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Home My WebLink About2014-01334 - new structure iiiiiiiiiiiiiiiiiiiiiillillillillillillilliiiim CITY OF ORONO * 2014 - 01334 * 2750 KELLEY PARKWAY DATE ISSUED: 12/19/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952)249-4616 ADDRESS 2490 OLD BEACH RD PIN : 21-117-23-22-0005 LEGAL DESC SHORE HILLS LOT 004 BLOCK 000 PERMIT TYPE NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION $ 1,400,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE,GRADING/LANDSCAPING,WATER CONNECTION,SEWER CONNECTION,LAWN IRRIGATION,ELECTRICAL(STATE) PRIOR TO COMMENCEMENT OF LANDSCAPING WORK ON THE PROPERTY,A SEPERATE PERMIT AND LANDSCAP PLAN ARE REQUIRED:INITIAL: r NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOUNDATION SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL: _VA NOTE: PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: I4. NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURVEY)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: .6W\, APPLICANT PERMIT FEE SCHEDULE 7,556.75 LEGACY DESIGN BUILD STATE SURCHARGE(VALUATION) 660.00 13860 IST ST Payment(s) TOTAL 8,216.75 BECKER,MN 55309- Minnesota State License#: BUIL-629400 CHECK 11384 8,216.75 OWNER MCINTEE,SHAWN&JACQUELINE 2490 OLD BEACH RD WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. i 9 ;' 5AV:1;,c?an"t"1 rmitee Signature Date Issued By S' ature Date l City of Orono 2750 Kelley Parkway Orbno MN 55356 952-249-4600 Receipt No: 3.012486 Dec 19. 2014 Shawn & Jacgeline McIntee Previous Balance: .00 Permits 2014-01334 2490 Old Beach 7,556.75 Rd 101-32510 Building Permits Permits 2014-01334 2490 Old Beach 660.00 Rd 101-20802 Due to govts-State _ Total: ------8,216.75 Check 8,216.75 Check No: 11384 Payor: Shawn & Jacgeline McIntee 8 216.75 Total Applied: ------ ------ Change Tendered: .00 -------------- 12/19/2014 01:08PM owl CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS O Mailing Address: Permit number: 2 �� (y — 0( -j_j A, PO Box 66 !v� Crystal Bay, MN 55323-0066 Date received: LI Street Address:' Received by: S G� 2750 Kelley ParkwayQ,(Lj —,,133- Par lreview fee: , F lgkfSNn�� Orono, MN 55356 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted to Incomplete applications will be returned. (Please print) i 7S GENERAL INFORMATION: Job Site Address: 2970 rzp oeoyy j MAI) Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: 44CQi ca./ l7P 'SICti -- /Id , State License# 13C Expiration Date: Phone: cell - office (p Mailing Address: 1 city. ZIP: Contact Person: v Applicant is: Contracfot� / Homeowner (circle one) Email and/or Fax: 7r.,3 _ PROPERTY OWNER INFORMATION: Name: �fAtvltJ �CI� l✓jc t Phone(day): Address: City: ZIP: Email and/or Fax _S YA(J\Nvj, ML In ECC_L>r�W lOV1,(,aM ARCHITECT/ENGINEER INFORMATION: Name: A IEk fe ns)s" C Phone (day): L _ 77-7 / Address: VQ1 LAS liq t ST-. City:(x ZIP: 15z'3gZ Email and/or Fax: � ? X73 X222 PROJECT INFORMATION: Descri tion ofproject: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ENew Construction Single Family with 9 Residence Addition attached garage ❑Garage/Accessory Bldg. 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 ❑ 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.or GE)1Y1C Estimated Construction Valuation (excluding land) $ /, C ., M2 ' ns. STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= 9S Number of bedrooms=__i� Er Wood/Frame b.Width (ft.)= �_ Number of garage stalls: ❑ Masonry Areas in square feet Attached= ❑ Metal E:1 Pole Bldg. c. Basement= 3( Detached= ❑ ICF d. 1st Story = �S2 El On-site Prefab e. 2nd Story= ❑ Off-site Prefab f. %Story = El Other(please specify).- g. pecify):g. Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Permit Application ❑ ❑ Proposed Building Plans ❑ ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ ❑ Survey(meeting all requirements) ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation(s) ❑ ❑ Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ ❑ Minnehaha Creek Watershed District Permit(s) ❑ ❑ Plan Review Fee ❑ ❑ Application Escrow&Agreement ❑ ❑ Other: APPLICANVOWNER 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 $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signatu Date: �' Date: Owner's Signature: ��- r PLAN ReVIEW CHECKLIST,FOR Nim TRU`CTUREslAbDITIONS � Adc�ressiPermlt�lunnber �. ��d Description of work. Septic reviewby �_ Date Approved. Zoning review by: E#ate Approved:, Building review by: fete Approved Grading review by: Date Approved: w Zoning District: ..L _4Voning.File#: Reso# Reso_Date: Zoning: Lnt Area: SF/AC VVIdth. Lot Coverage: SF °Io Survey Submitted Yes D Np Date'o#$nrvey:' = '' `� ., Revised datecL► Z Prp` Setbacks: t(Lakej R r(Street) s ( B 1iw j� ( S_` B W �# .Other BulMings Wetland` ide Side qm Defiieed Weight:.. : Peak Weight ;' FF I : FFA minus 6'f. eet= L (existing Contour)' Perimeter(Iine+�Ii feet)_ �,' 5Q%o ��" #-of Stflries Ok, YES FOR A BUILDING wrol A ameMENt OR CRAWL SPACE: _ The,'distance between the 19"o, FOR A aUU.CfING.ON A SL A$.'FOUN0�1Tl4N:. '`1 _ START WITI9 pmpoged Noor(of'the.baewnent or crawl moll@ itighestpointo the roof ' Tf�e distance beriveen se lop of slafrand START YIl1TtI the highest Pont th@roof. lf.you have,a. If you have a.. (3ABt£OR WIPPED ROOF(no . CAF#Li`OR PMOM R00F Cno windows) Sob acthalfthe windows):'Subftot half the,distanCB i distarroe betweei}the highest parrt -" batar�p.the h{ pkat of,th ,ropf G of ttre Yoof to.the low ! W the Iow point of lite corresponding I SUBTRAdTION corresponding SUSTRAGTtON gaplecthippedrod °(BA+aj=D ON tttx0� tiABL OR H1F i SON • GAKE fJf MIPPED RO0F,,(Wft TYPE) wihdo") ROOF TYPE) windows): SubUact,haffthedistanoe; distance between tle'top of the highest highest window window acrd tfthighest point of ft, i roof polt►t 2f fire roof" AL t Oi FiEFf ROOF TYPES{flat ACt O Hf;R RO�t mansard etc No subtra#ton. mansarp etc) N9s AD jTl tJ Add the distance between lite top of sib TSUBTRACTIbN SWbfract tha:distanc e _. , (810.5£D ON and the highest exT "I grafi adjacent to Alf)ON MUST)t�G bes�Menticr_W1,space�lk fING the foundation. �• highest exisfiftg grade ad) Irtr►0>!5, 40Ati s) q� G foundation OR 1df et'( � „� EQUAI:S' tined building height t EWALS.. Defiiu�d`5ullt7tr►gneigh# r l s Shoreiand'Disfrict MCV41D Permit Received Avera" Lakeshore;Setbak 1Miet? Biu#f es tai WO D fid/A 0''y es NO es o No Y, G t, Ci` N/A ,47 Fermi#Number Setback: Storti ter Quality Existing Prapcis®d Variance Required` CUh itequ>rred Ov�rla District Tier Hardcover Hardcover ® Yes . NO Yes o'. Ty (i): Type(S)' Updated: January 2013 I v:lformsVian review 0,6ddist 20U.d0rbc I - WE ":y, � ,•'�^ds;.�r � �-:ar zb 4,,.:��. 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Perms ;4 q�p� # _ql ¢ k r¢ r 0140, Co df��/l'l Spy 7 t'Yile '•74N J s5M1 f y s c r f POO�� l' T { 1 ,� f f 'k 3�/.y r. �'- f, 4 '+`.v ,�-`'. d-- �. } x•, Lit "'t ftd i�i� t �aM M opt toot. QSgn Q4—W.Q001 SOON s i$ �►�� = � i� t�� s ,� rG�� 7 ��s �"� "x� i',�s.'�� i w'� � �" =bora ��.:�� ; '{ . A Final- Hy aa _s>L y r i 71 �A end B q�i try v i jx S _�'as ��' �, �'�t?.$"�;,> �a�'. �.��t Y'ra73�" a.� .`�c.; 'Sa�.`+v° / t-J. F->r 4`� y,� �t �"p rr t`w�` ix $i}✓ : _ a s r il"a 3tsi"'x`r*v Too,", Poo �..7 � t.kt s r � g t a,b �' `�S to TF SAX A 2 a re ar t d!� TV M ,1 rim Man too says z YIN �y s a x m y xi -i @0A Y LKSi 'V � � ` ly - POWWOW f f Y Y` •w � � -Y 1 k 1 s�• �� ' ( ?t r � { �� 3 �p w<w .`2�-'nd sit, o k. �� MAN w t Y`5.1:k ri -. + "- e 3"it' r # x.f ;'� § a a ear ,•y'i A w '} s R >+.. e&� >,'�,'�,4'tt u t us Y y '4 j ZN fFia am 'Y • -�n ""�'e�C`-+, se r `� Y F ._nw � 9tt � y,„�.,crr�� '�,. + '�"` ,wkar�. `e`' 'r�'`�`-C `"'y.,.,> _. Y'uv y:y,.rasay.�r.', '��%+2cv "P *�°* 't4%Sd''` xhr<Yt''P.r 'x,§y�/3 p ?h4 x+t*ama7 ,axswM s "4c+.