The URL can be used to link to this page

Home My WebLink About2016-00796 - new construction CITY OF ORONO * 2 PJ 1 6 - 0 0 7 9 6 * 2750 KELLEY PARKWAY DATE ISSUED: 08/09/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 100 BAYSIDE TR PIN : 06-117-23-22-0026 LEGAL DESC : BAYVIEW FARMS 2ND ADDN : LOT 1 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTNITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 607,913.00 NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,F[REPLACE,WELL(STATE),ELECTRICAL(STATB) NOTE: PLEASE SEE AND[NITIAL NEW BUILDER ACKNOWLEDGEMENT FORM SEPTIC ARF,A-NO SAC APPLICANT PERMIT FEE SCHEDULE 4,196.92 PLAN REVIEW 334.43 WEST BAY HOMES CORP. STATE SURCHARGE(VALUATION) 303.96 10425 BLUFF RD EDEN PRAIRIE, MN 55347- TOTAL 4,835.31 (612)770-6433 Payment(s) CHECK 1078 4,835.31 OWNER NORD, RANDAL 4420 HARBOR LA PLYMOUTH,MN 55441- AGREEMENT AND SWORIv 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 eapire 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 �� , q ,/,� � � A plicant Permitee Signature Date Issued B ignature Date , i City of Orono ` `� , �� . ��I ,/g`3 5 Buildin Permit A lication `� J pp / for New Structures or Additions Mailing Address: � A, PO Box 66 Permit number. ';C ' t�` ��`v� Crystal Bay, MN 55323-0066 Date received: ' � I")�C' I Street Address:' Beceived by: �{) � R �� Orono, MN 55356 , ,_ C�� Plan review fee: , ,� ' `� � � 2750 Kelley Parkway ; � ; ',`�s Ho�� Fax: 952-249-4616 www.c��C-�_�_Q� _ _ Main: 952-249-4600 Total Fee: orono.mn.us {/ This application form must be completed in fult and all required information must be sub itted. Incomplete applications will be returned. (Please print) �� -�- � GENERAL INFORMATION: �V �,�� -� �O Job Site Address: ' � �,3 '�' . � Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No K 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: l.�J'�tv'� �r�`Q '�.�v�,� G�2P� State License# �j C_ (�� q 3�. Expiration Date: Phone: cell ,�- —1'1 a-- o�ce Mailing Address: Z,�" ''� Ci : � �,' ,� ZIP: �-1� Contact Person: � � e • Applicant is: ontractor / Homeowner (Circle One) Email and/or Fax: � , , � 1 rv�„1 ,c�,:-�n � �iSZ-(�l- Z'3'�-1 PROPERTY OWNER INFORMATION: Name: Z�� N�'�-(� Phone (day): Y7��- 5 Sq- o�y��3 Address �yZ� ��-��, Ci : „rw..&t�. ZIP: ��t' Email and/or Fax ,�� v�n, �� ,c�r ARCHITECT/ENGINEER INFORMATION: Name: �f� ��1►�'.1Jv 6 � ��-S�l� Phone(day): •'1�3-- '� �c%-- ��;G� � Address: e� • z--� -r �� c Ci : �t,��1�'u�� ZIP: �{ Email and/orFax: D�p ��t,�-.,t�J' c;;�c,,�t, ��;-�� —;�; - PROJECT INFORMATION: Descri tion of ro'ect: ' �'�� ' � 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8� Water Supply �IVew Construction �Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage �esidence �-Private Sewer ❑Other: (specify) ❑Muftiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4feet or greater ❑ Public Water **Any earth movement may require ❑Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 � �� "� Fax: 952-471-0682 www.minnehahacreek.or � 2 � � , 5 � J Estimated Construction Valuation (excluding land) $ �J (� ��a� � ��j � � - � Packet Last Updated: August 2015 Page 21 STRUCT�IJRE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions(continued) 2.Type of Construction � � a. Length(ft.)= � Number of bedrooms= 3 W�d/ ame b.Width(ft.)= �� I Number of garage stalls: aso Q�Gv�a�,r� �L�i'�) / �'l�� Areas in sauare feet Attached=�_ ❑ et �� ' /„ _G ❑ P e Bldg. � y�I��G c. Basement= 1 �1� Detached= ❑ I F d. 15t Story = 'Z i�3`-1 ❑ -site Prefab e. 2"d Story= O site Prefab f. 'h Story = Oth r(please specify): g.Total Area= �3� l Z REQUIRED SUBMITTALS: All of the information must be submitted in order for our a plication to be processed: Not Enclosed A Ifcable ❑ O Buildin Permit Escrow A reement and Fees O ❑ Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets to scale and 1 reduced 11 x 17 or 8%x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ ❑ Surve —2 full size,to scale meetin ALL surve re uirements ❑ ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification O ❑ Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privac Adviso Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you a�e 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-bu11t survey at the time the Certiflcate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: l�i 5'4�- Owner's Signature: <�� ` Date: �-�"�� Packet Last Updated: August 2015 Page 22 Builder Acknowledgement Form Permit #2016-00796 / 100 Bayside Trail Builder Representative Name: `�i�clC � L"Y;,e.�z� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order '2�� will be issued. Schedule a minimum of one hour for the framing inspection. Z l�/ Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to �� inspection. Erosion control shall be installed and maintained throughout the entire project and must i�� remain until vegetation has been established. � A haul route shall be submitted to the City Engineer for approval and inspection prior to �� commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. -Z Prior to the issuance of a Certificate of Occupancy an as-built survey must be submitted and �`� approved. In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of �� / Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. v Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a ��/ separate Zoning Permit application to be submitted and approved prior to the work commencing. NOTE: The plan depicts retaining walls at 4 feet. Any retaining walls that are over 4-feet in � height or tiered walls not separated by twice of the height of the lower wall require engineered � plans and a building permit to be submitted and approved prior to construction. w:\street files\bayside trail\100\builder acknowledgement form 2016-00796.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: � Permit No.: 2-��Y� • � 7�� Description of work: Date Rec'd: / ' �� Septic review by: Date Approved: � Zoning review by: Date Approved: • p ' Building review by: � Date Approved: `T �O Grading review by: Date Approved: � ��/v `� Zoning District: � Zoning File#: Reso#: Reso Date: Zoning: Lot Area: d SF/AC Width: Lot Coverage: SF % Survey Submitted: �Yes � No Date of Survey: �Q• �•��0 Revised date(?): Landscape plan submitted? j�Yes 0 No Landscaper: ��,�� l��(]dQ V ` _r..r- Proposed Setbacks: ✓� �--�, � Front (L e) Rear(Str ( N � E W ) (�N JS E W ) Other Buildings Wetland Side L� Side `,� I��' `)�' . � � , n.�r, � l �,��/ Defined Height: �p. i'f�, Peak Height: ,�b FE: ' s = is in tour; imeter li = 50° . ade ement? s , Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— floor(of the basement or crawl space)and measure from hiqhest existino � r; START WITH 9 p rade to the highest point of the /, the hi hest oint of the roof. START WITH _1:� -- roof even if fill was broug�to If you have a... elevate home. SUBTRACTION • GABLE OR HIPPED ROOF(no Slab below�r3d measure l ��, (BASED ON windows): Subtract half the distance from highe'st existing grade to the � �j ROOF TYPE) between the highest point of the roof hi h sf oint of the roof. to the low point of the corresponding If u have a... ' gable or hipped roof SUBTRACTION ' GABLE OR HIPPED ROOF --� ' ri�-� � • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half the distance between the ( � windows): Subtract half the distance ROOF TYP highest point of the roof to between the top of the highest window and the highest point of the �� the low point of the roof corresponding gable or hipped roof • ALL OTHER ROOF TYPES(flat, . GABLE OR HIPPED ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basement/crawl space floor and the the top of the highest Q1�'� EXISTING highest existing grade adjacent to the window and the highest �I (�' I � 4 GRADES) foundation OR 10 feet(whichever is less). point of the roof q I�' • ALL OTHER ROOF TYPES (flat,mansard,etc):No EQUALS Defined building height subtraction. � Defined building height ��1� i i L� EQUALS Updated: May 2016 z:\forms\plan review checklist 5-2016.docx Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? � Yes No Permit Number: l� .. � Yes 0 No N/A � Ye No � � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and sf % and sf 0 Yes No � Yes o 1 2 3 4 5 ��l�'J�iM Type�s�. Type�S�. l./Y �I Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee SAC— Number of SAC Units Other(specify) Square Foota e $ per Square Footage Basement f �� x �(�� _ $ Z L ,z8 1 St Floor �f�?. X �(�7Q. � _ $ Z . �- �4�"�t��yG �v� -�n�5�o ��j�Q z, X � �=� _ $ � ,�,. C � Garage �(- � '�/QZ'j c� X = $ Jr 0�` o0 Estimated Construction Value: $ LU(/ l, % ( � �� Orono Inspections Required Work Requiring Separate Permits �Footing � Site Plumbing � Grading/ Filling Poured Wall Silt Fence/Erosion Control Mechanical � Fire Foundation Survey � Hardcover Removal Fireplace � Water Connection 0 Framing ❑ Other(specify) 0 Masonry ❑ Sewer Connection � Waterproofing/Drain tile �Mfg. 0 Lawn Irrigation �Foundation Waterproofing 0 Other(specify) � Landscaping Framing " Insulation As-Built Survey � Final � Lathe Required State Permits 0 Other(specify) W ell Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: See Builder Acknowledgement Form � rior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: May 2016 z:\forms\plan review checklist 5-2016.docx Christine Mattson From: Christine Mattson Sent: Friday, August 05, 2016 7:19 AM To: 'WestBayHomes@hotmail.com' Cc: EJ Wirtz (ejwirtz@sathre.com) Subject: 100 Bayside Trail/#2016-00796 Attachments: landscpe plan.pdf Good Morning Rick, Please have EJ add the patio shown on the enclosed landscape plan to the survey and submit two full-size copies of the survey. Once we receive the full-size copies of the updated survey I should be able to issue the permit fairly quickly. I'm in the office until 10 this morning and back on Monday. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono ; MN ; 55356 (physical addressJ PO Box 66 (, Crystal Bay `; MN ; 55323-0066 (mailing addressJ 1? 952.249.4620 i 8 952.249.4616 �I cmattson@ci.orono.mn.us ', �i�° www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 throuqh Friday,September 2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 5, 2016 1 Christine Mattson From: Adam Edwards Sent: Friday,July 22, 2016 11:45 AM To: Christine Mattson; Roger Peitso Subject: RE: 100 Bayside Rd./#2016-00796 Chris, I've reviewed the subject plan and will approve them with the following comments: 1. The driveway as depicted is not in compliance with city standards, so no issue there. 2. The previous comment about retaining walls still stands. If any of the wall end up exceeding 4 ft an engineered design signed by a licensed engineer will be required prior to the commencernent of wall construction. Adam From: Christine Mattson Sent:Thursday,July 21, 2016 4:46 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: FW: 100 Bayside Rd./#2016-00796 Adam, Attached is an electronic copy of an updated survey for 100 Bayside Road. Please review and provide comments. I put the file back in your inbox. A landscape plan is still coming, so once you have approved and I confirm the landscape plan and survey match I will request full size copies of the survey. Roger, see EJ's email below pertaining to staking the septic site. Also is the septic set back correctly from the edge of the house? Chris^' From: Rick Vogelgesang [mailto:westbavhomes@hotmail.com] Sent:Thursday,July 21, 2016 2:38 PM To: Christine Mattson<CMattson@ci.orono.mn.us>; rnord@milwroad.org Subject: Fwd: 100 Bayside Rd. Revisions as requested Please let me know if there is anything else you need I can bring hard copies to scale once we know you are ok with it Rick Vogelgesang WEST BAY HOMES real estate development 1 Rick Direct: 612.770.6433 #westbayhomes 10425 � bluff road � eden prairie � MN � 55347 Begin forwarded message: From: EJ Wirtz <eiwirtz(a�sathre.com> Date: July 21, 2016 at 1:31:17 PM CDT To: Rick Vogelgesang <westbayhomes(a�hotmail.com> Subject: RE: 100 Bayside Rd. Rick- Attached is the updated survey. I shrunk the driveway for the last 10 feet and added the name of the landscaper under the note section#7. The patios and sidewalks and ret walls are all on there as far as I can tell, If I missed something could you send over the landscape plan? And I will update accordingly. I will get a job setup for Monday or Tuesday next week to stake out the septic sites, the heat has us pushed out a few days. Thanks, E.J. Wirtz - Survey Technician Sathre-Bergquist, Inc. 150 South Broadway Wayzata, Mn. 55391 Ph: 952-476-6000 Fx: 952-476-0104 The electronic data conveyed by SATHRE-BERGQUIST, INC. is sent for the recipient's reference only. This material is copyright protected. The recipient agrees, by his receipt of electronic information, to not alter the electronic data. The recipient agrees by his receipt of this data that the information contained in the transmission may be changed without notification of the recipient. This electronic information is not the certified version of a plan. Recipient agrees to hold SATHRE-BERGQUIST, INC. harmless from any and all claims. SATHRE-BERGQUIST, Inc. makes no representation or warranties, expressed or implied, with respect to the reuse of the data provided herewith, regardless of its format or the means of its transmission. There is no guarantee or representation to the user as to the accuracy, currency, suitability, or reliability of this data for any purpose. The user accepts the data "as is" and assumes all risks associated with its use. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer. SATHRE-BERGQUIST, Inc. assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data. -----Original Message----- From: Rick Vogelgesang [mailto:westbavhomes(a�hotmail.com] Sent: Thursday, July 21, 2016 11:42 AM z To: EJ Wirtz Subject: 100 Bayside Rd. EJ the owner is asking that we taper the driveway down to 20 feet at the last 10 feet of the driveway equally and I believe we already have sidewalks and patios and stairways drawn in but maybe if we just know them for the inspector would help also if you could put the name of the landscaper on there which is MT Carpenter landscape Rick Vogelgesang WEST BAY HOMES real estate development Rick Direct: 612.770.6433 #westbayhomes 10425 � bluff road � eden prairie � MN � 55347 3 Christine Mattson From: Adam Edwards Sent: Friday,July 15, 2016 926 AM To: Christine Mattson Cc: Roger Peitso Subject: RE: 100 Bayside Trail /#2016-00796 Chris, I've reviewed the subject grading plan and offer the following comments: 1. The driveway as depicted (26ft) exceeds the City maximum width of 20ft. 2. The plan depicts several retaining walls at 4 ft. Walls 4' or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit.Tiered walls are considered one wall unless they are separated by at least twice the height of the higher wall are considered one wall. 3. Perimeter erosion control measures should be installed by the Contractor and inspected by the City prior to any work. Contractor must provide minimum 24 hour notice prior to inspection. If the builder provided the wall designs and pencifs in or describes the revised driveway plan we can annotate the current grading plan and approve it. Adam om: Christine Mattson Sent: Monday,July 11, 2016 4:52 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 100 Bayside Trail/#2016-00796 You both have a copy of the survey and building plans for a new single family home at 100 Bayside Trail. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN ; 55356(physical addressJ PO Box 66 r Crystal Bay � MN ; 55323-0066 (mailing address) `�' 952.249.4620 ; 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May23 through Friday,September2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 OUR OFFICE WILL BE CLOSED: Monday, September 5, 2016 2 Christine Mattson From: Christine Mattson Sent: Thursday,July 21, 2016 9:34 AM To: 'WestBayHomes@ hotmail.com' Cc; 'rnord@milwroad.org'; pemberton@sathre.com; Roger Peitso Subject: 100 Bayside Trail/#2016-00796 Attachments: letter.pdf Rick, Attached is a copy of the letter being mailed today. Please don't hesitate to contact us with any questions you may have. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono � MN '!; 55356 (physical addressJ PO Box 66 ; Crystal Bay ; MN 3 55323-0066 (mailing addressJ 8' 952.249.4620 b 952.249.4616 6� cmattson@ci.orono.mn.us ' � www.ci.orono.mn.us Summer Office Hours: (Monday, May23 through Friday, September2,2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, September 5, 2016 1 �0�0 C ITY OF ORONO � �, Street Address: Mailing Address: Telephone(952)249-4600 �'�. �� 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 1.q �, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kFSHo� July 21, 2016 Rick Vogelgesang � West Bay Homes Corp 10425 Bluff Road Eden Prairie, MN 55347 Re: Building Permit Application#2016-00796 100 Bayside Trail On July 11, 2016 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and requests the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Our engineer has reviewed the survey submitted and has the following comments: a. The driveway is depicted at 26 feet in width at the street which exceeds the City maximum of 20 ft. We will allow you to pencil in the change in driveway on the survey if you wish. b. The retaining walls depicted on the survey are exactly 4 feet in height. Please note walls greater than 4 feet in height must be designed by a licensed professional. If it is determined during constn�ction the walls will exceed 4 feet a Building Permit will be required and engineered plans must to be submitted for approval rior to construction. c. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to. Please note,we expect the location to be consistent when submitting the foundation as-built survey. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements,i.e. patios,grading,sidewalks, retaining walls,etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. Septic Plans. Our Building Official, Roger Peitso has requested the septic sites be staked so he can do a compliance inspection/soils verification. He will perform the building permit review after he's completed and approved the soils verification. 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. �1 ` (/c y�e�. � e� �� y�� B�z ll(o a�c�r c u/�- 5 < �c fu��/� Sincerely, .�lD ��k Q yl,e,Glt' v�.p.iD��C Si Z'� •'l�14'�.t/�� m`� CITY OF ORONO 8/��6 7 — e,po�R � �f'a u �. seed�� 2�es�'nev� � �-2ke .bcvr�n9s pr roc(� ,(q.�� Christine Mattson (�� .S'fDv'wl Sew�v i5 /?d� � r rtf ri�`�� Planning Assistant Q S de�eG�� O c� Sv►" ✓t� C q �,�ary �� -��.�afe� a,d o�e, Se��r e s;f,�� c via email Rick Vogelgesang , Randal Nord ,SU�`V��X �S a cc�r�q�Q e�� u�w,, / David Pemberton idc s f a!le Q/ �0,,,.0�C'ce�.��,� ,��, �,�,��G Roger Peitso, Building Official i K w rc� K f ��tt C� Christine Mattson From: Adam Edwards Sent: Friday, July 15, 2016 9:26 AM To: Christine Mattson Cc: Roger Peitso Subject: RE: 100 Bayside Trail/#2016-00796 Chris, I've reviewed the subject grading plan and offer the following comments: 1. The driveway as depicted (26ft) exceeds the City maximum width of 20ft. 2. The plan depicts several retaining walBs at 4 ft. Walls 4' or greater in height must be designed by a licensed professional, and plans must be submitted to the City for review prior to the approval of the permit.Tiered walls are considered one wall unless they are separated by at least twice the height of the higher wall are considered one wall. 3. Perimeter erosion control measures should be installed by the Contractor and inspected by the City prior to any work. Contractor must provide minimum 24 hour notice prior to inspection. If the builder provided the wall designs and pencils in or describes the revised driveway plan we can annotate the current grading plan and approve it. Adam om: Christine Mattson Sent: Monday,July 11, 2016 4:52 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 100 Bayside Trail/#2016-00796 You both have a copy of the survey and building plans for a new single family home at 100 Bayside Trail. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway ; Orono � MN ',' S5356 (physica/addressJ PO Box 66 ` Crystal Bay : MN , 55323-0066 (mailing addressJ �' 952.249.4620 �;° 8 952.249.4616 '� cmattson@ci.orono.mn.us 'i, �'' www.ci.orono.mn.us Summer Office Hours: (Monday, May 23 through Friday,September 2, 2016) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 7 �r � �� .Q � -�p �1 G� �/�ye�SQ � � Y1 � �e c� S e ,� f�G. 5��fe3 . 7" ,�� f� l�p G��cG 5 � / / � � /l 5 �C.G 7"/�� l >l'd i�S v'C�� -�r c a�l oh ( � � 0�5�� w � l� �`�l�, �v /�U y DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen waming", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you fumish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. ��hz.�;` L.��_ ��G��c�� First Middle Last 1 c:�-\Z� t�L��=-�— 7 �> Address -� ti7z;'� -�'�'�,,.,,i,�-zy� ��'L�' z-- � --� -7--�,r: �;�/ � �S-`'�' 1, C�%Z - 3_a City State Zip Phone I understand my rights as stated above. , Signat, re Packet Last Updated: August 2015 Page 7 Permit Application: Seif-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. '�,r� Completed Application � c �= �� / �, Plan Review Fee Paid � . �� - ` �-1��'e- �� a( Signed Escrow Agreement & Escrow Payment � Building Plans (to scale) x2 �j,� . �; Certificate of Survey (to scale) showing the proposed project & (,�� ' meeting all requirements x2 Hardcover Calculations (if applicable) �° �' `�� i`'`" � � �. �� I am aware that Orono will not issue a building permit without a Cz� copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regard' this proj�ct. Signed by: / Address ` � �� ;`�(2 �i Sl� C-� � � � Permit #: _;T,�(� �L't'"% I t�- � Packet Last Updated: January 2015 Page 2 RE��'ED .�.�;�s,; y��.��.j City of Orono ' ' Hardcover Calculation Worksheet r�uG -� 2016 ,<° � �� ''�''� � Property Address: 100 Bayside Trail CITY OF ORONO `��5 .�� . . Prepared By: Sathre-Bergquist,Inc. Date: August 5th,2016 SB Job Number: 95325-007 Prepared By: EMW Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier S Step 1:PROPOSED 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 Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House Misc. 3898 S.F. B Driveway 26.5x61.92 1641 S.F. C Sidewalk 3x29.33 88 S.F. D Sidewalk 3x59 177 S.F. E Deck 14x41.17 576 S.F. F Patio Misc. 545 S.F. G S.F. H S.F. I S.F. J S.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. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Proposed Hardcover 6925 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 Proposed Hardcover[Subtract line(2)from line(1)] 6925 S.F. (4)Total Lot Area 162909 S.f. Proposed Hardcover Percentage[(3)+(4)] 4.25% % (Proposed Hardcovernext page) This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistenf with City Code,the Code provisions will prevail. RECEIVED New Construction Energy Code Compliance Certificate Date Certificate Posted JUL 1 1 2016 Per R401.3 Cert�cate.A building cert�cate shall be posted on or in the electrical distribution panel. COMM. NO. Mailing Address of the Dwelling or Dwelling Unit �u-a��/i1� City � �l��,Mn�� PLYMOUTH ��F ORONO Name of Residential Contractor MN License Number WEST BAY HOMES THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) Active(With fan and � � o a� monometer or other system � monitorin device ��' � N � �� N �� , y Location(or future location)of Fan: � T @ U C � � r y N _ � d O 2 0 � V N 0 'O � j Q m m d C d 7 T � N � C � Nj Nj � G. LL � O Insulation Location � ° Z f0 �0 U O w N m `o m �' E E � v p � y � � � � � C m m � � z ii LL LL � � � � Other Please Describe Here Below Entire Slab Foundation Wall �""' Perimeter of Slab on Grade Rim Joist(1st Floor) Rim Joist(2nd Floor+) �C Wall O �i Ceiling,flat Ceiling,vaulted Bay Windows or cantilevered areas � G Floors over unconditioned area •� Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows&Doors Heatin or Cootin Ducts Outside Conditioned S aces Average U-Factor(excludes sk li hts and one door)U: 0.29 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.30 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Cooling System Heater Not required per mech.code Fuel Type �a`j Passive Manufacturer Powered vL_S� Interlocked with exhaust Model device. Input in Capacity in Output in Othe�,descfibe: Rating or Size BTus: Gallons: Sb Tons: AFUE or SEER Location of duct or system: Effciency HSPF% 3 7� IEER Heating Loss Heating Gain Cooling Load Residential Load Calculati Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Combustion Air Se/ect a TyPe Describe any additional or combined heating or cooling systems if installed:(e.g.iwo furnaces or air source heat pump with gas back-up furnace): Not required per mech.code Select T Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation 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 101014 E Load Short Form Job: H062816NORD "�" Wi�l�f'1�SO� Date: Jun 28,2016 Entire Mou�e �� By: MIKE RQWE Goodin Company �� RECEIVED �� 2700 2nd slreet north,h�inneapolis,h1N 55411 Phone:812-588-7811 Fax 6f2-588-8132 Email:mike.roweCgoodinco.Com Web:v�vw.goodincaldd� 1 1 2016 ° e s • Far: NORD, GALLAGHER HEATING ORONO, MN @ • • e • Htg Clg Infiltration Dutside db(°F) -15 88 Method Simplified Inside db (°�) 72 75 Construction quality Tight Design TD (°F) 87 13 Fireplaces 2(Average} Daily range - M Inside humidity(%) 5 50 Moisture difference(grJlb) 4 28 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade 7rade Model Cond ANRI ref Coil AHRI ref Efficiency 90AFUE Efficiency Q SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent coofing 0 Stuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1415 cfm Actual air flow 1415 cfm Air flow factor 0.016 cfmlBtuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H20 Sfatic pressure 0 in H2� Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (8tuh) (Btuh} (cfm) (cfm} BASEMENT 1915 30689 13015 476 541 MAIN LEVEL 2134 6060fl 21037 940 874 Entire House 4049 91289 34052 1415 1415 Other equip loads Q 0 Equip. @ 0.93 RSM 31601 Latenf cooling 6773 TOTALS 4049 91289 38374 1415 1415 Catculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016-J un•28 11:35:13 � � wrightsoft� Rghl-Suite�J U�iversal 2013 13.0.15 RSU15012 pa9e } fK.C� Z:IWrightsoft NVRC1ProjecHMIKE RIH062816NORD.rup Cale=A1J8 Front Door faces: S � = COr11 oner�t Con�#ructions Job: H062816NORQ -�- wrightsoft � Date: Jun 28,2016 Entire l�ouse By: MIKE ROWE Goodin Company 2700 2nd slreet norih,Alinneapolis,b9N 55411 Phor�e:612-588J811 Fax 612-588-8132 Email:mike.roweCgoodinco.com Web:w�vw.gaodinco.com B e e • For: NORD, GALLAGHER HEATlNG ORONO, MN � • • e e • Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD {°�) 87 13 Latitude: 45°N Relative humidity (%) 5 5o Outdoor: Heating Cooling Moisture difference(grlib) 3.9 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range {°F) - 'i9 ( M ) Method Simpfified Wet bulb(°F) - 72 Construction quality Ti ht Wind speed (mph) Q 0 Fireplaces 2�Average) Construction descriptions Or Area U-value Insul R Htg tiTM Loss Ctg HFM Gain R' BtuhAt'-`F R'-'FBtuh Btuh�tt' Btuh BIuhM' Btuh Walls 12F-Osw:Frm wall,wd ext, t!2"wood shlh,r-21 cav ins, 112" w 394 0.0&5 21.0 5.65 2226 0.90 353 gypsum board int fnsh,2"x6"�vood frm, 16"o.c.stud n 763 0.o65 21.0 5.65 4344 0.90 690 e 379 0.065 21.a 5.65 214 i 0.90 340 s 442 0.065 21.0 5.65 2497 Q.90 396 all 1984 0.065 21.0 5.65 11207 0.90 1780 15Btt-Swc-B:8g�vall,light dry soil,2"x4"wood int frm,concrele w 318 0.049 19.0 3.69 1'f72 0.05 16 �vall,r-15 ins,8"thk,1/2"gypsum board int fnsh e 283 0.041 13.0 3.55 1005 0 0 s 265 0.041 13.0 3.69 977 0.05 13 alf 866 0.041 13.0 3.64 3154 0.03 30 Rim Joist,wd ext 18"R-14 ENTER LINEAL FOOT:Rim Joist,wd sa 216 0.047 21.0 4.08 882 0.94 203 ext 18"R-21 ENTER LINEAL FOOT Partitions (none) Windows 2 glazing,clr outr,air gas,wd frm mat,clr innr,1/4"gap,118"thk:2 w 36 0,300 0 26.1 939 3i.8 1146 glazing,clr outr,air gas,wd frm mat,cfr innr, 114"gap,1/8"thk; n 291 0.300 0 26.1 7586 9.50 2764 6.67 ft head ht e 72 0.300 0 26.1 1877 31.8 2291 e 35 0.300 0 26.1 912 3i.8 1114 s 64 0.300 0 2&.1 1668 17.8 1138 all 498 0.300 0 2fi.1 12983 17.0 8453 Doors 11 D0:Door,wd sc lype w 21 0.39Q 0 33.9 712 9.75 205 n 42 0.390 � 33.9 1423 9.75 410 s 48 0.390 0 33.9 1627 9.75 468 all 111 0.390 0 33.9 3762 9.75 1082 Ceilings Attic ceiling,asphalt sfiingles roof mat,r-44 ceil ins:Atfic ceiling, 2134 0.020 49.0 1.74 3709 0.97 2070 � asphalt shingles roof mat,r-44 ceif ins 2016-Jun-28 11:35:13 �.�^+-..- �'�" wrightsoft' Right-SuiteE�Univetsaf 2013 13.0.15 RSU15012 pa98� RC�CA Z:1Wrighlsoil HVAC\ProjecllPdlKE R1H062816NORD.rup Calc=hiJB Front Door taces: S Com onen� �onstructi�n� Job: ti0&2816NORD ��-}- W�Igh��f�' p Date: Jun 28,2016 �Q��M��'T' By: MIKE R�1NE Goodin Company 2700 2nd slreet norih,Minneapolis,h,1N 55411 Phone:6i2-588-7811 Fax Bt2-588-8132 Email:mike.ro:ve@goodinco.com Web:www.goodinco.com � 0 0 e Far: NORD, GALLAGHER NEATING ORONO, MN B - • o o e Location: Indoor: Weating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD {°F} 87 13 Latitude: 45°N Relative humidity {%) 5 50 Outdoor: Heating Caoling Moisiure difference(gr/lb) 3.9 28.5 Dry bulb (°F) -15 88 Infiltration: Daily range(°F} - 19 { M ) Method Simplified Wet bulb{°F) - 72 Construction quality Ti ht Wind speed (mph) 0 0 Fireplaces 2�Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss C!g HTM Galn ft' Btvhlft'-`F R'-'F16tuh BtuhAi' 8tuh Bluhrft' Btuh Walls 12F-Osw:Frm walE,vrd ext, tJ2"wood shth,r-21 cav ins, 1!2" n 395 0.065 21.0 5.65 2231 0.90 354 gypsum board int tnsh,2"x6"wood frm,16"o.c.stud 15B11-Swc-B:8g wall,light dry soil,2"x4"wood int frm,concrete w 318 0.041 19.0 3.69 1172 0.05 16 wall,r-95 ins,8"thk, 1/2"gypsum board int fnsh e 283 0.441 49,0 3.55 1005 0 0 s 265 0.041 19.0 3.69 977 �.05 13 all 866 0.4Q1 19.0 3.64 3154 0.03 30 Rim.foist,wd ext 18"R-14 ENTER LfNEAL FOOT:Rim Jois1,vrd se 194 4.04T 21.0 4.08 792 0.94 182 ext 18"R-21 ENTER LINEAL FOOT Partitions (none) Windows 2 glazing,clr ouir,air gas,wd frm maf,clr innr,1!4°gap,1!8"thk�2 n 153 0.3ofl 0 26.1 3989 9.50 1453 g�azing,clr outr,air gas,wd!rm mat,clr innr,114"gap, i18"thk; e 35 0.300 0 26.1 912 31.8 1114 6.67 ft head ht alf 188 0.340 0 26.1 4901 13.7 2567 Doors (none) Ceilings (none) Floors 21A-28t:Bg floor,light dry soil,6.5'depih 1915 0.022 Q 1.91 3661 0 0 2018-Jun-28 11:35:13 � "�" wrightsoft' Right-SuileJ Universal 2013 13.0.15 RSU15012 Page 3 /3CCA Z:1W�ghlsotl HVACIPro{ectlMiKE R1H082816NORD.rup Calc=h{JS Front Ooor faces: S Com onent Cons�ructions Job: Fi062816NORD `�`' wt'ightsoftt p Date: Jun 28,zo�s MAIAI L�V�L By: MIKE ROWE Goodin Company 2700 2nd slreal norlh,P��inneapolis,A1N 55411 Phone:612-588-7811 Faac 642-588-8i32 Email:mike.rowe�goodinco.com Web:www.goodinco.com � • : 0 d For: NORD, GALLAGHER HEATING ORONO, MN B • • e � • Location: Ind�or: Heating Cooling MinneapolislSt. Paul, MN, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD (°F) 87 13 Latitude: 45°N Relative humidity(%) 5 50 Outdoor: Heating Cooling Moisture difference{gr/lb) 3.9 28.5 Dry bulb(°F} -15 88 Infiitration: Daily range(°F) - 19 ( M ) Method Simplified Wet bulb( F - 72 Construction quality Ti ht Wind speed �mph) 0 0 Fireplaces 2�Average) Construction descr-iptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain R' BNhrft'-`F ft'-'FBEuh BtuhRl' Btuh Btuhlft' Btuh WdIIS 12F-Osw:Frm tvalf,wd ext, 1I2"wood shth,r-21 cav ins, 1/2" w 394 0.065 21.0 5.65 2226 0.90 353 gypsum board int fnsh,2"x6"waod frm,16"o.c.stud n 374 0.065 21.0 5.65 2113 0.90 335 e 379 0.065 21.0 5.65 2141 0.90 340 s 442 0.065 21.Q 5,65 2497 0.90 396 all 1599 0.065 21.0 5.65 8975 0.90 1425 Rim Joisl,wd ext 18"R-14 ENTER LiNEAL FOOT:Rim Joist,wd se 22 0.047 21.0 4.08 90 0.9A 21 ext 18"R-21 E(VTER UNEAL FOOT Partitions (none} Windows 2 glazing,clr outr,air gas,wd frm mat,clr innr,1/4"gap,418"thk:2 w 36 Q.340 0 26,1 939 31.8 1146 glazing,clr outr,air gas,wd frm mat,clr innr, 1!4"gap,t/8"Ihk; n 138 0.300 0 26.1 3598 9.50 1311 &.67 ft head ht e 72 0.300 0 2&.1 1877 31.8 2291 s 64 0.300 0 26.1 1668 i 7.8 113II alf 310 0.300 0 2&.1 8082 19.0 588& Doors 11 D0:Daor,wd sc type �v 21 0.390 0 33.9 712 9.75 205 n 42 0.390 0 33.9 1423 9.75 410 s 48 0.390 0 33.9 1627 9.75 468 afl 111 0.390 0 33.9 3762 9.75 1082 Ceilings Attic ceiling,asphalt shingles roof mat,r-44 call ins:Attic ceiling, 2134 0.020 49.Q 1.74 3709 0.97 2070 asphaft shingles roof mat,r-44 ceil ins Floors 21A-2Bt:8g floor,light dry soil,fi.5'deplh 219 0.022 0 1.91 419 0 0 .�. WY) (1�SQ�° 2016-Jun-2811:35:13 �+- � g Right-SuiteJ Universat 2013 13.0.15 RSU 15012 Page 4 /4C.