ .'rkau�eaobe cmerved PROVED \ \ \ \ \ \ L R \ \ E3 APPROVED WITH REV IDNS (see notes) liED n- \\\ \\l` \ .* \ . i r / r / r \m `n \ 5xi5tln e v m (0 \ 9 Garage \\ \\\ \\\`, \\�� I/ / I \ SIN \ <\l \\ ITY OF ORO SITE PLAN >o'ZAp f >E \\�\ \ ODI APPROVED WI R�ISIO SN \\\ \ ,,\ S `ROV 629.2 BY \ : DAT \` 4 \ \ LL \ \\ f \ - Exlstlnq f'loll5e No. 4195 A k ' Signed---- Gregdry.R. Prasch, Minn. Reg. No. 24982 2013 - W57 2 The only easements shown are from plats of record or information provided by client. 1 certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed land Surveyor under the laws of the State of Minnesota. Surveyed this 24th day of May 2013. Rev 6- 14-13 new house plan, shift house west Drawn By 5. ,,4�,,,,,o,,, 7-15-13 5anitar -manhole and service locations 9- 11- 13 retaininej wal15 File Name �)- 17-13 retaining walls ob-4-5fb108903inv&1319 topo new wells. dwg \ - Exlstlnq f'loll5e No. 4195 A k ' Signed---- Gregdry.R. Prasch, Minn. Reg. No. 24982 2013 - W57 2 t -j The Gregory Group, In.c. INVOICE NO, 82933 Final Grade As -Built Survey For: d.b.a. FRNO, Cop�-Cert LOT SURVEYS COMPANY Established in 1962 SCALE: 1" = 30 J. SCOTTY BUILDERS LAND SURVEYORS RM G ISTER11D UNDER THE LAWS OF STATE OF MINNESOTA 0 Denotes Found Iron Monument 7601 73rd Avenue North (763) 560-3093 - Minneapolis, Minnesota 55428 Fax No, 56093522 0 Denotes Iron Monument Property located in Section 7, Township 117, Range 23, v -v ij ja r -z r rt i f i 0 Denotes Wood Hub Set for r a tr, - -- - - - - - - - - - excavation only Hennepin County, Minnesota --Denotes Existing Contours \�_ r Denotes Proposed Contours Denotes Stone Retaining Wall 952 -- - - - - - - - - - - - - - x000,0 Denotes Existing Elevation (E0) Denotes Proposed Elevation -951 - ------------- -.moor Denotes surface Drainage - 950 LLJ Basis for bearings is location from assumed a VwIlat'le Map manho 36 tl Property .Address: 4199 North Shore Drive - rt west my in, - 535_94 ' rr Orono, Minnesota !As-Budt Elevations _IX Benchmark: Threshold of existing home tJ 01 44 Top ofBiock 953.1 from previous survey ZI 4 Elevation 949.1 feet S 89*30'51" E 8 54 /.0 S Garagit e Floor 352.5 13,0 ,lower Pots, I i Pwide stripLowest Floor 943.0 reserved per county -P5 i D 0 Topographical information from field measurements r i rr \ 0 IN Stormwater Quality Overlay District is "Tier 1" (q P, / ;\, / 1 C\1 - 21;0'footsethack line '0 ui 4// `\l i0 4.9 49 cn- 0 A z A, X 950 04tft l i X 9(;1 X 0 z A 51 (T� / 0 - we// ip� CV V_ 5 71 N I'N f\ __ 7, Pa'ars N, , co IN, I .0 N, As Built Hardcover Lot area Lft lft 20'trse TOP SPlIke "W 1 5 2 ock Driveway sq ft 3r 7�4 937.60 door sill A Budding 3,997sq 954. Porch 247 5q ft -6 011 Front Pavers545 sq ft QJ nick Lin No. 4 1 33, 5q IN doorsill j doorsill ,gide Paver Patio (32 5q ft I\ N_ 943-1 Lower )`aver Patio 501 5q ft V); M, Upper Paver Patio 363 5q ft a vers Patio at Lake 765 5q ft Total 9, 222 s _q -A IbIl 0 0 v e rs op N 0 ed Hardcover 93 7 It 'PrOP06 Lr, Lot area to CHW 52,520 Building 3,997 _qq ft+ Q\ Patio 204 5,q ft�± 929,4 OHW \ , /' I, I , / , / \ \\\ \ ( Survey Line perlterouq 5u Vey Contour W IN Porch 23 / sq ft.± rex I \\ \1 I I (3� / //// .1 51dewalk 765q ft.± 011 Orlve�& 2,399 5!1 ft�t 0 c? 17 Total 6,977 _5q ft Percentage R te\ 13,15% 0 W\ ol'\ 0) Y 0 0\ V 10 0 IN 0) 5xi5tin,3 Garage 0vvvvv vv0 N. C\1 'N AIN 0 ,1 4 0 Q) N. 73 0 0 N. 0 N, Lots 4 and 5, ORCHARD BEACH 'N A N, and Lot 29, Highwood Lake Minnetonka ed,3 water o N. 929.2 At 0 Hennepin County, Minnesota \\0 I IN Existing House No. 4/95 '00 The only easements shown are from plats of record or information provided by client. I certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed land RECEIVE Surveyor under the laws of the State of Minnesota, Surveyed this 12th day of August 2014. AUG 2 8 loi Signed CITY OF ORO Gre R Prasch, MJnn, Reg, No. 24992 D 4 NO [If- 166 FOifviw 60Nu L411 Z_ 613-�t2_-. Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File _A\ Date: September 22, 2014 101-22205 Re: Escrow Refund Building Permit Application #2013-00572 pertaining to 1565 Fairview Cottage lane is complete. Please refund the $10,000 to the applicant, Timothy & Mary Becker. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Timothy & Mary Becker 1565 Fairview Cottage Lane Mound, MN 55364 w:\street files\fairview cottage In\1565(formerly known as 4199 north shore drive 6-2013)\escrow refund form 2013- 00572.docx TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2013-00572 Demolition Permit #2013-00630 AGREEMENT made this 2 day of rt 20 ! by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") nd Timothy& Mary Becker ("Owners"). Recitals 1. Construction of the new residence located at 1565 Fairview Cottage Lane the ("Subject Property"), legally described as Lots 4 and 5, Orchard Beach and Lot 29, Highwood Lake Minnetonka, Hennepin County Minnesota, is the subject of building permit application number 2013-00572 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #2013-00572 and demolition permit #2013-00630 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 155441 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY;-; ),:Y1 OF QRONO OWNERS: Or- By: 'fir -)Its: T t� I y r F i+1 „ R ( .�' ,4 xY" .,,.., ... ,.. s� !. .... .i �t a 1C.c b,. . .:.. �` ?1�v 1. - 155441 City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.010765 Apr 21, 2014 Timothy & Mary Becker Planning and Zoning 2014-00338 1565 Fairview 7,500.00 Cot1-2ta22ge 05 Ln 10 Deferred Rev-Developer Deposit Total: -------------- 7,500.00 Check =============== Check No: 2767 Payor: 7,500.00 Timothy & Mary Becker Total Applied: 7,500.00 Change Tendered: ----------- - _ .00 04/21/2014 02:11PM�__—�--- • CITY OF ORONO 111111111111111111111111 * 204 - 00338 * 2750 KELLEY PARKWAY DATE ISSUED: 04/21/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1565 FAIRVIEW COTTAGE LA PIN : 07-117-23-43-0033 LEGAL DESC : ORCHARD BEACH : LOT MB BLOCK MB PERMIT TYPE : ESCROW FEE-OTHER PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-OTHER NOTE: ESCROW FOR TEMPORARY CERTIFICATE OF OCCUPANCY 2013-00572 APPLICANT ESCROW FEE-OTHER 7,500.00 TOTAL 7,500.00 MARY SNYKER BECKER,TIMOTHY BECKER& Payment(s) 3432 19TH AVE S CHECK 2767 7,500.00 MINNEAPOLIS, MN 55413- OWNER MARY SNYKER BECKER,TIMOTHY BECKER& 3432 19TH AVE S MINNEAPOLIS, MN 55413- 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. ` leglie. 22--1)14— A' is t Permit S� nature Date g t�n Issued By Si ature Date /9V DEMOLITION AND BUILDING PERMIT ESCROW AGREEMENT Demolition Permit# (AO/3 —00!r 30 Building Permit#2013-00572 AGREEMENT made this / day of July-, , 2013, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")-77(y)01-17 4"y7,07 Becker(("Owners"). Recitals / 1. Demolition and building permit applications have been filed for demolition of the existing home and a permit to construct a new single family residence located at 1565 Fairview Cottage Lane (f.k.a. 4199 North Shore Drive), the ("Subject Property"), legally described as Lots 4 and 5, Orchard Beach and Lot 29, Highwood Lake Minnetonka, Hennepin County Minnesota. 2. Owners request the City to review the applications. 3. The City will commence its review of the applications and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with Demolition Permit# c26/3 -00 030 Building Permit#2013-00572 if compliance with the approved permits is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when the review has been completed and written notification is received from the Owners requesting the funds. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO Its: " """ (Parbik n4{16 — .iZ,7n.a.'7!1.7.!.:7:',37,2Entitrthi#40itii*wimmtcr,,, f 12r-Cirr 1,B.7-iqmaY Gram1NTf:::.16 -24'i-14360 E(I;13 g:Dth y • Pr illLif;"1.,"! , Cp re Pet 10".