• F Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, December 16, 2014 2:54 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 2490 Old Beach Road /#2014-01334 Christine, I have completed review of the attached retaining wall specifications and typical section detail and have no additional comments. If you have any other questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Bolton & Menk, Inc. P:(952) 448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Monday, December 15, 2014 2:16 PM To: Robert Bean Cc: Melanie Curtis Subject: FW: 2490 Old Beach Road / #2014-01334 Bob, Please review the engineered retaining wall information attached for 2490 Old Beach Road at your earliest convenience. Thanks! From: Rusty [mai Ito:rlear@legacydesign-build.com] Sent: Monday, December 15, 2014 8:42 AM To: Christine Mattson Subject: 2490 Old Beach Road / #2014-01334 Christine, Attached are the engineering specs for the retaining walls. These are designed for the current survey that has been submitted. Please let me know if you need anything additional. thank you, Rusty Lear General Manager Legacy Design-Build 763-856-9210 763-856-9211 (fax) i Christine Mattson From: Christine Mattson Sent: Tuesday, December 09, 2014 3:07 PM To: 'rusty@taylorwestcorp.com'; 'Shawn Mclntee' Cc: Melanie Curtis; Lyle Oman Subject: 2490 Old Beach Road/#2014-01334 Rusty, When you dropped off the updated survey dated 12/2/2014,you told me that Legacy Design-Build is not the contractor who will be completing the landscaping. So you understand our process,when we approve the building permit survey with proposed grading for the new home we are also approving the landscape plans as proposed (i.e. driveway, sidewalks, retaining walls,grading, etc.). In order to approve this survey for construction of the home because walls 4' in height or greater are shown we must receive engineered plans for the walls To avoid this, please revise the plan so that all walls are less than 4' in height and the grading adjusted. Before the landscaping is to commence, the landscape contractor will then need to submit a landscape plan and apply for a zoning permit with an updated survey showing their proposal for our review and approval. If you have any questions, please don't hesitate to contact us. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) W 952.249.4620 & 952.249.4616 E cmattson@ci.orono.mn.us -'�) www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Wednesday-Friday, December 24-26,2014& Thursday,January 1, 2015 1 Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Monday, December 08, 2014 9:59 AM To: Christine Mattson Cc: Melanie Curtis; Lyle Oman Subject: RE: 2014-01334-2490 Old Beach Road Christine, I have completed review of the revised survey. The applicant has adequately addressed my previous comments regarding silt fence location and grading detail. Walls 4' or greater are still being proposed, so retaining wall plans designed by a licensed Professional Engineer should be submitted for review prior to any wall construction. These plans could be submitted as part of the Landscape Plan review. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Bolton & Menk, Inc. P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Friday, December 05, 2014 12:51 PM To: Robert Bean Cc: Melanie Curtis; Lyle Oman Subject: RE: 2014-01334 - 2490 Old Beach Road Hi Bob, We received an updated survey dated 12/2/2014 for 2490 Old Beach Road. Please review the partial copy of the survey attached. If you are unable to review, I'll have the full-size survey available for you on Tuesday, December 91h when you are here. Thank you. Chris— From: Robert Bean [mailto:bobbe@bolton-menk.com] Sent: Tuesday, November 25, 2014 3:22 PM To: Christine Mattson Cc: Melanie Curtis; Andrew Mack; Adam Edwards; Brian Simmons; David P. Martini Subject: 2014-01334 - 2490 Old Beach Road Christine, I have completed review of the Building Permit application package for 2490 Old Beach Road. Following are my comments for City consideration: i 1. The silt fence should be revised to be immediately down gradient from the proposed work instead of following the lot lines and shoreline. Silt fence should route around trees to be preserved (e.g. 36" tree along northwest property line and 32" tree northwest of proposed drive circle). Additionally,the silt fence should route around the tennis court to be removed to ensure sediment does not migrate off-site during demolition. The silt fence should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Are vehicles to access the lower garage? If so, is the access route to be paved? If additional hardcover is required, it should be included in the hardcover calculations. 3. It is unclear what is proposed for retaining walls. Additional spot elevations should be added to the plans at key locations(e.g. changes in horizontal and vertical alignment). Walls 4'or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review. Walls less than double the height of the upper wall apart shall be considered one wall. 4. Grades and contours must be revised on the southwest side of the garage to accurately depict the 962 contour. Currently,the proposed 962 contour is not indicated between the proposed circle drive and the garage. 5. Additional grading detail should be provided on the southeast corner of the proposed house to define the swale routing runoff around the retaining wall. Additional spot elevations and contours may be necessary to adequately define the Swale and ensure runoff is not directed over the wall. 6. Additional grading detail should be provided along the northwest property line to define swales directing runoff along the property line and not toward the adjacent house. Additional spot elevations and contours may be necessary to adequately define the swales. 7. As a safety measure,the applicant should consider providing fence on top of the wall on the west side of the proposed garage to help keep vehicle and pedestrian traffic from going over the wall. 8. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re- establishment if the applicant is unable to follow through with the conditions of approval. 9. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 2 This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 3 City of Orono Hardcover Calculation Worksheet Property Address: 2.4 9 o D LL� B E-?4<fA{ R O A D \^Af5H0Q'E Prepared by: N STE IZ tom) Date: 2 2 (4 v i �� 1 Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: EXISTING HARDCOVER In the following table identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separately for each portion. Key to Hardcover Item(Describe) Length x Width Total Survey (Square Feet (Example) Garage) (24'x 30' 720 S.F. A S.F. B F D I 30S.F. Ctp S.F. D S.F. E S.F. F L S.F. G l OS.F. H S.F. I S.F. S.F. K S.F. L S.F. M S.F. N S.F. 0- 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 S.F. Excludable Hardcover See City Code Sec 78-1684 S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Existing Hardcover Subtract line 2 from line 1 p S.F. 4 Total Lot Area 40S.F. Proposed Hardcover Percentage [(3)_(4)] 15.-1 % (Proposed Hardcover next page) This is an information packet regarding Hardcover Every effort has been made to insure the accuracy of the information contained herein, however,if any information is not consistent with provisions of the City Code, the Code provisions will prevail. Page 8 of 9 City of Orono otio�, Hardcover Calculation Worksheet Property Address: 2,-Iq o O L-D F EAG H PDQ, D RV Prepared by: D - Date: _ - 12 3 i4 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 separate for each portion. Keyto Hardcover It (Describe) Length x Width Total SurveyS uare Feet (Example) Gara a 24'x 30' 720 S.F. A HOU 1-DIE B Z S.F. C S.F. D S.F. E O S.F. Fl_ S.F. G O S.F. H S.F. I S.F. S.F. K S.F. S.F. L LS.F. S.F. N NS.F. P S.F. Q S.F. F2 S.F. S S.F. S.F. T TS.F. S.F. V vS.F. X S.F. Y S.F. Z S.F. S.F. 1 Total Proposed Hardcover So S.F. Excludable Hardcover See City Code Sec 78-1684 S.F. S.F. S.F. S.F. 2 S.F.Total Excludable Hardcover S.F. 3 Net Proposed Hardcover Subtract line 2 from line 1) S.F. 4 Total Lot Area Q C S.F. Proposed Hardcover Percentage [(3):(4)1 l 14.00Jou This is an information packet regarding Hardcover Every effort has been made to insure the accuracy of the information contained herein,however, if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 9 of 9 Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, December 02, 2014 1:17 PM To: Christine Mattson Subject: FW: Mclntee Home Permit FYI Robert E. Bean,Jr, P.E. LEED Green Assoc. Bolton & Menk, Inc. P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com From: Rusty [mailto:rlear@leciacydesign-build.com] Sent: Tuesday, December 02, 2014 10:42 AM To: Robert Bean Subject: McIntee Home Permit Robert, I received your information yesterday, thank you for your input. Here are our responses to your items: 1.The existing silt fence does not follow the shoreline and will be maintained and repositioned as needed upon final staking for excavation. 