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Home My WebLink About2016-01501 - COO � CITY OF ORONO * 2 0 1 6 - 0 1 5 0 1 * � 2750 KELLEY PARKWAY DATE ISSUED: OU12/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 780 LAKEVIEW PKWY PIN : 06-117-23-43-0021 LEGAL DESC : LAKEVIEW OF ORONO : LOT 7 BLOCK 3 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 568,229.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,992.17 GONYEA HOMES PLAN REVIEW 644.96 1000 BOONE AVE N#400 STATE SURCHARGE(VALUATION) 284.11 GOLDEN VALLEY,MN 55427- TOTAL 4,921.24 (612)741-9069 Payment(s) Minnesota State License#:BUIL-2459 CHECK 13262 4,921.24 OWNER Gonyea Homes 780 LAKEVIEW PKWY MOLJND,MN 55364- 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 dces not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this rype 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 an ' e for due cause. � � l i ��i/7 AppLcant ermit ignature Date Iss Signature Date C�ty of Orono Z� � ' �c��lc�i� Permit �4 ficati�r� � � �� p� l far �Eew� �truct�res or Addit��ns Mailing Address: a�l�^D��D� A? � PO Box 66 Permit number: �O�vQ -� r,� ,� Crystal Bay, MN 55323-006uRECEIVE Date received: /p�-D%-/ � ��J � �� Street Address:' DEC O � ZO �eceived by: 2750 Kelle Parkwa (� � �' Y Y 4��I l� y�'�� 4�G� Orono, MN 55356 C�TM�F� Olan review fee: kfsxo Main: 952-249-4600 Total Fee: aG� -p/S Fax: 952-249-4616 wwvv.ci.oronc.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be retumed. (P/ease print) GENERAL INFOFZN�ATIOIV: Job Site Address: `�' �Q (,�:�� .�� F��-�� Will this be a Parade of Homes, Remodelers Showcase Home or other isplay Home? ❑ Yes No lf yes, a specia/event permit is required with Police Department and City Council approval 60 days prior fo the event. Shuttle bus service will be required un/ess applicant demonstrates sufficient on-site parking is availab/e. Non-permitted events will not be allowed. CONTRACTOR/APPL CANT INFORI�►I ATION: Name: �t� �u lf�' rti•-� 5 State License # � ,5 Expiration Date: Phone: (cell) (G f� --7 41' `��6`'� (office) Mailing Address: Cit : Z�p: Contact Person: t f�� Applicant is: n actoy/ Homeowner (Circle One) Email and/or Fax: �k; sef k ��v�Y�a Zc�,tic�; i o w� � ` PROPERTY OWNER INFORMATlON: Name: Phone (day): Address: City: ZIP• Email andbr Fax ARCHITECT/ENGINEER INFIORMATION: � � �� l Name: �-�%�� Phone (day): / Address: �� 9. �� ZIP: Email and/or Fax: � ��. �� ARCHITECT/ ENGINEER INFORMATION: Name: Phone(day): ��G �; �// Address: � � !�� ,�G"�� ZIP: Email and/or Fax: � �� PROJECT INFORMATION: Description of� ��(��'� �- 1.Type of Project 2. Prc 4.Sewage Disposal 8� ew Construction �, Water Suppfy ❑Addition y v � e attached garage U „��,. ❑Accessory Building ❑ Sin le Famil with ❑ Public Sewer ❑ Relocation 9 Y ❑ Office/Commercial detached garage ❑ Residence Septic ❑ Other:{specify) ❑ Multiple Family/Condo ❑ Retainin Wall s 9 ( ) (Compliance certificate ❑ Public 4-feet or greater may be required) *''Any earth movement may require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse ❑ Public Water Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) ❑ Other(SpeCify) 15320 Minnetonka Blvd;Minnetonka,MN 55345 rivate Well Phone: 952-471-0590 / Fax: 952-471-0682 www.m innehahacreek.or4 Estimated Construction Valuation (excluding land) $ � , � Packet Last Updated: January 2016 � Page 21 STRUCTURE INFORMATION: 1. Structure Dimensfons 1. Structure Dimensions(continued) � a. Length(ft.)= Number of bedrooms= L 2. Occupancy: � � r b.Width(ft.)= Number of garage stalls: � � 3. Occupant Load: Areas in square feet Attached= c. Basement= 3Z� Detached= 4. Type of Construcion: � 1�C/ d. 151 Story = Sl �`t y� e.2"d Story= �� 5. Code Edition: �i�/��Cj� f. %z Story = �l� �c r+' ��,F;'� , g.Total Area= s�� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ � Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ O 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 Mechanicat 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 p ❑ Landsca e Walls and/or Retainin Wall Plans ❑ � Landsca e Plan ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit p ❑ Data Privac Adviso Form APPLICANTIOWNER 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 altemative but to reject it until it is complete; . Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other govemmental 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 oth�r conditions prevent the completion of an as-built survey at the tlme the Certlficate of Occupancy 6s requested, a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-bullt survey and all site improvements. � ' ApplicanYs Signature: � �� Date: l 1 3� /�_ Owner'S Signature: Date: Packet Last Updated: January 2016 Page 22 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ` d I r Permit No.:�� «"�15D� Description of work: IV�M/ S�n:�19-- �etm�t J �� Date Rec'd: �2'� "�,(� Septic review by: Date Approved: � Z ��' � Zoning review by: Date Approved: �,'� '� � Building review by: � Date Approved: �Z �� l Grading review by: �1/�Y 1 ` lit�IW�►V� Date Approved: �L� �� Zoning District: ��— (� Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes o Resolution/NA Zoning: Lot Area: $� /AC Width: Structural Coverage: SF % Survey Submitted: �s 0 No Date of Survey: �U '��' � v/Revised date(?): Landscape plan submitted? �Yes Landscaper: ��l�(,Q�Q � �(�'r1I � No/None nr^posed Pro osed Setbacks: �� Front(L ) Rear(S et) ( N S E W ) ( N S E (W J) ��` J id Si� Side � � 2 � ' � � , �) 1 �_-�,J � �� — _�,� '� Buildinq Heiqht Analvsis: 1 Distance Between First Floor and defined Top of 1 ; Roof See "buildin hei ht" definition : �a� ��--�� `� 1 First Floor Elevation (from buildin plans : (b) Q Z Highest Existing ground level (per survey) or 10' �� q��,v,� above lowest round level, whichever is lower: Difference between b and c : (d) g,_�;:%__. Defined Building Height (a -(d): �e� Z-(�,�'-� Shoreland District MCWD Permit Average Lakeshore Setback g�uff Met? � Yes 0 No Permit Number: 1�. (e?� � Yes � No �N/A � Ye No 0 N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s %and s 1 2 3 4 5 I�I`�� Q•,4�� Yes o � Yes No � �,0 ��`�" ��Q7 �� TYPe�s)� TYpe(S)� Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee SAC-Number of SAC Units Other(specify) ' S uare Foota e $ er S uare Foota e Basement j ,�.� x �v'G' ' �' _ $ )��l�'�; � 15t Floor� I5 L��I�Y� J� � , X Q� - $ ,�� ly''ZPB � �i ;�� j x ' _7 = $ ,� � �-�9.�0 Garage (� l",� ��j z� �T� X �� ; 7�- _ $ �7 �t�� / ...�" Estimated Construction Value: $ �(�'�, �� Orono Inspections Required Work Requiring Separate Permits . Footing 0 Site lumbing � Grading/Filling Poured Wall Silt Fence/Erosion Control �Mechanical � Fire � oundation Survey � Hardcover Removal Fireplace � Water Connection 0 Framing � Other(specify) � Masonry � Sewer Connection Waterproofing/Drain tile � Mfg. 0 Lawn Irrigation Foundation Waterproofing � Other(specify) 0 Landscaping �Framing Insulation � As-Built Survey Final � Lathe Required State Permits 0 Other(specify) Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms�plan review checklist 10-2016.docx � Builder Acknowledgement Form Permit #2016-01501 / 780 Lakeview Parkway Builder Representative Name: C.�� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order �� will be issued. Schedule a minimum of one hour for the framing inspection. � j� f Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to �`� inspection. Erosion control shall be installed and maintained throughout the entire project and must ' � � � remain until vegetation has been established. � 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 S�i � and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. �i I� l� Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations ' "� �� must be submitted and approved. �— In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of �(� Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining ,�� walls, etc. not currently shown on the approved survey and landscaping plan will require a � separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the �. � height of the lower wall require engineered plans and a building permit to be submitted and � C�i approved prior to construction. w:\street files\lakeview parkway\780\builder acknowledgement form 2016-01501.docx Christine Mattson From: Adam Edwards Sent: Monday, December 12, 2016 1:11 PM To: Christine Mattson Subject: RE:780 Lakeview Parkway/#2016-01501 Chris, I've approved the grading plan with the comment to protect the septic sites. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. Adam From:Christine Mattson Sent: Monday, December 12, 201610:05 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject:780 Lakeview Parkway/#2016-01501 We received a building permit application for a new single family home. A few items I noted: • Silt fence should be updated to protect septic sites • Need first floor elevation (FFE)to be called out • Need landscape plan Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physical address) PO Box 66 < Crystal Bay � MN I 55323-0066 (mailing addressJ "a" 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, December 23,2016 Monday, December 26,2016 Monday,January 2,2017 Monday,January 16,2017 1 ��o CITY OF ORONO ,, Street Address: Marling Address: I Telephone(952)249-4600 '�►�, ,�,� 2750 Keliey Parkway P.O.Box bb I Fax (952)249-4676 !,� ti�' Orono,MN 55356 � Crystal Bay,MN 55323 � www.ci.orono.mn.us �FSti��' December 20,2016 Ethan Kindseth Gonyea Homes 1000 Boone Ave#400 Golden Valley, MN 55427 Re: Building Permit Application#?Ai6-OI501 780 Lakeview Parkway The City received a building pertnit application for a new single family home. Staff conducted a preliminary review based on the information provided and rewmmends the folfowing items be submitted or revised in order fo�your application to be considered wmplete and for the plan review to continue: i. Certificate of Survey. a. While the height of the house appears to meet City Code standards,please have the surveyor provlde the first floo�elevation. b. Silt fence is shown to be installed through the septic sites. Please protect the septic sites and have the silt fence focation modified. After the silt fence has been Installed, please call for an inspectlon. The cantractor must provide a minimum of a 24hour notice prior to inspection and before any land disturbing activlties. 