� Z:1Wrighlsoft HVAC1ProjectlMlKE R1H062816NORD.rup Catc=h9J8 Front Door faces: S �ro ecf �ummar Joir H062816NORD � W��of�= � y Date: Jun 28,201& Entire House By: MEKE RON(E Goodin Company 27Q0 2nd slreat noAh,�linneapolis,PdN 55431 Phone:612-588-7814 Fax 612-588-8132 Email:mike.ro��veCgoodinco.com Web:www.goodinco.com � 0 ' 0 0 For: NORD, GALLAGHER HEATING ORON�, MN Notes: • - e o e Weather: Minneapolis/St. Pau►, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °� Outside db 88 °F Inside db 72 °F Inside db 75 °F Design 7D 87 °F Design TD 13 °F Dai1y range M Relative humidity 50 % Moisture difference 28 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Struciure 699Q5 Btuh Structure 20990 Btuh Ducts 21384 Btuh Ducts 13062 Btuh Central vent (Q cfm) 0 Btuh Central vent (0 cfm) 0 8tuh Humidification 0 Btuh Blawer 0 Btuh Piping 0 Btuh Equipment load 91289 Btuh Use manufacturer's data n Rate/swing multiPfier 0.93 Infiltt'ation Equipmentsensibleioad 31601 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2(Average) Structure 4727 Btuh Ducts 2046 Btuh Heating Cooling Central vent {0 cfm} 0 Stuh Area(ft� 4049 4049 Equipment latent load 6773 Btuh Volume �ft'} 27848 27848 Air changeslhour 0.70 0.45 Equipment tota! load 38374 Btuh Equiv.AVF (cfm) 325 209 Req. total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Ma1ce Ma{ce Trade Trade Malel Cond AHRI ref Coil AHRI ref Efficiency 90 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Bt�h Temperature rise 0 °F Total cooling 0 Bfuh Actual air flow 1415 cfm Actua{ air flow 1415 cfm Air flow factor 0.016 cfmlBtuh Air flow factor 0.(J42 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat load sensible heat ratio 0.83 8old/itatie values have been martua!!y overrldden Calculations approved by ACCA to meet a!I requirements of Manual J 8th Ed. .�. wri htsoft' zofs-��R-2a»:3s:�a � g Right-Sui�eSJ Universal 2013 13.0.15 RSU15012 Page 7 � Z:1Wrightsoft HVAC1ProjectlMlKE R1N062816NORD.rup Calc=A1J8 Fronl Door faces: S -+-}�-wrightsof�t Right-JO Work�heet Job: H062816NORD Entrr� House Date: Jun 28,2o,s By: M1KE ROWE Goodin Company 2709 2nd street north, 64inneapolis,�.AN 55-511 Phone:612-588-7811 Fax 612-588-8132 Email:mika.ro:ve`^a.,goodinco.com Web:www.goodinco.com 1 Room name Entire Nouse gASEMENT 2 Expwed wall 416.0 (t 194.0 ft 3 Room he4ght 9.0 ft 8.9 ft heat/cool 4 Room dimensions 1915.0 x 1.0 ft 5 Room area 4049.0 ft' 1915.0 fE� Ty Construction U-value Or HTM Area (ft') Laad Area (ft') Load number (Stuhlft=°F) (Btuhlft') or perimelet (ft) (Bluh) or pedmeter (ft) (Bluh) iieat Cool Gross N/P!S Heat Cool Gross NiPlS Heal Coof & 12�-0.svr 0.065 �v 5.65 0.90 45t 394 2226 353 0 0 0 0 2 g!azing,clr outr, 0.300 vi 26.07 31.82 36 0 939 St46 0 0 0 0 5100 0.390 �� 33.89 9.75 21 21 792 205 0 0 Q 0 . W 15Bi1-Svfc-8 0.055 w 3.69 0.05 318 318 9172 16 318 318 1172 16 11 l�l t2F-6sw 0.(�5 n 5.65 0.90 1102 769 4344 690 548 39.5 2231 35A �---G 2 c�azing,clr outr, 0.300 n 26.07 9.50 291 0 758& 2764 153 0 3989 1d53 t�n ifb0 0.390 n 33.89 9.75 42 42 1423 d10 0 0 0 0 1 S2F-Osw 0.065 e 5.G5 0.°0 45i 379 2141 34ll 0 0 0 0 � 2 qlazinq,clr oulr, 0.300 e 26.07 31.82 72 0 1877 2291 0 0 0 6 �'}� i5611-8wc8 0.055 e 3.55 0.00 378 283 1005 0 3l8 283 1005 0 � G 2 glazing,cir outr, 0.300 e 26.07 31.82 35 0 912 1114 35 0 912 1114 W Rim Joist,v.�d ext 18 O.Q�47 se 4.08 0.94 216 216 882 203 199 19d 792 182 f2F-Osw 0.065 s 5.65 0.90 554 442 2497 390 0 0 0 Q 2 glazing,clr outr, 0.300 S 26.07 17.78 64 4 1668 1138 0 0 0 0 iiDO 0.390 s 33.89 9.75 AS 48 1627 468 0 0 0 0 W 15B11$.vc-8 0.055 s 3.69 0.05 265 265 977 13 265 2S5 977 73 C A�tic ceiling,aspha Q.�20 - i.7b 0.97 2i34 2134 3709 2070 0 0 0 0 F 21A-28t 0.022 - 1.9f 0.00 2t3A 2134 4080 0 1915 1915 3661 0 6 c}AEDexcursion 0 0 Envelope losslgain 39776 13618 14740 3i33 12 a) Infiltration 30129 2853 8761 830 b) Room venti!ation 0 0 0 0 13 Intem�gains: Occupants @ 234 4 920 2 4fi0 Apptiances/olher 3&Qa 3600 Sublotal(li�es 8 to 13) 69905 2(KT90 23500 8023 less extemaf load 0 0 0 0 tess transfer 0 0 0 0 Redistribution 0 a 0 0 f4 Subtotal 69905 20990 23500 8023 15 Ductloads 31% 62% 21384 13062 31% 62% 7189 4992 Total room load 91289 34052 30669 13015 Air required(cfm) 1415 1415 476 541 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. 2018-Jun-28 11:35:14 � + wrightsofY Right-Suite�llniversal 2013 13.0.15 RSU15012 Page 1 ��'` Z:lWrighlsoft Hl�AClProjectlFdlKE R1H062816NORD.rup CaEc=A1J8 Fronl Door laces: S -►-� wrigii�saft� Right�JO Worksheet Job: N062816NORD Entire l�ouse Date: Jun 28,2076 By: M1KE ROWE Goodin Company 27002nd slreet norih,�iinneapolis,h�N 55-011 Phone:612-588-7A1S Fax 612-588-B132 Email:mike.rovre@goodinco.com'Neb:www.goodinco.com t Room name h4AIN LfVEL 2 Exposed wa11 222.0 it 3 Room height 9A tt heaticool 4 Room dimensions 2134.0 x 1.0 ft 5 Room area 2134A ft' Ty Construcfiat U-value Or HTM11 Area (ft') Load Area Load number (B1uh/fN-°F) (Btuh!(t') w perimeter (it) (Btuh) or penmeter Heat Cod Gross NIPIS Heal Cool Gross N/P/S Heat Coot 6 Vj! i2F-Osvr 0.065 w 5.65 0.90 451 394 2226 353 F--G 2 g!azing,clr outr, 0.300 w 26.07 31.82 36 � 939 1146 �-�-fl 1iD0 0.390 w 33.89 9J5 21 21 7'12 205 W 15B11-SwcS 0.055 w 3.69 0.05 0 0 Q 0 11 � 12F-0sv� 0.065 n 5.&5 0.90 554 374 2113 335 2 gfazing,clr outr, 0.300 n 2&.07 9.50 138 0 3598 1341 11 DO 0.390 n 33.89 9.75 42 42 1423 410 12F-Osti�r 0.065 e 5.65 0.� 451 379 2141 340 2 glazinq,cU outr, 0.300 e 26.d7 31.82 72 0 1877 229t VjJ 15B11-81•fc-8 0_055 e 3.55 O.OQ 0 6 0 0 �-G 2 g�azirg,cir outr, 0.300 e 26.07 31.82 0 Q 0 0 W Rim Joist,wd ext 18 Q.047 se 4.08 0.94 22 22 90 21 12F-Osw 0.a65 s 5.65 0.90 55�3 442 2497 396 2�'azing,cir outr, 0.300 s 26.07 17.78 6�i 0 1666 1i38 11DO 0.390 s 33.89 9.75 48 48 7627 468 W 15611-S�vc-8 Q.055 s 3.69 6.05 0 0 0 0 C Attic caiing,aspha 6.020 - t.74 0.97 2134 2134 3709 2070 F 21A-28! 0.022 - ].91 O.flO 219 279 419 0 6 c}AED excursion 0 Envelope loss/gain 25Q36 10484 12 a) InfiitraUon 21368 2Q23 b) Roan venlilal'an 6 0 13 Intemal gains: Occupants @ 230 2 A60 Appliances/other 0 Subiotal Qlnes 6 to 13) 46465 12968 ' Less entemal load 0 0 Less trans(er 0 0 Redistrib�tion 0 0 14 Subtotal 4&4Q5 12968 15 Duct Eoads 31% 62°l0 14195 80.i9 Tolal room load GOG00 21037 Air required(ctm} 940 874 Calculations approved by ACCA to meet ali requirements of Manual J 8th Ed. .�. -�- wrightsoft' 209&-Jun-28 11:35:14 Right-Suite�J Universal20i3 13.0.15 RSU15012 pa9e 2 '`��A 2:1WngMsoit NVACIProJecHMIKE ft1H062$t6NORQ.rup Calc=A1J8 Front Door taces: S .{�. � £ Load Short Form Job: H062816NORD Wi�I �'1�58� Qate: Jun 28,2016 Entire Mouse By: MIKE ROWE �oodin Company 2700 2nd slreat north,h�inneapolis,h1N 55411 Phone:et2-588-7811 Fax 612588-8132 Email:mike.rotveCgoodinco.com Web:�wnv.goodinco.com e � � � Far: NORD, GALLAGHER HEATING ORONO, MN � - • e s Htg Clg Inflltration Outside db(°F) -15 88 Method Simplified fnside db (°F) 72 75 Construction quality Tight Design TD {°F) 87 13 Fireplaces 2(Average) Daily range - M Inside humidity (%) 5 50 Moisture difference(gr/fb) 4 28 HEATiNG EQUIPMENT COOLING EQUIPMEIVT Make Make Trade Trade Model Cond ANRI ref Coil AHRI ref Efficiency 90AFUE Efficiency 0 SEER Heating input 4 Btuh Sensible cooling 0 Btuh Neating output 0 Btuh Latent cooling 0 8tuh Temperature rise 0 °F Totai cooling d Btuh Actual air flow 1415 cfm Actua! air flow 1415 cfm Air flow factor 0.096 cfm/Btuh Air flow factor Q.042 cfm/8tuh Static pressure 0 in N20 Siatic pressure 0 in H20 Space tf�ermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load C!g load Htg AV� Clg AVF (ft�) (Biuh) (Btuh) (cfm) (cfm) BASEMENT 1915 30689 13015 476 541 MAIN LEVEL 2134 60600 21037 940 874 Entire House 4049 99289 34052 1415 1415 Other equip loads 0 0 Equip. @ 0.93 RSM 31801 Latent cooling 6773 TO�ALS 4049 912$9 38374 1415 1415 Calculations approved by ACCA to meet alf requirements of Manual J 8th Ed. 2016-Jun•28 11:35:13 � � wrightsoft' Righl-SuiteB Universal 2013 13.0.15 RSU15012 Page S i�C� Z:\Wrightsotl NVAC\ProjectlMlKE R1H062816NORp.rup Calc=h1J8 Front Door faces: S ' ��m onerrt Constructions �Qb: H062816NORD -�- wrightsoft' p Date: Jun 28,2016 �ntire House By: MIKE R01NE Goodin Company 2700 2nd slreet north,Alinneapolis,f�9N 55411 Phone:612-588J871 Faz 612-588-8132 Email:mike.roweCgoodinco.com Web:www.goodinco.com -T- � - - v b A 6 • .�.�,..�...��_.�_c,.�,.z'�=-. For: NORD, GALLAGI-1ER HEATING ORONO, MN � • • e e e Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature{°F} 72 75 Elevation: 837 ft Design TD (°F) 87 13 Latitude: 45°N Relative humidity (%) 5 50 Outdoor: Heating Cooling Moisture difference{gr/lb) 3.9 28.5 Dry bulb(°F) -15 88 Infilkration: Daily range �°F) - 19 { M } Method Simplified Wet bulb(°F) - 72 Construction quality Ti ht Wind speed (mph) 0 0 Fireplaces 2�Average) Construction descriptions Or Area U•value Insul R Htg HTM Loss C!g HTM Gain fl' 6NhAt'-`F ft'-'FBtuh Btuh�flT Btuh BIuhM' Btuh Walls 12F-Osw:Frm wall,wd ext, t!2"wood shth,r-21 cav ins,1I2" w 394 0.065 21.� 5.65 2226 0.90 353 gypsum board int fnsh,2"x&"wood frm,16"o.c.stud n 769 0.4&5 21.0 5.65 4344 0.90 690 e 379 0.665 21.0 5.65 2141 0.90 340 s 442 O.Q65 21.0 5.65 2497 0.90 396 all 1984 0.065 21.0 5.65 11207 0.90 1780 15B11-Swc-B:8g wall,light dry soil,2"x4"wood int trm,concrete w 3i8 0.041 i9.Q 3.69 5172 0.05 16 wail,r-15 fns,8"thk,1f2"gypsum board int fnsh e 283 0.041 19.0 3.55 1005 0 0 s 265 0.041 19.0 3.69 977 0.05 13 all 866 0.041 19.0 3,64 3154 O.Q3 30 Rim Joisi,wd ext 18"R-14 FN7ER LkNEAL FOOT:Rim Joist,wd se 216 0.047 21.0 4.08 982 0.94 203 ext 18"R-21 ENTER LINEAL FOOT Partitions (none) Windows 2 glazing,clr outr,air gas,wd frm mat,clr innr,1/4"gap,118"thk:2 �v 36 0.300 0 26.1 939 31.8 t146 glazing,clr outr,air gas,wd frm mat,clr innr, 114"gap,1/8"thk; n 291 0.300 0 26.1 7586 9.5Q 2764 6.67 ft head hl e 72 0.300 0 26.1 1877 31.8 2291 e 35 0.300 0 26.1 912 31.8 1114 s 64 0.300 0 26.1 1668 17.8 1938 all 498 0.300 0 26.1 12983 17.0 8453 Doors 11 D0:Door,wd sc type w 21 0.390 0 33.9 712 9.75 205 n A2 0.390 0 33.9 1423 9.75 410 s 48 0.390 0 33.9 4627 9.75 468 akl 111 �.390 0 33.9 3762 9.75 1082 Ceilings Attic cefling,asphalt shingles roof mat,r-44 ceil ins:Atfic ceiling, 2134 0.020 49.0 1.74 3709 Q.97 2070 asphalt shingles roof mat,r-44 ceil ins ,�. �"' wrightsaft' y 2076-3un-2811:35:13 Ri ht-Suiter'�Univetsal 2013 13.0.15 RSU75012 ?aga 1 � Z:1Wrightsofl HVAC1Pro;ectIMIKE R1H062816NORO.rup Ca1c=A�JS FroN Door laces: S F�loors 21A-28t:8g Ooor,light dry soil,6.5'depth 2134 0.022 0 1.91 408a 0 0 2Qi6-Jun-28 11:35:13 1. '�'� wrightsoft' Right-Suite�U�iversal 20t3 13.0.15 ftSU15012 Page 2 {�� Z:1Wrightsofl HVAC1ProjectlA�iKE R\H082816NORD.rup Calc=t�1J8 Front Dooc(aces: S Com onent �onsfructi�ns Joh: Fid62816NORD `�` Wi'1gF1�S8�' � Dake: Jun 28,2016 �AS�� By: MIKEROIM1� Goodin Company 2700 2nd sireet north,hdinneapolis,MN 55411 Phone:672-588-7811 Fax Bt2-588-8432 Email:mike.rowe@goodinco.com We.b:wvnv.goodinco.com � • s e e For: NORD, GALLAGHER NEATING ORONO, MfV B - • o e e Location: Indoor: Heating Cooling Minneapolis/St. Paul, MN, US Indoor temperature(°F) 72 75 Efevation: 837 ft Design TD (°F} 87 13 Latitude: 45°N Relative humidity (%) 5 50 Outdoot': Heating Caoling Maisture ciifference(gr/ib) 3.9 28.5 Dry bulb (°F) -15 88 fnfiitration: Daily range (°F) - 19 ( M ) Method Simplified Wet bulb( F - 72 Construction qua{ity Ti ht Wind speed �mph} 0 0 Fireplaces 2�Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' StuhAt'•`F fl'-'F78tuh BtuhAt' 8tuh Btuhlft' 8tuh WaIIS 42F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins, 1/2" n 395 0.065 21.0 5.65 2231 0.90 354 gypsum board{nt tnsh,2"x6"wood irm,16"o.c.stud 1581S-Swc-B:Bg wall,light dry soil,2"xd"wood ini frm,concrete w 318 O.OA1 19.0 3.69 1172 0.05 16 wall,r-15 ins,8"thk, 1/2"gypsum board int tnsh e 283 O.Q41 19.0 3.55 1005 0 0 s 265 0.041 19,0 3.69 977 0.05 13 all 866 0.041 19.0 3.64 3154 0.03 30 Rim Joist,wd ext 18"R-14 ENTER LlNF_AE.fOOT:Rim Joist,�vd se 194 4.Q47 21.0 4.a8 792 0.94 482 ext 18"R-21 ENTER LINfAL FOOT Partitions (none} Windows 2 glazing,clr outr,air gas,wd frm mat,clr innr,114"gap, 1/8"thk:2 n 153 0.300 0 26.1 3989 9.50 1453 glazing,clr outr,air gas,wd frm mat,clr innr,114"gap,1!S"thk; e 35 0.300 0 26.1 912 31.8 i114 6.&7 ft head ht alf 188 0,300 0 26,1 4901 13.7 25fi7 Doors (none) Ceilings (none} Floors 21A-28t:Bg floor,light dry soil,6.5'depth 1915 O.d22 0 1.91 3661 0 0 2016-Jun-28 11:35:13 .` `f`�" wrightsaft' Right-SuiteJ Universaf 2913 13.0.15 RSU15012 Page 3 �CP. Z:1Wrightsofl HVAC\Project\MIKE R1H082816NORD.n�p Calc=AIJ8 Front Ooor faces: S Cc�m onent Constructions Job: H062896NORD -� wrightsofts p Date: Jun 28,so�s MAIIV L�VLL By: MIKE RaWE Goodin Compar�y 2704 2nd slreet north,Minneapotis,A1N 55411 Phone:612-588-7811 Fax 612-58d•Si32 Email:mike.rowe ul_goodinco.com Web:w�vw.goodinco.com _�_- � :-.a � • 0 ! '`�`�-`ri`--� 3 For: NORD, GALI�4GHER HEATING ORONO, MN 6 - • • • e Location: lndoor: Heating Cooling Minneapolis/St. Paul, MiV, US Indoor temperature(°F) 72 75 Elevation: 837 ft Design TD (°F) 87 13 Latitude: 45°N Relative humidity (%) .`�i 50 Outdoor: Heating Cooling Moist�re difference(gr/lb} 3.9 28.5 Dry bufb(°F) -15 88 Infi{tration: �aily range(°F) - 19 ( M ) Method Simpfified Wet bulb(°F - 72 Construciion quality Ti ht Wind speed �mph) 0 0 Firepiaces 2�Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' 6tuhrfl'-`f fl'-°FBNh BtuhRt' BNh BNhIR' Btuh WaIIS 12F-Osv+:Frm wall,wd ext, 1I2"wood shth,r-24 cav ins, 1I2" w 394 0.065 21.0 5.65 2226 0.90 353 gypsum board int fnsh,2"x6"wood frm,16"o.c.stud n 374 0.065 21.o 5.65 2113 0.90 335 e 379 0.065 21.0 5.65 2141 0.90 340 s 442 0.065 21.0 5.65 2497 0.90 396 all 1589 0.065 21.0 5.65 8975 0.90 1425 Rim Joist,wd ext 18"R-14 ENTER LINEAL FOOT:Rim Joist,wd se 22 O.Q47 21.0 4.08 90 0.94 21 ext 18"R-21 ENTER LINEAL FOOT Partitions (none) Windows 2 glazing,clr outr,air gas,wd!rm mat,clr innr,t/4"gap,4/8"thk:2 w 36 0.300 Q 26.1 939 81.8 1146 gfazing,clr outr,air gas,wd frm mat,c!r innr, 1/4"gap, 1/8"4hk; n 138 0.300 0 26.1 3598 8.50 i31t 6.67 ft head ht e 72 0.3�0 0 26.1 1877 31.8 2291 s 64 0.300 0 26.1 1668 17.8 173£3 all 310 0.300 0 26.i 8082 19.0 5886 Doors 11D0:Door,�vd sc type w 21 0.390 0 33.9 7t2 9.75 205 n 42 0.390 0 33.9 1423 3.75 410 s 48 0.390 0 33.9 1627 9.75 468 aN 111 0.39� 0 33.9 3762 9.75 1082 Ceilings Attic ceiling,asphalt shingles roof mat,r-44 ceil ins:Attic ceiling, 2134 0.620 49.0 1.74 3709 0.97 2070 asphalt shingles roof mat,r-44 ceil ins Floors 21A-?8t:9g f{oor,light dry soil,6.5'depth 219 0.022 0 4.91 419 d 0 .�, WI'1 �"ItSO�° 2016-Jun-2811:35:13 �+- � Q Right-5uiteJ Universai 2013 13.0.15 RSU 15012 Page 4 fi�..CA Z1WrigMsofl HVAC1ProjectiMlKE R1N062816NORp.rup Catc=MJ8 Fronl Door taces: S Pro ecf Summar`' Job: H062816NORD "�' W��g�j��0'��` � J Date: Jun 28,2016 �'ntire Nouse By: MiKE ROWE Goodin Company 2700 2nd slreet north,Minneapolis,MN 554Sf Phone:612-588•7811 Fax 612-588•8132 EmaiC mike.rotive�goodinco.com Web:wviw.goodinco.com � d 0 0 For: NORQ, GALLAGHER HEATING ORON�, MN Notes: � e e o Weather: Minneapolis/St. Pau{, MN, US Winter Design Conditions Summer Design Conditions Outside db -15 °F Outside db 88 °F Inside db 72 °F Inside db 75 °F Design TD 87 °� Design TD 13 °F Daiiy,range M Relative humidity 50 % Moisture difierence 28 gr/lb Heating Summary Sensible Cooling �quipment Load Sizing Structure 69905 Btuh Structure 20990 Btuh �ucts 21384 Btuh Ducts 13062 Btuh Central vent (0 cfm} 0 Btuh Centra! vent (0 cfm) 0 Btuh Humidification 0 Btuh Blawer 0 Btuh Piping 0 Btuh Equipment load 91289 Btuh Use manufacturer's data n Rate/swing multipfier 0.93 Infiltration Equipment sensible load 31609 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2 (Average) Structure 4727 Btuh Ducts 2046 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2 4049 4049 Equipment latent load 6773 Btuh Volume �ft') 27848 27848 Air cl�angeslho►�r 0.70 0.45 Equipinent total load 38374 Btuh Equiv. AVF (cfm) 325 209 Req. total capacity at 0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Ma{ce Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 90 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Tota[ cooling 0 Btuh Actual air flaw 1415 cfm ActuaE air flow 1415 cfm Air flaw factor 0.016 cfrr�/8tuh Air flow factor 0.(?42 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.83 8old/ifalic values have been ntanua!!y overrldden Calculations approved by ACCA to meet ali requirements of Manual J 8th Ed. �= � wri htsoft' 2016-Jun-2811:35:14 g Righl-SuiteSJ Universal 2013 13.0.75 ftSU15012 Page t � 2:1Wrightsott HVAC1Project\MiKE R\H062876NORD.rup Calc=b1J8 Pront Doof faces: S -►-}� wrigl�tso�tt R'ight-JO Worksheet Job: H062816NOR0 Entire House Date: Ju+i 28,201& ey: MIKE ROWE Goodin Company 2700 2nd streel north, Alinneapolis,PdN 55411 Phone:612-588•7811 Fax 612-588-8132 Email:mike.ro:ve`^a.,goodinco.com Web:www.good�nco.com t Roan name Entire House BASEMENT 2 Exposed wall d16.0 (t 194.0 ft 3 Room hefght 9.0 ft 8.9 tt heaUcool 4 Room dimensions 1�J15.0 x t.0 it 5 Room area 4049.0 ft' 1915.0 fN Ty Construction U-vaiue Or HTM Area (ft') Load Area (fN) Load number {Sfuhlft'°F) (Btuhlft') a penmete,� ((t) (Btuh) or perimeler (ft) (Biuh) Heat Cool Gross N1FlS Heat Cool Gross NiPlS Heat Cod 6 Vjl i2�-Osw O.Q65 v! 5.65 0.90 45t 394 2226 353 0 0 Q 0 �---G 2 g!azing,c!r outr, 0.30(1 w 26.07 31.82 36 0 933 114& 0 0 0 0 �-fl tiDO 0.390 w 33.89 9.75 21 21 712 20.5 0 Q 0 0 . W t5811-&vc-8 0.055 w 3.69 0.05 318 318 1172 i6 319 318 11T2 16 11 i2F-Osw 0.065 n 5.65 0.