-2220.f !rita3 . Or.1 . . CITY OF ORONO �I 1 1 II1till 11 II II 111 11 11 2750 KELLEY PARKWAY DATE ISSUED: 07/10/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 REPRINTED ON 7/10/2013 ADDRESS : 1565 FAIRVIEW COTTAGE LA PIN : 07-117-23-43-0010 LEGAL DESC : ORCHARD BEACH : LOT 005 BLOCK 000 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT • NOTE: THIS$2500 ESCROW IS TIED TO THE BUILDING PERMIT 2013-00572 AND DEMOLITION PERMIT 2013-00630. APPLICANT ESCROW FEE-BUILDING 2,500.00 MARY SNYKER BECKER, TIMOTHY BECKER& ESCROW FEE EROSION CONTROL 0.00 3432 19TH AVE S MINNEAPOLIS,MN 55413- ESCROW FEE-GRADING 0.00 TOTAL 2,500.00 OWNER MARY SNYKER BECKER,TIMOTHY BECKER& 3432 19TH AVE S MINNEAPOLIS, MN 55407- 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. Applicant Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. 0 Permit o i (] £3 , 1 M ) " I , � I " I . 121I - II IPINJ I I al u � - Permit*: 12013-00572 Update Address G Main PIN Address Permit Address: 11565 Fairview Cottage La C Additional PIN Address • Parcel Issue r Penult Issue General I Fees Inspections(11)I Notes I Applicant Detail I CO Detail I Seq Inspection Type Inspector Date Status H Fee Rec 1 Radon Prevention Inspection 2 Footing WGIB 8/5/2013 P Y 0 3 Poured Wall WGIB '8/7/2013 P 0 4 Foundation Survey 814 Framing MCUR 8/15/2013 P Y 0 5 Framing WGIB 10/23/2013,P Y 0 6 Insulation WGIB 11/5/2013 P Y 0 7 Escrow Refund Requested 8 Escrow Refunded 9 Final METJ 4/15/2014 F Y 0 10 Final REINSPECTION METJ 4/16/2014 P Y 0 .'11 As-Built Survey' BGBB 0,10r2014 P 0 ►• Add New Delete ' \ DATE TIME CITY OF ORO O CALLED IN %. 0 INSPECTIONSCHEDULED CC) )-2 i 3 PERMIT NO. -Utz-) () CO,MPLETED ADDRESS I sL Fai- vi E.�.: C (acs Lot_. OWNER ("Ir Ler TELEPH NE NO.�1:)- 7C-='( -L 1 5 CONTRACTOR J _ cc E dr-e c a DESCRIPTION r:=-1,-ci IQ ❑ FOOTING LI PL BI G FINAL ❑ EXCAV/GRADING/FILLING Q 0 POURED WALL 0 MECHANICAL RI ❑ LAKESHORENVETLANDS H ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z 0 INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS I, ❑ FINAL 0 SEWER HOOK-UP 0 COMPLAINT ✓ 0 DEMO-SITE ❑ SEPTIC MAINT. LI FOLLOW-UP _ ❑ DEMO-FINAL CISEPTIC INSTALL ❑ HARD COVER REMOVAL v CIPLUMBING RI CISEPTIC FINAL LIFOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: CC W a noliff ccN. 0 W cc c W z W cc O LU K SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑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. ecw White Copyllnspector's File Canary Copy/Site Notice • 8 MiTek$ MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 91557 J. SCOTTY TPB The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Scherer Brothers Truss Divn. Pages or sheets covered by this seal: I21314650 thru I21314651 My license renewal date for the state of Minnesota is June 30,2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan,speci- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Engineer under the aws of the St • 'innesot- EN E.FOX DATE REG.NO.21980 October 17,2013 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Qty Ply J.SCOTTY TPB 1 1213146501 91557 ' E2 Floor Truss 4 1 2 UNITS YF 1 OF 2 Job Reference(optional) Scherer Brothers Truss Division, Albertville,MN 55301 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Oct 16 14:35:07 2013 Page 1 ID:WXopBAo3zA3ZUv4cpUDz_KygrPs-fRU4mgo9ZidyU3IDtpWs81O4Sn9E ZMui4dSgzySpCl 10-7-2 1 2-0-0 2-6-0 I 2-0-0 01H8 Scale=1:30.7 MISSING RIGHT END BEARING SEE SHEET 2 OF 2 FOR REPAIR DETAIL 1.5x3 II 3x3 I I 4x6= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 H 3x4= 3x4= 1.5x3 = 1 2 3 4 5 6 7 8 9 e - 7-N1/4 e 0 - 7-NNN, 0 ir 16 ry ee b- , ee 15 14 13 12 11 1t 4x6 = 4x6= 3x4= 3x4 = 3x4= 3x6= I 8-1-2 i 10-1-2 I 18-1-2 I 8-1-2 2-0-0 8-0-0 Plate Offsets(X,Y): 18:0-1-8,Edge),111:0-1-8,Edoe),112:0-1-8,Edge),[13:0-1-8,Ed9e1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.21 13-14 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.30 13-14 >703 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:79 lb FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 15=785/Mechanical,10=780/0-2-10 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1009/0,3-4=-1009/0,4-5=-1863/0,5-6=-1863/0,6-7=-1863/0,7-8=-991/0 BOT CHORD 14-15=0/297,13-14=0/1583,12-13=0/1863,11-12=0/1564,10-11=0/991 WEBS 4-13=0/501,4-14=-711/0,2-14=0/962,2-15=-830/0,7-12=0/515,7-11=-709/0, 8-11=0/455,8-10=-1205/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard I Hereby certify that this plan,speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessions -r under the laws oft tate of Minnesei' STEVEN E.FOX DATE REG.NO.21980 October 17,2013 r t A WARNING•Verify design parameters and READ NOTES ON THIS AM)INCLUDED MITEK REFERENCE PAGE NIII 7473 BEFORE USE. mit Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/D.11 Quality Criteria,DSB-e9 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 11 Southern Pine 1S7)lumber is specified,the design values are those effective 06/01/2013 by ALX • Job Truss Truss Type Qty Ply J.SCOTTY TPB 121314651 • 91557 F2 Floor Truss 3 1 2 OF 2 Job Reference(optional) Scherer Brothers Truss Division,Albertville,MN 55301 7.350 s Sep 26 2012 Welt Industries,Inc.Thu Oct 17 10:52:40 2013 Page 1 ID:WXopBAo3zA3ZUv4cpUDz KygrPs-gOrWK4mW6LImwpH6pa2iRXltu3bw7FeDBKbCDySXMr Scale=1:43.1 0-1-8 1-1-6 HI 1-P-8 I I 2-8.0 i I 2-0-0 1 1 2-4-8 1 X11 2-0-0 1 1 2-0-0 1 9$1-148 MOVE LEFT END BEARING 13"TO THE RIGHT. TRUSS SUPPORTS RIGHT END OF TRUSS E2(SEE SHEET 1 OF 2 FOR DETAIL) 2-0-0 454= 3x3 II 3x3= 3x4= 4x4= 3x8 FP= 3x4= 4x4 = 1 28 2 3 4 5 8 7 8 9 10 11 12 13 14 - • -. d 5 �� N g g'27 g Iir�y� r-- z •-NN Aill tL' -� 25 24 23 22 21 20 19 18 17 18 15 3x6 =5x5= 3x4= 3x4 = 3x4= 3x8 FP= 3x3= 3x4= 3x4= 4x8= K1 .--- / 403 = 6-0-0 ADD DOUBLE 4X2 ATTACH 3/4"PLYWOOD OR OSB GUSSET(23/32"APA RATED SHEATHING 48/24 EXP 1) TRUSS E2 BLOCKING AS SHOWN TO EACH SIDE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND ONE (SEE SHEET 1 OF 2 FOR DETAIL) ROW OF 10d(3"X.131")NAILS SPACED 4"O.C.FROM EACH FACE. 11-1-0 1 7-5-6 I 9-5.8 1 14-8-14 1 70.0-8 I 22-0-8 1 75-4-14 I 1-1-0 8-4-6 2-0-0 5-1-8 5-5-8 2-0-0 3-4-8 Plate Offsets(X.Y): 19:0-1-8,Edoel,f15:Edae,0-1-81.116:0-1-8,Edael.[17:0-1-8,Edael.(21:0-1-8,Edgel,122:0-1-8,Edoel.123:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.17 22-23 >963 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.25 22-23 >647 360 BOLL 0.0 Rep Stress Incl NO WB 0.61 Horz(TL) 0.02 15 n/a n/a BCDL 5.0 Code MNSRC/TP12002 (Matrix) Weight 114 lb FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing:16-17,15-16. REACTIONS (Ib/size) 19=1142/0-5-8 (min.0-1-8),15=391/0-5-8 (min.0-1-8),24=1449/0-5-4 (min.0-1-8) Max Gray 19=1159(LC 8),15=437(LC 6),24=1481(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 25-26=-841/0,1-26=841/0,2-3=-253/301,3-4=-953/128,4-5=-953/128,5-6=-953/128, 6-7=0/596,7-8=0/596,8-9=0/594,9-10=-48/383,10-11=576/0,11-12=-576/0, 12-13=-576/0 BOT CHORD 24-25=-903/0,23-24=301/253,22-23=185/762,21-22=-128/953,20-21=251/570, 19-20=-251/570,18-19=-383/48,17-18=-8/424,16-17=0/576 WEBS 5-21=278/0,12-16=-252/0,3-22=0/296,3-23=-664/0,2-23=0/414,2-25=0/1239, 6-21=0/603,6-19=-869/0,10-17=0/385,10-18=-630/0,9-18=0/426,9-19=556/0, 13-16=0/529,13-15=-474/0,2-24=-1677/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION,Do not erect truss backwards. 6) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)780 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. I Hereby certify that this plan,speci- 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). fication. or report was prepared by LOAD CASE(S) Standard me or under my direct supervision and that I am a duly Licensed Pro- 1) Floor:Lumber Increase=1.00,Plate Increase=1.00 fessional Er• •-er under aws Uniform Loads(plf) of th= : e of Minnes• •. Vert:15-25=-8,1-14=-80 Concentrated Loads(Ib) Vert:1=-780(F) ,m...-- STEVEN E.FOX DATE REG.NO.21980 October 17,2013 4 8 0 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 161.7473 BEFORE USE. Nil. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilrity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/tril Quality Criteria,DS8.89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Sally Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 B Southern Pine ISPI lumber is specified,the design values are those effective 06/03/2013 by ALSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3j" Center plate on joint unless x,y P Y a offsets are indicated. (Drawings not to scale) Damage or Personal Injury MTE1Dimensions are in ft-in-sixteenths. iii4•16 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1/ „ 2. Truss bracing must be designed by an engineer.For 0' 16 N wide truss spacing,individual lateral braces themselves AMIlint 0 may require bracing,or alternative Tor I O IllailliA bracing should be considered. r,„ 0 llibi !ce 3. Nestackvermaterials exceed tonhe designinadequately loadingbraced shown and never trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7: h— designer,erection supervisor,property owner and plates 0 'ii d' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1, ESR 1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907, ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in at respects,equal to or better than that / Indicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of the by AWC in the pNDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no celing is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *III MIN IIP reaction section indicates joint IMMO number where bearings occur. -- 17.Install and load vertically unless indicated otherwise. 111,11-,1 it 18.Use of green or treated lumber may pose unacceptable ► environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: National Design Specification for Metal project engineer before use. 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Mil is not sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, 1\i1' k ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/26/2013 C 3 -4 2 -2' 3'-6' 8'-0' ,e'. ' Il -2' ';'-. / . .. 0 I II r• _1 ? 2X10 11DR El 7 \ 9 0 <NET "10 - '-'",,,,„,, .g.:::------ 3-2X6 POST "1. 1 ii:i:i 2-9i. 2-16 LVL - ..151— - ZI i f- . 2-92 LVL 1-IDR (CONT) :::::x...:. r ' __I ::::7: - 8 E HANG FL_ TRUSSES 2 X6 I 1 W 1 03 5'-214' X68 :...04-. .711- F Rom LVL RIM 5r-i , ., - '. > •::.E1.! 0 ::... Z 42 <I ---.' BEDROOM "2 CARPET •.:.:.:.:x::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 1 24. Et>1C,s_ F L_ TRUSSES 19'2' aa_ r. 24' El>la FL. TRUSSES -•:.:. 71 if.( 19'2' aa. El is FAMILY ROOM 7-- ,CARPET ..,- . ............................ ....................... 111 RAD IUS '••-.11 . . cl (1) GAS . -1X..ii- READ I P 3 FIREPLACE- I 111/ RA ISE D -------------..- ci 0_ i I I 't CO I HEARTH 1 . I 04 9 1 I II II WOOD PANELED I KNEE I CAB_ FRONT I I li T1-115 SIDE I lo• SQ TIMBER COL :::::: \-1- ....' 1 W/ 2 0' WIDE BASE CAB_ :::: .:' .4. fl BELOW BE LOW . gXW: 1164'1 PT. LOAD11 . Ci 3-2X6 POST W/---------- ,1, I'-11' • i I 15X24' SO_ X 8' FTG- • , (TIE TO EXIST) .- . ,r 74... ,1>Ici_F7.1-7.. TRLIP ' '' . ' • i 1% 'N. • ss) Q ti I I X =:- 1 11 7 3'-8' 4 61 ,Jr. 2 (;;:-.- IA ' r -i6Ew-- I HIr_.,-__,-_,__s-7‘x 7_'-_,-,_,-_,.- :i:•:2.-i•:.-:.•. 0wlY Ey IT DRO BAR— 1I; 1 SOFFIT s., 3 BAT I-1 " L ,-z -- • _2' , .. :.:.: ED -* fT _Z dill- , I CER. TILE I , 1 ::::::: GER_ TILE I/ PEN E E NK1 / •-•• .•----- W % I .!- -1 D I ,:•::: ---• •---, 2] B EV I- W SP E r1-115 5 IDE I/ H I / / 1 /;! I7 I . • .•::::: 'D= kJ 1 1 1 7L 7 Ly...... .±1 HH • ..:::. . ... C p 1 .1 • •.- ... '. • c - -i; . ... 1• - 11- -4- --z ri:::•r: :r... : - :3: • r Ir 2 •• ,.. . NEW PLYWOOD TRUSS REPAIR /\ XIS '_%.4' FL. TRUSSES 6 - - 2. NEW 3-I8' LVL BEAM REMOVE EXIST I (DROPPED) BEARING WALL 1 I FAMILY ROOM I BED ROOM "2 I I I I I L g BEARING WALL REVISION fi 1/4" = V-O" DATE TIME \/ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. 2-0t3 (XL/2. COMPLETED $-IJ'l3 ADDRESS 3.25 ECU (J,Cti/ ( C) - _ 1U -Q OWNER TELEPHONO. CONTRACTOR j, 3: DESCRIPTION I !c in P ,f; t W 0 FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS .cc El FRAMING 0 MECHANICAL FINAL 0 TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE 0 SEPTIC MAINT. ❑ FOLLOW-UP LLI 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: CC eb,),(4&is/266v..64(ji./ CC W CC W W CC O W 'Ai IRK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC rW ■ CORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑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/Con ra for on site: Inspector. White Copyllnspector's File Canary Copy/Site Notice RITE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED $5`^` f PERMIT NO.620 l 3-DD 5 7 Z COMPLETED ADDRESS 15b5 ro -c-cty ` J q OWNER TELEPHONE NO. ('/2 55q &O Z7 CONTRACTOR LJ SGU 81d-A.6 �a � DESCRIPTION 1-00ft - pea) MC�-e W ❑ FOOTING ❑ PLUMBING�INAL ❑ EXCAV/GRADING/FILLING ❑ POURED WALL CI MECHANICAL RI ❑ LAKESHORE/WETLANDS y Cl FRAMING CI MECHANICAL FINAL GI TREE REMOVAL • 0 INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION • 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W CC cc OK- z cc OW iQWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY CZ ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR [1 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Ge..K Inspector. White Copy/inspector's File Canary Copy/Site Notice 1/4 - Page of ALI `vers en.i_y_pn ■ SERvi E S Daily Soil Observation Notes Project No: _ t-) Date: / "' `' j t Report No: Project Name: 1'7'11 ��tv� r��i L-��t��t, Project Location: 3 ( ✓') Client: t 'v'..) Temp/Weather: tw , ,yv,,� h C% Project Manager: ;'r, ,,.t_ +--1040, Time Arrived: Departed: Sod Observation Areas Observed: ❑Building Pad [House Pad ❑ Roadway ❑ Parking/Walks ❑ Footing ❑ Proof Roll ❑ Other(describe) Soil report available? ❑ Yes No Report reviewed? ❑ Yes ( No Report prepared by: Benchmark: Benchmark evaluation: Benchmark provided by: Finish floor evaluation: Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? Specified compaction: Fill source: or, �.J Sr`:4r, Oversizing appears adequate ❑ NA Yes ❑ No Soils observed agree with Soils report? O Yes O No Soils appear adequate for design loads? Yes ❑ No Proposed project bearing capacity(psf): Contractor notified of results? 'g Yes ❑ No Name of person notified: Was a copy of this report left on site? Yes ❑ No If so,whom was it submitted to? 01,-.1.c,,,; 12t...*) Notes/Comments. ,1/4 4 yea 4":J r . f1 s t- j 11" 1:z ‘r- k' Y c.5'Lo r, s C= c7.-) ) C% L-4— C.0 s%,1 (13)1k-k) P S S 3..'""' r Performed By: cls � Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. 7 E ®007800000000000000000000000; 00 V 1-.4 4 O i P i W F i a �+ g g 9 S & S & ,Tr I l j i F i 6 E iii Fl i PfEti o 9F S Z u 0 ie '� Z kg 1 �� O N F R gnii II n m 2 0 d kR o t o § § AAAAAAAAAAUAA ;AAAAAAA6sgsssAA 54 X S a R 7,4 s s 5 4 $ : s s g s g s 4 5 ,, s g x g i 4 e e ,- eW , 4 4 S " . : i , ,. 4 a 5 e x ; • • 5 5 ; 40 ; s i a X R g a . • 1 9 lYa E xFl 6'ii01 1 R� digi p�1 iliist.c ill g 1 Q ggp 4 9 .1 R'o s R o I Hi I i q IR A C R�€g 91AF n o k 5 I Ai Aq ¢ i $R g I i a Rp A 'R 8g a o] ) ii s.. ... (;-› .?. • IL °" • , n >12x4 II 10 edit • - R �a Ii q a': r O. O (1'2 m nqu € c", Ww] r g aQ . tal I' ne IV'iv @QM lrLWw) aFl lrLWw) 5 ].i'O ]'.]' • q 8 Iry yy ll Ln A4"1:!' " U !' O �, S AD V� �I��r. ]]to�- 71=77'.... ,. ,.i g X ' I — — -- - • . w -. I ]xi O Z ..nammm.aao- �i� I b � a— wruLL 11 1 SII® \ Qw cm :]x,wo &a e UU`fir .R yll eO :L�'0.,,,.,..,,!,,E A ® ]i 1, . 21,410 1202 ri ■ MILC...]E . f..aIJ)..Li V i ..8 ].p. ]] t.1', -; .... 1:2 i .. 1 1 £g NEW HOME FOR THE: �♦1_ 7 2i rn :-,S T D y BECKER RESIDENCE 50tt �, 4199 NORTH SHORE DRIVE ORONO,MN C.f� BUILDERS /SN Z. r\..) Q E000T600®00®00®000800000800100 ;.i " Y € fk o0 E ri ° g ! ! gg F gga .13 D § I" ! A oii ! ! 8 Z ` ! ; pp P 4 4 F FW ! ? G R m A § § T =6 6 '.16 r v 0 " W • ;, t . .