2. l.andscape Plan. Prior to the Issuance of the building permit a landscape pian must be submitted showfng all the proposed exterior/landscaping Improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The pfan should include the name of the indivicfual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. Escrow&Escrow Agreerr�ent. Permits involving grading and/or review bythe City�s engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additianally this escrow wilt guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is $2,500. The escrow agreemerrt is encfosed. The property owner must sign the enclosed agreement and submit a check for$2,500. Please feel free to contad me at 952.Z49.4620 ar by ema€I at cmattsan�ci.orono.mn.us if you have any questions on the above reguirements. Sincerely, C OF ORONO rK3 �w Ch�istine�attsan Planning Assistant c via emafl Ethan Kindseth Dave Pemberton Roger Pei�tso,Building Official enclosure Christine Mattson From: Christine Mattson Sent: Tuesday, December 20, 2016 12:16 PM To: 'Ethan Kindseth' Cc: pemberton@sathre.com; Roger Peitso Subject: 780 Lakeview Parkway/#2016-01501 Attachments: letter.pdf; Escrow Agreement - Building Permit w Erosion Control 2016-01501.pdf Ethan, Attached is a copy of the letter and enclosure being mailed today. 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 address) '� 952.249.4620 � 8 952.249.4616 �cmattson@ci.orono.mn.us � �u www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Friday, December 23,2016 Monday, December 26,2016 Monday,January 2,2017 Monday,January 16,2017 � Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. ��_ Completed Application '�'� Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment lans (to scale) x2 � �Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono wilt not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: G/' � � Address: �f� � � +�o�v� ��,�� Permit #: ac� i (p -o i .So/ W:\Applications,License or Permit Applications\Zoning Applications\Permit Application Completeness Checklist 2015.docx KECEIVED . ,: , ,.; , City of Orono � Hardcover Calculation Worksheet DEC 01 2016 `� ,5�.t " . °•, ' Property Address: 780 Lakview Parkway,Orono,Minnesota CIIY OF ORONO ,�. Prepared By: Sathre-Bergquistlnc. Date: 10/13/2016 SB Job Number: 31202-354 Prepared By: Bryan Voit Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 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 IRREGULAR 3,410 S.F. B DRIVEWAY IRREGULAR 4,800 S.F. C STOOP IRREGULAR 140 S.F. D DECK IRREGULAR 122 S.F. E WINDOW WELL IRREGULAR 30 S.F. F SIDEWALK IRREGULAR 95 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. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Proposed Hardcover 8597 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Totai Excludable Hardcover 0 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] 8597 S.F. (4)Total Lot Area 87,780 S.F. Proposed Hardcover Percentage[(3)+�4)] 9.79% % (Proposed Hardcovernextpage) 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. �Ec�ivE� �,�;,� .,,, . City of Orono " ` - Hardcover Calculation Worksheet DEC 0 7 2016 I � M �5�'_i�ik . Property Address: 780 Lakeview Parkway,Orono C11'Y OF ORONO « ,�,, Prepared By: Sathre-Bergquistlnc. Date: 10/13/2016 SB Job Number: 31202-354 Pre ared by: Bryan Voit Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 1 ier 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 GRAVELTRAIL 1,010 S.F. B S.F. C S.F. D S.F. E S.F. F 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. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. N/ S.F. X S.F. Y S.F. Z S.F. (1)Total Existing Hardcover 1010 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�] 1,030 S.F. (4)Total Lot Area 87,780 S.F. Proposed Hardcover Percentage[(3)+(4�] 1.15% % (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 consistent with City Code,the Code provisions will prevail. � � �Voigt & Associates, Inc. � R N COP �� STRUCTURAL ENGINEERING SERVICES O O O � 4635 N[COLS RD. SUITE 204 EAGAN, MN 55122 � PH. (651)686-7727 FAX (651)686-8444 Michael Karn October 8,2016 Gonyea Homes 1000 Boone Ave No, Suite 400 Golden Valley,MN 55427 763-432-4511 niirh.icl(��'�un�ca��m��ani�,.c�,m RE:Evenson Residence at 780 Lakeview Parkwav,Orono,MN 55364 Dear Mr. Karn: Per your request, I examined the main level front garage wall of the house plan for the address above for compliance with the 2015 Minnesota State Building Code(2012 IRC w/Minnesota amendments)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB permitting the use of Table N6U2.10.4 Continuous Sheathing Methods, CS-��SY and CS-PFH. Please notc IRC Fi�ures R603.10.8(1)and R60210.8(2) Braced Wall Panel ...to Floor/Ceiling Framing connection requiremenls t�or the continuou� method (attachecl). The attached sheet,BP1,indicates the locations of braced wall segments for the front elevation of the main level of this house and the location of portal frames. See Detail S 1. Note that many of the braced wall segmen[locations may be moved to accommodate unforeseen wall and plate perforations. If you find that you must move a braced wall segment more than 2 feet from its indicated location,please call. Additionally,per your request,I examined the stairwell wall on the plan you sent to me for the home at the above address. See Detail T 1. You also asked that I review the tall wall at the sport court.Frame the exterior walls of the sport cour[indicated on your Lower Floor Plan as walkout with(2)2X6s#2 SPF @ 12"centers,the exterior walls indicated as Look Out with(1)2X6#2 SPF @ 12"centers and the wall indicated as Full Height with(1)2X6#2 SPF @ 16"centers. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. There is a notable requirement in IRC Table R602.3(1),Fastening Schedule for Structural Members for braced wall lines. It notes that the connection at the Sole plate to joist or joist blocking at braced wall panels be 3- l6d nails every 16"oc. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, P�. � � . I Hereby Certify That This Plan,Specification,Or Report Was Prepared ��t� By Me Or Under My Direct Supervision And That I Am A Duly DEC 01 2016 Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W. Voigt Date 10/8/16 License Number 20705 C��F OR�N� �s�-� Gmwr�raace �'2�� c,a'�� /n -e%c1��''t Ga� 6D t�ivt Pr� New Construction Energy Code Compliance Certificate KtI+CIVtU � Date Certificate Posted Per R4013 Buitding Certificare.A building certificate shall be posted on or in the electncal dishibution panel. �0�4��6 p�� Q � �O 1 S Mailing Address of the Dwelling or Dwelling Uni� 780 Lakeview Parkwa �/ Name of Residential Contractor MN License Number �j'' r OF�R�N� Gon ea Homes 2459 City Plan ID Orono GH0660 HERMA ENVEL PE RAaON CONTROL SYSTEM o Type:Check All That App y X Passive(No Fan) c � � � �., t,^ n. � � � �; y � �_y :�s H °' �' Active(With fan and monometer or r },� � ��,��; �m,�°°� r; R `�° _ 'a o Y other system monitoring device) ti V — ,d ca � � � ¢ � � � �j A .o � Location(or future Location)of Fan: �a . � c � � �, > o z � � � n, w x o Insulation Lowtion cC � o � � U � � r-''' ^� c� v �o tY 3 = y y ro � _ [-° .°, z w w u°. w° � ri: cG Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X Exterior Perimeter of Slab on Grade X Rim Joist(lst Floor) R-20 X intenor Rim Joist(2nd Floor) R-20 X inter;or wau R-20 X Ceiling,flat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X Describe other insulated areas Buildin Envelope air Ti htness: Duct s stem air ti htness: Windows 8 Doors Heafing or Cooling Ducts Oufside Condifioned Spaces Average U-Factor(excludes skylights and one door)U: 27-31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coe�cient(SHGC): 25-.29 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS ELECTRIC R-410A Passive Manufacturer Bryant Westin house B ant Powered Interlocked with exhaust device. 1�todel 912SC600100S21 WEC080C2X045 BA13NA048 Describe: Input in ]00000 Capacity in 80 Output in 4 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Eff iciency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD xEsinErrT�.aL Loan caLc 76,652 39,254 46,228 cfn,'s roun uc Mechanical Ventilation Sysfem "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up fumace Not required per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfins: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capciry in CFMS: fUff12C@ �OOfTI Locations of Fans,describe: C��s Capacity continuous ventilation rate in cfms: 105 "round duct OR Total ventilation(intermittent+wntinuous)rate in cfms: 210 "metal duct 780 Lakeview Parkway Orono EVENSON HVAC Load Calculations for Gonyea Homes Golden Valiey, MN Prepared By: Michael Hoium Sabre Plumbing&Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Thursday,September 22,2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,lnc. . Sabre Plumbing&Heating 780 Lakeview Parkway Orono EVENSON PI mouth MN 5447 Pa e 2 Pro"ect Re ort General Pro�ect information Project Title: 780 Lakeview