� 1102 769 4344 690 548 395 2231 354 2 daz+ng,clr outr, 0.300 n 2&.07 9.50 231 0 758& 2764 153 0 3989 1�.53 1160 0.390 n 33.89 9.75 42 42 1423 d10 0 0 0 0 l 12F-Osw 0.065 e 5.&5 0.�0 451 379 2141 34U 0 0 0 0 2 qRazinp,clr outr. 0.300 e 26.07 31.82 72 0 1877 2291 0 0 0 0 lQ! 15811-8weS 0.055 e 3.55 0.00 3t8 283 1005 0 318 283 100.5 0 L-G 2 glazing,c!r outr, 0.300 e 26.07 3i.82 35 4 912 1i 14 35 0 912 1114 W Rim Jdst,ud ext f8 0.047 se 4.08 0.34 216 216 882 203 194 194 792 S82 +/� i2F-0sw 0.065 s 5.65 0.90 554 442 2497 390 0 6 0 0 ! G 2 glazing,clr outr, 0.300 S 26.07 17.78 64 0 1668 1138 0 0 0 0 ��.^ itDO 0.390 s 33.89 9.75 48 48 1627 468 0 0 0 0 W 15B11-8wc-8 0.055 s 3.69 0.0.5 265 265 977 13 265 265 977 13 G Attic ceilirx,�,3sptta 0.020 - 1.7A 0.97 2134 2134 3709 2070 Q 0 0 0 F 21A-28t 0.022 - t.31 0.00 213A 2134 4480 � t915 1915 3661 0 6 c)AED excursion 0 0 Envetope loss/gain 39776 13&19 14740 3t33 12 a} Inflitraiion 30129 2853 8761 830 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 2 4&0 Appliances/other 3FiQ0 3600 Sublota!(linas 6 io 13) 6.9905 20990 23500 8023 Less extemal laad 0 0 0 0 Lesstransfer 0 6 0 0 Redistribution 0 6 0 0 td Subtolal 69905 2009Q 23500 8023 15 Ductloads 31% 62% 21384 13062 31% 62% 7189 4992 Total room load 91289 34II52 30689 13015 Air required(cfm) 1415 1415 476 541 Caiculations approved by_ACCA to meet all requirements of Manual J 8th Ed. ___ � wrightsofY 2016-Jun-28 if:35:t4 Right-SuiteJ Universal 2013 13.0.15 RSU15012 Page 1 �A Z:1Wrighlsofl HVAC1PrqecllPdlKE R1H062816NORD.rup Calc=�1J8 Fronl Door faces: S -�- wrightsoft� Right�JO Worksheet Job: H062816NORD �Il t11'G �QUSG Dake: Jun 28,2016 By: M►KE ROWE Goodin Cflrnpany 2700 2nd S�reet norlh,Minneapolis,hSN 55411 Phone:612-588-7817 Fax 612-588-8132 Emaii:mike.rovre@goodinco.com Web:www.goodinco-com f Room name MAIN LEVEL 2 Exposed vra11 271.� ft 3 Room height 9.0 ft heaticool 4 Room dimensions 2134.0 x 1.6 ft 5 Room area 2134.0 iN Ty Constniclion U-value Or HTM Area ((Nj Load Area Load number (Btuhlft'-°F (Btuh/ft') a pedmeter (ft) (Btuh) or penmeter Heat Cool Gross NlPIS Fleat Cool Grass NlP/S Heat Cooi 6 � 12F-Osw 0.065 w 5.65 0.90 451 394 2226 353 2 g!azing,dr outr, 0.300 w 26.07 31.$2 36 0 939 1146 1id0 0.390 w 33.89 9.75 21 21 7�2 205 W 15611-&r�c-8 0.055 w 3.69 0.05 Q 0 0 0 11 ti� 12F-Osv� O.d65 n 5.&5 0.90 554 374 2513 335 ii�'ng,c1r outr, 0.300 n 26.07 9.50 138 0 3598 13t1 0.390 n 33.89 9.75 42 42 1423 4t0 12F-asvr O.a65 e 5.G5 0.� 451 379 2141 340 2�lazinq,cir oulr, 0.300 e 26.07 31.82 72 0 1877 2291 1�J 15B11-8�•�c-8 0.055 e 3.55 O.OQ 0 0 0 0 �G 2�azirg,Gr outr, 0.300 e 26.a7 31.82 0 0 0 0 W Rim Joist,wd ext 18 0.047 se 4.08 0.94 22 22 90 21 i2F-Osw O.t765 s 5.65 0.90 554 442 2497 396 2�azing,dr outr, 0.300 s 28.07 17.78 6A Q 1668 1i38 11D0 U.390 s 33.89 9.75 48 48 1627 468 W i58'Si-&vc-8 0.055 s 3.69 0.05 0 0 0 0 C Attic ceiling,aspha 0.020 - 1.74 0.97 2134 2134 3709 2Q70 F 21A-28! 0.022 - i.9i 0.00 219 219 419 0 6 c)AED excursion 0 Envelope losslgain 25036 t0484 f2 aj Infiltratk�n 213&8 2023 b) Room ver�tilal'ron 0 0 13 fntemal gairs: Qccupants @ 230 2 4fi0 A�liances/other 0 Subtotal(tines 6 to 13) 46�{OS 12968 " Less eutemal load 0 0 Less transfer 0 0 Redisiribution 0 0 14 Sublolal 46465 12968 15 Ducitoads 31% 62% 14SS5 EOoJ Tatai room load 606Qp 21037 Air requ'rred(cfm) 940 874 Calculations approved by ACCA to meet all requiremenfs of Manual J 8th Ed. '� wrightsoft• 2ot6•Jun-2s t7:35:7a RighlSuiteyJ Universaf 2013 13.0.15 RSU15012 Page 2 '��A Z:1Wrightsoft HVAC\ProJeclIMIKE R1N0828t6NORD.rup Calc=h1J8 Fronl Door faces: S �o � ��-!� �cuM ' .cnmi WMt � '__'__._.._. . , . , _�. ___._ __ _ __.___. r .t .ix RECEIVED .��°.----}------ a oe ��._ � �� I �� ; ; � =�� , �� JUL 1 1 2016 {: � y �i _ :�� gd'� �: bb p ' \ � Q��' - ~ g�= 85 _ - a ; y `— ...�. -k.i:.,t F�� CITY OF ORONO J i. .o � a �` " "�' �� ' � � S.��.t_ �r .... � � "" I. - � fA^S �a r: - �$ � � � � ��:� ¢ G � m ^ aaao ao_ G� �, _ M � �� I; ' � �o� i� I ' � j _ � ' — o .r.A , � A-�a, . t7{ _i_ i �� Gd� i �L � � .'�n iz I I � � � ! .�� _ �-�- J *�� I I � I � "e � � 3 y► f�1 �_ � � � y , � � � � ;.� �e � a �! 'r �341 �. � ! g y .n �� I e"�'�' �� .i.. � I�� '� � = - �, � � � N � I ; -- - - � "� � �� ; � x '� b �, �a�� ', ;, S ` ��-� j � � t� � -� �� f_ '.� �� C �.g � y �� ,. � +,.'O • 11 . n� '\ �I� ________ _ _oj� . .. � � '.,. �� _ a _�__ —_ .y_ ^ ... — .� —1 ^" I .hl (� � � � �( �~. �i �/ ..�� a. .� _ ___a. _ p�V .\./. .�� 1�3G 7� ' 6 " �.. _-,,-, -- � __-__ � _ � ��i �� i _ � s�� _ � Y� � �� - �� : � �--a;�� ' �a� �--_,�, �� ;��; � ' ; --� � � I q �❑ �t p �'�' ' y C� s � �O � y .t� �� $V �a. C ��a'e � ` � _....� �, �� I �y� �'_____n� `� � S¢ _—_. � m \ � '��y� � i b � e � V. � et,rrl-- --1 i , �� 7i �4,1 � � 9°`� � I ��e� �I i �� ;�� § ��. �� _" = (; � i . r- }I b s �. : € ';: i � �� o r �� ' ��y _�- __ I I �"�� 1 � -� � '�I -y:'y�`,,�•�A� aaar-a � o��I r y.:. caw;ooi h �_ . ♦ ai-.ii.�_ -� -------� - .�,.�--- -I- ��I� � 9 ,.s ��,� -�----._�,7--�-�-� . F . ,� :o..a�- �� , �� . —,. ___ �. ntwr+cnv b � � � ' (� � twui �:n,�-_�ro ,��; • I I --cum�_cu[rm----�ma w,a cur_r - - ---_-'_ -- - - - -- ---- •o,. � �,�. -i--�_; - --- -- L�-_ ------ - & � - �-- --_ _ � — __-- --. _ — ----___— —=�� --- y . �_-_ �j C k' ,o � � Q" j g- �\ ^_o` I;. �t . 3� ~ .c.i .a � � � �- �� b� rF y � j �� b ?s:� � __" � I - -- _ .--- r - __ _-- - --- _ ___ --- __ __ � ; .__.. . .. a a� __._-_. _ � --� -------- -- ---- -._..--- --- ------ � --- ' .a,i /' � .c;< -- -'�'�y �R $� I _ � _'_ 6SV� �� b� . :. �. � � � :�� - �� di �,.� �� _ �-t �� ; n� � e I �A + � _ � _- � � oa � '� � b6��v t �� gj�?� �a.�� ay�� ' ��: � �e ga� ( �_�^=y_�__ -___ �_-___ �___ _ '_____ ____ _____________ __� �a~--� ____-______________ w[rr.tse[va-__-.,____^`___ _--__"'� . ti � •iis .4A� A��t �—� ¢ ♦—__--_'_-_._�_-______�_-'... .. A�iii '_. _.__'"—_"_'_.___.-"______" _-_.__._—__"_.__"__'_"_._"_ .c��u ..-.._._..__r —__---' _A_�-_ _.._. ,�__ , i , --. .------- ------� —_�---�-------~ .e�,�. . _----------• ___ ,,.� -- .a�,« — . o " .r.i � .-_' ,iµ � .c.�a— .___Y�—..�_.F.i �t � � � � ts� 1 t�tt y � m ,,uZVJ� � rrn w3�'a -- • � y a r-__—_�� y . �� - ��`- »ao�t�/ _ •• �----- ,a� .�� 't` �� I an'��c _—. i � ii --�------- ►i � . ,. �2 N ' � - a „i�.�� i b �1��.� '-. � '- � Y a ^ €7 �V , �� ¢¢- . � .��U _... _..��.< • _.�I�.v- ----�11lMIA .C�.O 11Pi1'r �}�M ..._ � .. _£__ �� \lfi� •�� L. = V•y�� O ' y£_�= � ��t�. � 1-� m a ,✓ q i _ �' Y, ��"°`"1 ._ b ` a - � i�-----^� -- --- - ---- _ .T,a . ^ .ii�.i � _ � � .�-.c�'�,i ` u��H-itina ' � : 'a ""____ _"'__"" _"__ t.., . . it "'_" ^ t` � b .TJ'/Y7MJ1 . � � .. - 9'Ad � � � ` ' � � — .._---�-_Mltl'I31NSf•L '_— ', . `` V� A'NI ...9�.� �PJ �4ir "--- .ol-�il � ]/� � u.Y _ � . ��i � � � � , OI � ^� F, .w a��: x .. L � �� ' � y y ! 'a ' " .i-�y"„<. �,.::�"�.q ., .�.yr.,r, �� 6 y E � �' '—,__��r �I.�� ., . ,1i' _ � 's..� —. .. . w � ' -• z �` �'i F -(-�{-' b V . < ,_ Q �o ._.. � �_� � �� +N � o .�,.f � �� __i_' _.- `.,��(/ �� v D�acr.a�tu.t ` -- ;:.,, v_ `'�1�` � j ��o .� I ._�. ' � f�1 ,�, -xa<. \ a�`. s !1� _...— 1 ,_ o y -:t: .-,; i —+i. a �� d'� . � L_ _ � �P$ � �y � b +--- �' a.c a � ^� a,< sarau�c, � ` ��e��^ � i8.��ge F - � . _ I ff2i `.�� L'..g¢`o �^ � 4 F.O � '�� {J A`' .,i�sl_� ,.__.�_" --�.e p� Yd77E•i� �,I _ - _�`_-�_____ O �x ! i _ _'____._ ��.;[.^I�Oi9 ��i- .l�:I � �.i. Q�'. :_ I� ' �.. . � s' � u a'ru : '^E' �� i y , a,� .,,< � .-ar,---p,_ •,-c ; •• _ . .. ' � / _ I � _ � , s � � < �,�,v.:, ��. .a,= � � � � � � ---- ------ �a , � ,. ___—_r a, � y - ��-- \ � - _ _ 4 - t _.�_ .� . �� =J a � F , i s �� -.� . � n R,_. �j g��y � Ai' '� • Y � " aa1� i,� J � �� .. - .c,+ �o.wm � � ;� _ i _.._.. — . . .. � .. , .__.,—. .�� 4 :._... � a ;o�s .no ' .�,� �nuw_ ---- - ------- � � ti � — - _ R • -- � �� e � i � � �� : :�� 6� °`' � �,_: g � e. < vx - ( _ �� 8,�'^�y� --- - - � - « E __ �� $ >s �: .. '�� g � 'y'6' g ��;';�-----` 9 � � °'+ 4, R� i'�"�� - b �.. �, - �,� � �� 1 - � . _ _- _�v ,� ----� ---�---- � -�� m page Project- Justin Spreitzer Location:Beam#1 �Y�� Amerhart Multi-Loaded Multi-Span Beam '� 2631 Territoriai Road or (2009�nternational Building Code(2d05 NDS)j St.Paui, MN 55114 (3)1.5 IN x 925 IN x 6.5 FT StruCalc Version 8.0.112.0 5/12I2016 6:05:43 AM #2-Southern Pine-Dry Use Section Adequate By:42.6°/a Controlling Factor.Moment CAUTIONS `Laminations are to be fuliy connected to provide uniform transfer of loads to ail members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN L/1621 Dead Load 0.02 in Total Load 0.07 IN U1078 � Live Load Deflection Criteria U360 Total Load Deflection Criteria:L1240 � REACTIONS A B Live Load 1849 Ib 1849 Ib , Dead Load 933 Ib 933 Ib Total Load 2782 Ib 2782 Ib Bearing Length 1.09 in 1.09 in BEAM DATA Center Span Length 6.5 ft -- = - -_= - --- - — —- _ . - ._ �� UnbracedLength-Top 2 ft A e.sr, -6 Unbraced Length-Bottom 6.5 ft � Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERtAL PROPERTIES Uniform Live Load 569 pif #2-Southern Pine Uniform Dead Load 277 plf Base Values Adiusted Beam 5elf Weight 10 plf Bending Stress Fb= 975 psi Fb'= 1205 psi Total Uniform Load 856 plf Cd=1.00 C1=1.00 CF=1.08 G=1.15 Shear Stress: Fv= 175 psi Fv'= 175 psi Cd=1.00 ",Aodulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min Mod.of Elasticity: E min= 580 ksi E min'= 580 ksi Comp.1 to Grain: Fc-1-= 565 psi Fc-1-'= 565 psi Controiling Moment: 4520 ft-ib 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and iive Ioads on span(s)2 Controlling Shear: -2782 Ib 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rea'd Provided Section Modulus: 45.02 in3 64.17 in3 Area(Shear}: 23.84 in2 41 63 in2 Moment of Inertia(deflection): 66.1 in4 296.79 ina Moment: 4520 ft-Ib 6444 ft-Ib Shear -27821b 48561b Beam#2 Amerhart ____ ---- __._ — -- – -- --- --------- -- _._ —____- __ 2015.2 AllowaDie SVess Oesign �� MSI�: 0.91 NOTE LOAD TABLE 2 PUES 1.750 X 9.500 LP LVL2900Fb 2 OE nESzca aurr.nsr VSI: 0.62 1 THISCOMPONENTISDESIGNEDTDSUPPORTONLY DESIGN CONSISTS OF 2 PLZF,S r^ASTENED RSI: 0.67 THE VERTICALLQADS SHOWN VERIFICATION OF NOTE LQADS SHOWN ARE fOR INPUT LOAD CASE(1) OTMER LOAD CASES TOGETHER (REFER TO NOTE51 . LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN UVF LOADWG ARE CHECKED AS RE�UIRED. I,ry� �p a 40 PSF METHODS,WIND AND SEISMIC BRACINGAND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DErD LOnD = 15 PSP � LATERALBRACINGTHATISALN/AYSRE�UIREDIS DISTRIBUTION SOURCS TYPB 'f0P/SZDE LOAD FROM TO LOAD LDP LAHEL TOTAL I411U = 55 PSP THERESPONSI&lJTYOFTHEPROJECTENGWEER FT-ix-SX 77-IN-SX ORARCHITECT. UNIFORM YLOOR LIVE TOP 580 PLF 00-00-00 10-09-00 1.00 2 PROVIDERESTRAINTATSUPPORTSTOENSURE UNIFORM FLOOR D&AD TOP 218 PLP 00-00-00 10-09-00 0.90 FLR LEPT SPAN CJ�RR. : 25.00 PY IATERALSTABILITY UNIFOxM WJ�I.L DEA� TOP 80 PLP 00-00-00 10-09-00 0.90 eLa rslGerc Setal CNut. : 9.00 Fc - 3.DONOTCUT,NOTCHORDRILLLPLVL c7NiFOnM HE�M NEIGHT 10 PLF 00-00-00 10-09-00 0.90 4.SHIMALLBEARINGSFORFULLCONTACT. CONCENTRATED SNOW LZVE TOP 3211 L85 00-00-OOMIDTBRG:3.00" 1.15 DEPI.ECTZON CAITBRIl� : 5 VERIFVD�MENSIONSBEFORECUTTINGIPLVL CONCENTRATED SNON DEAD TOP 1560 LBS 00-00-OOMINBRG=3.00" 0.90 LZVE LOAIJ DEFL: L / 360 TOSIZE CONCENTRATED SNON LIVE TOp J211 LHS 10-09-OOMINBRG=3.00" 1.15 TOTAL LOAD DEPL: L / 240 6THISLPWLISTOBEUSEDASAFLOORBEAMONLY C�NCHNTRATED SNOW DEAD TOP 1560 L85 10-09-OOMINBAG=3.00" 0.90 .0 MPRESSIONEDGEBRACIN RE UIR AT CODE COMPLIANCLS : 45'O-C OFi IESS WARNING NOTES REPORT N AP11 PR-L2B0 DESIGN ASSUMES ALL"TOP"LOADS ARE THIS COMPONENT DESIGN IS SPEGFICALLY FOR L-P ENGINEEREO WOOD PROOUCTS. ICC-ES ESR-2403 APPLIED TO TOP EDGE OF LP LVL.SUCH THAT USE OF THIS DESIGN FOR ANYTHING OTNER THAN LP LVL OR LP LSL OR LP IJOISTS IS LADBS Rx-25783 LOAD IS DISTRIBUTED E�UALLV TO EACH PLY STRICT�V PRONIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CCMC 1151B-R ATTACH THE TWO PLIES WITH 2 ROWS OF 160 8Y A DESIGN PROFESSIONAL. Florida FL15228 (3-1/2"�NAILS AT 12"OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDE RESTRAWT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. FROM EACH FACE NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER MINIMUM BPARING SIZES ARE SUFFIGENT TO PREVENT CRUSHING OF THE LP LVL OF 0.131". 16d SINKERS(a1/4")MAY BE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEEP, USED,BU7 HALF MUST BE DRNEN FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTEO?O ALL P�IES. ADDITIONAI ANCHOR LP LVI.FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. FASTENERS MAY BE REQUIREO. LP COMPONENTS ARE MANUFACTURED WITHQUT CAMBER,TNEREfORE IN ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTtON LIMITS OTHER DEFLECTION CONSIDERATIONS SMOULD BE EVAWATED BY PROJECT OESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS THIS PLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD OEFLECTION L.IMIT Of U246.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. � 9.5�0 SUPPORT RErGTZONS (LBS): MA1CII�fOM H EAR I NG HIIMB EA �C 1 Z I 1.750 "'THISDRAWINGISNOTIDSCALE"' DO►Ri 7957 7957 3.500 �� -�- -�- CROSS SECTION MIN BSARIl7G SIZES (IN-S7C) 1- 8 9- 8 MAXIMS7M DEPLECfIONS CAI.CRJIATED AL14WABL8 LZVE LOAD 0.33"(L/378) 0.35" •DeAD IqAD 0.26" TOTAL 7AAD 0.50"(L/247) �.52" Narr.�ing&Erethon LP�SdidStarl�LSL,LVLandl-JastSpecific�ions UserNotes(Userisresponside(oriheacciracyoftlwserqtes) Sokware Prov�ded By: OS/12/16 IBC 2012 4mporaryand pertnanen[Encinp for halding component oa noc��,noz�n,a�n oralter LP SolidStan LSL,LVL and IJoists except as shown LP Engineered Wood Products p1umD and tor res�isting iateral forcea shall he desi9ned and�n puEl�ished matenal from LP.Anyuse ol LP SoIldStart LSL,LVL and IJoists conVary q'Iq Unicn ShBet,Swt22000 installed by oNers. No laads are to 6e applied ta the ro the ilmrts set IoM herean,negates any expresc wairanry o/the praduct and LP Nashvills,TN 37219 com0a�ent unti!a11er all the freminp and tastening are diaclaims all imp7ied wattanties Including the implieA werranCes ot merchanbCiliry ampleteE.Af no Ome fhali loads gree�er ihan Ceslgn and Atness for a particular use. Phone 800.5157570 loads be applied to Ne componenl F� ��`��9 A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTAI.LING CONiRACTOR. Design Criteria The design and matenal epecipe0 are m auhaUntial �P+�a SolidStart aro ngistared trademark:of lowsiana-Pacifc Carporetlon. DWG # onlortniry vnth the latest revialane ol NDS'Dead IoaA deflenion Includee edJuatment lactor lor creep.Talal ioaE Cal.Prop 85 Wammp�Uae of t�is pmducl mayresull in expaaur¢to vrood dust,knovm SHEET # daflnct�on ia inetnntaneous. to the Stete of Calilomie to�ause cancer. File:C.�ProB�am Files(xB8)�LP1Wootl-E Design12015.21WOODE.SPX page Project: Justin Spreitzer / Location:Beam#3 ��IN��+�' Amerhart Multi-Loaded Multi-Span Beam '�,,,;�°"�' 2631 Territorial Road of �2009 intemational Building Code(2005 NDS)] St.Paul, MN 55114 (2) 1.5 IN x 925 IN x 7.0 FT(3.5+3.5) StruCalc Version 8.0.112A 5/12/2016 7:05:09 AM #2-Southern Pine-Dry Use Section Adequate By:72.8% Controlling Factor:Shear CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members � QEFLECTIONS Left Center LOADING DIAGRAM � Live Load 0.00 IN L/MAX 0.00 IN UMAX � Dead Load 0-00 in 0 00 in Total Load 0.01 IN U7643 0.01 IN U7643 � Live Load Deflection Criteria:L7360 Tolal Load Deflection Criteria:U240 � � REACTIONS A B � Live Load 2509 Ib 2450 Ib 2509 Ib Dead Load 1220 ib 1298 ib 1224 Ib Total Load 3729 Ib 3748 Ib 3733 Ib Bearing Length 2.20 in 221 in 220 in ` 4 ""` " ' "' BEAM DATA L�ef Ce�ter Span Length 3.5 ft 3.5 ft '---- _ _: _ ._ __, __ _ ,- . -- - _ _- - -- Unbraced Length-Top 2 ft 2 ft a a.s r� B a s r. ; Unbraced Length-Bottom 3 5 ft 3.