- N , v s ` a os s o s a e 5= g 6 e s 6 A $ x a s g x a a s xa s s x? i N s s 3 g s s ; a 5 a e x u z ez °z o 2 " z x z x , s m a i a D § s ' 6 2 2, 2 2 14 a 14 " 5 5 5 5 a a a a ? ° QQ R4' ig 6 Ifl A g t .2 12149 g PPI $°1.tE gg, D PI ii ii ¢g gP a F e. it spa' $ gl sD gg g g At R F g �eQ g g Vr g � �b & R R A o4 1 Dra' y De Im M> >b • .11 y �II'.I' ,.m y •D �1•• D �� , o`\D, Ty_ h63tffiSYGtE.�- �c + 4 , 7� F • I1• ItR a ' I= 1 „all-1320ddriddr Aiµ—� '' I,II ELI a a" •...g''- =F F PF 1I� �I m I 4' uR$ R; .="�D I h 29` 9 obi n GI'ea CrG.P7i1C a6D[D Ag k I rd lit '>r,1: 13 I••,i 8 �� {C>R 8 IT F m4 S Z 11 + n DT :IL1 ° P,D.ai` . m I ii,u mm "D DOOR O3-220. 0 k " x nu.L PI E ; i' ° O !.. 2.111..1.,wow �, Zx^� ' u• wow F'•.a'k _.. � ;' € _, J ewP € u1iafOP' a I O I C114> 'j's ♦.• q P = vL„ II ,Ir, ~ 2lg II ° p. g n(l D Z ; "e L> eig. h.,:.Ar. I zs, w i�IL. r M Y6 L---- -J 1® r y tti a WW2)••• -Du r c�' s LI. �e+N Y� L� O IDN waD>�w a aye®Dm i-lb , m V i • ' ,, D Dom°>t�1. w xs.wDv o % 0Dm Dw u nWDL•DO 4 4I,4i1 ff. – r. -__ _A --i°_sem ~ WO „� > �,•i _.6 Im In •` ..Ia' � rL ac.. O-^7 I.D'� D D k e---LL ma_11_cD e_ a_ -l!' 09 e ueu 3CJ r- rr-__ TT-___ -r_m 4� ' ` SFS -,,,..43,.„;._.'' { mm a r, 1 yy . a 5'I °ii n� 11. xi' ,i 9 dF'sF OOIF�gge i 75 o• fcr IQd ° F '" °Pl s+-R4 a D I i dC` O 4 �p� -___LL__-_11__�11 V171 D� en.TOT / •° -••_ Me C>WYLFD xCD M! 6 Pj e'A.�s�`s Irl ,1--:.,,.."-.11,02. 11: c< Z _ a_ pC1 II C � ti Ir 3 • DL: II® mim ii 1 s IIIa r § o as ii I D p d =III' N p ir -4 Mal. mO♦ •d1 1, I III I p >->xm wow It 1?t 'ae � �w� P a p IlIi i4 l� .�y I� —. x.16 • Crn.Ysece co: u '�I�` 6 11 .- •.m m ,.m ,... ...w i b.b ,0 1111 , NEW HOME FOR THE: Pf.„ ^D, mg BECKER RESIDENCES�pt�' �+ R– 4199 NORTH SHORE DRIVErBUILDERS • INC. ORONO,MN - . . . ,..,..„-.t. ...t_.:„,.... =_-_-.----=11 i I ---\ I H _F. , -r---__i__-,----_ -, t_ :_,,,,,,4,.,,,,,,,1„,,,,J,,-,,„t.1,..,i-,,,,,,,,,:,:.,,„,,,„ ___T., 2 ..,-,,,..,,., „ ":',;::',.. -.'. '.-:::'.. ..:',. -' r:L_ 0 r 7 C F Ix IN , v(T; 'g ,•,,,,,, ,,,:,.,,,, ,:...„ ,,,: :„ 7, Fic.::.:.c.„. ,,„,,, - 1 T, E 5,,,, ,:e...,,,,,, ,,•,..,.;„ ,,,,,,K:,,,,,,,,,5?,,,,,,,,,„,„,,,,,,, \,,,,y,,:,w,..,,,-,,,,,..:.,,,.,::,,,,,,,v ,,,,, ril )=- Ll_ 0 =_..„,.___„... _, .‘ i 1 5 z El 1 -I .,_. 1 i -6 ,),on ( ) •„„i_ 00-.. , ib, _, x 0 „ _ rA .,• . ....o.. .. , 7, De•„.L si , 4- - ek 0 • . • •-• a I 1111=11 ” m Os otar Ogle 74 a -1-1 H Ak _.1 Pal_.A1 4 Ili_ -..... ‘- ).110000 MP,it,t4, /e W1P L.:3',7 .r!' . . , -----: 1 L 1 „ imimirifigi 1 t Ng pill110111 1 -ri x ,..-. . . , , %I Lig lei JOU 0 INI Oft *i 1-1 . a r:ii ?( c: rj 0 1 ) _ _ °Iii6lir-as•Oa.'s.• -6 m -.., fn) lo r 1 P ) -1 ir,r. D--n f--.,-ti---.----di 0 r- Er 1 Pm - .: • 41 • ••--- ET P Co .. imq, (1111 I < __=_ P., I 0 01114-0.1 • - ,. 6 ?-; Pa ottoni ' 1 w:,,,,,,x,:,.:,-,,,3.gwv,„ ,,.z:,:‹.(o,3 6 1 6. Z -r-7 _ o ii - IIIEil ,,, . ,,<,;,,-(,?,kot,,...:?,,,,,,,.,-,< I , 4,,•,,,,,,.. 1-, ,,,,Tk.il I E ] is.< r 6.z ,,.k,,. ,,,,,,,„,y..,:;.0,•:., ,K •-,v'',,,,.,•4,,,i 1 8 '..)7.).: '>,It:)';; ,,r,„(9)‘.;,,,,:t;')44,:.•A(...,,,z:.3) 1 "•'''J,,' , 1 13 ---n- , ,____. __ i __ -,-a 6 (i Ai .0 4 1114 1 \ \ l'. I til I / ..1..., k 11.• \. , 2 .... ... f 17 13 (-4c.73 r 6 q 4, / * 2 , . ) l'' 5 -,1 Q 7) 13.4 13(4 -0 a r r 2 q .q 2 :1).''' 6. • / / i .. I6 ii.73 2E \ NN. 6 0 11 'ZI 13 r 1 /V :1 g R. 1 r f b 6 q "..lra e n T'' *4 ilg A0111 (1 77 -a- '3.' (1 A r - dr; . A0 r.o. F 13 4' 6 Fi A -i)ii .twm(amant -a-4- (74 m 5 . (I 1;3 70 q / NEW HOME FOR THE: 7, p rn BECKER RESIDENCE ,,,,v/Atiott': .7.1 rn t q. IP' ,-77):133.•(7..!! '''.(.-33.e. 4199 NORTH SHORE DRIVE V' BUILDERS 231 ORONO,MN ---.27INIIIII21114 D 1j1 15"t It i i iit z r03 0 -,w 0• I rek3 II mo ?! SCI �� _ t t ' � LLJ — 1.bII —r LiieiiiJ l it 1 ll —1TTl II N!!! . � II ,,t1 •--- -—,ll= ®I� Imidim 1 ,,,.....1.-...------ r�V�l ,,,, 1,,, 11 „ .,, , , . __ _ r„,...„,...... .: i li ';'F 1 1 eispi;;f;l I1221%. III1 II -i i0 ■1ti e 11-- --1-1 — ......giallil—Malitlifill kili . l'iszai 1 1, 11i ■10i C --- -= I to 1 ! ■s see_.■. i 1 IDII � . 1W : III ' I I tililII tiI II■= -� � ■.1101; ■ n Ire1-= - 1111 I I■ ai � m= eB ■ ~ I. ■ .! , . e . . . ■ ■-■ ■-gide-■-■-■-■- ■ II gmgmlimprIghilmmplawam .1 �� t -— — .i_.11111111._ I�III�I ; I 1 iipil ir, , , ti -II r rat Milliliiiii! _ IL' � _ - I 1 ■■ •_• II I a I a Z 4: Ili aras,g1 I ■`‘444I, . ----I �; -■ ■ ■■�I '', f 4-- —r- G J�.addragen / III' 1 -...,- `ice•■ ►Deft u�� 1011' 1 M i, 1 p.-;g:t,,y14,4‘ - PP wror— % )001..o .N.s> rN 1 <00 i L _ __ , 40E- ,gq%s. I t '"w ■_-_ - -- _: 01 e:°ilN 1 !depVic. 1.I() *sift, IBJ 151rookill�oK" Ioa'I G'-aK- I - I n--- Ii Ii I) I I TA al.11 ,Irl m I __ Wigan I� ,I Iii it 70 --10 <-o I" ,'I1,1�i■'n00■' ■: Lull s ' d V37 to'-o° .air■. ' Nu E -�1j1 :a A -WO.taMao w"u.� 6,p�l =i a�3� � I�,x 2 V o N 1■41 .I�N II P. • L r e;A tr- r ®i!!!iiiiiiii!:�i • sr _ A ti g R -- .. o,�, 7,,. ..sss=s■ E D IIII IIIA T- `� :os ffA_.-,..LIFIr Imo IIIIIIO I 1 t Ui ii■GWiliiri ii ai I) 1- __„:7- I/ II�UI ° I it � rC- t'', i ROOM a6 Bar. I I Rami Rooki,e,tf� ...] .-g NEW HOME FOR THE: v D m _ gm BECKER RESIDENCE ; '� il ¢ Ei a 4199 NORTH SHORE DRIVE ORONO,MN rf/ 'BUILDERS 212 t-Ok•xl 9.-,05 _., 4 4 34 V 0 E t.1 or a_ I . .. I Ill Ilr I III rtrt tIflIiIf .it .• 11III o • • •�1. • ��' tki illi II u1 _ .__- .lIIIi III , 1, 4! IIi;I9Jff!i1 i ; ;ik _� ■; II 1 I 11 11 es: i .!.J_ ! . I g'_G1i!i1i!iii I iil I 1 I 1 =_P III_=: I'f..� -■ I �! Ii Sok. j'ok.1 , • I 14 ljI11101:1611:11011-j :; illj I!i! I II I I 111 I Rolf cc6 ff6T Pm N.FBAYJM6 fIQ I I il i i ■■■■ik■ ■ ■'+■■ I II ! .4(''' IIilkili tI- - r gliiiiiiii_ . __ Illlgl 1-- L:S •;�;=�_ 11114111. � -It.-- li 7 - IEl!_I! E , 4 -ililligail p111 \ ---LI 1Ill II E IIIII IYiii.:�h ( III p! ..71,111.....--�.: 11 _ I: Iw, 1. . . I_, ,1 II IIIIIIIIIII - -1-. I - .�IliiiiimeMidatIf -_ lit —_I E :_II°ll III I 1 _1241.4:1 J 1111 h .f -■1 1_1 pigrimi 1�I ISI da...„. I Lti�: r I�, ! S1 Ila L i!I Z!� I I ti y = ■ e X111 Veal I • ( I1 I• ''I ■��I_ :E.•:' I+II.,Illlliu I ■■i. II'I 1■,. w.-. 1\iII ir. 11 I III I ~ 4 1 1�C■`1.3.�G_.! 1_ III' i-■-h I N I f ■_�.'�_.!'�.!.� '. o3■.�WAWA iii..► 11 .1-4.....e.* aall ` ' I 70 I BO 11044 i j ,,L .10219111:11= MP!itra _■,-21 all j �i!�u Eros” IIIII ■':'' eil 6 221 tam ' _�'�titi■---■ 11II 1 IMI! �■IriO G=G11 c� I :=iii ~.�-=--'"■'p 011I - -------- L—'i■�■■■� IIP ' II !L .r WI I 11 Fili , 2P0 111 ■■_-_-i NI / IIflhPJiIjl!.b b 1 I i1L �._■■`■ CI .... lig rifi .■ --: ERN" c I cam- Pr 41g 10Pl 1 E = . . ■ a1111a111 IaGii :;ISI. 141 111 { 104011 141 ,,I I 1 WIlii; :iIilp = illaill IEiI I. I - -r IIMN JI ierlti 1 I 84 111911 1I . I 1141■I ISI I 1 ----•1I�■ I I I � 'r"° I �alj 4 1 "Iw ,' I1i11 1111.. 4744!! .II!, ..!II i"�i'' �I A 101 , IIIII II I! Itl'011,1, II 1, I I lb 'Rio 11� 1, �uI'111 II I,i ',' t� �I $II��II,1 1 n lk,.i.m �1II , mill 1 1 11 I I'1 1 II;,I I +4 ydNG I i141J"" II�i1i11111 II 11 11'11 d'dI:! i ll N�' d 411111111111 I - ____ I i Al III f '11 �IIl 1 e ,° 2'4+ 1010'00" ,Il-g' m NEW HOME FOR THE: Imo, I µf�l D m= BECKER RESIDENCE , �r' '�f., 4199 NORTH SHORE DRIVE - 1!, ORONO,MN '.'BUILDE�RS : 1121 D r 4r I I i' a PO pc pr9 $4 P9 D? €9�9 ; A Alai o; A 24 0 386 CO 11 A 3 nPULL wr.� e 1 ,GT. e X n O A b 0 i N 5,;\ cits 3 1 gin x 1.:„ _ 1 L; I l V) ) Z' I 4 co 1 i § "4g &Xg I .ig- n qi 1 eo rn Q e< a N q ,fit o D,i Mea,' ''� !::!::::!, rtMlt g cc kAwr,usr. g ip.a uII i, P 14 C//. 4 ,, $ $ ° 2Fg1 glf4 $ §e' " ' F t 4 '4 g1 i g .Baro n its pog 0h z o $ iia b P _ a r&r : liumustrimiow kilito„I 4© ,_h • 4 . 4,-, „� qpgP 1 m @ D � N x zZ gx Pi MEMk ° Ell t e8 4 IJAq F 410 ri ag A PO r A Mall T C 0 ' Ya y� Z €f a Q Y A v ifX R -1 MIIIIIFilik\ Milmill I . 1= f 11 I � _ M P 14 AO:, OZ g 6 1. g Pg P$ ° 4,-7'1 r- x4 i Ha- �p � F E a 11 ■�� gl 9n D F uA 1 I= Pp r� R ,h g NEW HOME FOR THE: / �� yDgy ;% p rn BECKER RESIDENCE v+ 4199 NORTH SHORE DRIVE ri” BUILDERS INC" ORONO,MN • . .. . . . . .....,..., ..,..,,.... , ' , , V.3 ol , \ i 0 Le t 0 g 2° .. -a . 0 = 6. 8 A = rg .g. 6 . (..) C 0 . 