Parkway Orono EVENSON Designed By: Michael Hoium Project Date: Thursday, September 22, 2016 Client Name: Gonyea Homes Client City: Golden Valley, MN Company Name: Sabre Plumbing & Heating Company Representative: Michael Hoium Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Desi n Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains � Bulb Wet Bulb Rel.Hum Re1.Hum � Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 Chedc Fi ures Total Building Supply CFM: 1,784 CFM Per Square ft.: 0.322 Square ft. of Room Area: 5,540 Square ft. Per Ton: 1,438 Volume(ft3)of Cond. Space: 57,547 B+�din �oads _ _ . : Total Heating Required Including Ventilation Air: 76,652 Btuh 76.652 MBH Total Sensible Gain: 39,254 Btuh 85 % Total Latent Gain: 6,974 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,228 Btuh 3.85 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 22, 2016, 9:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Soflware Development,inc. Sabre Plumbing&Heating 780 Lakeview Parkway Orono EVENSOAI PI mouth MN 55447 Pa e 3 Load Preview Re ort Net I'; ft.z' Sen; Lat i Net Sen Sys Sys� Sys: Duct Scope •' Ton' /Ton; Area: Gain� Gaini Gainl Loss! CFM' CFM' CFMI; Size _ .__..__, __ _.___._______.__--------._ ___ ___ _..__.----�____�____ . �.._....__._---_. _..... ._ ___._�__ ._--- ... .-------------- _-`------.__. Building 3.85 1,438 5,540 39,254 6,974 46,228 76,652 922 1,784 1,784 System 1 3.85 1,438 5,540 39,254 6,974 46,228 76,652 922 1,784 1,784 18x18 Ventilation 1,165 4,873 6,038 7,799 Humidification 8,052 Zone 1 5,540 38,089 2,101 40,190 60,801 922 1,784 1,784 18x18 1-Basement 1,569 6,040 0 6,040 14,618 222 283 283 3-6 2-Sport Court 710 2,137 0 2,137 12,131 184 100 100 1-6 3-Main Floor 1,569 17,731 2,101 19,832 17,896 271 831 831 8-6 4-Second Floor 1,692 12,179 0 12,179 16,156 245 571 571 6-6 Thursday, September 22, 2016, 9:27 AM Rhvac-Residential 8 Light Commercial HVAC Loads Elite Soflware Development,Inc. • `Sabre Ptumbing&Heating 780 Lakeview Parkway Orono EVENSON PI mouth MN 55447 Pa e 4 Tota/ 8uildin Summa Loads Component Area Sen Lat Sen Totai e . tion Qu n Loss Gain Gain Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 677.1 18,264 0 18,077 18,077 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 11J: Door-Metal-Fiberglass Core 37.8 1,972 0 544 544 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 1705.5 6,770 0 150 150 foam board to floor, no framing, no interior finish, filled core, 8'floor depth 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 40 174 0 0 0 foam board to floor, no framing, no interior finish, filled core, 4'floor depth R20 12F-Osw:Wall-Frame, Custom, R-20 Insulation in 3704.6 21,273 0 3,252 3,252 2x6 Cavity, no board insulation, siding finish,wood studs RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 502.5 2,187 0 617 617 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 2402 4,807 0 2,652 2,652 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier,Vented Attic,Asphalt Shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 2279 5,354 0 0 0 or more feet below grade, no insulation below floor, ____.any_floor cover, shortest side of floor slab..is 20'._wide_._,._ _ _ _.._ __. ___.._ __... _..... ._ ._._ __. _..... Subtotals for structure: 60,801 0 25,292 25,292 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 1250 4,263 4,263 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 210, Summer CFM: 210 7,799 4,873 1,165 6,038 Humidification (Winter)21.96 gal/day : 8,052 0 0 0 AED Excursion;__. _...__. ____...... .. .. __........ .. _... _._._. ----.__... 0___.._.. _._.0 3 038 3 038 _._... .t... .. __.._ f ..._._..... Total Building Load Totals: 76,652 6,974 39,254 46,228 Chedc Fi ures Total Building Supply CFM: 1,784 CFM Per Square ft.: 0.322 Square ft. of Room Area: 5,540 Square ft. Per Ton: 1,438 Volume(ft')of Cond. Space: 57,547 Buildin Loads Total Heating Required Including Ventilation Air: 76,652 Btuh 76.652 MBH Total Sensible Gain: 39,254 Btuh 85 % Total Latent Gain: 6,974 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,228 Btuh 3.85 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's perFormance data at your design conditions. Thursday, September 22, 2016, 9:27 AM Site address 780 Lakeview Parkway,Orono MN Date 10/4/2016 `°°`�"°` Sabre Plumbing & Heating ��BY ted Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area Including 5540 Total required ventilation 21� easement—finished or unfinished) � Continuous ventilation 105 Number of bedrooms Diredions-Determine the total and mntinuous ventilation rate by either using Table R403.5.2 or equation 11-1. The ta61e and equation are below Table R403.5.2 Total and Continuous Ventilation Rates in cfm Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ 1000-1500 60/40 75/40 90/45 305/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165 