2.There is no lower garage on this house.You may be referring to the swimming pool area of the home. 3.The retaining walls will be constructed by the landscaping company.They will be submitting for permits and will provide the required drawings. Please let me know if you need to have these submitted prior to issuing the building permit. 4. 5. 6. We are addressing these issues with the Surveyor.We will have the survey updated and returned to you ASAP. 7.This will be a decision the homeowner will make at a later date. 8.To my knowledge this has been already taken care of. 9.We already have a permit in hand which has been reviewed by the Minnehaha Creek Watershed District upon the final changes and approved. thank you, Rusty Lear General Manager Legacy Design-Build 763-856-9210 763-856-9211 (fax) LEGACY Christine Mattson From: Christine Mattson Sent: Monday, December 01, 2014 3:00 PM To: 'Shawn Mclntee'; 'rmsterns@comcast.net' Cc: Lyle Oman; Melanie Curtis Subject: 2490 Old Beach Road /#2014-01334 Attachments: letter.pdf; eng comments.pdf; Hardcover Information Packet-2014.pdf; Survey Requirements - March 2014.pdf The attached was faxed and the originals mailed to Rusty today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) W 952.249.4620 8 952.249.4616 ® cmattson@ci.orono.mn.us -1� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, December 25&26, 2014 Thursday,January 1,2015 i ,Phristine Mattson From: Lora Pohtilla [Ipohtilla@minnehahacreek.org] Sent: Tuesday, December 02, 2014 2:52 PM To: Christine Mattson Subject: RE: 2490 Old Beach Road /#2014-01334 Hi Christine, Rusty sent over a new survey for us and they will not need to make any adjustments to their erosion control with the changes they are making.This adjustment is going to be an amendment to their current permit, so they are okay to move forward. Let me know if you have any concerns Thank you, Lora From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Tuesday, December 02, 2014 2:44 PM To: Lora Pohtilla Subject: FW: 2490 Old Beach Road/#2014-01334 Hi. Just checking in. Have you approved the new survey and plans yet for 2490 Old Beach Road? They have indicated to me you (MCWD) has already approved their plan and issued them a permit. I just want to make sure you are working off the most recent set of plans/information. Thanks! From: Permitting [mailto:permitting@minnehahacreek.org] Sent: Wednesday, November 26, 2014 3:24 PM To: Christine Mattson Subject: RE: 2490 Old Beach Road / #2014-01334 Christine, Great thanks! And you too! Lo ra From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Wednesday, November 26, 2014 12:04 PM To: Permitting Subject: RE: 2490 Old Beach Road /#2014-01334 Hi Lora, i I have, but unfortunately it's too large for me to forward a copy to you. Have a wonderful Thanksgiving and I'll talk to Iku next week. Christine— From: Permitting [ma iIto:perm itting(a minnehahacreek.org] Sent: Wednesday, November 26, 2014 11:40 AM To: Christine Mattson Subject: RE: 2490 Old Beach Road / #2014-01334 Hi Christine, We have just received the updated construction plans this morning. I will be asking them for an updated survey with these plans reflected on that survey to make sure they still will be covered under what we currently have for them for erosion control. Have you received an updated survey of the land? Thank you, Lora Pohtilla District Representative Lpohtilla@minnehahacreek.org Direct:(952) 641-4580 15320 Minnetonka Blvd Minnetonka, MN 55345 MINNENAHA CREEK WATERSHEO DISTRICT From: Christine Mattson [mailto:CMattson@ci.orono.mn.us) Sent:Wednesday, November 26, 2014 10:56 AM To: Permitting Subject: 2490 Old Beach Road/#2014-01334 Hello, We received MCWD permit#14-437 for the proposed new home at 2490 Old Beach Road. Since then, the Mclntee's have switched builders and submitted different plans. The constructions plans (pages 1 to 13) are dated October 16, 2014 and structural plans(pages S1 to S4) are dated November 13, 2014. Have they given you revised plans to review? Will you be requiring updated information from them? Thanks! 2 bristine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) W 952.249.4620 44 952.249.4616 ® cmattson@ci.orono.mn.us 3 www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Thursday& Friday, November 27& 28,2014 3 NO CITY OF ORO Street Address: Mailing Address: Telephone(952)249-4600 2750 Kelley Parkway P.O.Box 66I Fax (952)249-4616 Crystal Ba Orono,MN 55356 I C ,MN 55323 www.ci.orono.mn.us Y 'tkFsxa�`` December 1,2014 Rusty Lear Legacy Design Build 138601st Street Becker,MN 55309 Re: Building Permit Application#2014-01334 2490 Old Beach Road On November 14,2014 the City received a building permit application for a new single family home. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Engineering Review. Your application has been reviewed by the City's engineer. Please see the engineer's comments,enclosed. 2. Certificate of Survey. Please provide two copies of an updated,full size certificate of survey which meets all of the City's survey standards(enclosed)and addresses the engineer's comments and concerns. 3. Hardcover Calculations. The property is located in Tier 1 of the Stormwater Quality Overlay District. Hardcover calculations were prepared and shown on the survey. Please have the surveyor prepare hardcover calculations using the City's hardcover calculation worksheet. Attached is a copy of our hardcover information packet,which includes the worksheet. Your project may trigger the Minnehaha Creek Watershed District's(MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO 01thwu kow, Christine Mattson Planning Assistant c Shawn &Jackie Mclntee via email Rusty Lear sent via facsimile Randy Stern w/Frank Cardarelle's office via email Lyle Oman,Building Official enclosures TRANSMISSION VERIFICATION REPORT TIME : 12/01/2014 14:33 NAME : CITY OF ORONO FAX : 9522494616 TEL : 9522494660 SER.# : BROL2J412094 DATE,TIME 12/01 14:31 FAX NO./NAME 7638569211 DURATION 00:02:29 PAGE(S) 14 RESULT OK MODE STANDARD ECM t3 ° C3 Cify of Orono 2750 Kelley ParkwQy P.O. Boz 66 Crystal Bav, MAr 55323 (952) 249-4600 Fax: (952) 249-4616 FAX TRANSMISSION COVER.SHEET Dante: 12,—t —( + To: t.! Fax: 7(o q r Ze: ' fd CJ Sender: a v 6b-&JL MR YOUSHOULD RECEIVE.It— ,,_PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (952) 249-4600. � 1 / A _w1 Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, November 25, 2014 3:22 PM To: Christine Mattson Cc: Melanie Curtis; Andrew Mack; Adam Edwards; Brian Simmons; David P. Martini Subject: 2014-01334 -2490 Old Beach Road Christine, I have completed review of the Building Permit application package for 2490 Old Beach Road. Following are my comments for City consideration: 1. The silt fence should be revised to be immediately down gradient from the proposed work instead of following the lot lines and shoreline. Silt fence should route around trees to be preserved (e.g. 36"tree along northwest property line and 32" tree northwest of proposed drive circle). Additionally,the silt fence should route around the tennis court to be removed to ensure sediment does not migrate off-site during demolition. The silt fence should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 2. Are vehicles to access the lower garage? If so, is the access route to be paved? If additional hardcover is required, it should be included in the hardcover calculations. 3. It is unclear what is proposed for retaining walls. Additional spot elevations should be added to the plans at key locations(e.g. changes in horizontal and vertical alignment). Walls 4' or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review. Walls less than double the height of the upper wall apart shall be considered one wall. 4. Grades and contours must be revised on the southwest side of the garage to accurately depict the 962 contour. Currently, the proposed 962 contour is not indicated between the proposed circle drive and the garage. 