0 F .et 0 r 2 CABINET u., G\ ui (.0 z i g .8 3 -0 -0" 2 E 13 , \ 0 Z A 0 m A Z Tift s?1 iFi m pr 2 rg„,P a ii 6 nr, Gi vd = M 8 = 0 . 01 m e r .... = p.. I 0 z 0 (1) .0 P ,,t3 q 91(il -i 0 1 1 Lr g g r -0 *1111111; nri -4 iu in \ CABINET z 0 -rt r UJ 0 0 T 1ii ... .„ .,,o ,.. „.,,,,,..._,, ,,o...,:,,...,..,....•...,,,,-,-----------------. d c A z 0 0 i> • )- st XI —1 /--- I. - 0 0 9 6 i 90 93 Z 13 x ill 91" 175 IC) 65 U3 0 r- 6 0 0 n A A -2 tO ii tl 2-Mr. —ri G\ i> FMB c; Ti 0 .8 111-x \N„....„.. 0 g cp 0 A t z in . . —: . iiillal- ii17 7dMillt 0 < \ I o T 9 m 1). T r, 0 y ? N HI r ., %... § " g d F T;ITY. i il 1 X8 0 13 0 • . 0• .VI y ° I 0'. • 10I II Z GI 4P3 ti U i U gor U111 Ull 0 9 I). A 1> ..... --____...._, '-< " 0 r a I› 01 -rt d r 2 t gi U Z TV.. ri r -4 g! A 0.) § 26 i 6 E fi –4 — i I> 0 .•0,0 0, 0. 0.,a„,, r Z ._. 0 e r A 0 . . ......mm.______., 1 (3 10 0 9 , 2 A§EP g g T, 6 g- ''l % 0.,. - - . - . i 1 NEW HOME FOR THE: 'a > A rn ° '—'' 0 y. ;21 2 6 - BECI(ER RESIDENCE ",,,,,78,,d,„,:„:, : 4199 NORTH SHORE DRIVE V BUILDERS ES ORONO,MN ----..eatzerangarc.0-- • i • ®1 FOUNDATION Contractor SCREEN PORCH FINISH,IF ANY: ❑None OO Complete PLUMBING Con RE-CONFIRMED: I PLUMBING t^~' _ Type ❑Blow O Poured General Plumbing R spohPdaws:(Al Sundry merges..f required on Appliances must be selected prior to mechanical rough-in. �x whirlpool tlme(e Bd s o/1-waterline and 4s sewer now-gun• Batnoome main 1/2 Powder La,V.Bath Listed below are the corrects Nance models for cabinet * N CONCRETE Insulation a Prep ler Heat Re Floor Edam per Waterp Cp In-Floor Heat RA Baum.Cona SRoof upport Post 06x6 readh0 Mater House erg.dace X not quoted ...TOO $2100.ad din Model et Kona K3S2 Kmbr construction,rough-in mechanicals and are correctly pec.. (CIL rdry hook.p(D)I ...TOON te. . rehgerato Model K_J9]9-0 K-3@]¢96 KJ9Ty-0 In CONCRETE FLOORS Cpeurso: Supped poaa.❑6x8 Treabtl C�r _ .. i - rarnA nn the awn i ff� r....n�...w...w ..win - - _. .. .--_ ._ o - _ ..... .....a......•-••w..s ....„..�.. rap located n mechanical room Supply Line GIYone BnMed Nickel CNanne ki - Fr Water Dizabubon System) Sex 585EC-000 585EC-346 540EC-000 _ APPLIANCES SELECTED AT, SELECTION CONFIRMED: / S� 0 FRAMINGCORD/ACTOR RD/SUPPLIER.ORrlwnmr.'1 LXher - Custom Type:Floor ,Mena. CmHe 60.00Stab Paver la Omwr • FRAMING CONTRACTOR. Styr Kanter. Kohler Vanity eroonAel `-Si SIDING CONTRACTOR: .--— Ce gaem Screen Parols Cedar Ili Sao. Between fixe Per See W ee 1Cam ❑NoCity OWE OwnMY Two One Cna 1'Mg IN T a G R.S.Cedar OO Sneolh Cl Fidsled-See Pad Srhadule Ovtrsva 1%-Ware Una to Horne. I Nora ❑-cit.O o ELIC �'• FASCIA SOFFIT CONTRACTOR: -- PMdern Screen Pawl a End Wall Intend Want Pip.erten.,. L,Pea cola• r shads❑Copper sal KG'S 0-021096 1.r-? _ OR • _ FRE12E BOARD TRIM CONTRACTOR: Eleanat See Electrical Pan Enna SBcooka(Two Standard t)rear patio doer and 11 bur garage anal Whet Basel 900. G S MAKE MODEL °'- 6P(1 ttrT CAddacinalSOry: Location(s). Faucets Kan Kohr /roar Fore Range/Oven 0Gas 0Electir- Garage Sark: 0 Hot 6 Cold ..Hot 6 Cold won Laundry TW µpal K394.4-CP K39s-a.as K111215-1-GP %-pywted war Sheawg GARAGE STORAGE TRUSSES: Cook./ ❑Gas 0Eta.< Hot Wad Hata: '-�. ."- 15/32.T8.GFRhwoodF e 0 One 100 Gar.Ebcrnd Hot Water HealdSoo, ChM. Vent Hood ._ CFM_ `p)� TiT6GFe PyradaFkv Meaning NOTE:Area and HeeM d Sage Areas are Competed by lheDssgn90F of Hootoaend me Supp Rash Rouen a. C� Tmb!neaM studs at as Cabinet Locations 6 Cefxi Shower Mac Truss Engineer Storage Naas x Completely Unf hed(Far,SgewalN,Etc) ,]5 terHGarton Honer or Ease e-Ca Equal Check Road Gas Fume Vented sloe Supply Lees RpMn SIMS Roplf Brad Caumw Dishwasher ICs 1 Wath Meater n•Ewa-Compare irotaadon Isvmrg Noon Gas HsoktJPi Refrigerator gk% (H __ _ _ __ _, ROOF TRUSSES Contractor- Tames C Nor ,Stage C Irsoem Trussed Ha(9*Recemtaxg,�rlc'.C Nom CRA -"..Pimp retrace Neater San FShowers aucets Kd{r t - K 10te dve F --_ --- Bar _- ,Roof Teases Stn Per Pan Aria: C Nolle U5 Fped Construction AND. San Hot Water Meng Valve(Must Have NEI..Hot Water Hear Model KT39fi<CP -- KT162)6-4-CP Appluneaa: AN Garage Straps Trusses-See Gape dnisl:Shcedub for Taxa DeWY ❑26•s 00 Cana ATS an, i — . FLOOR SYSTEM Coobadr. C F6 Dawn After Co tiara Slain a Nab ,Complete ming __ — Mirmwa0a 0 Rn Trusses Per Plan (if Added Maned d C n$10Sywg PUC Owm SWinMa Systmm❑kone Colo v�ygnn^ Crsom p+Fhor Tnsssa Pd Plea SiaGaCara STOW) CRIT Compote Hook-up 1'SprinklerLim to to NTaaad-Nci Couwagnz Dshvasher _ Floor metaled n Storage Garage 0 None ,W OSB ,RR Complete`W�r.0"Slpnp' lOad.) W Maurer 01142-0 _ WINDOWS San. War Softener Piping:O Nob Cli Loop Model 60x38 So*.Tub _ LAUNDRY) aortas can mol be changed withal substadi1 cost after they are ordered. Water Cordi6omg Systems-See WaterCondnonre Spear Calor mite Wasylar-Ory.2 Ceo _ GARAGE INTERIOR FINISH: SELECTION CONFIRMa ED: I Water Soften FacW Faucets Ka^ Mawdadda 0 Andersen 400 Sen.0 Pena Ravens Osmosis Model K30-F-Nb _ Dryer-ON.2 Gas ._- NOTE Garage Sheeback WA Develop Defects.Coen.are Roue War Finers Other5 SloeColoof aterio❑r l:leddng: ❑ to Cradug.Shrolmck Cele.x Nd a Waoantabk lent Waste,Dian,a ant Systema: clot Chrome V¢dyan Plan: Style C.wr.o: Serer: ,Cay 0 Septic ❑P.*eea4 Under WasERnOryer ID GGodseN 0 Double-Hong 0 Gondnafkn OFnwna Waste Piping:PVC Wa Bails).Location Recreation Room Heating Pkrnog,Washer/Dryer Sow last Note fel Height 590,11ned-Add Spetal Note Gldt. kWad Wath'. ,R-19 ❑030 Special Anti-Sewage amnia Prdxyon Varve. O Non a lerie.O- SM:Kane Model ymdermowd Sero Color Sta.. To Laundry Room Far Plan O Fixed Grids-These Grids x Integral to the WI dw.They) Iodated Cane 0 R-19 0 R..30 0 Omer Vertical Run d Canaan from Second Floor to Ceiling or Base..•3 W Faucet Delta Madel 02156-LHP H216 Cor.Chrome C Under CarXrwaawrXNyer ordered web to wedorrs.GMs are Nce Removable(Feed). Ce#r1g' Wade Ody-For Soundproofing: O Nam nders Specified Under Pinang Spec 1(Na Prepare a Clangs Order for$500 Speoat; Typed Feed Grit 0 SheebdO Garrplde 6 FsemF v de Taped- emTang de Ting Is Nd Pad Ready 0 Complete Oty._Ldation_ Mellen Sent Brand:Stento Madel:1144-NA Calor Sanas Steel Verity kvlensOoe Na.Add to Landry Room Fad II. Mecnaniral Ma Floor G'an(s0 N Discharge Water Labs to AICD H0nafiedWdrreoaly oneowrces r Aa be Irarnoraeo Ida CO Kamm Blue Pols and Mechanical ©Saddled-wood Ute no Spam Bars IEaenta Cdr marches _ p.Slbetrack CmiPlete 4grggd FwWh' Faucet Strainer/Disposal Rag Color Chrome Softener/Etc.Area to he stripe tStand Pp Par train and Lina with hes Faucet KONer Mudd K-5913-VS Crier.Gnfvme S Clad you-wood on r4ndrl.(YYkMHerizonW Grid at Windows) W� Span.Add to Change Order for Speciallwlaeaan Coda TBp. MarRoof Mea Waste No fr 0 Comp IO- OO Mme C Crnpa C Srnueed DvAed Lite xi/Spacer Ban(Exterior calor marshes CSheetroekConpld lF4swde Tape-Feacode Tapeg is Nd Parva Ready Garage Floc Oran(sy a:bm Ceonpele-Oly6Type la Sin::Type:Mase#tO Drop to MAI Color.yMile veru Mood Over 800 CFM.Vecdy llBMmHwny Spedfiradon.If NM Peepaea Grange C10 Scar-pacer 5 m Wotan). 0 Sheered.CompkWT+W a SadLaundry 1 Ordr 6 Add to Flan Kitchen LaroN The Cor of Make UO Ate is Approximately 5400.00 - NOTE Seen bus ca aanmrn spam nsi0e ted vmmbw Ina ,$hemrA Cahplele/Thdlw-alt PantCd Master Orcin n Elect. 5 Nun 0 Comae Faucet Kanter K15251-4-CP Color Ghmme aides the emora prig. Tun. Sump Pomp:a Su:apc Pomp ::E!ectrp Pimp col Battery Back,Up I)Wood Pawl Feb m Refrgeaor 6 DP/masher Require Special Handles Sump casket 9y Boder • ❑Wood Framed Remwada Grids-MarhA to Idrio d sus willow jamb C HMxb ❑1 z 4 Coag Paced TJNsaI 3'Redd:Vent Poe car:Rad:C Nom G R/1 Complete ON Fan Inc..) a)Randed by cabinet dealer can Sipe of (Ina mg.apers) ❑t x @ Salo Base Pante#TWMan b)erCplled by rabk,a maker Type/Style d Removable Gd-Per Wan drawing 00,01.1-See Heating NOI5.l.1 2)Order Cud a Dryer Floor Standard Concrete-Not Sealed Oder: PATIO DOORS Supplier Scherer Re..