83 3001-3500 S00/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125 63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160 80 175/88 190 95 205/103 5001-5500 140/70 155/78 170/85 185/93 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)J=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation.For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. , Section B Ventilation Method (Choose either balanced or exhaust only) � Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery ❑ Exhaust only Ventilator)—cfm of unR in low must not exceed continuous Con[inuous fan nting in cfm ve ' i n a Low dm: A n A High cfm: �A� Continuous fan rating in cfm(wpacity must not exceed �L`t � continuous ventilatbn rotlng by more than 100%) Diredions-Choose the method of ventilation,ba/anced or exhoust only.Ba/anced ventilation systems ore typically HRV or ERV's. Enter the low and high tfm amounts.Low cfm oir flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater ihan the mntinuous rote.(For instonce,if the low cfm!s 40 cfm,the ventilatlon fan must not exceed 80 cfm.J Automatic mntrols moy allow the use of a larger fan tAat is operated o percentage of eoch hour. Section C Ventilation Fan Schedule Descri tion Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the jan is for,the location,cfm,and whether it is used jor continuous or intermittent ventilation.7he jan that is chose for wnUnuous ventilation must be equol to or greater than the low cfm air roting and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed BO cfm.J Automotic controls may allow the use of a lorger fan that is operated a percenMge of eoth hour. Sedion D Ventilation Controls (Describe operetion and controi of the continuous and intermittent ventilation) ERV has well Control-set to 40%=124 CFM ERV has wall conVol-set to 70°h=217 CFM Directions-Describe the opemdon of the ventilation rystem.There should 6e odequate detail jor plan reviewea and inspedors to veriJy design ond installation comp/iance.ReMted trades olso need adequote detail for placement oj controls and proper opemtion of the building ventilation.If exhaust jans ore used for building ventllatiory describe the operation and location of any contro/s,indicaton and/egends.ljan ERV or HRV is to be installed,describe how it will be installed.If it will be conrret[ed and interfaced with the air handling equipmen;p/ease describe such connections as detailed in the manufactures' installation instruc[ions.If tlie ins[allation instrudions require or recommend the equipment ta be interlocked with the air handling equipment for proper opemtion,such in[erconnedion shall be made and described. � Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically ve�ted appliances or solid fuel appliances are installed,use the appropriate column. Please note,'rfthe makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening a�d type(round,rectangular,Flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS Additional combustion air will be re uired for combustion a liances,see KAIR method for calculations One or multiple power One or muRiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pitances assisted applianca and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliantes fuel appliance or solid fuel appliances Column D Column A Column B Column C 1• 0.15 0.09 0.06 0.03 a)pressure fador 1�/sfl b)conditioned floor area(s�(including 5540 unfinished basements) Estimated House Infiltration(cfm):(la g31 x 1b] 2.ExhaustCapaaty a)continuous exhaustronly ventilation system E RV=O (cfm�;(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)8096 of largest exhaust rati�g(cfm); KRchen hood typically '�,[�O (not applicable if recirculating system or if powered makeup air is electriwlly interlocked d)80%of nezt IargesT exhaust rating NOt (cfm);bath fan typicalry Applicable (not applicable if recirculating system or if powered makeup air is elechically interlocked Total Exhaust Capacity(cfm�; 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(dm) ��c a)toUl exhaust capacity(from above) J b)estimated house infiltretion(from g31 above) Makeup Air Quantity(cfm); [3a-3b] -456 (ff value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer NOT REQ�� to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direM vent appliances may be used.) B.Use tfiis column if there is one fan-assisted appliance per venting system.