5. Additional grading detail should be provided on the southeast corner of the proposed house to define the swale routing runoff around the retaining wall. Additional spot elevations and contours may be necessary to adequately define the Swale and ensure runoff is not directed over the wall. 6. Additional grading detail should be provided along the northwest property line to define swales directing runoff along the property line and not toward the adjacent house. Additional spot elevations and contours may be necessary to adequately define the swales. 7. As a safety measure, the applicant should consider providing fence on top of the wall on the west side of the proposed garage to help keep vehicle and pedestrian traffic from going over the wall. 8. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install or maintain erosion and sediment control within the project area and covers the cost of vegetation re- establishment if the applicant is unable to follow through with the conditions of approval. 9. The applicant may be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control rule. A copy of any approved permit or confirmation that no permit is required should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 1 2638 Shadow Lane,Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com z MEMORANDUM Date: November 20, 2014 To: Bob Bean, City Engineer From: Christine Mattson, Planning Assistant c Melanie Curtis, Planning & Zoning Coordinator Dave Martini, City Engineer RE: Building Permit Number 2014-01334 2490 Old Beach Road Attached are building plans, structural plans and survey for a new single family home at 2490 Old Beach Road. You have recently reviewed plans for this property, but the owners have changed builders and attached is the new/revised information. Also, please comment if a vehicle could access the lower level garage doors on the lake side of the home. If so, they will need to account for hardcover to access them. Please review the attached information and provide comments by Monday, December 1, 2014. Please contact me at cmattson@ci.orono.mn.us or at 952-249-4620 or Melanie Curtis at mcurtis@ci.orono.mn.us or at 952-249-4627 if you need additional information or if you have any questions. Thank you -- �6P RE'SIDEktIAL BLDG CONTRACTOR alp&INDIUST W Constucdon.Codes ankic�nsing�in Licensing and Certlficatlpn Sano ,.. +443,Latayettb load N St Paul,MN 551E _ Website:www dDjzn o&V1bck sa— - = Emafl �Ii.licenseCc p :rtih us PhCne: 651284,5034 - This is to eertify that the cerE Tf01der W�as a Ri D1:NTIAL BUILDING ''0;1 t,1R'u1v SJR tlb;the state Ofmienesota and is in compliance with Minnesota Statutes 3268:$05,acid may but`��Tresidential real estate,contract or offer to contract with an owner to build residential real estate,and contract or offer to contract with an owner to*nprove,existing residential real estate;provided the tespoms�ltxlettdxvid i at�ltimes a QUALNG Bt711.D athate holdet ma tains compliance vrlth the required general tial iiity*»tan'M and wdrlc4kCompensates laws = —_ License : RESIDENTIAL BLDG f.ONTRACTOR Lie Number BC6294U0 LEG�4CY REMODELING"AND EXTERIORS LLC EifectlVe=Daft OPVA"l3 CASA LEGACY DES I-B(ALl = L q 0 ` / 1�k? 15 138601 ST ST = C Expl atidn C BECKER,MN 5560 AR - 1f iIFY PP-ATO ATE STATUS,BOND,4AND IN ,�,IN,AI�II INFO AT www di mR.My/dc!0lCYer1#al.asp (ENTER NU M�F�R) Load Short Form Job: 1405 Date: Nov 26,2014 Entire House By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 295 2229 Fax:763 295 2246 Email:leecsm@tds.net Project Information For: Mclntee Monticello MN, �E� (� 20,!4 Design Information Htg Clg Infiltration Outside db(°F) -20 90 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD(°F) 90 15 Fireplaces 3(Average) Daily range - M Inside humidity(%) - 50 - Moisture difference(gr/Ib) - 21 HEATING EQUIPMENT COOLING.EQUIPMENT Make Make Trade Trade Model Cond Coil Efficiency 80 AFUE Efficiency 0 EER Heating input 0, Btuh Sensible cooling _ -0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 4134 cfm Actual airflow 4134 cfm - Air flow,-factor 0.022 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.91 ~.ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Master bath 192 9998 _4196 ,,.r. . 219 178 Master closet 180 3202 1929 70 82 Stairway 320 21286 12566 466 532 Sitting area 240 10188 5515 223 234 Master Suite 361 13848 6365 303 270 Bedroom 2 270 7737 3888 169 165 Bath 2 228 3828 1345 84 57 Bedroom 3 240 11455 5976 251 253 Bath -stairway 225 8004 11285 175 478 Guest Bedroom 288 14507 9431 317 400 Guest bath 104 3097 1246 68 53 Laundry- Mech 96 4494 2020 98 86 Office 252 8527 4275 186 181 Bath -closet 85 895 651 20 28 stairway 2 306 11196 5297 245 224 Foyer 152 5691 2491 124 106 Gathering room 460 7242 2881 158 122 Soldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ,L wrightsoft Right-Suite Residential 6.0.88 RSR47501 2014-Nov-26 14:07:35 /ICiCI� C:\My Documents\Wrightsoft HVAC\Mclntee.rrp Calc=MJ8 Orientation=N Page 1 Kitchen-dining 520 6040 4090 132 173 kitchen supporty 264 1193 114 26 5 Mud room laundry 272 5162 2301 113 97 1/2 bath 48 1403 384 31 16 Home Office 84 3300 1355 72 57 Mech wine 360 2249 116 49 5 stairway 3 324 3314 171 72 7 barsauna 208 1538 1210 34 51 Media room 440 5694 1674 125 71 Pool bath 84 1321 201 29 8 Excersize room 440 6776 2734 148 116 Game room 325 5817 1866 127 79 Entire House d 7368 189001 97574 4134 4134 Other equip loads 21249 2779 Equip. @ 0.95 RSM 95335 Latent cooling 9407 TOTALS 7368 210249 104742. 4134 4134 BoO tallc values have been manually oven)dden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. v wnghtSoft Right-Sutte Residential 8.0.88 RSR47501 2014-Nov-2814:07:35 C:Wy DocumentsW ightsoft WAC1Mctrteemp Calc=MJ8 Orientation=N Page 2 BuildingAnalysis Job: +p Y Date: NovNv 26,2014 Entire House By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 295 2229 Fax 763 295 2248 Email:leecam@tds.net Project • • For: Mclntee Monticello MN, Design Conditions Location: Indoor: Heating Cooling Saint Cloud, MN, US Indoor temperature(°F) 70 75 Elevation: 1024 ft Design TD(°F) 90 15 Latitude: 46°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference gr/Ib) 55.3 21.4 Dry, bulb(°F) -20 90 Infiltration: Daily range °F) - 22 ( M ) Method Simplified Wet bulb(* ) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 3(Average) Heating_____ Component Btuh/ft2 Btuh %of load Walls 6.1 32099 15.3 W8111\ Glazing 42.3 70387 33.5 Doors 31.5 1418 0.7 Ceilings 2.3 8408 4.0r , Floors 0.0 0 0.0 Infiltration 4.9 27004 12.8 , Ducts 49686 23.6 Piping 4573 2.2 Humidification 0 0.0 ,�atkm Ventilation 16675 7.9 , Adjustments 0 Total 1 1 210249 100.0 Component Btuh/ft' Btuh %of load Walls 0.6 2933 2.9 ve mal GWrw Glazing 26.7 44346 44.2 Doors 9.0 406 0.4 Ceilings 1.8 6469 6.4 Floors 0.0 0 0.0 .r. Infiltration 0.4 2156 2.1 Ducts 33424 33.3 Ventilation 2779 2.8 ., Internal gains 7840 7.8 , Blower 0 0.0 Adjustments 0 Total 100353 100.0 CM01 Overall U-value=0.096 Btuh/ft2-°F Data entries checked. Bolditllc values have been manually over ridden W r-140 h t50 ft Right-Suite Residential 6.0.88 RSR47501 2014-Nov-2614:07:35 Z& C:wy Documenwwrightsoft HVAmm inteexrp Calc=mm orientation=N Page 1 06 ov Component Constructions Job: � Date: Nov 26,2014 Entire House By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 285 2229 Fax:763 295 2246 Email:leecsm@tds.net Project • • For: Mclntee Monticello MN, Design Conditions Location: Indoor: Heating Cooling Saint Cloud, MN, US Indoor temperature(°F) 70 75 Elevation: 1024 ft Design TD(°F) 90 15 Latitude: 460N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 55.3 21.4 Dry bulb(°F) -20 90 Infiltration: Daily range °F) - 22 ( M ) Method Simplified Wet bulb(* ) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 3(Average) Construction descriptions or Area u-value Insul R Htg HTM Loss Cig HTM Gain (W) (BUM-°F) (ft'-°FBtuh) (BtuhHM (Btuh) (BtuhHM (Btuh) Walls 12E-Obw:Wood stud frame,brick veneer,no board insulation, n 770 0.068 19.0 6.12 4712 0.72 558 R-19 cavity insulation a 786 0.068 19.0 6.12 4610 0.72 569 s 1085 0.068 19.0 6.12 6640 0.72 786 W 755 0.068 19.0 6.12 ' '4621 0.72 547 all 3396 0.068 19.0 6.12 20784 0.72 2459 15A11-Oocw-6:Basement-open core block,wood stud framing, n 1895 0.057 11.0 5.97 11315 0.25 474 interior finish,R-11 cavity,no board insulation,V Partitions (none). Windows 4A1-2ov:Operable,vinyl frame,low-e