-See Beal.Plan Gal Dryer: 0 None 0 RR Line(2) Pat.Door Brand Mach Window Manbactuer Ga ...h 0 None 0 Complete EXTERIOR STONE&BRICK: SELECTION CONFIRMED: I Patio Door Color Mater Wndow Gladden Ileaeag-See Heaaa SPendeaaaan Gas BBC NC Lne,0 Non 0 M Line 0 Hook-Up Compete Pur to Closing Type __ Pale Door Model: 400 Sines Dishwasher 0 Standard lack-UP Or Plmber(2) Cap: FOA oneLecVeneer nead L aerial ll ane, Standard We GARAGE DOOR TYPE 6 OPENERS ContractorPat.Door Nana, a ❑Special Dower 1005 darer Maw-up Paan Door Locals System:Cid 0�eoi t tock System SELECTION CONFIRMED: I Garbage Disposal(Loafed n Right Crmoanhed) SuPPar Contra.: -- - 0Steel 00. 0 Sl04 hMP.Suppled be Pkmber(1) ATRIUM DOORS OO Lay Custom.Sled Flesh Om met m Wood Ten Applied 0 Spatooia Spacial Instructions A0ium Door Brand: Match Window Mawlamrr 0 No Windows n Door Washer/dyer Rough-.Heights Clad Color Match W.dw Cdr 0 Glass Windows o Top d Door O Standardyb O Hed Stackable Washer a Dryer M take Elly FIREPLACE UNITS Supplier_SELECTION CONFIRMED: a Law Systan: 03 Polo Lori System 0 Plan Lag Pawl-Lary standard 0 Sel for Washer/Dryer v.pedearm Drawerta) UM') OV..GMC Only LOCATION TYPFJMODEL SCREENSFgF1,1 AColds x White b Bronze Tore.Screens WN be Ordered to Match 0 Lecy Customized Steel Ru.Door all Extriw Thin to Form a Lw fct Radius Ae3 Doer. Washer!Dryer Installation: Can Room CO (' 21Gas 6000Nine alable the coma.Room Foe Schedule. - Intend of Door to.6e a Sr..Top. - 0 Nene-fiber to Arrange Hookup. Recreation 000411-C+Gas 60006 0 None 0 OPTION:Custom Wood Dere ,Urvae and Mow-Up by P.n.Prof to Clos. Screen Parch O Woodb rm9 Masonry O Ndw HARDWARE(PATIO DOOR HANDLES,ETC.) CO OPTION:S9den'a Fabs 6y Garage Ooh Company 0 Special Under Counter Washer Dryer t aloealbn C Go 0 Stadad Calors are White 6 ben.Madaane Wil be Ordered to Match the Contract OO Two'A H.P.Openers*Two old Codecs and Special Pliati g Ilam. Specially Edenor Tops 0 Nob ❑Copper C Omer Roan Heel,Setedule.Changes le Roan Fin).Schedule Thal Result 1n Change a Ogre Keypad Mounted oo Exterior d the Garage ❑Spada One Piece Acrylic SawerJTubs Cher to Hardware Color Ne M Updhage.The Same Applies to Screens. ❑Other Specialty urns: ❑Other Color FIREPLACE FACES: SELECTION CONFIRMED: I EXTERIOR DOORS Saeger_SELECTION CONFIRMED: I 8601 accesaona such as towd bars loner paper Nader,etc.may ba seated a are Gnat Room: Front Door _ GEOTXERY Coobador. plumbrtp selection showroom. Note' N you chose M to select dem ase pandrg Face Mate.Thr'Near Sloe-Mal Mw:515/Sq.FL Labor CO Now D Crnpl00 System supplier.soy^ma be purchased by sus asldner and lowered to the Dib 1r in9Waron Heats: dtala Limestone Slab Height 0 M Selection' S'maan Fn 6803 Doer wee 6175 Sideliles Iwo weeks pro to closing.See Towel Bars/E D Accessories Specification. Mantle:,Custom Wood 0 Log ❑Sen Doors vel be Lionised to Accommodate Standard Hardware Unless Recreation Roan Spedeed.Special Hardware: 0 None 03 Pant Lock System HEATING/AC/GIS PIPING Contractor. RE-CONFIRMED: I ELECTRICAL Contractor: RECONFIRMED: J FHeanh ace M0I RW Fut Stone Veneer-at Agog'540q/Too Labor Storm Dor(s). Ga 5emw: 0 Nan._ 0 LP r ❑Omer Service'The Electrician,Based ane%an,Last Bid the Retuned Sacci. Made',Ca.InWmd ❑Lm ❑Stone .-..,.__ - •.-.....:_.w__..__.:-_ .xr_.._n.. .le_� -....__.....con_..,.. Brad'. Door Cor Air Crdevag System. 0 Heal Pump ❑13 0 Seer ,15.0 Ser NS❑Omer.•.� ..•-•-.w-- w.-v..••. •.�--•- bFre Menial Fut Slone Veneer-Mal.Allo:1.400/Ton Labor. Hardware Color H eatng System: Standard F.o.cal Features: Hearth: tndiula Limestone Garage Height Hohae SIM Fre Code Door Nate IOM Flank Furnace: 0 92%Furans 096%C 55* Speed Fan-Bryant (SI Fare 0(14 ler Wan 1B)ON.nno4 pr IOM.a ohr o awu ION Made:01 Cuaem Wood C Log C Sob Tops06X- ,e'-0' 2nd Furnace fit aryl. 0Fore ^_92% ❑95% 0Omer mWal(0)An knee maw Nee ens rota tr.awn awe m napath Type: OD Fk,SI ❑Other 101 Nl.o a mune lg.N x ad byee.Jium(E)he detach bons — Garage Sawa Doo Sal:0 None 0 Rush 0 Omer a Panet Sad Imdated Furrow Tanana as weld r enrvwa s(F1 AlAmama oma n mated areas tobe seaed LOW VOLTAGE Contractor SELECTION CONFIRMED) Onus Docs.IN.Nr 0 Hrneyeel Van Pro 8000 Dye Set-Back Oal_❑Other (G)all recessed leas re ranee d looted n ma.csegz 101 Gas n 0 Contract re Sgsedt(Real, Mr Must 601/10hked Serer • 0 Honeywell Vision Pro IAO Dye Set-Back sane Pump Ory_❑Omer area x pr plan city 111 Two a..garage U)m Freestanding Gloag 1510 wkm erecmol serve n garage all is elms to be run,sinComae.ROOFING: Coae. SELECTION CONFIRMED: / icaa-no wires in storage area of garage busses. MaeM In Floor Hol Water Radars Heat ©Bassin ,Mater Bath Switching/Outlets OdOad 0 Cedar Snakes(Medium) 0 Oto Exterior Outlet's)Standard:Man Level Paha Door/Atrium Dors:Lower $10.t he Indoor Heat Has Separate Memo..IPM of In-Floor Hen System) Lent Patio Door on Walkout Homes Only,Front Door Alcove Area any Tin la be Exposed Galvanized Lower Levels with M-Floor Hear Receive NC by Tenons M tin Man Trunk line. Omer Exterior OuneN: O+Noe 0 Cor afele Location — 0 FLrglIW Completed In-Fbo d Oad Heat Source: s.no el(e)b Ful Ouldeor U919s: Type: G Type:GAF Tinbedne Asphalt 30 T_ 0 Electric Boier 0 Gas Burr 0 Nue 0 Crnplele OanNY Color O0 Enda See Elec..SpSpecifications Specie Outdoor lighting-Trench,Reposed.0 Noneas Vey Toe CI Exposed TinColour to Compliment Rod Garage ge Iksadg STstms: a Complete Location Span Roam,Turn are specialty roofing installation line to DOM Hear RX day ❑Corneae OM Hen bliss Lina b fide et oaten alley tins-woven Of cul line 00.0,allrn rt Healing or Heat 0 Ragan 0 Complete Idemr SvdUbsNdkts: d an extra cost. ,Noe ❑Cd line 0 Woven Saner.Heang System:a Noe 0 Sot her,Standard Toggle 0 Decca P.M OkI ned4e(s , Kee e l Br*ar4 Outlets: O Standard Duplex 0 Drm a 1110) SIDING.FASCIAL SOFFITS.ETC: Air Ckaer(0):0 EX-Flea Mafia Maga 0 Honeywell Electronic Co. 0 Lgre Almond ❑Whole Contractor SELECTION CONFIRMED: / 0 Brad Pesfed Are Dmmers,ONoe 0 Oty.10 L anon 0 Lwara PacAc Capone Sorg will 54 x 665/4 x 4 Tan Cans M to Air Heat Eahager ERV: O Renew0e Volume Ve000, a SwicedDispayOMah- Type: Lao Eposaro T♦r- Source Polo As Delekbd by CopaMr ❑Other 0 to a Complete Location(21 - Trim Coln Mat Mach Siding, Oe004:_ a None ❑Compete Switched UMr Cabinet lightsw Sappier. Ina.. Ban 1Fans: 0 Faneli dAD-Sone SZM uCO Per Room) 0 Ne Cont0. Location Kitchen Kitchen Soma 6 LA,Bar )(LP Snakes-Re5wa LP.54 x 68514 a 4 Trkn Caren 0Fan la 0Fan Neal Lamp Vara Toe Ka LghN: ❑Nae CI Complete Location NI Mesa Bain ❑Hatre Cern.0000.9 Lap Skip Trunk Leballdag: Shen Lights C None 0 Complete Op' 4 �al� • -R©0-aH o-Y4a 8 a 54 x 4 Trim Goners Ramblers Two Separate Trunk Lines(Basement 6 Nat Rope LFobs: CO None a0 Campine Location Type: Lao-Expwue T.o- Two Story Three Separate Th.Lines(Both loam a Upper)Unless In-Floor CaSng Fan:0 Nun ❑Connate FM Orey 0 Complete Fallon *�//li� Tum Caner NMMat Made Sd.: Haat is Complaed NPla 6 Man 50 V1 Suppler Installer Two Story Two Separate Tru t Lines for Man 6 Upper.Tad Trunk Law Id Other Ekurica Rearemeas: r , O HaraCoda Shares-Regia Hartle 5M 06654 x 4 Tem Comers town Lead Una,Radodee,e,t's Selected EIecM Dryer 01Nune C Corpse W ; J Cedar Slakes-,nMvItrla Corr Snakes Two Sews u.lm UMabheb Basement Electric800War: ,Nene C Casale nsuYer MSMGim'0 Ian S.. 0 haat Staggered O Rd Owdead 0 M In-Floor Heal 0 Gomel.In-Floor Electric Ha Water Hear ,None 0 Compete Oy kWe4! Two Stories Ranted Law Les0N b RMhder Low Lards 0 Wed 0Noe 2Canale LLa 0 VN Completed tl Owrnaa 0 RogRin Inftoor 0 CrayMe In Floor Hex 0 Sepias ,Now 0 Complete 2 2 Q FASCIA:(2 Board System) Zoning Can be C D.P. by. Baseboard 220 EleNo Heaters: 0 Noe a C.O. 7K1CS Ce6)r. 0 Specie Pro-Premed 0 Manual ampers CelNg Bath Heap: Co Noe_ 0 Complete Ory i F-, W O 0 Sedan Ione IOM a Then. on Ea.Level(Zone Slats FP6000). Bunn Ironeg Center O None 0 Complete Wake 0 Mardis Her.VTR.0r Heat Sysbmc Have a Separate Thane.. Whrpool Tub: ,None 0 Can0 �i 0 Seeman