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM l.OADS Left Center MATERIAL PROPERTIES Uniform Live Load 280 pif 280 pif �2-Southern Pine Uniform Dead Load 105 pif 105 plf Base Values Adjusted Beam Seif Weight 7 plf 7 pif Bending Stress Fb= 975 psi Fb'= 1042 psi Total Uniform load 392 plf 392 pif Cd=1.00 C1=0.99 CF=1.08 Shear Stress: Fv= 175 psi Fv'= 175 psi POINT LOADS-LEFT SPAN Cd=1.00 Load Number ne Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Live Load 1651 Ib Min. Mod.of Elasticity: E min= 580 ksi E min'= 580 ksi Dead Load 831 Ib Comp.l to Grain: Fc-1= 565 psi Fc-1'= 565 psi Location 0 ft CENTER SPAN Controlling Moment: -1312 ft-Ib Load Number One Over right support oi span 1 (Left Span) Live Load 1651 Ib Created by combining all dead loads and live loads on span(s) 1,2 Dead Load 835 Ib Controlling Shear: 1874 Ib Location 3.5 ft At left support of span 2(Center Span) TRAPEZOIDAI LOADS-IEFT SPAN Created by combining all dead loads and live loads on span(s)1,2 Load Number ne Two Left Live Load 280 plf 0 plf Comparisons with required sections: Rea'd Pr vide Left Dead Load 105 plf 80 plf Section Modulus- 15.11 in3 42.78 in3 Right Live Load 280 plf 0 plf Area(Shear): 16.06 in2 27.75 in2 Right Dead Load 105 plf 80 plf Moment of Inertia{deflection): 7.12 in4 197.86 in4 Load Start 0 ft 0 ft Moment: -1312 ft-Ib 3715 ft-Ib Load End 3.5 ft 3.5 ft Shear 1874 Ib 3238 Ib Load Length 3.5 ft 3-5 ft CENTER SPAN Load Number Qn� Two Left Live Load 280 plf 0 pif Left Dead Load 105 plf 80 plf Right Live Load 280 plf 0 plf Right Dead Load 105 plf 80 plf Load Start 0 ft 0 ft Load End 3.5 ft 3.5 ft Load Length 3.5 ft 3.5 ft Beam#4 AmerfiaR �_ _ _. _ ----- . -- ----------—_ _ -- __ _ 2015 2 AlfomCle Siresa Deaign �OAD TABLE - � MSI: 0.90 NOTE� 2 PL�ES 1.750 X 14.000 LP LSL 1.55E DESICN CRITERiw : VSI: 0.33 1.THISCOMPONENTISDESIGNEDTOSUPPORTONLY DcS.GN CONSSSTS OF 2 - PLItiS FASTENED ASI: 0.40 THE VERTICALLOADS SHOWN VERIFICATION pF NOTE: LOADS SNOWN ARE FOR INPUT LOAD CASE(�) OTHER LOA�CASES TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS.PRAMING FOR PATfERN LIVE LOADING ARE CHECKED AS REQUIRED I,IVE i,pN7 = 40 PSF METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEfT END OF SPAN OR CANTILEVER.) DBAD IAAD � 15 PSF LATERALBRACINGTHATISAUNAYSRE�UIREDIS DISTRIHUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF LABEL TOTAL LOAD = 55 P5F I THERESPON51&LfTYOFTHEPROJECTENGINEER FT-Ix-SX PT-IN-SX OR ARCHITECT t1NIPORM FLOOR LIVE SIDE 280 PLF 00-00-00 15-00-00 1.00 2 PROVIDERESTRAINTATSUPPORTSTOENSURE UNIZORM SNOW DEAD TOP 131 PLP 00-00-00 15-00-00 0.90 PLR i.P:PT SPAN CARx. : 6.00 Ff LATERAISTABILITY t7NIFORM WAI.L DEAD TOP 120 PLF 00-00-00 IS-00-00 0.90 FLR RZGHT SYAN CRBR. : B.O� Pf - 3.DONOTCUT,NOTCHORDRIL1lPLSL lIN�tFORM SNON LIVE TOP 105 PLF 00-00-00 15-00-00 1.15 4 SHIMALLBEARINGSFORFULLCONTACT. UNIFORM PLOOR D8Af7 SIDE 105 PLP 00-00-00 15-OD-00 0.90 DEFLECfZON CRITERZA : ' S.VERIFYDIMENSIONSBEFORECIJTTiNGLPLSL iJf7IFORM HF.AM wEIGHT 16 PLP 00-00-00 15-00-00 0.90 LIVE LOAD DEFL: L / 360 TOS�ZE 7'OTAL LOAD D6FL: L / 240 B.THIS LP LSLISTO BE USED ASA FLOOR BEAM ONLY WARNING NOTES 7COMPRE IONEDGEBRACIN RE UIR DA CODB COMPLIANCES : 45'O C.OR LESS. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERE�WOO�PROOUCTS. REPORT ik USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS APA PR-L280 DESIGN ASSUMES A�L"TOP"LOADS ARE STRICttY PROHIBITED.ANV MODIFICATION OP THIS DOCUMENT REQUIRES REVIEW ICC-ES ESR-2403 APPIIED TO TOP EDGE OF LP LSL,SUCH THAT BY A DESIGN PROFESSIONAL. IanBS xx-2578] LOAD IS DISTRIBUTED EQUALLY TO EACH P�Y CCMC 13319-R ATTACH THE TWO PUES WITH 3 ROWS OF 16d MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LSL Florida PL15228 (3-12")NAILS AT 12"OC STAGGER ROVJS BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT FNGINEER, NAILS CAN BE DRNEN FROM ONE FACE OR HA�F ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS FROM EACH FACE NAILS MAY BE COMMON Oft BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. BOX NAILS WITH A MINIMUM SHANK DIAMETER Of 0.131". 16d SINKERS(3114")MAY BE ANCHOR LP LSl FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. USED.BUT HALP MUST BE DRIVEN FROM EACH FACE. LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE�N ADDITION TO COMPLYING WITH BUILDING CODE DEFIECTION LIMITS OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF U240.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS � 14.CC0 SIIPPORT RFACTIONS {I,BS): MAXIMUM H EAR I N6 NUM B &R -�C 1 Z I 1.'750 "'THISDRAWINGISN0T70SCALE"' DOwN 4953 4953 3.500 �� - CROSS SECTION MIN BEAR.ING SZZES (IN-SX) 4- 0 4- 0 MAXII2IIM OEFLECTIONS GI.('[JLATFD ALI.OWHB LIVE I.OAD D.2T�(L/662) 0.49 DEAD LOAD 0.51" TOTAL LOAD 0.61" L I89 0.73 r+anm��aE�ecnon t�sa�asmr��s�,�v�ar,di-das�sPedncanore usHNaes�use�s.esp«,s�aerau,eaccuacyameseno�es� Software Provided By: osnvis Tem ora a � 7 9 componen 9 IBc zo12 P rya� pertnanemCac ro�noie�� o otcut,no�ch,dnllorslter�PSaiidStartLSL,WLa tlIJ rstseviceptaschawn LP En ineered Wood Products plum6 and br resistinfl letenl lorces snall be deslgned and in publishe7 matenal hom LP.Any use of LP SolidStah LSL,Wl an0 IJoista cantrary 414 Urvon SUeet.Suile 2000 Installetl Cy othen. No IoeCa an to Oe applied to ihe �o t�e limifs set foAh M1erean,�egatea any exproas wartanry of the praCuct anE LP NaSMiile,TN 3T219 component until aMer all t�e fnminp and hsteninp aie tlis<Ieima all implied warrenties including Ne implietl werran0es ol merchanubiliry {��p�9 gpp 5157570 completed.At na time�hsll loada gmeter Ihan deaign and fimess tor a parOcular use. lo�ds be appl�eG lo Ihe componenL F� �� A GOPV OF T}�IS DRA�N�NG IS TO BE GIVEN 10 THE INSTALLING CONTRACTOR. Design Criteria the Cnign and matedal apeciAeE erc in suEatantial LP and Sai'idstart are registercd wdemarks o��au�sianaPauec eorponuon. DWG # onformirywilh tha letesl revisions ol NDS'Deetl IaeC Ee1lecHon includes adjustment factor tur cnep.Total loatl Cel.Prop 65 Waminq:U�e o�lh�ia product may result In eipoaurc to wood duet,known SHEET # tle0ccvon is insuntaneoua. ta Ne State of Califomla to cause can<er. File�.C:�Progiam Files(x86pLP\Woad-E Design120152�WOODE.SPX page Project: Justin Spreitzer Location:Beam#5 SEIR�, � Amerhart Multi-Loaded Multi-Span Beam `�;:�' 2631 Territorial Road or (2009 International Building Code(2005 NDS)] St.Paul, MN 551'14 (3)1.5 IN x 9.25 IN x 5.5 FT StruCalc Version 8.0.112.0 5/1212016 7:19:33 AM #2-Southem Pme-Dry Use Section Adequate By:46 3% Control�ing Factor:Moment , CAUTIONS �`Laminations are to be fully connected to provide uniform transfer of loads to all members � DEFLECTIONS Center LOADING DIAGRAM � Live Load 0.04 IN U1812 � Dead Load 0.01 in � Total Load 0.05 IN L/1307 � Live Load DeFlection Criteria:U360 Total Load Deflection Criteria L/240 REACTIONS A B Live Load 2310 Ib 2310 Ib Dead Load 894 Ib 894 Ib Total�oad 3204 fb 3204 Ib Bearing Length 126 in 126 in BEAM DATA Center Span Length 5 5 ft ` - - -- '- - -- -- - _—_- _ _ _.--- = =---- Unbraced Length-Top 2 ft A s s n � Unbraced Length-Bottom 5.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS ent r MATERIAL PROPERTIES Uniform Live Load 840 pif #2-Southern Pine Uniform Dead Load 315 pif Base Values A sted Beam Self Weight 10 plf Bending Stress: Fb= 975 psi Fb'= 1205 psi Total Uni(orm Load 1165 plf Cd=1.00 Cl=1.00 CF=1 08 Cr-1.15 Shear Stress: Fv= 175 psi Fv'= 175 psi Cd=1.00 Modulus of Elasticiry: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E min'= 580 ksi Comp.1 to Grain Fc-1= 565 psi Fc-�'= 565 psi Controlling Moment: 4405 ft-Ib 2.75 Ft from left support of span 2(Center Span) Created by combining ali dead loads and live loads on span(s)2 Controlling Shear: 3204 Ib At left support of span 2(Center Span) Created by combining all dead loads and iive Ioads on span(s)2 Comparisons with required sections: Rea'd Provided Section Modulus: 43.87 in3 64.17 in3 Area(Shear): 27.46 in2 41.63 in2 Moment of Inertia(deflection): 58.95 in4 296.79 in4 Moment 4405 ft-ib 6444 ft-Ib Shear: 32041b 48561b page Project: Justin Spreitzer Loca6on:Beam#6 �1��; ,l Amerhart Multi-Loaded Multi-Span Beam °�;;�" 2631 Territorial Road or j2009 International Buiiding Code{2005 NDS)] St.Paul, MN 55114 (3) 1.5 IN x 9 25 IN x 6.5 FT StruCalc Version 8.0.112.0 5/12/2016 7:20:02 AM #2-Southern Pine-Dry Use Section Adequate By:4 7% Controlling Factor:Moment CAUTI ONS *Laminations are to be fully connected to provide uniform transfer of loads to all members � REFLECTIONS Center LOADING DIAGRAM ( Live Load 0.07 IN L/1098 + Dead Load 0.03 in � Total Load 0.10 IN U792 i Live Load DeflecSon Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A B �ive Load 2730 Ib 2730 Ib Dead Load 1056 Ib 1056 ib Total Load 3786 Ib 3786 Ib Bearing Length 1.49 in 1.49 in BEAM DATA Cen r Span Length 6 5 ft `-- —-_— —---- - -- --- Unbraced Length-Top 2 ft A a s rr � Unbraced Length-Bottom 6 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center #2-Southern Pine Uniform Live Load 840 pif Base Values Adiusted Uniform Dead Load 315 pif Bending Stress: Fb= 975 psi Fb'= 1205 psi Beam Self Weight 10 plf Cd=1.00 C1=1.00 CF=1.08 Cr-9.15 Total Uniform Load 1165 plf Shear Stress: Fv= 175 psi Fv'= 175 psi Cd=1.00 Modulus of Etasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity E min= 580 ksi E min'= 580 ksi Comp.-1-to Grain: Fc-1= 565 psi Fc--1-'= 565 psi Controliing Moment: 6152 ft-ib 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s}2 Controiling Shear: -3786 Ib 6.0 Ft from left support of span 2{Center Span) Created by combining ail dead loads and live loads on span(s)2 Comparisons with required sections: Rea'd Pr vid Section Modulus: 6L27 in3 64.17 in3 Area(Shear): 32.45 in2 41.63 in2 Moment of Inertia(deflection): 97.3 in4 296.79 in4 Moment: 6152 ft-Ib 6444 ft-Ib Shear: -37861b 48561b Beam#7 Amerhart - _ _ ___ . __. ___ _ .—— ---- --- ---------- __ --_ __ __ _ ____ __- 20152 AliowableStressDEsipn MSI O.B3 NOTE. LOAD 7ABLE 2 PUES 1.750 X 9.500 LP LVL29DOFb-2.OE Desxcr� cFurEKu : vsz o.55 'I. THISCOMPONENTISDESIGNEDTOSUPPORTONLV DESIGN CONS.�iS OF 2 - PLZES FAS'I'ENEll RSI: 0.61 THE VERTICALLOADS SHOWN VERIFlCATION OF NOTE �OADS SHOWN ARE FOR INPUT LOAD CASE(1) OTHER LOAD CASES TOGETHER I ReFEa TO [aoTES!. LOADWG,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN UVE LOADING ARE CHECKED AS RE�UIRED LIVE 2AAD . ;5 PSP METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIDNS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DE7�D IAAD = 17 PSF � LATERALBRACINGTHATISALWAYSREQUIRED�S DIS?RIHUTION SOIIRCS TYPE TOP/SZDE LOAD FROM SO LOAD LDF Id�BEL TOTAL LOAD = 52 PSP THERESPONSIBiIJTYOFTFfEPROJECTENGINEER �x-xx-Sx FT-IN-SX OR ARCHITECT. UNIppRM FLOOR LZVE TOP 57B PLP 00-00-00 11-00-00 1.15 ROOF LEPT SYAN CARR. : 29.00 FT 2.PROVID'cRESTRAINTATSUPPORTSTOENSURE UNZFORM PLOOR DEAD TOP 281 PLF 00-00-00 11-00-00 0.90 ROOF RIGHT SPAN Cl�RR. : 4.00 1r1' 'i. LATERALSTABILITY tTNIFORM B&AM WEIGHT 10 PLF 00-00-00 11-00-00 0.90 - 3.DO NOT CUT,NOTCH OR DRILL IP�VL DEFLECfION CAZTIItIA : 4.SHIM ALLBEARINGS FOR PULLCONTACT. WARNWG NOTES LZVB LOAD DEFL: L / 240 S.VERIFYDIMENSIONSBEFORECUTTINGLPLVL TOTAL LOAD DEFL: L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLV FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL ISTO BE USED AS AROOF BEAM ONLY USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR lP I-JOISTS IS CODE COMPLZANCES : MAKE PROVISION FOR AD£QUATE DRAINAGE. STRICTLY PROHI817ED.ANV MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT N -COMPRESSIONEDGEBRACINGREQUIREDAT BYADESIGNPROFESSIONAL APA PR-L280 52'OC OR LESS ICC-85 ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL I.ADBS RR-25783 DESIGN ASSUMES ALL'TOP"IOADS ARE BEAM AS DESIGNED.IT IS THE RESPONS181LITY OP THE PROJECT ENGWEER, C[R�SC 11518-R APPLIED TO TOP EDGE Of�P LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida FL15228 LOA�IS DISTRIBUTED E�UALIY TO EACH PLY BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ATTACH THE TWO PLIES WITH 2 ROWS OF 16d (3-1/2")NAILS AT 12"OC STAGGER ROV✓5. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. NAILS CAN BE DRIVEN FROM ONE FACE OR HALF FROM EACH FACE. NAILS MAY BE COMMON OR THIS WL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED BOX NAILS WITH A MINIMUM SHANK DIAMETER LOAD ACTING OVER 2 5 X 2.5 FT(625 SQ FT) OP 0.13T' 'IBd SINKERS(3-1/4")MAV BE USEp,8UT HALF MUST BE DRIVEN FROM EACH FACE 12 � � I 9.SC0 S[)PPOR2 REACfIONS (L85): MAXIMi1M B EARZ NG NUMB ER 1 2 1.75 C ^`THIS ORAWING IS NOT 7D SCALE^' DOWl7 4771 47�1 3.500 �� CROSS SECTION MIN BEARIfiG SIZES (Ifl-SX) 3- 0 3- 0 MAXIMUM DEFLECi'IONS GLCQI.7�TP.D ALT4WA8L6 LIVE IAM 0.38"(L/393) 0.59" •DEAD IqAD 0.28" TOTAi. LOAn 0.56"(L/228) 0.72" MandlirgBErec�m Lf�Sdid$t��LSL,LVLa�x71-JastSpeahcalioru UserNdes(UseriS�espa�siWefortheacciracydtliesenotes) Software Provided By: os�iz�i6 ZBC 2012 Temporaryund permanent6racing tornolCinp component Oo not<ut,notch,Gnll or alter LP Sol�itlSteM LSI,LVL anC IJoists e�cept es shown LP Engineered Wood Products plumb and lor recisting istersl brces shall be des�igned and in puDlished matenel hom LP.Anyuse of LP SolidStart LSL,1.V�and IJoiats conlrory 414 Unon SVeet,Sute[000 ns�alled Ey oMerv No Ioatls are to Ct applieG�o t�e to the IimiW set foM hercon,negetef any expreas warrnnry ot the protluct and lP NaShville,TN 37219 component until afler all t�e haminp and lastemng are disclaims all imO�ieE warran�iea includiny Ihe ImDlietl wartanties ol merc�an1ab11i1y p��gpp 5157570 mpleted.At no ome c�ail loads q�eaterthan design enG M1tness tor a parecular use. laatls be applietl ta pie componmt Fa�c 866.753,4369 DeSign Criteria �+COPV OF THIS DRAWING IS 70 BE GIVEN 10 THE INSiAIUNG COMRACTOR. The design and matenn�apeciM1eC a�e suosia�oei LP and SoliOStart an repisleretl[redemarka ot louislana-Pacihc CoryonOon. DWG � <enlortniywith the I��ect�evisions of NDS'Deatl load Cal.Pro 65 Wemin'.Uae at this oduc�ma It in eK e to wood dust,known d Ilectioninclutlen tljusvnenthctorlorcreep.Totellaatl P g Dr yresu posur SHEET � deMctlon ic insbnlaneous. �o�he State ot Califomi�lo cauce canccr File.C:�Pmgrem Files(a88)tLP1WooA-E Design120152\WOODE SPX page Project: Justin Spreitzer �ocation: Beam#8 �rt� � Amerhart Muiti-Loaded Multi-Span Beam `�;w�' 2631 Territorial Road of 2009 International Buiidi�g Code(2005 NDS)] St.Paui, MN 55114 ;3)1.5 IN x 925 IN x 6.5 FT StruCalc Version 8.0.112.0 5/12/2016 6:13:53 AM �2-Southern Pine-Dry Use 5ection Adequate By:59.5% Controllfng Factor:Moment CAUTIONS "Laminations are to be fully connected to provide uniform transfer of loads to all members DEFL�CTIONS Cente LOADING DIAGRAM Live Load 0.04 IN U1816 Dead Load 0.02 in Total Load 0.06 IN U1206 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 ! $FACTIONS A B � live Load 1651 ib 1651 Ib � Dead Load 835 Ib 835 Ib � Total Load 2486 Ib 2486 Ib Bearing Len th 0.98 in 0.98 in BEAM DATA enter � Span Length 6.5 ft . - ___ , _- _ _- - — ,.-- - .� _ _ - _ _- — - _. _ � � Unbraced Length-Top 2 ft A s s n B Unbraced Length-Bottom 6.5 ft �ive Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS enter MATERIAL PROPERTIES Uniform Live Load 508 plf #2-Southern Pine Uniform Dead Load 247 plf Base Values Adiusted Beam Seif Weight 10 plf Bending Stress: Fb= 975 psi Fb'= 1205 psi Totai Uniform Load 765 plf Cd=1.00 CI=1.00 CF=1.08 Cr-1.15 Shear Stress: Fv= 175 psi Fv'= 175 psi Cd=1.00 Modulus of Elasticiry: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E min= 580 ksi E_min'= 580 ksi Comp -L to Grain: Fc-1= 565 psi Fc--�-'= 565 psi Contro�ling Moment: 4040 ft-Ib 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controiling Shear: 2486 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rea'd Provided Section Modulus. 40.23 in3 64.17 in3 Area(Shear) 21.31 in2 41.63 in2 Moment of Inertia(deflection): 59.07 in4 296.79 in4 MomenL 4040 ft-ib 6444 ft-Ib Shear: 24861b 48561b page Project: Justin Spreitzer Location:Beam#9 �4��y�,1 Amerhart Multi-Loaded Multi-Span Beam '��;r�" 2631 Territorial Road of (2009 International Building Code(2005 NDS)] St.Paul, MN 55114 (3) 1.5 IN x 925 IN x 975 FT StruCalc Version 8.0.112.0 5/12l2016 6:17:09 AM #2-Southern Pine-Dry Use Section Adequate By 83.3% Controlling Factor:Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN LI2603 Dead Load 0.08 in Total Load 0.13 IN L/924 Live Load Deflection Cnteria U360 Total Load Deflection Criteria L(240 , REACTIONS A B - Live Load 512 Ib 512 Ib Dead Load 931 Ib 931 Ib _... ,., ..�_ �,.. ..�..__ _ _. -. -. ---- -��. ._ .__..___ �, Total Load 1443 Ib 1443 Ib ! 3 Bearing Length 0.57 in 0.57 in BEAM DATA Center Span Length 975 ft - -- - -_ --_ __ : ,_ -._ _ _ Unbraced Length-Top 2 ft A — - — 9 s» _ � Unbraced Length-Bottom 9.75 ft Live Load Duration Factor 1.00 Notch Depth 0 00 UNIFORM l.OADS Center MATERIAL PROPERTIES Uniform Live Load 105 pif #2-Southern Pine Uniform Dead Load 131 pif Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 975 psi Fb'= 1205 psi Total Uniform Load 246 pif Cd=1.00 Ct=1.00 CF=1 08 Cr-1.15 Shear Stress Fv= 175 psi Fv'= 175 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modu�us of Elasticity: E= 1600 ksi E'= 1600 ksi Left Live Load 0 pif Min.Mod.of Elasticity: E min= 580 ksi E_min'= 580 ksi Left Dead load 50 pif Comp l to Grain Fc-1= 565 psi Fc--L'= 565 psi Right Live Load 0 plf Right Dead Load 50 plf Controliing Moment: 3516 ft-Ib load Start 0 ft a.87 Ft from left support of span 2(Center Span) Load End 9.75 ft Created by combining all dead loads and live loads on span{s)2 Load Length 975 ft Controlling Shear: -1443 Ib 10.0 Ft from left support ot span 2(Center Span) Created by combining all dead loads and live loads on spa�(s)2 Comparisons with required sections: Rea,d Provide Section Modulus. 