glass,a=0.20 surface 2,2 n 723 0.470 0.0 42.3 30583 16.3 11757 pane;2 ft overhang(4 ft window ht,1.5 ft sep.) a 295 0.470 0.0 42.3 12479 51.8 15273 s 377 0.470 0.0 42.3 15947 21.1 7969 W 140 0.470 0.0 42.3 5922 51.8 7248 all 1535 0.470 0.0 42.3 64931 27.5 42248 4A1-2ov:Operable,vinyl frame,low-e glass,a=0.20 surface 2,2 n 129 0.470 0.0 42.3 5457 16.3 2098 pane Doors 11 NO:Metal door,polystyrene core,no storm s 45 0.350 0.0 31.5 1418 9.01 406 Ceilings 16A-38ad:Ceiling under unvented attic,no radiant barrier,dark 3593 0.026 38.0 2.34 8408 1.80 6469 shingles,R-38 insul. Floors 45DO:Radiant panel,concrete basement slab,ThermalBoard 2181 0.000 0.0 0.00 0 0.00 0 Bold/halic values have been manually overridden wnghtSO"ft Rlght-Sults ResidenUal 6.0.88 RSR47501 2014-Nov-2614:07:35 C:WIy 13.ments\Wrlghtaoft HVACWiclntee.rrp Calc=MJe Orientation=N Page 1 Prot Summa Job: 1406 'A Project Date: Nov 26,2014 Entire House By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 295 2229 Fax.763 295 2246 Email:ieecsm®tda.net Project • • For: Mclntee Monticello MN, Notes: Design Information Weather: Saint Cloud, MN, US Winter Design Conditions Summer Design Conditions Outside db -20 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 90 OF Design TD 15 OF Daily range M Relative humidity 50 % Moisture difference 21 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 139315 Btuh Structure 64149 Btuh Ducts 49686 Btuh Ducts 33424 Btuh Central vent(175 cfm) 16675 Btuh Central vent(175 cfm) 2779 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 4573 Btuh Equipment load 210249 Btuh Use manufacturer's data n Rate/swin multipplier 095 Infiltration Equipmen?sensible load. 95335 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 3(Average) Structure 3499 .Btuh Ducts 3458 Btuh Heating Cooling Central vent(175 cfm) 2449 Btuh Area lame(ft) 54368 54368 Equipment latent load 9407 Btuh 232 Air changes/hour 0.31 0.15 Equipment total load 104742 Btuh Equiv.AVF(cfm) 283 136 Req.total capacity at 0.70 SHR 11.3 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 80 AFUE Efficiency 0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 4134 cfrn Actual air flow 4134 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.91 Bold/Helk values have been manually ovwddden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. vrightsoft Right-Suite Residential 6.0.88 RSR47501 2014-Nov-2614:07:35 AMKC:Wy Documents\Wrightsoft HVACWclntes.rrp Calc=MJS Orientation=N Page 1 AED Assessment Job: • �/ Dat®: Nov Nov 26,2014 Entire House By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Morrtlr ello,MN 55382 Phone:763 285 2229 Fax:763 295 2246 Emall:leecsm@tds.net Project • • For. Mclntee Monticello MN, Design Conditions Location: Indoor: Heating Cooling Saint Cloud, MN, US Indoor temperature(°F) 70 75 Elevation: 1024 ft Design TD(°F 90 15 Latitude: 460N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 55.3 21.4 Dry bulb(°F) -20 90 Infiltration: Daily range(°F) - 22 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 3(Average) Test for Adequate Exposure Hourly Glazing Load 70,000-- 60,000-- 50,000-- Z 0,0060,00050,00 m V 40,000-- 30,000-- 20,000-- 10,000-- 0 0,00030,0020,0010,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day ,e Hourly a Average / AED Ilmft Maximum hourly glazing load exceeds average by 17.1%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh BoldRtellc values have been manually overridden ��1�.. Wt'19htSC)ft Right-Suite Residenttal 6.0.88 RSR47501 2014-Nov-26 14:07:35 A zk CAMy DocumentslWrightsoft HVACWIcirdee.rrp Colo=MJ8 Orientatlon=N Page 1 06 + Right-J Worksheet oat; Nov 26,zona Entire House Ell. Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:763 295 2229 Fac 783 295 2246 Email:leecam®tds.net 1 Room name Entire House Master bath 2 Exposed wall 788.0 ft 31.0 ft 3 Ceiling height 8.8 ft d 9.0 ft heat/cool 4 Room dimensions 12.0 x 18.0 ft 5 Room area 7368.0 ft' 192.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number (BtuW--°F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat I Cool 15A11-0ocw-8 0.103 n 5.13 1.23 2024 1895 11315 474 0 0 0` 0 1-2 v 0.470. 2.30 16.26 '129 0 54570 8 0 0 0 0 11 k 4,41-: d F' _rx_ - 's'.t'�iL" -,oma.,..•-. _ ..k" yV 12E-Obw 0.068 a 8.12 0.72 1507 1085 8840 788 0 0 0 0 4A1-2ov 0.470 a 42.30 30.19 377 245 15947 7989 0 0 0 0 D 1 N 350 1 45 45 4 0 0 I BA-38ad 0.026 0 3593 359 192 449 AE r r? d•,, c ,[_- r!Z . . '„'a ,^.=fix r1 ,,:x ;u x,r _ h . `;?�•'rr3:`. :;>, .. 77 bg 1 -..t' '.�Rt^�e..,. :•V':1.'r S4��v .:� -.�” :r.. Y .3==ki.. a .. `G.',I3 .� ;: '.A 4A - 3.. i - Ta �.1,'.- C4`..m` m——Am rf— _` xRF^, 'L�" ,.-4'.�� '"t...;,e�v _�- 4,:t i. � 8 c)AED excursion 0 -127 Envelope loss/gain 112311 54154 4307 1984 12 a) Infiltration 27004 2158 1241 99 b) Room ventilation 1 0 0 0 0 13 internal gains: Occupants® 230 818401 0 0 Appliances @ 1200 5 8000 0 .0. Subtotal(lines 6 to 13) 139315 54149 5548 2083 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 139315 84149 5648 2083 15 Dud loads 38% 52% 49885 33424 80% 103% 4449 2132 Total room load 189001 97574 9998 4198 Air required(cfm) 1 4134 4134 1 219 178 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrrragl-�tsoirt Right Suite ResidervUal 8.0.88 RSR47501 2014-Nov-2614:07:35 C:WIy Doc uments\Wrightsoft WACWIclntee.mp Calc=MJ8 Orientation=N Page 1 • Right-4 Worksheet Job: 1406 Entire House Date: Nov 26,2014 Custom Sheetmetal of Monticello Inc. By: 1305 Edmondson Ave NE,Monticello,MN 65362 Phone:763 295 2229 Fax:763 295 2246 Email:leewm@Ws.nat I Room name Master closet Stairway 2 Exposed wall 10.0 ft 63.0 ft 3 Gelling height 9.0 ft heal/cool 10.0 ft h8at(ODOI 4 Room dimensions 10.0 X 18.0 ft 16.0 x 20.0 ft 5 Room area 180.0 1`12 320.0 fl' Ty Construction U-value Or HTM Area (ft') Load Area (in Load number (Btuhff-*F) (BWh/" or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross NIPIS Heat Cool q�jff I&AI 1-Oocw-S 0.103 n 6.13 1.23 0 0 0 0 0 0 0 0 -G 4AI-2ov 0.470 n a 42.30 16.26 0 01 0 0 0 a 0 0 A. ,jr RM, 11V 12E-0bw 0 OW 8 8.12 0.72 0 0 0 0 200 136 832 98 0 4230* 30.19 0 0 0 0 64 42 2707 1353 11N00 31 50 9.01 10 0 0 0 0 0 0 0 W 1 1 i Nlu V o kM 2.34 1 1.80 180 ISO 421 324 320 320 - 4 ��,NN -A n-1 jar �i�MIL M RAW EflEAM L MAM EIM7, V-M_, 1M- *-%-1-9AAALA 11�� M I.A�L�k WAIJAK6 T,1111-rAX ALA- 5�:r,*M� Lm FIM 01-1-F tW -M rip" 71". 31 1?"W?R,70P 71R.10 0,rl,6r SKI rd z-.z aff F-,T' R'I&CIWK.�Wl�i 9171%M 7--`9,V!T7 0011MATALA 19WOU-1vi Ai& "p- fill ME 1;W �-,A 71,7&7713' RNSUP, 71 M, V�l 7:4 IMAM 00M Ua.tF_Fd• 6 c)AED excursion 141 -No Envelope loss/gain 1334 913 9202 6971 12 a) Infiltration 443 35 2811 208 b Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 01 Appliances 1200 0 0 01 0 Subtotal pines 6 to 13) 1777 949 11813 6179 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1777 949 11813 6179 15 Duct loads 80% 103% 1425 981 80% 103% 9473 6387 Total room load 32021 19291 21286 12588 AU required(cfrn) I 1 70 82 488 532 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Aftwwr-14193"r-S-c=',ft fthi-SulteResidential 6.0.88IRS1447501 2014-Nov-2814:07:35 C:Wy DocumentsWrightsoft WACWclntoo.rrp Calc-MJS Orientation-N Page 2 • Right-J Worksheet Job: 1405 Entire House Date: Nov 26,2014 By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:783 295 2229 Fax 763 295 2246 Email:leecsm®tds.net 1 Room name Sitting area Master Sults 2 Exposed wall 31.0 ft 19.0 it 3 Ceiling height 9.0 It heaUcool 10.0 ft heat/000l 4 Room dimensions 8.0 x 30.0 ft 19.0 x 19.0 It 5 Room area 240.0 ft' 361.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (fts) Load number (Btuhff--°F) (Btuhfln or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gras N/P/S Heat Cool Gross WKS Heat Cool i M1 1117„�+.5x': 1SAI 1-Oocw-e 0.103 n 5.13 1.23 0 0 0 0 0 0 0 0 4A1-29y 0. 7 4 .30 18 0 0 0 0 0 0 0 01 ILL NSJ M F y� 12E-Obw 0.088 8 6.12 0.72 199 119 728 Be 0 v 0 0 0 --G 4A1-2ov 0.470 s 42.30 30.19 80 52 3384 1691 0 0 0 0 IJNQ 0.350 3 50 9 0 0 0 0 ..I'LL +. ... .. Jrgt4 ELI ✓ � _ �.� >.w - C 6 0.028 2.34 1.80 240 240 562 432 361 361 845 650 rm—-�;.. i^ r ?t y r: �"'..`^� '�'- E''i '+x ' ':5 1 r£ t^'"ir L srt.} t r al•'_Y'0 f. 7T&4k 4 R.S„{ m M ag WN ��KMIWRSRPUT NIIMLt�111 =17 'b o.�.. '. 