C041.00 arge VM load V.fans over 600 dm of a require Garage Ekubic O Stendad Wrrg ❑Special O SOFFITS: makap x.Anyditg b4 sun 400051.Ft meds Powered mako.p a. Fee.e: • y ,RS.Cedar 0 Special Pre-Primed 0 M 1 As Oar 000 CFM. Eleoma to Goo Goma Hear ❑Nob La Camped /--sr ❑LP Ga lima: ,FsspMpes Ory 2 Fbr OWet(a)Main Level(RIO): 0 Nue ,RA ON.1 Lnmaoo Great Rohn C 0 Hardie Specht Heating Xan;sMy Floe OWN.Concrete ,Nene 0 O mpee Location OA00O (21 Dyer VMM OUWI Must Be On Plain-Canmf.Moved d Ad ad On.Conn...on Starts i Q FREEZE BOARDSP.6 OTHER ACCENT TRIP: f<l 7 Z Elec.iv-Floor Radiant ,Nue 0 Cemplele Locaaoo = FIMss, Central Vacuum.Tat: O Nome 00 Complete-location(NW- 0Oth 0 Haft Central Vac Mead Type: ,Naw CSundrd(NOFWtred) COser ,Otlfer RS Cedar ,Z 001ebSpeoasYErffPeakSItems, CSI 00 COVERED FRONT ENTRY CEILING MATERIAL: 0 Spoon Cost for ORPeak Service Isz1� v0 0106 R.S.Curr Smooth Side Out ❑Omer ISSUE nmE 16.2013 REVISIONS f JOB#131011 SHEET# A8 OF A9 • • MASTER MAIN LEVEL ROOM FINISH-VERIFY DOOR HEIGHT&TYPE HARDWARE Supplier SELECTION CONFIRI3ED: I ` t 1 DOORS n DOOR NTI I P1,0 Door' C 6-O" d Gnp is UM On1Y Option fa B'Eztenor Odor INTERIOR FINISH SCHEDULE RAILNiG SYSTEM MAIM STAIRCASE SELECTION CONFIRMED_ = I I BASE I CASING TYPE& i TRANSOM I SPECIAL COVE) WALIIS) 0 e S- Pistol Plymouth 0 Other • N Newel pot's SOF-MATT SQEMATi MATT. GLASS SaEGAL TRIY TRIM TYPE 8 I CEILING Interior Dons: C Knorr INSULATION LABOR BMATERIAL Supplier -..._. ❑ Snlvavv CsCamel W��A s.rc WA +...r..�n I�V• :.:... ::.:.:: • Oak Po.e.4092 Enamel S.R. Smooth + ... -.. GA --*Ti.p- W House: 0 Category l G Fbgles C Ogler Ner. 0 Oak mMaple 0 Duh 0 GMrry 0 Other Relic AH Gmge: m Nom ED Sea Garage Finish Schedule Runner SW Pan 0 Lever Puanetdv 120�ttKnobs) Rating) CNone 0 See 50waeSchedule genVUod Tz ST wyCa 5%'Gas 2 PWM Flat e-0" a atm"crown a TAG Enamel S.R. Smooth ' ]Spage Accent v Q Type: 'C Colon.6010 mpa6519 KAN Spec.Sound music n: �]Othm Pt Grade PL Grade F F40 Alder s Inset IOOe0 0 der SW Pan I Comer_-__ — S Wag el Powder Bald Mate. Ger h ❑Ciwty 3'dhow Agee Dn"g Wood 6'a 516-vaLp 3%-Crab 2 Panel Fla. 6'tY 4 SB'Clown&TAG Enamel S R Smooth Hardware Color. m Oi RUOEM Bron..e T, O Wags of LwrMry Room PL Gram Pt.Cram R'Wc Alder Wesel Knotty Alder Sul Palm ❑06er z`r"-�' A. F].Coling Be.Master BMcan d Mash Bath HardwareSPType:G Caaial4205 ❑Hampton 1270 Non-Fluted ❑1'/."s 1%"SSquareGrowl Wand 6"a 52'wCap J%'Cats 2 Fare)Flat Y-0' Beams Enameled Enamal $R. Smooth Kegs Con-.To Mmach M Ellen P0.090 • O Ddsat Spend Inshnalion I-gelate Future Wine COMA AN.8 WaalType. OB1er Wm..hon ROwn R.Gram R.Cede Rustic Alder Nae SW Fain - B fie' Masmal. ❑Beech C Clary ❑Other cal I Study Wood 6-x ST*Cap 3 W Gab 15 LOo Glass S-0' 1/S"Crown Enamel I S.R. Smooth I - ghat-In koNrg Board Ur.: O Nom O Ca..Per Plan � � SHEETROCK Contractor. PL Gene .PI.Grade Nae I SW Pain I O Type:See Ca..Schedule Lowy Level: ❑ Knoradwm _Other Smoot STAIR SYSTEM-MAIN STAIRCASE SELECTION CONFIRMED: I Kitchen& Wood Co 5Y'wiCap m 3 W Gelb 2 Panel F. ED' 5W Gwal Enamel S.R Sr... I '�-�:1 Man Level; ❑ ...en Wpla S.mmds — IKk Supers Pt Grade Pt Grad° • Rsudr Ada None ISY pan COUNTER TOP SPECIFICATION sELECTION CONFIRMED. I _ i e sNwaaa Housed sTa:w F0a cam.. Upper Lew: C K..so C Other—_ teener Bed- Catpat T a SIT eCa ]:g'CMb 2 Feld flat T-0" WA Enamel S.R. Smash Garde: '] None None Sas Garage SCedub — flee.d MYrbl; Fn.h: room Pt Gras R Gam Rustic Aper '!dole I Sp Pan Specs Swed Ina.. O H Risers and Treads to be...non grade Inning material caw. Master Bads Car Cy ]%'Crafts 2 PWM FIs '8'-0' WA 'Enamel S.R. Smoon MATERIAL COLOR: EDGE: SPLASH: Saari BOSO'❑Seowad Arena 100%ad by carpel./en Ssd malaris matches W woodwork type. I Nara KITCHEN 1SUN0: S.Gra.-Ter' - N� 0 Exposed Treads&Risers`.Xao System w Camel Rumor Pt Grade I RusD:Aper 14 ST MO Pain Sound Lhdnm'I:❑Sekoetl Meas p Treads 6 ev l de wood erne W0 SP...../.apgg 0301 Wood CO rac WC; 13%'Co. 12 pate Flat B'-T Cowl Enamel S.R. Smomn I OTHER KITCHEN TOPS: SI.O Cradle-Ter 2 ger_ • N rMetradc to haus elwan aware corner Wad caned mute certwr door suppler.Lary o am.trema and wood ton contractor to DaUh Pt Grace Pt Grade Rustic Aller None SW Pad --q KITCHEN SUPPORT: Slab(mole-Tr 2 4'Grande option a selected. Nash coat to mat.wood floors.Treads material and finish 10 mann Rear C. Co 513'wlap 3%"Gab 2 Pahl FIs 0'-T WA Stan SR. Smoot-1 MASTER VANITY: Stab Gran.-tier 2 _ '0-_Wrig • Round canna bead coon for Ne fadpvay sea: wood floor mote be bid by wood floor contractor.See wood flows Enna AWN Alder Knotty Alder R1MlicAdavel er None NO P POWDER VANITY) Mn Gratia-T 2 4'Creole (2) TU Risers Enameled Laundry Cot &05T.C. 3%-CrdY 1Panel Flat T-0' N/A Enamel S.R. Smooth BUFFET: Stab GreM.e-Pm2 WA (2) — Pt Grata PL Grade Rm.Aper Nom Std Pare Risen material I0 male'h trio mate.Rican are normally conatrwped BAR TONS: Sta. Slate EXTERIOR WALK STOOP.PATO&ORNEWAY SELECTION CONFIRMED: / d%"veneer materiel.St...melena to mach trait material. Fopre Wiwi Wood 1 T it ST iNCed ]%'Cr. IS Lite Glee I S'-D' N/A Enamel S.R Smooth GAME ROOM: Sop Crewels-T j WA Palo: CI Per Plan Mate.. By LandSOSPer 0 poor Cellar IPL Grade t.Gram None SW Pan Closets Per x S.wed (]W Crab 2 Panel FW B•-0' WA Enamel 5.R Smoot Fro.Welk OO Per Plan Mala ial.Standard Concrete ❑Odor LOWER LEVEL STAIRS IN A TWO STORY HOME SELECTION CONFIRMED:_ i P. IHC ode Pt p. ,Ruetie A,dm I Nom Std Part OTHER VANITIES: MATERIAL: COLOR: EDGE: SPLASH: 0.3• Sloop: CI Per Plan Maes 5tandard Cancels 0 Other Garage Apar;1 Pyr Pon co 002/:Standard5400Cahaete 0 ON. R lA Y.BATH: Vanity Pmrram 4'GrarNe Slat System; 05ladard Ilouse6FV Capel Clenta Lacy RanCm-Crane s -S 5500.4 Baas Rudy Knockdown-000..en00.00 Sinned sward MVrT'm Cela-CMtvna Driveway; ©BY Monroe MaMhY ASphdd GEYosed Treem and RBers vnW Capelftonrer Cbab LscY 9lahMe-NC.abm haw SbodSO BNs&Trkn YlNwr SryB&Firmnto NAVA Roan FaM. (iaNe Toss aNazavaay program ms ihcldea the grave lap yen annMemhoun sink atavery affordable prices. • Screen7.400 Pada Fkdr OO ROWh*Cp..wide Base 03 Pavers By QMItt stead 0 M: INTERIOR TRIM&TAN COLOR PalaMipeafiodaata want I.wider than pa[idanan OOOrand 6' Rating System:CMatdh Upper LevelDpiper STDWTERKIoWALL COLOR smin SM Toot Cnam The Ora Iso irodeealode IPT UdelmouN sink and the faucet holes wdbdnW na01110 .0 Or on cooter) In length and Me too WI be panned v.a standard 3/16-rarer eoge.AS lotus,.vadies cane waft 1 adesplash and 1 W000 FLOORS Contrapen SELECTION CONFIRMED: I SPECML PAM:COLOR LOCATION: COLOR LOCATION: barprspasn. CERAMIC TILE SELECTION CONFIRMED: r COLOR LOCATION: ImVgec Woad Type Msttoi-.in Level of Ham: DOORS:tSW TRIM DOORS AT YAM LEVEL OPTION:I VTMON DOORS AT MAN LEVEL Cela Chooses) ❑Labrador Green 0Opalescence Selection Made MG Lary am Sta.BrMaple ❑Venetian(-del G Azul Plalin0 SelectionH Tole Installer.❑Conn. ❑Otl1Cf MASTER LOWER LEVEL ROOM FINISH-VERIFY DOOR HEIGHT&TYPE LAUNDRY: 500,000 __ Each O Tib has Colla: ❑Red D. C Wn4e Oak '�Clear Mage Each Bath Nus 2 Cortin Shampoo Shelves 0 Red Oak _H!omay O Brom Maple I t 1 DOORS DOOR HT/ SPECIAL I i a Edge Laminere OO WRC Common Walnut BASE CASING TYPE& TRANSOM COVET WALLIS) 0 other Board Size-Ae Fbo2Lad Random Lah9the: SQEMATL S�pMATL MAIL GLASS SPECIAL TRIM TRIM TYPE& CEIUNG co. C 2 y." G 3' G Other 3'4'0 S" ROOM FLOOR TYPE TYPE' SUPPLIER ABOVE &MATS_ FINISH FINISH FINISH CABINET SCHEDULE Custom By: Wood sun cello:Dark wdmt StainROOM WA WA WA Enamel 'S.R. Smooth Supplier. SFIECTION CONFIRMED I Carpet WA A SELECTION CONFIRMED: Wood Finten any Fin.Coat Runner SW Pant Standen Specs:1)Sold Wood B Vrn00104 Mal3005 2)Open Backs(Uness Spear.) 