(Appliances other than atrnospherically vented appliances may also be included.) C.Use this column ff there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are muttiple atmospherically vented gas or oil apptiances using a common vmt or'rf there are atrnospherically vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direc[vent ap- assisted applfances and gas or oil ap- vented gas or oil ap- ameter piiances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passiveopening 1-36 1-22 1-15 1-9 3 Passiveopening 37-66 23-41 16-28 10-17 4 Passive opening 67—109 42—66 29—46 18—28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passiveo enin 164-232 101-143 70-99 43-61 7 Passive o enin 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—130 9 w motorized dam er Passive opening 420—539 259—332 180—230 ili—142 10 w motorized dam er Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the eMerior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shail be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be elettrically interlocked with the largest exhaust system. Combustion air �/ Not required per mechanical code(No atmospheric or power vented appliances) Passive(see IFGC Appendix E,Worksheet E-1) Size and rype ocne�,aes«�be:Electric water heater, no combustion air required Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appllance installed;use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: reft Hood �an Assisted �irect Vent Input: Btu/hr or Power Vent Water Heater: reft Hood �Fan Assisted �Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: � fta LxWxH �L�WaH Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method�.If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) if CAS Volume(from Step 2)!s gre a t er th a n TRV then no outdoor openings are needed. If CAS Volume(from Step 2)!s less th an TRV then go to STEP 5. 4b.Known Air Infiltretion Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: � Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: ft3 Required Volume Fan Assisted(RVfA) Total Btu/hr input of all Natural dreft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: fta Required Volume Naturel dreft appliances(RVNDA) Total Re uired Volume RV =RVFA+RVNDA TRV= 0 + 0 - O TRV fta Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)di vided by 7RV(from Step 4a or Step 4b) Ratio= Q / Q = Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- �.�� _ � .�0 Step 7:Calculate single outdoor opening as if all combustion air is from outside. Total etu/hr input of all Combustion Appliances in the same CAS Input: � Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr d iW d ed by 3000 Btu/hr per inz CAOA= 0 /3000 Btu/hr per inz= �.0� in: Step 8:Calculate Minimum CAOA. MinimumCAOA=CAOAmu/tiplled by RF MinimumCAOA= �.00 x 1 .QQ = O.QO inz Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultiplled by the squ ore root of Minimum CAOA CAOD=1.13 J Minimum CAOA= in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) fan Assisted or Power Vent Natural Dreft 1994 to present Pre-1994 1994 to present Pre-1994 5 000 250 375 188 525 263 30 000 500 750 375 1 050 525 15 000 750 1 125 563 1575 788 20 000 1000 1500 750 2100 1050 25 000 1250 1875 938 2 625 1313 30 000 1500 2 250 1 125 3 150 1575 35 000 1750 2 625 1313 3 675 1838 40 000 2 000 3 000 1500 4 200 2 100 45 000 2 250 3 375 1688 4 725 2 363 SO 000 2 500 3 750 1675 5 250 2 625 55 000 2 750 4 125 2 063 5 775 2 888 60 000 3 000 4 500 2 250 6 300 3 150 65 000 3 250 4 875 2 438 6 825 3 413 70 000 3 500 5 250 2 625 7 350 3 675 75 000 3 750 5 625 2 813 7 875 3 938 80 000 4 000 6 000 3 000 8 400 4 200 85 000 4 250 6 375 3 188 8 925 4 463 90 000 4 500 6 750 3 375 9 450 4 725 95 000 4 750 7 125 3 563 9 975 4 988 S00 000 5 000 7 500 3 750 10 500 5 250 105 000 5 250 7 875 3 938 11025 5 513 110 000 5 500 8 250 4 125 11550 5 775 115 000 5 750 8.625 4 313 12 075 6 038 120 000 6 000 9 000 4 500 12 600 6 300 125 000 6 250 9 375 4 688 13 125 6 563 130 000 6 500 9 750 4 875 13 650 6 825 135 000 6 750 10125 5 063 14 175 7 088 140 000 7 000 10 500 5 250 14 700 7 350 145 000 7 250 10 875 5 438 15 225 7 613 150 000 7 500 11250 5 625 15 750 7 875 155 000 7 750 11625 5 813 16 275 8 138 160 000 8 000 12 000 6 000 16 800 8 400 165 000 8 250 12 375 6188 17 325 8 663 170 000 8 500 12 750 6 375 17 850 8 925 175 000 8 750 13125 6 563 18 375 9188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 875 6 938 19 425 9 713 190 000 9 500 14 250 7 125 19 950 9 975 195 000 9 750 14 625 7 313 20 475 10 238 200 000 10 000 15 000 7 500 21000 10 500 205 000 10 250 15 375 7 688 21525 SO 783 210 000 10 500 15 750 7 875 22 050 11025 215 000 10 750 16125 8 063 22 575 11288 220 000 11000 16 500 8 250 23 100 11550 225 000 11 250 16 875 8 438 23 625 11813 230 000 11500 17 250 8 625 24150 12 075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. � �� _ � — �� _ .... �� _ - • �1FORTE ` � =- ; 780 Lakeview Parkway; Orono, MN.4te - 01:Upper Level Member Name Results Current Solution Comments Bedroom#2 Window Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Master Bath Window Side Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 , Master Bath Window Rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Master Bedroom