'F"' CUM — .. r ��,. .c;MI t :i:�su t r u ZF 6 c)AED excursion 424 -192 Envelope loss/gain 4674 2634 6700 2591 12 a) infiltration 980 78 985 79 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances @ 1200 0 0 0 0 Subtotal(lines 6 to 13) 5654 2712 7685 3130 Las external lad 0 0 0 0 Las transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5654 2712 7685 3130 15 Duct lads 80%1 103%1 4534 2803 80% 103% 6183 3235 Total room lad 10188 5515 13848 6365 Air required(cfm) 223 234 303 270 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. .4Ct wr sgl ttsoTC Right Sulte Residential 8.0.88 RSR47501 2014-Nov-2614:07:35 C:WIy Dawmerds\Wrightsoft HVACWIclntee.rrp Cato=W8 Orientation a N Page 3 • Right-J Worksheet Job: 1406 Entire House Data: Nov 26,2014 Custom Sheetmetal of Monticello Inc. Bre 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:783 295 2229 Fax 763 295 2246 Email:leecsm@tds.net 1 Room name Bedroom 2 Bath 2 2 Exposed wall 15.0 ft 12.0 ft 3 Ceiling height 9.0 ft heat/0001 9.0 ft heat/cool 4 Room dimensions 15.0 x 18.0 ft 12.0 x 19.0 It 5 Room area 270.0 fts 228.0 ft' Ty Construction U-value Or HTM Area (fM Load Area ( Load number (Btuh/ft'°F� (Btuh/tt� or perimeter (ft) (Btuh) or peri ;N/P/S (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Groes Heat Cool tv � r = 15A11-0ocw-6 0.103 n 5.13 1.23 0 ry 0 0 0 0 0 0 0 0.470 n .30 16.28 0 0 0 0 0 0 ]31.50 a4�Yr 3 6,yV12E-Obw 0.068 s 0.72 0 0 0 0 0 0 00IL--_G_ 4A1-2ov 0.470 s 30.19 0 0 0 0 0 0 0 0 0 35 s 901 0 0 0 00 0 6 - 0 2 0 0 63 8 8 5 41 J i- x :_^! MET, =-I "'s"#:. 'gm--rx,-r.-• "F:i a6'2`.Tom!. - ..r, ^^'zy 'k- F6„wi b.: k ,�1 U-'-I, .�St. r€, i.,,, _ t'. _ f - F11 U)r,.: #a RUM" �i k c°..,, ""S "+.. ;.* _ ` - ,per r :T6 1 ." 'r0,fT, T YUM :.fir , , 9..::. UN — 'f. EB ME IM 'x .r3.f ,� D nthEr MSK-7=17-Mtvlzm�WTSMWEZ Zo IMM,ago&�- VTZ Eli, [BE,m 6 c)AED excursion -117 -41 Envelope loss/gain 3829 1399 1592 819 12 a) Infiltration 885 53 532 42 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances® 1200 0 0 0 0 Subtotal Pines 6 to 13) 4294 1912 2124 661 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4294 1912 2124 661 15 Duct loads 80% 1030/c 3443 1978 80% 1031/1. 1704 884 Total room load 7737 3888 3828 1345 Air required(cl1m) 169 1851 184 57 Printout Certified by ACCA to meet all requirements of Manual J 8th Ed. Aftwrr+ghtsoiFit Right-Suite Residentia18.0.88 RSR47501 2014-Nov-2614:07:35 C:Wy DocumerWWrightsoft WACW elntee.rrp Calc-MJ8 Orientation-N Page 4 • Right-J Worksheet Job: 1405 Entire House Bats: Nov 26,2014 By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 295 2229 Fax 763 295 2246 Email:leecsm(agtds.net 1 Room name Bedroom 3 Bath-stairway 2 Exposed wall 31.0 ft 15.0 ft 3 Ceiling height 9.0 It heatf000i 9.0 ft heaVcool 4 Room dimensions 15.0 x 16.0 ft 15.0 x 15.0 ft 5 Room area 240.0 ft' 225.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft) Load number (Btuh/ft'--°F) (Btuh/M or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat, Cool Gross N/P/S Heat Cool 15A114)ocw-6 rt 0.103 n 5.13 1.23 0 0 0 0 0 0 0 0 4A1-20V 0 0 n 42.3 16.260 0 0 0 0 0 0 12E-0. 0 4A1 2ov 0407088 4070 s 42.30 30.19 0 0 0 0 0 0 0 0 0,36031.5 9.010 0 0 0 C; 1 4 4 56 432 627 05 a�`_ "yup-..t'n. �;3• w ., I� �; ... w� e i �i,,,. �c�!sa` _ ...�.F. y Fier'). r,. - .Ey. FINy r . ,°' - „i; P }1 � -.'FEI.xY P .p e� ✓^.rr^! y& _ i. .�ymyµc - _ ro +,'( -varmrj Zti'�: uT FT- - . ,tn _ a01 _ - - e 1 ijim. ,-�ei".a t1 F• - ,3 w.:- �L` <y":^.. .'zhi.:�-•._ i�` .'" .- r". .4`p-.. C .- :fid 6 c)AED excursion 37 1573 Envelope loss/gain 4983 2389 3777 5496 12 a) Infiltration 1374 110 665 53 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 2 460 0 0 Appliances® 1200 0 0 0 0 Subtotal pines 8 to 13) 6357 2939 4442 5549 Less odemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subbotal 6357 2939 4442 5549 15 Duct loads 80% 103% 5098 3038 80% 103% 3582 5736 Total room load 114M 5978 8004 11285 Air required(dm) --T251 263 175 478 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. W W"Sa"tsott Right-Suite Residential 6.0.88 RSR47601 2014-Nov-2814:07:35 AMK C:WIy DoarmenlAWighHVACWIcintee.rrp Calc-MJ8 Orientation-N Page 5 • Right-J Worksheet Job: 1406 Entire House Date: Nov 26,2014 Bre Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 56382 Phone:763 285 2229 Fax:763 296 2246 Email:leecsm®tds.net 1 Room name Guest Bedroom Guest bath 2 Exposed wall 48.0 ft 10.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 16.0 x 18.0 ft 8.0 x 13.0 ft 5 Room area 288.0 ft' 104.0 ft' Ty Construction U-value Or HTM Area (ftM Load Area (ftp Load number (Btuhff-.'F) (Stuh/" or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool - 15A11-0ocw-6 0.103 n 5.13 1.23 0 0 0 0 0 0 0 0 1-2 v 0. 7 42.30 0 0 0 0 n yV 12E-0bw 0.068 s 6.12 0.72 162 165 949 112 60 37 228 27 IL—_G_ 4A1-2ov 0.470 s 42.30 30.19 7 6 296 148 13 8 650 275 D 1NO 0 s b 801 0 0 0 0 D 0 � �,i. �`�;. - _r 1 d 0 0 288 288 8 4 518 104 243 187 W,Na rMWIM-A - T'xt m. ;ff,+`• !'r .x„-,Y. .;r' x. .; y room: IS= BEIM Z=77 ._..., - GW r'L Fr 2—50-54-1m at'i n Z� MI 6 c)AED excursion -285 68 Envelope loss/gain 1 5923 4008 1271 677 12 a) Infiltration 2128 170 448 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 2 460 0 0 Appliances® 1200 0 0 0 0 Subtotal pines 6 to 13) 8061 4637 1719 613 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8061 4637 1719 613 15 Duct loads 1 80%1 103%1 8458 4793 80%1103% 1378 633 Total room load 14507 9431 3097 1248 Air required(cfm) I I 1 3171 400 1 1 Be 53 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-sghtsofit Right-SuReResiden8al8.0.88RSR47501 2014-Nov-2814:07:35 C:Wy DocurnwWWrightsoft HVACWiclntee.rrp Calc=Md8 Orientation=N Page 6 • Right-J Worksheet Job: 1405 Endre House Date: Nov 26,2014 Custom Sheetmetal of Monticello Inc. By: 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:783 295 2229 Fax:7632952246 EniWl:leecsm@tds.rtat I Room name Laundry-Mach Office 2 Exposed wall 13.0 ft 33.0 ft 3 Ceiling 9.0 ft heal/cool 9.0 ft heatf000l 4 dimensions 12.0 x 8.0 ft 14.0 x 18.0 ft 5 Room area 90.0 ft2 252.0 fig Ty Construction U-value Or HTMI Area (ftp Load Area (fn Load number (Bbjhff--F) (Btuht" or perimeter (Btuh) or perimeter (fl) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool WARMLIAM -,MIMI 1 MA .6 I SAI 14)ocw-6 0.103 n 5.13 1 0 01 0 0 0 0 0 0 0.470 n 1 42.30 16.28 0 0 0 0 0 0 0 0 I ZIM T L11; A yV 12E-Otter 0.068 a 6.12 0.72 117 90 551 65 0 0 0 0 G 4A1-2ov 0,470 a 42.30 30.19 27 18 1142 671 0 0 0 0 D 11NO 0.350 a 31.50 90 0 00 0 0 0 0 A Re & 0.(021 6 1.801 98 98 225 173 0 0 0 TT aw"%9W.R.12%,f 1�13NI Kam&Mw 2��w B�md 7MMM 77mam EMSKI RAMA RMMI ! ri zmcm MOORE "WP MR, UZ j-, 'r4 EM 7-"-rs- Erg irr"Ir F. MEM,AM IYVIE R7 UFF A-TE- L-MIDU nw WO EMEWFEARAT E7-7 V-i MIN RWZOR& MIZU50,Ft 1W V "M=2w, UNA Ir 301M U111— ............. .......... a c)AED excursion 138 -263 — Envelope loss/gain 1918 947 7064 4158, 12 a)Infiltration 576 46 1463 117 b Room ventilation 0 0 0 0. 13 Internal gains: Occupants @ 230 0 01 0 0 Appliances @ 1200 0 0 '0 01 Subtotal(lines 8 to 13) 2494 993 8527 4276 Less external load 0 0 0 0 Less transfer 00 0 0 Redistribution 0 0 0 14 Subtotal 2494 993 8527 4276 16 Duct loads 1 80%1 103%1 2000 1027 0%1 0% 0 0 Total room load 4494 2020 8527 4275 Air required(cfm) I I 1 98 Be I 188 181 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A& 'vw"C1"T.M4CA9t PJgtd-SufteResidential G.O.BBRSR47601 2014-No*:26 14:07:35 K C.*Wy Documentaftrightsoft HVACUcIntee.rrp Calc-MJ8 Orientation=N Page 7 • Right-J Worksheet Job: 1405 Entire House Date: Nov 26,2014 Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:763 295 2229 FeDc 763 295 2246 Email:leecwn@tds.net 1 Room name Bath-closet stairway 2 2 Exposed wall 5.0 ft 40.0 ft 3 Ceiling height 9.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 5.0 x 17.0 ft 18.0 x 17.0 ft 5 Room area 85.0 ft' 308.0 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (BtuhHN--°F) (Btuh/" or perime(er (ft) (Btuh) or ped star (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 «,"t#V 'J •P � - �, a` ^.t1s . +f13 ,`- na 'i 1.i 9y. a'I u.-,,': 1SAI 1-Docw-6 0.103 n 5.13 1.23 0 0 0 0 0 0 0 0 0.470 .30 16.26 0 0 0 0 0 0 0 0 rq 12E-Obw 0.068 s 8.12 0.72 0 0 0 0 225 155 949 112 4A1-2ov 0.470 s 42.30 30.19 0 0 0 0 70 45 2961 1480 11NO 0 39.01 0 0 0 0 0 0 051 0 ' `� ,a % 10.028 2.344 180 0 0 0 0 0 0 0 §uA.n.1. x.:..-.k4i' ;39«... .F..U:» MIA&ia. �J Ftm�;r WK,�.,.: ; ��', wi.': ,-x�; ,:1R gip..,. '�I WWW '1i:�'"" «.'