3I Wade Melanie Lacy Standard Polyurethane Rec Wood ex B.vr/Cap 3%'Crab 2 Panel Rat 6'-S' WA Enamel S.R. Snoods TOWEL BARS•TOILET PAPER HOLDERS,ETC. SELECTION CONFIRMED: / Waterbase Room Pt Grade R.Grade Rustic Alder None SW Pant Selected At Shaves and Drawers 4(One Bread Board 5(One Double Bin Trash Pullout 005400(5)Type-Flush Wood Wet Wood 4.5 ST verCap 3 W Cato 2 PMhd Fat 5'$ WA Emmy S.R Snyo. Good By. 6)One Set of Tray Dodders])All Cabinet Uppers 6 Base Cabinets to Have Flush End Panels Spear Star Treads to Mach Wood Floor ❑Noce O Complete Bar FL Grade Pt Grade Ruafie Aper None SI4 PanI Heme Oder SW..Due Two Weeks Prior to Closing&Labeled nbi.at n 6)Cabinet Drawers are a Co of Fla&Raised Panel draws 91 Two Ower Steal - Game Wood 4'x SAS 0VCap 3 Ya-Crab 2 Paul Flat F-e' N/A ml EnaS.R. Selo. By Roam&UssUMsion Location n Op..AM Soft Case Hinges 0 Optional Al 5o11 Cos,Guides Roan R Grade R.Grade Rusk Alder None SW Pan HOME EXTERIOR&INTERIOR FINISH SPECS BR i2 Capel IT lo a SW FFlat 6• l Crags 2 Panel -0" WA Enamel SR. Smooth i CARPET SELECTION CONFIRMED: I Specialty Data: CeiOlacor SELECTION CONFIRMED: I Pt Grade Pt Grade Rutic Ades None Std Pant Insta.v. Master Vanity 10000 -.36.Manna. 0 Higher OIBR aJ Carpat S.x ST wAG 3%'Cr. 2 PBM Flat 0-S WA Enamel S.R. Smmtli S.W., _ - Other He:gM'. 03Y Sta.. • Ewan Pahbgl5tawg R Grade R Gide Rusk Aller Nate Std Pant Selection: Landry Upper Cabot Height: p AT Standard O Other Tb rod o panes.P.e seen.'d a home vanes based on the Alpe of ensnare./ BR 24 Capel 4.0 510•oat ap ]W Gab 2 PSM Fa. 6'-T Enamel S.R Smooth sow eb 0I.d ewereand.Mn.adnw Pa..ldn ma.Aa wood wet.°(Set tot Manders relent appliance)lPt Grade Pt Grade Rune Alder Nape Sul Pan NIRROR515HOV/ER OOORSITUB ENCLOSURES one coal sena of aaoasemlao.o,sums 01..mut NXehen: Cabinet Height(s)we Sbggttetl hood 98'p 10Y g aro s�lydao0r p�antn9 B Dd wMp ma d addn um loam Namhdry M...mut %Bsh Ler Lel 3 S.Cr. 2 PBM Flat 6'-B' WA Emmet S.R. Smooth SrYpler SELECTION CONFIRMED: I Doors are Rased PRIM loan:'J^Standard Overlay ❑Inset ate pe.whad me.or mN ma saes aa Iron eery sysem.Toe garage 0004.05i0g. PI.Grade Rus4c Alder Nona SW Paint Mnor,: CaCinel Drawer Glides are: G Ful Extension Sed Closing 1/San Closing Guides since door casing and Me hues ems door wt.o Plesaaed.004 who Rouirex a IlOn lake En CM Car 3 W Crag. 2 Panel Fol F-T WA Enamel SR. Smooth 2/Per Customer 5'ecnon-This is an^F.wance Ilam That Cabinets are Si0.0111 0 Concealed 500-Losing Hinges VI Solt Close lenge Pate.NOTE:Hones ma use ed.aMwed panas.n may require/003014091 M _ Pt Grade Rustic Alder None Std Pant Inckides Inhalation. Wae-In Pantry Shelving by Closet SuopM 155Maag mama ollen. Hidden Carpel 4.0 Sr wOa 3 W CMB 2 Par.Flat 6'A" WA Enamel S.R. Sm.. 24 Fowl Mastermath&Lowe'Level Center leond: I)Raised Panel Eras&Back 2)Basic Furniture Feet Snag Ca.or. Room Pt Grade Pt Grade Rustic Alder Nom 5W Pant 3)Canter Top Hegel; 0 42'Ea' C One Coa Sel Amkod Closets Capel 4,ST*Cap J W CMB 2 Patel Fla 6'd' WA Enamel SR Sem. Shower Doors: tug-Balance 3T O 36'F. O Two Coat 54e Apatied Pt Grade Pt.Grade Rusod Aller Nae SLI Paint Master Bate: O None C lona Specialty Items: OO Refrigerator Panels ©DialO Boon Panels ❑One Cod Farmry P.m../TosehLp on%le,0 50.a Oahe Baha'. 0 None 0 Oder Semi-Frames.at LV. • Appkame Handles Me Not Included in the Ba.They are None.Avera..Through Cabinet Supper ❑One Coat Factory P.n./24 Coat by Paints on Sin TW EMOsues. O None G Other Cabinetry Hardware Allowance&5Each oaan .00 Ea -Sebes at CabM Silppitt Favor CaloCabinetry ..---....-----". ._ .._.._-. __:....__. .___.._.-_ .._-_......-._._....,".__._...."....._,-_a,.-....___ al Wer Cuhan Mood Vent-Anon Abel' p Two Coat Sm AdWed Closets Lacy Staaand•N Clans a new Sheard Ease 0 Tum WOoa Sate 0 Findn to Match Roan Fn. Olow Cos Factory Refinished l Tax,.on Site by ander w 0 Star Clear Glass(3)Between Exrerose&Game Room& CABINET HARDWARE SELECTION Supplier SELECTION CONFIRMED: I ❑One Coal F4Wry PrelWe412.Coat by Painter on Sae INTERIOR TRAY STAIN COLOR: (I)Between FOt,Woe Room Sb Tees, Sof.Color O Mach Fam ❑Mare Body Cola sins etTEt000 wall COLOR:_h SW N.Creamy 00.r ❑On Homes Rawnp 54e Paint of the S.-Soot,Panted to 0005 SPECIAL PAM:COLOR: LOCATION: Body dHome-NO Spon MasA4q Resited COLOR LOCATION: CLOSETS Suppler. SELECTION CONFIRMED. I i (B On Homes Resaag Nte Panting of C So.11.•SdkH ReObM to b COLOR LOCATION: ri.e to Match Fascia Calor-Edo Cosa a Melanie Shed wdh Chrome Rod Tlw Out S._ O Master Closet Nodded(2)Dresser Meas G AN A.O 001009 Hams-Soffits Same a Fascia Emu Ca.'.EneylPadl Cairo - GUTTERS a DOWNSPOUTS Contractor DOOR AWN SPECML 0 Mas SOYt Color Abse BASE CAP YIOGLDING- _�con Pt 0 None 0 As Mater- ©Akmrxsmod ❑Tetal Home ❑Oder_ MATERIA& 6TAIN/P OO on Sal on Godo T&G \_�_II I LOCATION 8ME ALM FEATURES ❑Olen ON TOP OF A ii'r 3'h" 1 card Graters:OMaoh Faso Older Kitchen A Psibs FW Panel Pt.Grade Enamel Rites SwdAN4daw Badvv/Trn; -.._ _ G M.tA HOUSE cera O __ t C°S.oar of Cher Re ®�Fascia n aIWr... ne Kitchen Ward Fat Panel KIVU,Alar Slain Furious Sty. 129 Match FamYSOMl Color 0,4T0• Support Rat PWM R Grade Enamel 0NwMSIamWaped 3/S"n I••PENCIL- 1 CScrane GOlhen Decks Spool deck paMg EDGE TRIM HOUSE NUMBERS: SELECTION CONFIRMED: I BONI Flat Panel PL Grade Enamel 0 Nam I 1]Stone NunWer Suppled So O. Cordada-Vary Renner Stone So.o6cznm r Rat Hyl Bends Flet Panel Knolls Alda Stan OSpoasy Paistaa Deck-RoddGdr,SpnhJes&Verai PaOon of Handrail W 0 SpOoary Paned Dealt Pryb ❑Specially Pend Deck Staff I If Bid C is SOTS Uonhdly 0..i MAW.Sup..BY Omer Penner Vary By Owner R.Grade N/A E Match Ensor of XonnWwdm Per Flm SA�.n 3L}.� FLAT CASING �j U O Screen Porches-Interior a.Ensor SBve4Paised o Made Eder.Crier WATER CONDITIONING SYSTEMS Contractor. Master Va. Flat Panel Pt Grade Enanel Fr.ront Entry Casing for CONNA dow/SideYa Mair nm CO. i or 3h"'y CC RO System Softener �I Malta ben Flat Panel R.Crede Enact. Gam,Sawn Door.b oy I• ( ❑Odor r Garage Overread DepRel : 000 Dv a Comore. I _ W Gent Room Bari-W Fol Panel R.Grade EnatM Wind.Gids; O Nome B4"n 13/H"WINDOW SILL c - /-1 00 P�1 Rec Ram Flat Pael Knotty AWN Stain O1Olslded light Clad Essar&Inmate Mate Trim WITH A OS" w ❑Wood 11)p$r dOros Calor. x 3'h"FLAT s i`` O 3K" 3K" ENC.el Shuners: SCabr CASING BELOW i__ • - A Ra Roan Ba Fol Panel ...der Hder Stan Window Boxes: 0 Cda Open 1J Game Rowe Etat Pate Knotty Oder Stan nmor GaeageM Door Ma adaAPKS-ON White. \'m T^/�� take&asn Rat Panel Knotty Aller Stan Garage Flask-Wath&Cryng: OO See Garage Soenie I Vl Interior Wan.Cefrgs•Trim,Etc:0 See Roan Fn.Schedule Lake EM then P Knotty Aper Stan Spay Pang Nae: TRIM DETAIL 1 [7� F�Y]I W I BR R FBI Panel Pt.Grade Enamel > LAY.Bah Flat Panel Wady Alder Stan 1 Holden0..w^.. Rat Panel Knem Alder Stain Q p4 L.Th C4 0 O V DJ ) c--- 5 M r C4 � U 00 LOWER LEVEL BASE I W /H^ �(Yr Z IwyI C 0 STI,BASE CAP OAIGPOINTE oN a ,.aA•' -- 4092 FP-2E NEWELL OST \ , ii WPISSli JUNE UE 2013 MAIN LEVEL BASE ---- • REVISIONS -.\ 2"SASE GAP J ON 6" r %• JOB 0131011 SHEET 0 A9 9 3 • • • •• p • I. SBtlitt$$8m Q p p p p .5•i..P< X06 €W €e €' '3'!g IT D 8"lig/I° S ° "<Ti i! © C) 0 0 ' 00 PH 0 40 0 fF p"K 0 © r._, p p 0 ® p Iigl /Pi; h b lh T21 eX €€ P 6fP y $ @ p ' . qR F a R r p� \gyp i J L ° m�c 0, e•Pt, -1 I $P ao 1 Como mop —I I�g o-1 pl 9 E ° 1 1p ' 1 131 g L p 1 L •QoX p 16 ig 1 ��<0111 P1 Q "?ti 10 1111 'I M a ii I ,. I Iii I <;I iig I L--- • _ p PI'`6 r-! '1 SJ v ---J ¢c •�C ©same POPo w y a a 1g mo V); T OI's X J 0 a Axl $ IF' a 1p � plv s WI lyr :O J �� a e. . . 1 1 1 ; ° It l r——— --- o I Cl lei ,..m. I I _ I ° 1 n--J 1' pl IL gl I ie J J I— J I r-— a x ip �6"o e a a 1� p —1 1 � 3�< I a� L- Imo I L_01 g 61 I 1 1� % L— © 51 1� x m°0 -1 g e 1 Io' O Kapl I t! ® 1 4 5 1 11 I I I——J J e, - t.•. � I 1 I— _J I k L_—© J I L i IC) rr,rs'0 ID 27:1 41 pl lEs r OI O s momol L • Lp-- L -- fro ® i s p1 _ 4 ` O 1y s I 3 •• •• c),` ^ 1- w2 , ..I • . s paI' I p 01 1y I _ .. � � 1� ,— Nm I I l �p p I 1 sig 1--- -lI 1 s I (— ,i;.1 Ipmemo pl 1 .. Ilk 4 Lo NI `u....�. Lp 5 O — —p> —1 a tall 6.1par •e b' In NEW HOME FOR THE: ° '=d -gm BECKER RESIDENCE Ne =w Scatt 4199 NORTH SHORE DRIVE r/ ORONO,MN I[ BUILDERS INC.