35.02 in3 64 17 in3 Area(Shear): 12.37 in2 41.63 in2 Moment of Inertia(deflection): 7Z13 in4 296.79 in4 Moment: 3516 ft-Ib 6444 ft-Ib Shear: -1443 Ib 4856Ib page Pro�ect: / Justin Spreitzer '_ocation:Beam#10 r�t1�;�:� Amerhart �Vlulti-Loaded Multi-Span Beam `'��'i' 2631 Territorial Road of ;2009 International Building Code(2005 NDS)J St. Paul, MN 55114 �3)1.5 IN x 9.25 IN x 6.5 FT StruCaic Version 8 0.112.0 5112l2016 6:15:02 AM #2-Southern Pine-Dry Use Section Adequate By:54.5°/a Controlling Factor Moment CAUTIO 1�S 'Laminations are to be fuily connected to provide uniform transfer of loads to ali members DEFLECT�ONS enter LOADING DIAGRAM Live Load 0.04 IN U1757 Dead Load 0.02 in Total Load 0.07 IN U1168 Live Load Defiectio�Criteria:Ll360 Total Load DeFlection Criteria:LI240 � REACTIONS A B Live�oad 1706 Ib 1706 Ib Oead Load 861 Ib 861 Ib Total Load 2567 Ib 2567 ib Bearing Length �.01 in 1.01 in BEAM DATA ent r _ ! Span Length 6.5 ft - -- -. -- -- ___ ---- ---- _ _ _ - - -— _,� ' Unbraced Length-Top 2 ft s.s rt Unbraced Length-Bottom 6.5 ft B Live load Duration Factor 1.00 Notch Depth 0.00 UNIFORM IOADS enter MATERIAL PROPERTIES Uniform Live Load 525 plf #2-Southern Pine Uniform Dead Load 255 pif Base Values Ad1usted 8eam Self Weight 10 pif Bending Stress: Fb= 975 psi Fb'= 1205 psi Totai Uniform Load 790 pif Cd=1.00 C1=1.00 CF=1.08 Cr-1.15 Shear Stress: Fv= 175 psi Fv'= 175 psi Cd=1.00 Modulus of Elasticity E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E min= 580 ksi E_min'= 580 ksi Comp.i to Grain: Fc-1= 565 psi Fc-�-'= 565 psi Controlting Moment: 4172 ft-Ib 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2567 Ib At left support of span 2(Center Span) �reated by combining ail dead loads and live loads on span(s)2 Comparisons with required sections: Re ' Provided Section Modulus: 41.54 in3 64.17 in3 Area(5hear): 22.01 in2 41.63 in2 hloment of inertia(deflection): 61 in4 296 79 in4 Moment: 4172 ft-Ib 6444 fl-Ib Shear: 25671b 48561b Beam#11 Amerhart _._._.._—__— ___- ------------- ----.._�_..-- _ --__— 20151 AllowaCle S�ess Desiyn MSI: 0.53 NO7E. LOAD TABLE 3 PLIES 1.750 X 9.500 LP LSL 1.S5E DESIGN (RtITERIA : VSI: 0.14 1. THISCOMPONENT IS DESIGNED TOSUPPORT ONLV NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1) OTHER LOAD CASES +�£S?GN CONSZSTS OF 3 - PLIES FASTF.NED ASI: 0.18 THEVERTICALLOADSSHOWNVERIFICATIONOF TOGETHER (REFER TU NO?ES). LOADWG,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE 7AAD . 35 PSF MEfHODS,WIN�AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) Dg,Jy IqAp . 19 PSP LATERALBRAC�NGTHATISALWAYSREQUIREDIS DISTRIHUTION SOIIRCE TYPE TOP/SIDS LOAD FROM TO LO/.D LDP I.ABEL TOTAL IAAD a 52 PSF THERESPONSIBIl1TYOFTHEPROJECTENGINEER FT-IH-SX FT-2N-SX ORARCHITECT UNSFORM FLOOR LIVE TOP 201 PLP 00-00-00 16-00-00 1.15 ROOP LEFT SPAN CARR. : 4.50 PT 2.PROVIDERESTRAINTATSUPPORTSTOENSURE UNIFORM PLOOR DET.D TOP 98 PLP 00-00-00 16-00-00 0.90 ROOP RIGHT SPAN G1RR. : 7.00 FT LATERALSTABIIITV UNIFORM HEAM WEIGH7 16 PLP 00-00-00 16-00-00 0.90 - 3.DO NOT CUT.NOTCH OR DRILLLPLSL DEFLECfiON CRZTIItZA : 4.SHIM ALLBEARINGSFOR FULLCONTACT WARNING NOTES LZVE LO7� DEPL: L / 290 S VERIFVDIMENSIONSBEFORECUTTINGLPLSL 70T.V. LOAI7 DEFL: L / 1H0 TOSIZE. THIS COMPONENT DESIGN I$SPECIFICALLV FOR L-P ENGINEERED WOOD PRODUCTS. 8.TH1S IP LSl IS TO BE USED ASA ROOF BEAM ONLY USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP WL OR LP LSL OR LP I.lOISTS IS CODE COMPLIANCES : MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHI81TE0.ANY MODIFICATON OF THIS DOCUMENT REQUIRES REVIEW REPORT p 7.COMPRESSION EDGE BRACING R Q IRED AT BV A OESIGN PROFESSIONAL. AaA rR-L280 100"OL OR LES$ ICC-ES ESR-2403 MINIMUM BEARiNG SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF TNE LP LSL LADBS RR-257 B3 DESIGN ASSUMES ALL'TOP"LOADS ARE BEAM AS DESIGNED.IT IS TME RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 13319-R APPLIED TO TOP EDGE OF LP LSL,SUCH THAT ARCNITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR TNIS Plozida PL15228 IOAD IS DISTRiBUTED EQUAILV TO EACH PLV BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. A'iTACH TWO PLIES WITH 2 ROWS OF t6d (3-112")NAllS AT 17'OC.FROM ANCHOR LP LSl ROOF BEAM SECURELY TO BEARINGS OR HANGERS- ONE FACE ONLY. STAGGER ROWS FIIP BEAM AND ATTACH THE THIRD PlY WITH 2 THIS COMPONENT MEETS CODE ALLOWED DEFIECTION CRITERIA.CALCUTATED ROWS OF�6d(&tl2")NAILS AT 12"OC.TO DEFIECTION EXCEEDS 3/4"AND SHOULD BE REVIEWED BY PROJECT DESIGNER THE UN�NAILED SIDE OF THE PIRST TWO FOR ADEOUACY PUES. STAGGER ROWS NAIL.S MAY BE COMMON OR BOX NAILS WITH A MINIMUM LP LSL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE,IN � SHANK DIAMETER OF 0.131".18tl SINKERS ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAI BUILDING 3-1/4" MAY BE USED. CODES,OTHER DEFLECTiON CONSIDERATIONS SHOULD BE EVALUATED BY TH PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND AESTHETICS.(POSITIVE DRAINAGE IS ESSENTIAL) THIS LSL BEAM HAS BEEN DESIGNED TO Sl1PPORT A 3W LBS CONCENTRATED LOAD ACTI NG OVER 2.5 X 2 5 FT(625 SQ FT) 72 � � � 9.SCC Si1PP0RT REACfIONS (LBS7: Mr%II4CUf 8 E A R I N G N II M 8 E A ] 750 ^'THISDRAWINGISNOTTp$CALE"' 1 2 DONN 2519 2519 3.500 QPLIFT "' "' S.250 CROSS SECTZON rHIN BEARING SI2E5 �II7-SX� � 3- o a- o MAXIMl7M DEFLECTIONS CAI.CtJLATF.D ALLOVIAB LZVE I.C)AD 0.50"(L/379) 0.79' DP.AD IAAa 0.92„ T AL IqAD 0.78" L 242 .OS' H��ng&Ereccim LPDSditlStarl�7lSL,LVLazdi-JoisiSpecihcations UserNUes(Userisrespcxuidefortheaccuacyoftliesenotes) Software Provided By os��zns Temporary and pertnenent Erecing for hal0ing comDonen� Do not eut,notch,tlnll or alter LP SolitlSta�LSL,LVL and IJoiak excepl as shown lP Engineered Wood Products =BC 2012 plumb end 1or rselsting leterel lorces shall be designeE and�in pubiished matenel hom LP.Any use al LP SofidSbrt LSL.LVL and IJoists cantary 414 Urvan SVe01.$ute 200� inablleE by others.No loads e�e to be applied lo the to the iimrtc set lorth hereon,nepates any ezpress wartanry ol t�e protluct and LP component until aRer all the haming and fastenlnp are disclaims all impl�ed wainnties��ncluding the implis0 wamnlies ot marchantabillry Nashville,TN a7219 completed.At no ume shell loeds prcetenhan desipn and Iltneas lor a parocular uae. Phone 800.5157570 loads be appiletl tv Ihe component. F� g�7�q�g A COPV OF THIS DRAWING IS TO 6E GiVEN 1D TME INSTqLLING GaJTRACTOR. Dasign Criteria The oeeign antl matenal specified ere in su4stentlal �P and So1i051art ars regi:tercd tradema�ks o�Lowsiana?aciAc Loryoratlon. DWG � conlom�irywith the latent ievisions of NDS'Dead loatl a.a«ao��wa�z sa��:e,��i a�m.m«,�eP rm.i io.a Cal Pmv 65 Waming:Uae ol ws pmAuct mayiesWt In ezDosurc to wao0 dust,knawn SHEET # denecGon is inatanteneous. to the Stale ol Caillomie to cause center. File�.C.1Program Piles(�c86)ILPVWood-E Design�20t52iWOODE.SPX Beam#12 Amerhart ----_.� __._. _ _ _--- _--- ---— - NOTE� �ot5.z Aliowable S�ress Design � LOAD TABLE 2 PLIES 1.750 X 9.500 LP LSL 1.55E DESIQI QtITEAZA : MSI: 0.45 VSI: 0.17 1 TH�SCOMPONENTISDESIGNEDTOSUPPORTONLY DESIGN CONSISTS OF 2 � PLSES FASTENF.D RSI: 0.29 THE VERTICALIOADS SHOVJN VERIFICATION OF NOTE�. LOADS SNOWN ARE POR INPUT LOAD CASE(1) OTHER LOAD CASES TOGETHER (R^PER TC NOTF.S 1. LOAOING,DEFLECTION LJMITATIQN$FRAMING FOR PATTERN UVE LOADING ARE CHECKED AS REQUIRED � METHODS.WINO AND SEISMIC BRACING,A4D OTMER (��MENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) LNE IAAD ' 35 PSF DEAD IAAD 17 PSF LATERALBRACINGTHATISALYJAYSRE�UIREDIS DIS?RIHUTION SOORCE TYPE TOP/SZDE LOAD PROM TO LOAD L➢P LABEL TOTAL LOAD . 52 PSP THERESPONSIBIl1TYOFTHEPROJE�TENGINEER FT-IN-SX P2'-IN-SX ORARCHITECT. IINZFORM WALL DEAD 2'OP 200 PLF 00-00-00 10-06-00 0.90 AOOP LSFT SPAN CARR. : 9.00 FT 2 PROVI�ERESTRAINTATSUPPORTSTO ENSURE IINIFOAIN PLOOR LIVE TOP 140 PLF 00-00-0� 10-06-DO 1.15 ROOP R2GHT SPAN CARR. : 4.00 FI' LATERALSTABILJTY VNIFORM PLOOR DEnn TOP 68 PLP 00-00-00 10-06-00 0.90 — 3 DONOTCUT,NOTCHORDRILLlPLSL. UNIPORM BEAM WEIGHT 11 PLF 00-00-00 10-Ofi-00 0.90 DEtZ.ECTION(RITERiA : 4.SHIM ALLBEARINGS FOR FULLCONTACT. LIVE LOAD DLFL: L / 240 SVERIFYDIMENSIONSBEFORECUTTINGLPLSL WARNINGNOTES TOTAL LOAD DEPL: L / 180 TO SIZE 6.THIS LP LSLIS TD BE USED ASA ROOF BEAM ONLY THIS COMPONENT OESIGN IS SPEGFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. COUE COMPLIANC85 : MAKE PROVISION FOR ADE�UAi�E DRAINAGE USE OF iHIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR lP I-JOISTS IS REPORT �{ 7 COMPRESSION EDGE BRACING REQUIRED AT STRICTLY PROH181TE0.ANY MODiFICAT10N OF THIS DOCUMENT REqUIRES REVIEW APa PR-L280 124"OC.ORLESS. BYADESIGNPROFESSIONAL. ICC-ES E5R-24�3 LADBS AR-257B3 DESIGN ASSUMES ALL"TOP"LOADS ARE MINIMUM BFARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LSL CC2fC 13319-R APPLIED TO TOP EDGE OF LP LSL,SUCH iHAT BEAM AS OESIGNED.IT IS THE RESPONSI8ILIN OF THE PROJECT ENGINEER, Flozida FL15228 LOAD IS DISTRIBUTED E�UALLY TO EACH PLY ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS ATTACH THE TWO PUES WITH 2 ROWS OF 16tl BEAM IS CAPABLE Of SUPPORTING THE REACTIONS (3-tl7')NAILS AT 12"OC.STAGGER ROWS NAILS CAN BE DRIVEN FROM ONE FACE OR HAI.F ANCHOR LP LSL ROOF BFAM SECURELY TO BEARINGS OR HANGERS fROM EACH FACE NAILS MAV BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER TNIS LSL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 L8S CONCENTRATED OF 0 131". 16d SINKERS(3-1/4")MAY BE IOAD ACTING OVER 2.5 X 2.5 fT(625 S�Pn USED,BUT HALF MUST BE DRIVEN fROM EACH FACE 12 � 0 � 9.500 SQPPORT RBACTIONS (L8S): MAXIIdLAf e SARI NG NUMB ER 1 2 1.750 "'THIS ORAWING IS NOT 1D$CALE"' DONN 7198 2198 3.500 IIPLIYl' "' ___ CAOSS S£CTION MIDI HEARING SIZSS (IN-SX) 3- 0 3- 0 MIVCIMfII4 DEPLECfI0N5 CIS.C[ILATED ALLOWhHLE LIVE IAAD 0.10"(L/1255) 0.51'• +DFAO [MD 0.29" TOTAI, IAAD 0.29"(LJ420) 0.68" Hendirg&Eretilon IP�ASolitl$tart�L$L,WLard4JastSpecificaM1ions UsefNrnes(User�isresponsi6lefatheacc�racyofCieserotes) Software Provided 8y: osnz�,s IBC 2012 Temporury antl pertnanent bncmg for halding component Do nol cul,notch,drill or aller LG SoIldStari LSL,LVL and IJoic[s except as ehawn LP Engineered Wood Products plumb end lar resisting lale�al torces shall Oe Eesipnetl and in published matanel hom LP.Any use of LP SolitlSUrt lSl,LVL and IJoiab contrary 414 Unim Streel,Suile2000 ina�nlled Ey afhers. No IoaAs are to be applied to[he to Ihe limi�s set taM�ereon,nepates any e�Dresa wamnryo/lhe product ana LP comDonent until after all the haminp and hatening are tliaclaims ell implieE wamntiea InGuAing Ne imDlied wartannes ot merchantabllily Nashville,TN 37219 omvleted At no time ehall laeds proa�er inan design ane fitnesc for a particular uce. Phone 800.515 7570 loeds Oe applie0lo the companent F� ��`�� A COPYOF THIS DRAWING IS TO BE GIVEN 10 THE INSTALIING CONTRACTOR. Drsign Criteria The desiB�and matenai specif�ed ere in eubstanual �P.�a Souds�nn.,<«q�++e�ea��aema.ks o��o��e�ana-a.o�ec co�aneo�. DWG � onformity with the letest revisians of NDS.'Dead load de�llection inclu0es ad�ustment fnclor lor crtep-Totel load Cal ProD fi5 Waming-U�e of ihia product may+asult in etpozure 10 wood tlusl,known SHEET # dellectlon is inctan(aneoua. to t�e State of Calibmia to ceuse cancer. File:C.�Program Filas(x88)\LP1Wood-E Desipn�20152\WOODE.SPX RECEi�"�� //�/ tam} � y owned (/�,. . home g � oW � �pp1[ �- RO�o _ � _ _ _ _ Jt1� �� 016 � � � � PENT , __ ___ __ __ , � AI� E , C R , ' C�T1( OFORi�N� � ANDSCAPE, INC. ,�' , _ ,�-� � � ' � �i � i V � �� ,' �Q � � � ;' � � - _ _ � �� , �� __ _ ---- _ __--__ _., � � � �� Legend � , i � Q � �� ' m JF� Common Name _________Q , � i i �� Q �g �G� ii i _.__�_ .�_�_,____ __�_._ � � � �� _ � � Flower, Grass � , '�� 5� ' - - - - ; ' :��'� Blue Sedge 5� � � � � -s-� � � � . �� ,�� ', Flower, Perennial j � � i ,� � ,�� I ;��:� Astilbe, Fanal 8� / � � ' � ' ; � � � � Coneflower, Purple 3, �� ,'� i �`�: Coralbelis, Obsidian 6 ; � �/ i '� �� ' ' � Daylily, 'Happy Returns' 3 j � ; � � � , I��-� Goatsbeard 3 � � \� WETLAND � so i �, ; � Hosta, August Moon 5 � � � �tone Edging <. a�; ! i 3 � Hosta, Blue Angel 5; ; ;� �� `, �5" River Rock ��''��x--. ��r� '� �� :�: Perovskia, Russian Sage 2� �� ' �� ,' ; � �� Rudbeckia, Goldsturm 2 � �' �� , � ' � SOd �d � _ � �� , � �, ��, � _ � �� Salvia May Night 3� � � \` � ` � � �, �.5" Riv Rock� � � �',��:,�%�� Shrub, Deciduous � � �.� , � Stone ging -�--- - �� ,�` �� Barberry, Crimson Pygmy 31 �� , � � � , - �, ,,�� Residence � � , , , ; b�- Cocoa Mulch < �p,� Hydrangea, Endless Summer 4� �� ' �_ �, � �� , �,�� ',, � Lilac, Dwarf Korean Shrub 3� � Septic Site B � �� _ _- � � �,1,\ �, - - - — / � s��P {�o°=° , � Ninebark, Summer Wine 3 i � � ,� �' i�� ;b�, � � Spirea, Gold Mound 5 �, '�� -, - '� � �� •��y�� ; � ;� Sumac, Cutleaf Tiger Eye 3; Weigela, Red Prince 3! � � � �� Se tic Site A � � - � S� , ,,',, �, ; Weigela, Wine and Rose 3� �� '� �� '� p � _�'� `� Shrub, Evergreen Broadleaf � � i� �� . �. � =,,�� PJM Rhododendron 1 � �� ;�, i �� ' � �� , • • � �•� � '�Cocoa Mul h �� Yew, Tauton 6 � � , � 1___=� �. , �, s � . •,� . Shrub, Evergreen Conifer ' , ' ��• �` '�� • � • ' • ;�� Juniper, Sea Green 3 1 � �� ' ' ' � ' '• � �i Spruce , Globe Blue 2 _ __ � � � - -- -- - - - - - - - -- - - - - - - - -�"„��„��_ f - .�'. Tree, Deciduous _ - - - - - - - . ,.,- ' __ -- - r - - - - - - - - - -- ° * Crabapple, Prairie Fire 1 � - -- ' ORONO COP ... , -' , -- � :_Linden, American Sentry____�2 , � �� -� CityOfOrono MTCARPENTER.COM � � Planning&Zoning Plan ReviPw - (((yyy�� M.T.Carpenter Landscape,Inc.owns all copyrights to this i� �� 7�. �. �� Plan.Unauthorized use or duplication of the plan is a ,� � Site Plan Review Date: � violation of Federal Lews and may result in punitive �. � �- damages.The one-time-right to build this Plan does not � .� � extend to others or beyond the origioal purchaser of this �� / , Jp f1PPROVED Plan.M.T.Carpenter landscape,Inc.is not liable for the __ �� / � �p APPROVED WITH �:EVISIG"�S (seE notes) tollowing:exactness,measurements,zoning covenants, __ � and assembty integrity. -- '� ❑DENtED _ —— � Revision# LazMuape Plan: Staff: oace �rzszo�s 100 Bayside Trail ' Scale�. Lantlscape Design by: Austen P,dnaere , =ao MT Carpenter Landscape Inc ?�lc�•00�9�0 -N�rv 1�� I)/:.ti(�It1Y111)�llk PNI)Yk,N'1 V'.\I�.N\'k Ylil I��I.ItI�,.A I_1i1Y111>F.\11-,�I)tl\�)�u.A i�« 4 ��tI.�J�I.�i h.-..t.11.nik�{��t. � �I ��..n,� � I .Si�r\Adre...lini f)nv.id.fruiL i�i.�iin_�i�iiin...�i�.�;.'� _. 41aM/o�eln/�ir acbo:l!i �.yx� �pprvi �.li:ii/_��i..\i .i�l.lhrl-�v� wl�l�ru.�tl�x.l�l�i �..oll•'. �I:.i �.li..iil„� iliwW�iib�'I�.r:��ray.d.nl��.1..'��anl' �ti.��. I N�nv�.h..�rc�l�cu�n�rh tl � I�.i��in.y... inil.1,�. n eriu.pr��.�i�te��n�ini I I�K 1 It I �� H I III � I�t.'.' 1 �'I 1 � r- h<�t>��ik�a l I�I�wni l 'N N C v l N LStI'll_SI��ITi.�«�I�i��l'4 . .�• ��•� •'I." �'��.' /1�I i • T T L LJ rk'r P . Pi.mni. �4'ixu`'. /l��\ n (�\l� �� `\ � I t Parcel,\r�aln(nrmn� (�...A 15 NN�.1 1Jf.. I J�� i��J� !�-� ,� � ' i � �� - w n, aoi v_r_ oe 3 2_ �.�� ,�/�. /(\� ,��J \r. v 1� u �2 i �i�.. i u. :. �1�\ � y / A ftench l:ll �� h�: 1 \1\In1Tl'rJ � 1 \ ir kl�(�1 1 hha. � � �'.IMII I 1 1:.\\'t).', %nnin�lefurma�bn�.11c.vrt�i! �n6torihc�M1juv��r�rv��icN12-III1l>>�I��n�lyN��J��iill i.�ilrcrih..��i.�.(lkm . �.i.�J.�w1Ala�li `�II1.The..��hui'A.hci�hl,aod Il�trt.{mci nrv n+ln<ii��n�lirt Uid n�n��ia�I.�.i�n:�ii�:n.�cr.�i�Fi.iin..l t�i�n the cii��t�h��w(,n�n�f.x��Ix�iin�..M1.ii,un ih�,l.��.,t '99•" ' ` N00°13�30��W 458J6 n�xnm�ain��kw�.�,r'on�»„ . ,�,�� = i � - - - -„e . . r,��,.Ls__ ..s.m�t,-r.�csora,iK�..�,��i,.�n , ,�" '�:`- ..,�,,, �� x.ioia.. � ` � . H�ar�..4lfc�i i i \ / ` ,-- . 1 f ll i' .e � _,-- �� / I , -______ _-. -- __ ri.�,.��a.•in��m.��.� i . .r n.n� �� yo-� n.,�:��.�dw�,��n� � .��c iaM � r. n ��n-�a,�y 'I� ��.� . �� ' - .r1 � ��inniordiJJ�au .IV��I�A�oi- Nc��c�nim.�h��ar��ninkliyturiknM1�a�ne� �ilx./�n�re.\I .I��lurtor Ici'urr�1 i.ne��+h�h. J • � '� ..••�•Y i � .. I � , =35� �� . � � � ,k� � ` �� ` � z , / ,�---- -s3'�r- �/� �.-J ' �sb9.� W� II / ,%�� 5��'l / ,� F till� N I .1 h I ��- f I i . Jp fw �b h � �J IY Ih � hwJ � J .I.. . Iw� Kh 1... i � _ /l!,\ .3;.v / rn � �� _ � �'�_ ��.��x� .. . il.. M1 I... rl J M e�� ) (--II- hi. �y.ih _ _ Iw �H. 1 I .