.3 f•. NV,.� } :.1. Y .,,tri _ - K-U, n. >T pru E—Af v'`'iia'. ,a. .>'-�.- - Y.- ,--�-a v: 1611 - v. �' ..y, _ _ _ .f. kWrr. IWO 3 t 8 c)AED excursion 39 -328 Envelope loss/gain 673 633 8462 5079 12 a b; 273 Infiltration 222 18 4 218 Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 0 0 0 0 .Appliances @ 1200 0 01 0 1 a Subtotal(lines 8 to 13) 895 651 11198 5297 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 895 851 11198 5297 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 895 651 11198 5297 Air required(dm) 20 28 245 224 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrsglhtsoFC Right-Suite Residentlel8.0.88RSR47501 2014-Nov-2814:07:35 C:Wy Documertt%Wrigtdsoft HVACWclntee.rrp Calc=We Orientation=N Page 8 • Right-J Worksheet Job: 1406 Entire House Date: Nov 26,2014 By: Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:783 295 2229 Far:763 295 2246 Email:leecsm@tds.net 1 Room name Foyer Gathering room 2 Exposed Wali 22.0 ft 24.0 ft 3 Ceiling height 9.0 It heatkrool 9.0 ft heat/cool 4 Room dimensions 8.0 x 19.0 ft 20.0 x 23.0 ft 5 Room area 152.0 ft' 460.0 ft' Ty construction U-value Or HTM Area ( Load Area (ft) Load number (BtuhW--°F) or ped r (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool R, ^i x ..V �+ 15A114)ocw-6 0.103 n 5.13 1.23 0 0 0 0 0 0 0 0 -2 v 30 .26 0 0 0 0 0 11 � n u: �� 2jjg III I ��,��ffi VV- 1{V 12E-Obw 0.066 s 6.12 0.72 ' j198 94 676 Be 0 0 0 0 -G 4A1-2ov 0.470 s 42.30 30.19 80 52 3384 1691 0 0 0 0 D1N 0. 0 4 56 18 0 izv ;;N11pr .n4a3':` O BO O O 0 0 O �-:ur: .�?!« `'„ Jta�i:i ..tU.� a.,,..1.,... iSTE-K "m'4- 4 5M,-ra ;:. _ wwz ME MTWJ. TW ,F, MIN'bWA&A TF. .� - .xAr - RVTW� r "M; A'ORE WIN&- _ 1, ^ z -..Aa. �. .:^.+5 w ...`Wy 0 . a�J4 U e� N s+.�,q .T Y -� ..b' r xy` '•• �:t.. _ 9a 1... - u a VM ,ri ,�. .du �'�;,�� .apt:.-;.r^':., r�.., ,., �C.;x�`• 8 c)AED excursion 438 -177 Envelope loss/gain 4716 2413 8158 2795 12 a b; Infiltration 976 78 1084 87 Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Subtotal(lines 6 to 13) 6691 2491 7242 2881 Less external load 0 0 0a Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal W91 2491 7242 2881 16 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 5891 2491 7242 2881 Air required(ctm) 1 1 124 106 1 1 168 122 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrr+ghtsaFt Right-Suite Residential 8.0.88 RSR47601 2014-Nov-2614:07:35 C-Wy Dowr erda\WrlghdsoR WACWclntee.rrp Calc=MJB Orierddon=N Page 9 • Right-J Worksheet Job: 1405 Entire House Date: Nov 26,2014 sy: Custom Shestmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 295 2229 Fax 763 295 2246 Emil:leecsm@tds.net 1 Room name Kitchen-dining kitchen supporty 2 Exposed wall 20.0 ft 12.0 ft 3 Ceiling height 9.0 It heaticx of 9.0 ft heal/cool 4 Room dimensions 20.0 x 28.0 ft 12.0 x 22.0 ft 5 Room area 520.0 ft' 264.0 W Ty Construction U-value Or HTM Area (ft) Load Area (ftp Load number (Btuh/fis--°F) (Btuh/tN) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 15A11-)ocw-8 0.103 n 5.13 1.23 0' 0 0 4 0 0 0 0 0 1- v 0 0 .30 16.N 0 01 0 0 0 0 0 0 11 L yV 12E-Obw 0.088 Is 6.12 0.72 0 0 0 0 0 0 0 0 G 4A1-2ov 0.470 8 42.30 30.19 0 0 0 0 0 0 0 0 D N 1 .0 0 0 0 0 N Im Aa.N: W " M', PF frL i �"c 1 0. J 0 0 µ 0 0 0 EFE k. byt� - M -r.p a kaa .y:_ �bL;: ,if ..reg ., 6 c)AED excursion -251 -7 Envelope loselgain 5154 1819 881 71 12 a b� Infiltration 887 71 532 42 Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 2 2400 0 0 Subtotal(lines 6 to 13) 6040 4090 1193 114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6040 4090 1193 114 15 Duct loads 0% 0%1 0 0 0%10% 0 0 Total room load 6040 4090 1193 114 Air required(cfm) 1 1 1321 1731 11 28 5 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wraghtsoT�t RlghtSuite Residential 8.0.69 RSR47501 2014-Nov-2814:07.35 C-Wy DocumerblWrightsoR HVACWcintee.rrp Calc=Mill Orientation=N Page 10 • Right-J Worksheet Job: 1405 Entire House Bate: Nov 20,2014 Custom Sheetmetal of Monticello Inc. 1305 Edmondson Ave NE,Monticello,MN 55362 Phone:763 295 2229 Fax:763 295 2246 Email:leeeem@tds.net 1 Room name Mud room laundry 1/2 bath 2 Exposed wail 42.0 ft 11.0 ft 3 Ceiling height 9.0 ft heat/owl 9.0 ft heaUcmol 4 Room dimensions 17.0 x 16.0 ft 6.0 x 8.0 ft 5 Room area 272.0 ft' 48.0 W Ty Construction U-value Or HTM Area (ft) Load Area (ti') Load number (Btuh/f?-'F) (Btuh/ft') or perimeter (ft) (Btuh) or Perimr (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 " r s h h,r tii� ° sir'' fid,' �s�.`ss'h& `� Ar 15A11-Ooc*a 0.103 n 5.13 1.23 0 0 0 0 0 0 0 0 14A1-2ov 0.470 n 1 42.300 0 0 01 0 0 0 0 s 11 t . kIL �i .�� 12E-Obw 0.088 s 6.12 0.72 198 177 1083 128 50 " 39 239 28 4A1-2ov 0.470 s 42.30 30.19 0 0 0 0 11 97 485 233 35 1 882 1 9 0 0 n b Uis111,11 "INK 1 _ tw•: C 0.026 2.34 1.80 0 0 0 0 0 0 ry0 2%-'425e'11* AW m 0. l.;'. :d*t-as. «t�' .r ',r'of M^ ^Mm it. 4W Y' , $... - _ 47 ✓A 71-5�Anw 71im.0112IF"'T M, 11'1�1'aVrZl fi 11m, RON MTN rte'.�'x', tr'�5 i, ._ � [: ''�„'.� I_.t:„ a"p•F'u!tir'x .h. - x, "s �`�' C, ,.<.n ,-..rn'. ,, V`_��.` . . _.i3d� h� .A... ,�.,. , y r?j'S"r,Rewe afi IF INUMN IE13WWKY, 'r*'i N'' r :,'.� _.�-'�' ['i4i- .� >�*�SG'• ."��^':hr 8 c)AED excursion 1 -62 58 Envelope loselgain 3275 951 9651 348 12 a b� Inflftration 1887 151 448 38 Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 0 0 0 0 Appliances @ 1200 1 1200 0 0 Subtotal pines 6 to 13) 1 5162 2301 1403 384 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5162 2301 1403 384 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 5162 2301 1403 384 Air required(cfm) 113 97 131 16 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrrrgF�tsoTt Right-SuRe ResidenttW 8.0.88 RSR47501 2014-Nov-2814:07:35 ACOA C:WIy Do=rwts%Wrightsoft WACWIclntm.np Calc=MJ8 Orientation=N Page 11 • Right-J Worksheet Job: 1406 Entire House Date: Nov 26,2014 Custom Sheetmetal of Monticello Inc. By: 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:763 295 2229 Fax 783 295 2246 Email:leecsm@tds.not 1 Room name Home Office Mech wine 2 Exposed wall 19.0 ft 38.0 ft 3 Ceiling height 9.0 ft heatkool 8.0 ft heat/cool 4 Room dimensions 12.0 x 7.0 ft 18.0 x 20.0 ft 5 Room area 84.0 ft 360.0 ft Ty Construction U-value Or HTM Area Load Area (11a) Load number (BWh/ft'-°F) (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Grose N/P/S Heat Cool 8 r s y F r' =.i .�;' `s — � - - � r a ,y v B • i.fnY�' .. .s e.. 15A11-0ocw-6 0.103 n 5.13 1.23 0 0 0 0 304 304 1874 94 1-2 v 0.4 n 1 42.30 18.26 0 0 0 0 0 0 0 r � ..,,7 �.z�tl� yV 12E-0bw 0.088 s 8.12 0.72 108 83 508 80 0 0 0 0 4A1-2ov gg 0.470 s 42.30 30.19 25 16 1057 528 0 0 0 0 11 N0 �? 0.35 S 0 1 _ r 0 0ti, 0 .,F, , 0 * 0. C 8 .028 - 2. 8 0 0 0 0 Wo 0 0 r, �...-; ,r�� MTV :; .,, ^, ,r ai r"_..�r ,.�;' ^'�. �''�.,�. __.._ �. 'r ;� iff"T .' t .7. Al _ VN W,`N Y'Nt4 .'T" ,'#. r.` d _ { or;,. ,r - •'m! PT-72 €. M, 1: 77R0r111!1F V1, ,r 7 T' i i P ,.J.,^` ,, .". °un,�'it,...-_. "S. Y.�n ��', jW t ,�`.' fil 1E LikhkOL 6 c)AED excursion -81 -7 Envelope losstgain 2458 1288 1874 Be 12 a) Infiittation 842 67 374 30 b) Room ventilation 0 01 01 0 13 Internal gains: Occupants® 230 0 0 0 0 Appliances @ 1200 0 1 0 0 0 Subtotal(lines 6 to 13) 3300 1355 2249 118 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 00 0 14 Subtotal 3300 1355 2249 118 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 3300 1355 1 2249 118 Air required(atm) 72 57 49 5 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Aftwrsgl-r,tsofit Right-Suite ResidentW 5.0.88 RSR47501 2014-Nov-2814:07:35 k C:WIy Documents\Wrightsoft WACWIclntes.rrp Calc=MJ8 Orientation=N Page 12 + Right-J Worksheet Job: 1405 Entire House Date: Nov 26,2014 By: Custom Sheetmetal of Monticello Inc. 130.5 Edmondson Ave NE,Monticello,MN 65382 Phone:763 295 2229 Fax 763 295 2246 Email:leecsm@tds.net 1 Room name stairway 3 bar sauna 2 Exposed wall 66.0 It 26.0 R 3 Ceiling height 8.0 ft heaUcxol 8.0 It heaUcool 4 Room dimensions 18.0 x 18.0 ft 26.0 x 8.0 It 5 Room area 324.0 ft' 208.0 ft Ty Construction U-value Or HTM Area Load Area Load number (BtuhW--° (BtuhfiM or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 86ZMA d T S Y.� E t—G15A11-0ocw-6 0.103 n i 5.13 1.23 448 448 2762 138 208 208 1282 64 - v 0 3 0 0 0 0 0 Y. 12E-0bw 0.088 s 6.12 0.72 0 0 0 0 0 0 0 0 4A1-2ov 0.470 s 42.30 30.19 0 0 0 0 0 0 0 0 11N 0 5 90 0 0 0 0 ; .s '.