� h �v\\ �� l /^L l�l� //l �/3� ' ,JeS.G m� ,��/ - v 1Al EPjEMt�,t j� // �aO `��, 'S _'-�' �.SY`• i„i.IvJpinS�ohti'i'm(r1.1.Jby„4Tt:i�ilctrL�n�lx�5�i'NXNI` .nwA.s�l:x�in rc�.rth�i �� Lt.In��iMFinb) �a�iy�iiiAM1yl�w��i�m��. </ {`� / / f Jf ``� - I pn � / W / PPit 'S 6� 0 ' r / ! . � � � T � ��%� " '�'P .' //' y � � � � , � �� , , __ -_;;; ,� � .7_ ,6�6 -� -,F, R�CEIIFE� � � / � /� �� .sse.a � � tS �-.- c..�..5c�, � / / ( I� i .559.'_ / ' '- // / _ _ I �/ J6 6 � .. --- / O£; . 0.0� /��t 0' ' I 1 �l/ l/l � N / i � f �,-T � � i " // '� j I I Ilartl p (''� � � � i � li / � l � �20 I �\ � 96C'-/�y\ '�// �-'"- � �M F I)nu \ \ I.bl1 W I�i I 1 V�:' f/�1(�'A1/n` � �/� / / � ��p I � � � � � -"__ � \. r�'y.� _ _-' / =-95a.8 �96 8 o m, � ��ea J� �� (N 1 V i / �95�`.*, �/ � � � ( 1 � � ��__ao --� �� i/ �- � � �� u �ess�v i � � ,' ' � � � � � '� l-�� \� 3eoe. �� ' �.i ��_- �- V _ _q6h Toml� Im � �e ,wiv�F� rye , �� A VJ ' I I � I � //� / � 5E]5 y' T. � Toul(' y ,.). ��1 A tl �, l� �I .� � I + . y i i ,3E0.8 �(� //� __ 96__ --�- I.. M �'�6E.9 � O 1\O p �� I I I � � � � � . .�CSG � ✓96�e � � 36i.}. �/ S f 9683 , ie.8' _ 1-+ (O h? De�1 p IPI�D 1 N(1 �� f � J I � � I I I �\ I ,\` '1 � \ 20� J i ��" � / .e0 '�f _ ' � iv� Pni� II h FIF Eill...ai�wi � i. I � I i ` � *'361.2 `S / ��/ H _ 1± � � �� I �' ' � I I I.35�.6 �� /�� \ \ 4;� '/� �i '�~l PmV dhl ! 1 % N � : I I I I I ' � \ .\ ' �a�/ +' 9 '� .,9�9 e oR d r.. �I � � �� a I � � � 1 � � i_�ao�-- i . � , � ��j;� � � t - �� _ ��z � � � � Pra�+p.N L \�?y� f 14.��x d� I \� ' �'�I I � 1 �/\�� /� �I � ' I � � \ ,. � 1L'�l'� 961.� \ ..9E1 E /� / . � .� - �r�p d Il �4� ., � � � � � I � _l 1 � � �. / � _ I �ed � � ` J'�g � r��p�.cat��.�F��.�ri� �r�� v1 . � � � i � I � � � � .�sso�� , A �, �� i_.+cea '� . 9 8 io , � � � ys�� . � ,� � �� , � � , � �� i�� ' � � �o� �ye< 96�v� '� _ � , �:� _ - o "' _ _ orr„��i �. � y,`-�� , � � j� .a�s ,� � � . � 3eas� �n� .�'� A�_ .� -`- e-�aP. � ��.,s .��' ,r„ .. � r,, � , � 1 y7 ,� �`: �. � � \ ., � , -, � - � 6,� �-- - � 3 s �o`� � - - ., , � i \ , � ��'��,�ec� � � i � � � � � R� (.'l�° 7 V � l�� ` o � _��, � � Y �� i �e�� a �� _ _ _ � � I i � � � � I � � \ •� �,(� �,'(� � �� _3 f � + 1 `�P�� `��. �� _. i � I � ' I '� �i I al@elJ� \ \ \ ,'-\"A\� � '_,sb58 ,m ��Ja7. � / -1� l ,�a� �1 l �` ' 4e - �C{o . � � .� i � � V \ � �a�se � %�� ' � -?� � w. �� -' .s � I F �. �� y � � '�,�-� `-��1..� - __ , l � . '� � � � � � ��. " �� _- -'�- b�`� � `'�� c , , � � -W63F- X�' __ -6 9 Y .. 2 `�'�L�u � / � 1 �{' ' I � � II � I I \ � \ �O� r 966.]�\ ' �� , C�P 11�-� d 1� . � ` �l',�, y��_ . �� \ � `�` -� P.9'� oqy CP 9 „ � /r a .a.i-� {�Y�. � Y �.a� � � � � � � �'� � �� Oes� �� _ --- � E P` ��aa;3 �' - .� . , , cc� _ � �� ; ;" ' I � � � � � �e � , � , �.,, �-�czu-� , � ,y�a� � ` >.5u.i . � � � � � V � . 5�, � � � ��-' ' �vJ% �� ,� , / / I ' II� � i� I � � \ .p01.] �\ � .9�6.] \\ `/\\\ �9Jp,_ �^,-Q� �.� �� j _. :/1�1 Q 9 S I � ' _ 98� . � I \ � � � �F 1 ' _ "z_ _ � ��i i � � � � � � � _\ �, ��,___ '97d___\�; �_;�. � .?,:_.g7_--�6 � C�� _i 1 '9,�� ,, , pa e ,- , , 1 _ , Y . � � I i I 1 � � � I(1[ 1� .9)89�-� _9�V�� 1 / _ t. ._ J_T � � � / r i \ � � \ ` _ �'_9�6-_ � ` ��_ -��\N _ -__- _ � I � f I = 3^ �\ � \ i � \ \ , \ \ __� � �l nT�� "�j� �\ , � • •_.-5 � ' i �, _a _ �'_ _ .._ � ` , , � _- __ � ' � � --- ri I � ,� � � �___ ' _ - -- � . - - - -- _ - - . i �:� n'i�� '�'��54°`��25,�� ,�� ,, �� . ,�,�a.o 1 � ' -':i-. � �.9as9 �� so-----_ � �,e.. �i ��Fa_ _ - ��e.� „-r�+yw?'... .�'�6�� q"`N . a- __ � ' � \ , � r"1 � � o� e„�. � � � � � �yaz-� y _ - - 00 45 ' ' �5\ , ' � � 2, �22 � � - ,- o s�� , -- -- --- : - __ _ � � _. ,. R 4 '. „Z � ; ; '�-es3.s� � A �s8q_-- �. ,,,. _� � � .a.e �.;ny -t�-- --� `L�� j g��'� � - .5-- � � � ��` � � � �• -�. � � _-.-.- �_�., '_�-- ��_ �vien� -�=��i� - -�� 0 F„� �' ..., ., --�� ..'-.•,,,,.-✓ .:: �" � � \ Nfll-48�4�'J�&S63 -y�-��'25'0 A�- � 4� �� e �� _ � . ��yr- �h 5�j � A� y ,:, � ,o P , _ -- � { --_ �_ 8�� R�� !�A .�� i � � �„ � � � �-- � � I ,� :� � ig„ 1 c Y � 6 � _ � . _ , - 1 \ - - �s � d � � � -BAYSI R �' r . ., _.____- � � � \ -� . . ��e �k` . �S '�� / i '� T� � �s < / �V �_ Y .�� . _� '\ � , . _A9.... �\ �� .:�_� ... �:;0 � , � �'. ,,,------� .ee9.. � b $ � ` ,aea.a � ' .c°' � . Y -�\53 �cj�-- -_�_- J --- __- � r J� \� DATE TIME CITY OF RONO CALLED IN INSPECTION NOTICE /_ SCHEDULED � - ��1 PERMIT NO. ' ' IG COMPLEfED ADDRESS C C�- S� �- _� - OWNER TELEPHONE NO. �2 � ��' '`� CONTRACTOR /'/ �'�-.' -� �G�-c/ c�Y�'1�.� � DESCRIPTION ��7-f/�� /��.e�� {�i� 4�/�FOpTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �!�❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ E IC INSTALL 2 OWNERICONTMCTOR TO MEET YOU: YES_NO y COMMENTS: � ��/Q� �� r O� j ��C. � b �-- � �. - �� /�•� - �w -f- � S. 0 � W � (S� 7� .�o�� Q � � .��'�Ci'lG� ►'►'14.5 L` �� -��dilG�f�� /''� D t r �-' � S�ak�c�— �"e�..=� � ✓� rte�� J H f� . K SATISFACT RY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT NfORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWRHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Catl for the next inspection 24 hours in advance. (g52) 249-4600 OwnedContractor on site: Inspector: h'' White Copyllnapector's Ffle Canary CopylSite Notice � � '� ✓ �' � � DATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTICE 0,.,7�,� SCHEDULED PERMIT NO. �"L.I�- �% COMPLETED ADDRESS I C�7 �j r�J� i.� I � I � OWNER TELEPHONE NO.�� Z ��r--��I,33 � CONTRACTOR �l � ��-��'►�S � DESCRIPTION I I � � `� �C� J ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE $,EPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: � W � ��i G�� —�- /�YI ��G�( �OS� ,prov�t�� o _ , � ►'rll��I,f�q�,�.� c��5�o`�- c a n t�oL ° �hr��i� �n5�. W � Q � 2 W � W � J d W� �RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT VYORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECTVYORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�� OwnerlContractor on site: Inspector.�-- h-- Whlts Copyllnspector's File Canary CopylSits Notke L-6' � i � , � DATE TIME TY dF ORONO ` CALLED IN INSWCCTION NOTI SCHEDULED PERMIT NO. >�� c,�PLETED ADDRESS �' 7 `�� ' " � �� OWNER TELEP ONE NO. n� �7C��" .�� CONTRACTOR ��-�� "� � DESCRIPTION �G�fi��'�7�� I�L��[�!��!LCX��j lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y�EpUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ S.F�PTIC INSTALL �, Q OWNERICONTRACTOR TO MEET YOU: •�� YES�NO y COMMENTS: �---C!� � �c� ��/S �� iv�� I � a �-� �� r�D, y� �',�.:�1/-�;��r/%Z[= � , � ��u�t<�a�fLOv� C't �� "v�'c i 0 � (' � 1'04;��a," 1,J�Cvd�'d�r KS . /�tS�r� '� W ,/ � K /�Cf�i� -j' �� — ��_ Q � Z _ . � �COn� /a��a✓ � �/G� r�e la��.�,t �(�� w �ro r /�. s�G/� as bc�,�-�:</,K� - � � W ❑YVORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � �CARRECT WORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CARRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. +-'' � White CopyAnspector's File Canary CopylSite Notke �� - ✓ 9 DA TIME CITY OF RONO CALLED IN / � � INSPECTION N�JTIC SCHEDULED —' � PERMR NO. ��I `�� MPLETED ADDRESS �� OWNER TEL NE NO.�� :� � 'ZZf'2' CONTRACTOR � • � DESCRIPTION � LL�?-�-� ' " � � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � �POURED WALL ❑ PLUMBING RI ❑ EXCAV/C�RADING/FILLING Q�� FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTiiACTOR TO MEET YOU:_YES_NO v�, COMMENTS: a� — � re��'' D�� B�t. �o�rc� .�,(��l - � J O �L � • � 171C1°�l�r�G�� G �r��as �,J�� /o4L_j 0 W � Q a /S� ��`� W � W � � J 4dt ATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑CORRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (g52) 249-4600 OwnerfContractor on site: Inspector.' � � White Copyllnspector'a Flle Canary CopylSite Notice n � I � � ��, v DATE TIME CITY OF ORONO CALLED IN �/ INSPECTION C D�^� SCHEDULED �` PERMR NO. `y COMPLETED ADDRESS � � � /">�.t/Sl� '7� - OWNER TELEPHONE N .��7�5�� CONTRACTOR j � DESCRIPTION � ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ PTIC INSTALL 2 OMfNERICONTRACTOR TO MEEi VWI: YES_MO y COMMENT'� � � � �( ��,1�, 6r� r a L k. �be.�' — o �.Se-a.w��e /�y,f/c�Q-' le�/�e�r��on5 Q�e �� ' �� c+�D h, �3" �7 G ✓G vt'�c�C.� D v� O 1� .�u..+t0 � ° b45K��s W � Q zO� �'r NGc�tu-� � w � j ��-YIpRKSATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT W'ORK a PROCEED ❑ISSUE CERTIFICATE OF OCCUPMNCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p p f{pT0 TAKEN INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.CAII INSPECTOFi �GTATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS. Csll for the next inspection 24 hours in advance. (952) 249-4600 OMmerlContractor on site: Inspector. � �'"" �' wn�a covrn�.v��ors Fi� C�n�ry CoprlSib Notiee �-� ��-- �_� DATE TIME V CITY OF ORONO CALLED IN !�f� � Z. � INSPECTION �ICE �n � SCHEDULED PERM�T NO. �� OMPLETED ADDRESS l� � OWNER T PH E N0.��2'7��—�� CONTRACTOR <« � DESCRIPTION 4� ❑ FOOTING ❑ DEM -FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINQ �O ❑�OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z 'j�CADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q�❑ FRAMING ❑ MECHANICALFINAL ❑ RATEDWALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICOIfTMCTOR TO MEET YWl:_YES_NO y COMMENT'� 4 d�4 D r� ✓�� P� � o � ��sK �s b � ✓e,�te�Z �u,� a� �' � �.c,h. �cs r,•�.o �I a�.c�C� '� — � P � ' s�kr►'��-,�s�Jc�Z. �eileti�E�lo:cs Sc�lcaQ Q d�C -d-- L�� W W � 3 � `�C�C�SATISFACTORY:PROCEED ❑PROJECT COMPLEfE ��❑CORRECT WORK b PROCEED �ISSUE CERTIFICATE OF OCCUPIINCY O ❑OORRECT VMORK��R REiNSPECTION TEMPORARY V BEFORECONERIN� PER�AANENT O CORRECT UNSAFE CONDITION WITHIN HWRS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑3TOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. cen ro�u��Xt r�t�«,za no��in a�a�. (952) 249-4600 ownertcoMractor on site: Inspector: �� '� '�'" wn�a covyn��wr.Fia c.n.ry co�rrsn.noac. � � s� � , � CITY OF ORONO CALLED IN ��_D�E/� TIME INSPECTION OTI E /� scHEDULED /2 —� ' �� •! ` PERMIT NO. �—�� i�COMPLETED � ADDRESS /U� 1�-�-_-G'�I'\ O'WNER LEPHONE N0��7�� CONTRACTOR � DESCRIPTION �-'�"`�` 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FiNAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT QFINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y�U:_YES_NO � COMMENTS: � IiU�/�S � ..6s� �� sw�• G � 1/, oI'"�wt� - 5 / �� '' {� ��a F' . P• � �� ; -� �.;.,� - � ° � r�9. L . . G.�,�, � . �t.�- - O�e W ' � . �/�c. .�c - Q ` /�,(7 rrrr�s-� rvl�c �✓ '�r�w i /eo w� i;n. G..L. 'fif�� %�� - W / • � � Gd /� Ye✓ c �'t-s�D<<��.,� �t� �`r�-.�, roc�+-� W � IJ��lG�t P2t�� j W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � �RFiECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY W O �CbRRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERINO PERMANENT OCORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspectfon 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector: �/�'`'�'� VYAIts CoDYAnapactor's Flla C�nary CoPYISIt�Notlee �� DATE TIME � CITY OF ORONO cnLLED IN INSPECTION O ,CE� .�/- ' scHEouLED �.�Tb � PERMIT NO.. L ' COMPLEfED ---- ADDRESS � � ' OWNER TELE ONE O. � �� 77G� _� CONTRACTOR � �`�-� � �- � � • � � DESCRIPTION � ��1/�J 1�1��.L.{� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q �ERAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � v❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ S IC INSTALL Z OMINERICO�fTMCTOR TO M � ES_NO � COMMENT'S: �/��. � ^ /I` 2 3 � /6 4 j � /��rJ �. �✓'4 S S 5��1 S •_t--- �O n � ��.�iLG�rP�/ ✓`�� N� 5�✓'uG�4 r�tL ° �i��,•s .�— .h -- ��.�•2 s Q lo�-� I')2t� ��/ a`�o�_ ,1-1.�G�S /✓rnu<� z � l�J c tl��,,;> f a2. `� o•� 014�.—_n �� W � Q �CC �� U►i ll`G�`�'t��G�ild/1 - _-- J 4�j ❑WORK SATISFACTORY:PF�CEED ❑PROJECT COMPLETE � ❑CORRECT WORK 6 PROCEED �ISSUE CERTIFlCATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECTUNSAFECONDITION WRHIN HOURS. p pryOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED �I SPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca8 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlCorttractor on site: Inspector: � '`^� WMte CuPYAnspector"s FII� C�nary Copr/Sib NoUee �� - � ` ) - qT'€�� TIME V CfTY OF ONO cnLLED IN � V INSPECTION O , CE �J�p scH�u�en 1 -�(� l �%� PERMIT NO. ' ` �� ° ` COMPLETED� _ � ADDRESS � � Zt�- t/�r�� OWNER ELEPH E NO. i 2-� (r l��-�3 CONTRACTOR y�� DESCRIPTION � ^ - " `� �y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATEHPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OMfNENCO1fTRACTOR M YWJ:_Y NO / y COMMENTS: C�� i C;%�tit:G-�� IC/�r� �I''��IhLC � � �� ' t�,� �� '�Ci � c�t t � � ,. S ' �y °C - C ��.ti�-�. ��- /�� /� �.-� 1 ` o -e�c�-�-� < < _ �. � � � �<<1 .n.` �-- �i.� �" .� � . -�- C� � — ��:— T✓�.�� --Cs" J�,� �/��t c r: �'l W � � � �� Q � L! Lt L'iL� a v/ cj G� .1 .� C� � _ �i ` /(,., 1 1 � l C/ �„l / ( �-' ,��_ // utf: �- -L�_I ).-�l C�L�C�:.-✓l� � v r 1 �rL .[t �j,� � 7(,�r pl..— Jw �:'.,r►� N (� C � � �'.n d , ^ / f � ' � O WOFiK SATISFACTORY:PROCEED•-(,,.,Sc�r I-yL,,,r- ❑PROJECT COMPLETE t. �1,it s��;,�,,.� W ❑COHRECT WORK�PROCEED �s-��f��.,,�, ❑ISSUE CERTIFlCATE OF OCCUPANCY 0 O CORRECT WORK,CALL FOR REINS ECTION TEMPORARY V BEFORE COA/ERIN(i a�.��7 ,,.1��;��C pERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL RETURN ❑GTATION ISSUED ❑STOP ORDER POSTED.CALL INSPEC70R ❑INSPECTION RE�UIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advanoe. (952) 249-4600 OwneNContractor on site: Inspector: j� �'� wn��e covrn��or.Fi�. c.nary covrisia Nona (, - � DATE TIM CITY OF ORONO ALLED IN �/ INSPECTION NO ICE , � SCHEDULED k PERMIT NO. � � � ' COMPLETED ADDRESS r��(% �/.ti.c-�S/� //� • OWNER TELEPHONE NO. �(Cz��g�-3�� CONTRACTOR �� --�---�f�,�.h`�� `�� / � � � DESCRIPTION `�" ��'� � �� L l-� lV ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE [� SEPTIC INSTALL Z OWNERRI�COlfTRACTOR TO ME�YES_NO v�i COMMENTS: � "_"""' Q � � � � � � � � o - �; . .. � . '' " „�_� rC„/ - U o � �. � J ` � � W � Q 2 � �./L �.r � ' J .� � W � J W f WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ RRECT W'ORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUP/1NCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOWERIN(3 PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HWRS. O PHOTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl forthe next inspection 24 hours in advanoe. (952) 249-4g�� OwnerlContractor on s � InSpector: � y = Whlta CopyAnspector's Flls Gnary CoprlSlb Notiw � � DATE TIME CITY OF ORONO �ED IN l Z ' INSPECTION �1TI E HEDULED /Z-/Z-/,(� � PERMIT NO �/1 �� MPLETED ADDRESS � OWNER T HONE NO.�� `"7��-�� CONTRACTOR . � �� DESCRIPTION ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OYYNERICOIdTRACTOR TO MEET YOU:_YES_NO � COMMENTS: ��'� - �-�- ^ /�- � � �� 4 o �r�rrt� �i t o r j_ .L- �s -��'�c� oL � � ��,x, �6� r✓c — D,� — 0 W � Q � W � W � J W '6J�DEiK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT VMORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑OORRECT WORK,CALL FOR REINSPECTION TEMPOMRY V BEFORE CONERIN� PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pF{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Ca11 for the next�nspection 2a hours in advance. (952) 249-4600 OwnerlContractor on site: inspector: �� i �^ � White CopyAnspector's FII� Cm�ry Copyl8lb Notlw � �� .� DAT�C��IME � CITY OF OR /�� 7 I ALLED IN INSPECTION NO HEDULED � ' � " � PERMIT NO. �=�'l(�--C�-�k COMPLETED ADDRESS � � � ' I��FT��L� /�'. � OWNER TELEPHONE NO. �G `Z `— 7�7��.,� CONTRACTOR � � DESCRIPTION C - _ ly ❑ FOOTING EMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINO �O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ $E�'TIC INSTALL ? OWNFR�COI�fTRACTOR TO MEET YiOU:��YES_NO y COMMENTS: � W 4 j 1� 0 �. � <�'�C'� C� 0 W Q �� Z '. f � � � � -�l/' f _ d� �r � W � j W ❑YMORK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED SSUE C FICATE OF OCCUPI�NCY O ❑CORRECT WOHK,CALL FOR REINSPECTION ��TEMPOFiARY V BEFORE CdVERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR �GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRAN(3E ACCESS. CsH for the next inspectfon 24 hours in advanoe. (952) 249-48�0 OwnerlContra site: Inspector: ' wn�ee yn�.Peo�or.Fia Cm�ry CopylSit�Notie� I✓ �" i � . _.- � �-` ,, U�` DATE TIME CITY OF ORONO CALLED IN - 2 �� INSPECTION NOTICE scHE�u�E� -::1 5—/ 7 /l� C� PERMIT NO. c'�'-'i�'--/'�7�,� coMP�Ereo ADDRESS �OT�� ;� {/,f ` . �r' OWNER / LEP ONE NO. �Z—�� CONTRACTOR � �� '� �� DESCRIPTION �� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET Y�U:_YES_NO � COMMENTS: � - ��`,`fl /�e�� /a�/�r �n,� ��5� o ` v f','�� r � ,�- CLS� /l�C7c�' 1 �h.?�'GI V `r � ��,C�i�� /'v.,�'-�%7��Trp ° - l/��, �v �,-�� ,t-y,.�i',,m� ' ��r W � Q � 2 � w � j W ❑W��K SATISFACTORY:PFiOCEED ❑PFiOJECT COMIPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CEFiTIFICATE OF OCCUWINCY 0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERINO PERMANENT O CORRECT UNSAFE CONOITION WRHIN HWRS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Csil tor the next inspectfon 24 hours in advanoe. (952) 249-4600 Owne ctor site: ��c-� Inspector: .