�.I_il. .tis a.-. _. s ,o ,; � ,- ',.. C 0 180 0 0 0 0 =WRIF-717 al; - _ x, "s :6a fir- ,;:.'�:' - •.C.�'' '.yr�k': - , In, 3N - _-,aI MUMa .fi dr. myn 'E TO s , ti• a: s.:. .;` z" .^ a � - jW 8 c)AED excursion -11 -74 Envelope loss/gain 2762 127 1282 -10 12 a) Infiltration 652 44 256 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 0 0 0 0 Appliances @ 1200 0 0 1 1200 Subtotal(lines 6 to 13) 3314 171 1538 1210 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3314 171 1538 1210 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 3314 1711538 1210 Air required(dm) 72 7 34 51 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. AftwrrfghtsoFC Right-Suite Residential 8.0.88 RSR47501 2014-Nov-2814:07:35 k C:WIy Documents Wrightsoft WACWIclntee.rtp Calc=MJ8 Orientation=N Page 13 + Right-J Worksheet Job: 1406 Entire House Date: Nov 26,2014 Custom Sheetmetal of Monticello Inc. By: 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:763 295 2229 Fax 763 295 2246 Email:leecsm@Ws.net 1 Room name Media room Pool bath 2 Exposed wall 23.0 it 19.0 it 3 Gelling height 8.0 it heatf000l 8.0 it heat/cool 4 Room dimensions 20.0 x 22.0 ft 12.0 x 7.0 ft 5 Room area 440.0 ft' 84.0 ft° Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ft?°F) (Btuhfln or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 S'5:: ,k4 z. ^N 41' _^4 - } 15A114)ocw-6 0.103 n 5.13 1.23 32 32 197 10 152 152 937 47 4AI-2ov 0.470 n 4230 16.28 0 0 0 0 0 444, 1{V 12E-0bw 0.068 s 6.12 0.72 0 0 0 0 0 0 0 0 II—_G 4A1-2ov 0.470 s 42.30 30.19 0 0 0 0 0 0 0 0 D JINQ 0.360 a 31.50 9.010 0 0 0 0 0 " a ttF.. � _ 4 �- n � w - 0.026 1.80 0 0 0 0 84 84 17 161 �® +-r ,�: „' w. � - �,� '�`" .fit. �` s 3 •r- - M" -a - RJ- 1 -ate +�F UORZ, FFWI f� - �+�yT a;^ 'air '�, wr:?.'[a it, r_" f �, � ��'; "tTM5" $ ^ .fil'"•.- { Emu c5 i � r .--_`_ __ ^' .3�,,n-: __:. ... ?^^.rr x,: e'.x.'C d Sr•.„ :r ..,... :;`;., H%.:- ;,e ,� P. a-, 4 IT I „NS r' FIX"..", MEEK, 6 c)AED excursion -103 -12 Envelope loss/gain 4887 1606 1134 186 12 a) Infiltration 828 88 187 15 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances® 1200 0 0 01 0 Subtotal(lines 6 to 13) W94 1674 13211 201 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5694 1674 1321 201 15 Dud loads 0% 0% 0 0 0% 0% 0 0 Total room load 5694 1874 1321 201 Air required(cfm) 125 71 1 1 29 8 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A& wr-agl-�tsoft Right-Suite Residential 8.0.88 RSR47501 2014-Nov-2814:07:35 kC:WyDocwnervtskWrightsaftHVACWclntes.rrp Calc=MJ8 Orientation=N Page 14 • Right-J Worksheet Job: 1405 • Entire House Date: Nov 26,2014 Custom Sheetmetal of Monticello Inc. Bre 1305 Edmondson Ave NE,Monticello,MN 55382 Phone:763 295 2229 Fax 763 295 2246 Email:leeosmWds.net 1 Room name Excersize room Game room 2 Exposed wall 72.0 ft 38.0 ft 3 Ceiling height 8.0 ft heaUcuol B.0 ft heat/cool 4 Room dimensions 20.0 x 22.0 ft 13.0 x 25.0 ft 5 Room area 440.0 ft' 325.0 ft' Ty Construction U-value Or HTM Area number (Btuhff--°F) (Btuh/" or perimeter (ft) Load or perimeter (f0 (Bh Load Heat Cool Gross N/P/S Heat Coot Gross N/P/S Heat Cool 6 &. r Ir-,."ar do-r W 15A11-Goo" 0.103 n 5.13 1.23 576 531 3134 122 304 220 1129 0 —C 1- 0 n 1 42.30 16.26 01 1903 732 84 0 3553 1388 11 c 7 ��.]2-"x°r' `..Mku L12E-Obw 0.088 6 8.12 0.72 0 0 0 0 j 0 0 0 0 4A1-2ov 0.470 a 42.30 30.19 0 0 0 0 0 0 0 0 D NO 350 0 0 0 0 0 0 f 4 p ','J .; iYy� .if'a4 .. fi C 16A 0.0 1 '1030 92 35 35781 685 '120 A 11 "WO 24MMM", r x„ ., an .k'," �,�� _.:��.•r.,.,,. -_ Vim_ �.�' .. �`:>r.,� ._:.. a r ... mww-,.;� k, .<`- of , ,-r^:: .: . ., Fmo.r,, .. _ RL 6 c)AED excursion -168 -115 Envelope kxWgain 6067 1478 5442 1836 12 a) Infiltration 709 57 374 30 b) Room ventilation 10 0 0 0 13 Internal gains: Occupants® 230 0 0 0 0 Appliances @ 1200 1 1200 0 10 Subtotal(lines 6 to 13) 8776 2734 5817 1868 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6776 2734 5817 1888 151 Duct loads 10%1 00/c 0 0 0% 0°A 0 0 Total room load 6776 2734 5817 1866 Air required(cxm) 148 118 127 79 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Aftwrsgl-resoft Right-Suite ResIdmbal 8.0.88 RSR47501 2014-Nov-2614:07:35 C:Wy Documents\Wrightsoft WACWclntee.rrp Calc=MJB Orientation=N Page 16 fl U DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED T� PERMIT NO. � COMPLETED ADDRESS T 6 0 fol 6?az OWNER TELEPHONE NO.�6��-% j CONTRACTOR �62�C� DESCRIPTION W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAWGRADING/FILLING ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y O El FRAMING El MECHANICAL FINAL [-I TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS IlE ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT Q .❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC I STALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SE I FINAL ❑ FOUNDATION/REMOVAL OWNEWC®RACTO�R T E YOU: YES_NO COMMENTS: QC Fie-lCc- 'T- Or rV1 k l c h j cc I ;7 0 W -rte" i` 1 2 W W QC J W ❑WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE cc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: , Inspector. White CopylInspector's File Canary Copy1Site Notice --/0 &It DATE T VME CITY OF ORONO CALLED IN INSPECTION NOTICE / SCHEDULED o2.' A-7 PERMIT NO.��4-0/-33,/ COMPLLa�m__ ADDRESS d old OWNER TELEPHONE N(AW-740-808 CONTRACTOR DESCRIPTION ly OTING ❑ DEMO-FIN L [ISEPTIC FINAL ❑ POURED WALL El PLUMBING ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNER=NTRACTOR TO MEET YOU:_YES_NO COMMENTS: eA el 414.05 o �� c cedar ow .o .mss ,d7e ✓ cPQ.s�.r - - ,j raeou imp - 1D4`t. nem o �d'bZCv� tiror<.,r W cc Q z,0 pt wa Z_elm 2 / j 0 W O WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc O CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED SPECTION REQUIRED.CALL TO ARRANGE ACCESS. j he next 24 hoursin advance. (952) 249-4600 or on s; tIns 7 &Ii-__ White CopyAnspecWs File Canary Copy/She Notice DATE TIM CITY OF ORONO CALLED IN INSPECTION N fSCHEDULED PERMIT NO COMPLETED ADDRESS OWNER —TEf'ON CONTRACTOR DESCRIPTION ❑ FOOTING DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL .t ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNEWCONTRACTOR TO MEET YOU:_YES_NO COMMENTS: a Lu 0 o� W Q W d W RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE cc ❑ RRECT WORK 8�PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ou 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 OwnerlCoWractor on site: A - InspecW. White Copyflnspectoes File Canary Copy/SNe No** DATE TIME �/ �ALLEDIN CITY OF ORONO INSPECTION OTIC SCHEDULED PERMIT NO. COMPLETED 0 ADDRESS �� f� / Cq f g 6� C G1 OWNER TELEPHONE NO.703 Cy 3S� CONTRA R DE RIPTIOI FOOTING ❑ DEMO-FINAL [I SEPTIC FINAL V,/tel Q16- POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q [I FINAL El WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑YPTIC INSTALL ❑ FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: YES—NO y COMMENTS: W a J � O cc 0 W QC Q 2 W QC J d WQC XRKSAT ISFACTORY:PROCEED ❑ PROJECT COMPLETE WRECTWORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ours in a 2) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File Canary Copy/Site Notice I DATE TI ��l 1 CITY OF ORONO CALLED IN =� L '� ) INSPECTIO TI EnI SCHEDULED 2 (15 - PERMIT NO L z1 q 1COMPLETED h ADDRESS Z 4Q* Glu ' OWNER TELEPHONE NO. '7(6 CONTRACTOR + l DESCRIPTION ❑ FEING IN ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ PED WALL ❑ MECHANICAL RI ❑ LAKESHOREIWETLANDS y ❑ ❑ MECHANICAL FINAL ❑ TREE REMOVAL C, SULATION p WOOD BURNERIFIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP p DEMO-FINAL ❑ SEPTIC INSTALL El HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOU DATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_ COMMENTS: j O o� O w o� Q W W j Lu SA FA ❑PR COMPLETE E cc CORR &PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT CALL FOR REINSPECTION TEMPORARY BEFORE COVERT, PERMANENT ❑CORRECT E CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPE R WILL RETURN ❑CITATION ISSUED l% OPOR R POSTED.CALL INSPECTOR ❑INSPE ON REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advan 9 9-4600 OvmedCofflmctor on site: Inspector. White Copyllnspectoes File Canary Copy/We Notice C —/0 6& DATEq TIME CITY OF ORONO CALLED IN ��O INSPECTION NOTICE" W HE PERMIT NO. 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