�'��'��' White CopyAnapacM►'s Fila Gnary CopylSN�Notke Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: October 4, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit #2016-00796 pertaining to 100 Bayside Trail is complete. Please refund $10,000 to the property owner, Randall Nord. Check payable to: Randall Nord PO Box 429 Maple Plain, MN 55359 HOLD CHECK AND GIVE TO CHRISTINE MATTSON w:\street files\bayside trail\100\escrow refund form 2016-00796.docx CITY OF ORONO 1 1,' I I 11-1 11111 2750 KELLEY PARKWAY * 2 PJ 1 - 0 0 DATE ISSUED: 04/17/2017 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 SCANNED ADDRESS : 100 BAYSIDE TR PIN : 06-117-23-22-0026 LEGAL DESC : BAYVIEW FARMS 2ND ADDN : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT 2016-00796 FOR A TEMPORARY CERTIFICATE OF OCCUPANCY PAID FOR BY RANDALL NORD. APPLICANT ESCROW FEE-BUILDING 7,500.00 TOTAL 7,500.00 NORD,RANDAL&LINDA Payment(s) P.O.BOX 429 CHECK 5204 7,500.00 MAPLE PLAIN,MN 55359- OWNER NORD,RANDAL&LINDA P.O.BOX 429 ' / „ b MAPLE PLAIN,MN 55359- A-U + O Ay i.s �Q.f, ,c `� propf ' AGREEMENT AND SWORN STATEMENT CA 44\51-'��, n The work for which this permit is issued shall be performed according to 1V`4 `1 the approved plans and specifications,applicable City approvals,and the 5j �� ,/`•/�/�� State Building Code. This permit is for only the work described and does /vIr`(�CdJ4_�r oPro V (flJJt 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 SCANNED ESCROW AGREEMENT AGREEMENT made this 11 dayof i 1 A p 2 L , 20 , by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and RandailNord ("Owner(s)"). RECITALS A. The undersigned is/are the Owner(s)of the Subject Property and hereby agrees to and consent to the terms and conditions of this Escrow Agreement. B. Owner has: (check one) o Filed a zoning application # ▪ Filed an application for a Building#2016-00796 o Agreed to comply with Orono City Code Section 78-1432 regarding accessory structures. o Filed an Individual Sewer Treatment System (ISTS) permit application. o Requested to do work within public Right-of-Way a Filed a request for a Temporary Certificate of Occupancy o Other ("Application") on land situated in the City and located at 100 Bayside Trail (the "Subject Property"); and C. The City is willing to review or monitor the Application only if the Owner agrees to reimburse the City for the actual costs expended by the City on behalf of, or on account of, the Owner. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT REQUIRED. Contemporaneously with the execution of this Escrow Agreement, the Owner shall deposit $10,000 ("Escrow") with the City necessary to secure coverage of the total costs associated with review, approval, and monitoring of the Application. Any Escrow shall be held in a special escrow account and shall be credited to the Owner. 2. PURPOSE OF ESCROW. • Zoning. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City in reviewing and approving the Application and all other city staff administrative and consultant services performed in the processing of said review and approval. • Building/Zoning. The purpose of the escrow is to guarantee completion of the site plan as approved and the provision of the as-built survey as required by the Building official. • Accessory Structure. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not limited to staff time, at the rates established by the City Administrator, engineering and legal consultant expenses incurred by the City in removing an accessory building if the Owner fails to perform the obligations in Orono City Code Section 78-1432 and all other City staff administrative and consultant services performed in removing the accessory building, including land stabilization. ■ ISTS. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of • that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City if Owner for any reason is unable or unwilling to honor the requirements of Chapter 58 of the Orono City Code, and all other city staff administrative and consultant services performed in relating to the Application. The City may also reimburse itself for all engineering and legal expenses associated with the construction, removal, alteration, or repair of the ISTS if the Owner fails to do so. • Temporary Certificate of Occupancy. The purpose of the Escrow is to guarantee completion of exterior improvements (driveway, grass, etc.) that cannot be accomplished due to weather conditions. January 2017 1 SCANNED 3. MONTHLY BILLING. The City will monthly forward to the Owner a statement and bill for the expenditures incurred by the City for staff and consultant services. Such statements shall be due and payable within 15 days for receipt by the Owner. No statement will be sent if there are no expenses incurred in the period since the most recent statement. The City shall itemize all time, services, and materials billed to any Owner and said time, services, and materials shall be in accordance with the rules, regulations, and fees as promulgated and adopted by the City Council. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event the Owner does not make payment the City as required under paragraph 3, the City may draw from the Escrow without further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall periodically notify the Owner of the draws the City has made and the nature of the expense for which the reimbursement is being made. 5. REIMBURSEMENT OF ESCROW. The Owner shall reimburse the Escrow fund for any deficits caused if the amount actually expended by, or billed to, the City exceeds the escrow fund balance. 6. RIGHT OF ENTRY. • • Zoning. This section is not applicable. • Building. This section is not applicable. • Accessory Structure. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to remove the accessory building(s) should the Owner not complete the removal obligations in Orono City Code Section 78-1432. • ISTS. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to perform all work and inspections deemed appropriate by the City in conjunction with replacement of the septic system, including but not limited to constructing or completing any and all of the agreed upon improvements should the Owner not complete those improvements by the date agreed upon. • Temporary Certificate of Occupancy. This section is not applicable. 7. NO INTEREST PAID. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the Escrow account. 8. CLOSING ESCROW. When the review has been completed or the project has been completed, the balance of the Escrow, if any, shall be returned to (check one): Owner ❑ Applicant o Other Name: tZAJ t7A L L R 1VC4 k.t7 Street Address/PO Box: PO Bax r{&'f City/State/ZIP: /1VLE PLAIN , AIN 55357 —Dyad 9. CERTIFIED UNPAID CHARGES. If the Application is abandoned by Owner, 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. IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the day and year first above written. CITY OF ORONO: OWNER(s): BY: AAA i 40BY: 1011 ►! `.`. �i .+ i,: (� 2o1--) January 2017 2 LINDA M NORD,TRUSTEE OR 1209 RANDALL R NORD,TRUSTbh FOR THE 75-1891919 5204 LINDA M NORD REVOCABLE TRUST 4420 HARBOR LN.N1 ",.,., ,. DATE P7 Aft Z°I - 4Z thieli PLYMOUTH MN 55446 PA Li NI 4V ) C A ...10:,,,??,,t._.,. <i) IL'P itio t 0 fr-- Of te) ,,,,, ,,,-.,;. r''',, ! 11%ORDER 01. ' i..,14i,ttif':' _ •:''):#1,:...*& I $ "7 5(X ' .041 n an'-A,:j7:i't,ikl! -1 4— i _ DOL L ARS el = 122 0 D v ,n 0 ,2tE4214(‘J ,,,sicit OfLON° (Aieiymo.„,,UN 789-2254888 C-S 4..4.0 LC/ .. -, _A_ Lfiv)..„. .,-...- D MEMO — SCANNED 1..-7 torv „c- . e t( Alo4 0 -v 1 A c277, (OGU Aiee{t) L:P.Lk ( buf-l-i- (_ "°t-• A L $ ca i o c 4 d'A ik6/4 se—?6/iLYit—c. ( J iici 2 SCANNED City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.017933 Apr 17, 2017 Randall Nord Previous Balance: .00 Permits 2017-00374 - 100 Bayside 7,500.00 Tr - Temp C.O. 101-22205 Deferred Rev-Developer Deposit Total: 7,500.00 Check Check No: 5204 7,500.00 Payor: Randall Nord Total Applied: 7,500.00 Change Tendered: .00 04/17/2017 04:28PM Christine Mattson SCANNED From: RRN <rnord@milwroad.org> Sent: Wednesday, April 19, 2017 8:51 AM To: Christine Mattson Cc: 'Rick Vogelgesang' Subject: 100 Bayside Trail/#2016-00796/Signed Escrow Agmt Attachments: 100 BaysideTrl Nord EscrowAgmt 19Apr2017.pdf Christine, Attached please find a signed and scanned copy of the subject escrow agreement for my new home at 100 Bayside Trail. I have attached a 3rd page with the copy of the check I left at your office on April 17, 2017 for the balance due of $7.5K towards the$10K escrow fund. After a representative for the city signs the agreement, please send me a final copy. My builder(West Bay Homes/Rick Vogelgesang) paid the first payment of$2.5K earlier which I have reimbursed him for so when the escrow agreement is satisfied, the entire $10K should come back to me at PO Box 429, Maple Plain, MN 55359-0429 as noted on the agreement(which is my mailing address for this home in Orono—please make sure the city mailing list has this PO box listed for me and NOT the street address). I have copied my builder on this e-mail so he is aware that the escrow fund has been fully funded. I also assume he has the TCO and will sign and return it to you. Thank you, Randall Nord 763-559-0348 From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent: Tuesday, April 18, 2017 4:27 PM To: 'rnord@milwroad.org' Subject: 100 Bayside Trail / #2016-00796 Randall, Attached is a copy of the Escrow Agreement for the Temporary Certificate of Occupancy. Please sign and return. The City will hold the$10,000 until all exterior improvements (grading, patios, etc.) have been completed and vegetation established. Once an as-built survey has been submitted and approved we will refund the escrow money. The Temporary Certificate of Occupancy (TCO) document has been prepared. You or your builder need to sign TCO. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono J MN I 55356 (physical address) PO Box 66 Crystal Bay I MN ( 55323-0066 (mailing address) 2° 952.249.4620 { 8 952.249.4616 cmattson@ci.orono.mn.us i siL" www.ci.orono.mn.us 1 Office Hours: Monday- Friday 8 am to 4:30 pm oCANNED PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29, 2017(Memorial Day) 2 BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# (.50/(no 7 AGREEMENT made this t day of , 20 ((_, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and \, >Jat ("Owners"). Recitals 1. A building permit application has been filed for -Z‘4-3 1\131 located at 00 �t1�5 f ►(l.p.r&. ( J s , ! • 53-55-1 the ("Subject Property"), legally described as L L we �► �t R_'► jv\E A Oo s 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit #70I(c-DO 7laif 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. 6. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORO 0 O Its: •wtwlAG(4,1 ) DevI6 o�vfAevst 6t144/ internal Use Only: 1 Original to Finance Department 0 Copy to Street File Packet Last Updated: August 2015 Page 23 1059 75-7124/2912 I � WEST BAY HOMES CORPORATION aI 10425 BLUFF RD III EDEN PRAIRIE MN 55347-5009 —1_r‘.--t �`� I i Date $ ' J� Pay to the C �.,-"'— � >:� C7 t I Order of %.%1__---------- Dollars d ki. 41 RiverWoi�T .6,51-5120 - —,..........--BA ' '-BA 1 V K riverwoodbank.com r .�; ' _ ' r'''' tir + M It £ 1 il 1 �1 01 _ 2 `5';'s iY T-rz/ , 4 '5s 4 . c.F 1 st a 4'`. -f Orono ;elley Parkway 952-249-4600 ':- : '''4--,..-...`. ". ` MN 55356 No: 3.015928 Jul 11, 2016 ` West Bay Homes Corp n2,500.00 2016-00798 ningand 100Zoningside Ti Bay 101-22205 Rev Developer Deposit Total:Deferred 2,500.00 Check 2,500.00 Check No: 1059 Payor: West Bay Homes Corp 2,500.00 Total Applied: Change Tendered: .00 07/11/2016 10:18AM CITY OF ORONO HI I 11 11 1,1 * 20 1 6 - 0079 8 2750 KELLEY PARKWAY DATE ISSUED: 07/11/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 100 BAYSIDE TR PIN : 06-117-23-22-0026 LEGAL DESC : BAYVIEW FARMS 2ND ADDN : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2016-00796-PAID BY:WEST BAY HOMES CORP.-$2,500.00-PD CK APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 WEST BAY HOMES CORP. Payment(s) 10425 BLUFF RD CHECK 1059 2,500.00 EDEN PRAIRIE,MN 55347- (612)770-6433 OWNER NORD,RANDAL 4420 HARBOR LA PLYMOUTH,MN 55441- 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' �'ermitee Signature Date gn Issued By Signature Date Christine Mattson From: RRN <rnord@milwroad.org> Sent: Tuesday, October 03, 2017 11:58 AM To: Christine Mattson Subject: Fwd: 100 Bayside Trail Asbuilt Survey Attachments: ASBUILT NORD - ORONO.pdf;ATT00001.htm; Orono Asbuilt Hardcover Worksheet.pdf; ATT00002.htm; image2.JPG;ATT00003.htm Christine, Attached find the as-built survey for my property as well as the hardcover calculation page from the surveyor. If I provide you with a full size print of the survey, does this then satisfy the city's requirements so you can release the$10K held in escrow? The house and all exterior work is now 100%complete. Ground cover is starting to grow on the septic mound and was just seeded on the other areas disturbed around it(see attached photo). As we discussed on the phone a few weeks ago,this would suffice to meet the established vegetation requirement due to the delays due to rain this summer and fall. Please get back to me on my questions on the survey and escrow funds above. Thank you, Randy Nord 763-559-0348 Mailing address: PO Box 429 Maple Plain, MN 55359-0429 Begin forwarded message: From: EJ Wirtz<eiwirtz@sathre.com> Date:October 3, 2017 at 8:38:45 AM CDT To: "rrn@usfamily.net"<rrn@usfamily.net> Cc: Dave Pemberton<pemberton@sathre.com> Subject: 100 Bayside Trail Asbuilt Randall- Attached is the asbuilt survey and hardcover sheet for 100 Bayside Trail. Let us know if you need anything else on this one. Thanks, E.J.Wirtz—Survey Technician Sathre-Bergquist, Inc. 150 South Broadway Wayzata, Mn. 55391 Ph:952-476-6000 1 Fx: 952-476-0104 The electronic data conveyed by SATHRE-BERGQUIST, INC. is sent for the recipient's reference only. This material is copyright protected. The recipient agrees, by his receipt of electronic information,to not alter the electronic data. The recipient agrees by his receipt of this data that the information contained in the transmission may be changed without notification of the recipient. This electronic information is not the certified version of a plan. Recipient agrees to hold SATHRE-BERGQUIST, INC. harmless from any and all claims. SATHRE- BERGQUIST, Inc. makes no representation or warranties, expressed or implied, with respect to the reuse of the data provided herewith, regardless of its format or the means of its transmission.There is no guarantee or representation to the user as to the accuracy,currency, suitability, or reliability of this data for any purpose.The user accepts the data "as is" and assumes all risks associated with its use. By acceptance of this data, the user agrees not to transmit this data or provide access to it or any part of it to another party unless the user shall include with the data a copy of this disclaimer.SATHRE- BERGQUIST, Inc. assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data. 2 nrQ City of Orono Hardcover Calculation Worksheet Property Address: 100 Bayside Trail o'esroo-� Prepared By: Sathre-Bergquist Date: October 2nd,2017 SB Job Number: 73730-001 Prepared by: EMW 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 Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A House Misc. 3,898 S.F. B Driveway Misc. 1,579 S.F. C Sidewalk Misc. 171 S.F. D Sidewalk Misc. 287 S.F. E Patio Misc. 431 S.F. F S.F. G S.F. H S.F. S.F. S.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 Existing Hardcover 6366 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Existing Hardcover[Subtract line(2)from line(1)] 6950 S.F. (4)Total Lot Area 162,909 S.F. Existing Hardcover Percentage[(3)+(4)] 4.27% This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. • s !i 4.: el 41;t i' ' ' t''''''' ,i .,. x, �; %NAt r t' - . , : filor .. , .,, ...4,..., , . , - - , , — •"�of f- r �• l R•� t` 4�. 4:4iA i , if. i^ .7 '+yam.. RRR .," '14 of q ti ' . ,,. jp-- ' ': ., J i : i if h a '' 4 .i -1':, .:;!'.' , -11 A ,,../' ... 1=:'`.„:-,-='... '. ,,,,,, ' -1* ' t� a ; x fit `� t'6+i', . i: ,,j + }r* 4 ir; i ,. it‘s-.„.:i. 4. 4,!N ,.,.".4" "05 4 i , 1 'fes .,ty i s s "c~ ! f � 'ii ,'+fit-= } . f' 4 : s �. r• •1 et + T 4,,,,,„,,,, ,,,.t .._. • t yy�, :. -. 1 ' .1 litt a , f Y..4 ,p ' 4.' :' . � p r .1 i,i t , 4 ,-*;:::- 16; '. r'''''.i.. 4,Lie '. . -.-- ' tt pry, ' 0 14,11 T. Y f 9, `w } r A v 6 7 ,. "� :l r 'fir° c . i