Window Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Stairway Window Front Passed Z Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Bedroom#4 Window Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Bedroom#3 Window Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 02:Main Level Member Name Results Current Solution Comments Dinette Patio Door Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrand�LSL Dinette Window Rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Dinette Window Side Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Great Room Window Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Drop Beam over Foyer/Great Room(H) Passed 3 Piece(s)1 3/4"x 9 1/2"2.OE Microllamp LVL Drop Beam over Hallway/Kitchen(H) Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Flush Beam over Haliway(H) Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrendOO LSL Foyer Entry Door Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Office Window Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 1/2 Bath Window Passed 2 Piece(s)1 3/4"x 9 1/2"1,SSE TimberStrendOO LSL Drop Beam over Front Porch(H) Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Drop Beam over Front Porch(V) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 16'Garage Door Opening Passed 2 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrandOO LSL 9'Garage Door Opening Passed 3 Piece(s)2 x 12 Spruce-Pine-Fir No. 1/No.2 Flush Beam over Garage(H) Passed 2 Piece(s)1 3/4"x 9 1/2"2.OE MicrollamOO LVL Mudroom Entry Door Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 03:Lower Level Member Name Results Current Solution Comments Sport Court Patio Door Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Game Room Window Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Game Room Patio Door Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Rec Room Window Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Drop Beam over Hallway/Rec Room(H) Passed 2 Piece(s)1 3/4"x 9 1/2"1,SSE Timber5trandOO LSL Drop Beam over Hallway/Bar(H) Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrend�LSL Drop Beam over Refrigerator(H) Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Guest Bedroom Window Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrend�LSL RECEIVED QE� 01 2016 cir�r c�oRONo i =orte Software Operetor Job Notea 1 Ci20/2016 3:23�0�PAA � Jeffrey Doty,Deslgn Supai';isor Gonyea Hom:�s-3HOc20 Forte v5.1, Design Engine:V6.5.?.1 L-yman'_umber Compar�y 780 Lakev�e,v?ar'.<,n.3;.p.o,u;,`�.p; '8��8((2VIBLV Pa!"kWBy:��OilO. lV�l�.4fB 1952)4?D-A366 F��enson�es,i.snce jeff_doty��!ymar.li�mb2;.r,p�t; 1i`i20/'_D1o_-_>155a Page 1 of 32 � � � Upper Level,Bedroom#2�ndow PASSED �. � F TE � � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + 0 0 6' o a All laations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontai.;Drawinq is Conceptual D@SI n Results Actual�Loeatlon Aqowed Rewit LDF load:Combination(Pattem) System:Wall Member Reaction(Ibs) 3510 @ 6'4 1/2" 5738(3.00") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 2404�5'S 3/4" 4308 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residentlal Moment(Ft-Ibs) 5257�3'3 1/8" 5919 Passed(8996) 1.15 1.0 D+1.0 S(All Spans) eu�lding Code:teC 2012 Live Load Defl.(in) 0.056 @ 3'2 15/16" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.089 @ 3'2 15/16" 0313 Passed(L/844) — 1.0 D+1.0 S(All Spans) •Deflectbn criberia:LL(U360)and TL(L/240). •&adrg(Lu):All compression edges(tap and bottan)must be braced at 6'6"oJc unless delalled otherwise.Prpper atFachment and positlonirg of lateral bracing is required to achieve member stabiHty. •Applicable cakulatlons are based on NDS. BeaNny I.o�ds to Suppais(16s) Supports roa� nva�lsn�e Reqwrea ua.a snow roa� �coe�ories i-Tdmrtier-SPF 3.00" 3.00" 1.81" 1283 2185 3468 None 2-Trimmee-SPF 3.00" 3.00" k84" 1298 2212 3510 None TribuEsry Desd Snow` Loads wue��swe� wWnn �a9o� �i.is� eommeMs 0-SeH Weight(PLF) 0 to 6'6" N/A 10.6 1-Uniform(PSF) 0 to 2'3" 19' 20.0 35.0 Snow-Main 2-Unifortn(PSF) 2'3"to 6'6" 19'6" 20.0 35.0 Snow-Main Weyerhaeuser Notes �SUSTAINABLE FORESTRY INRWTNE Weye�haeuser wartar�tlwt tl�e sizYig d�produds will be M aaardance with Weyerhaeuser product design aiheria and pudished design values. Weyerhaeuser e�ressty discla�ms a�ry other warrardies related tn the wRware.R�er to curt�t Weyehaeuser Iihe2ture for InstalWtfon detaRs. (www.waodbyv+y.com)Accessories(Rim Board.Bbcking Pands and Squash Bbcks)are not designed by this software.Use of this software is not interWed to drcumvent fhe nced for a design professlonal as determined by the autliority having iu�on.The designer d reoad,buNder or framer Is respons�le to assure that this cakulatlon is oompatlble wRh fhe overatl project.Products manufactured at Weyerhaeuse�fadGtles are third-pariy cerdNed to susminable forestry standards.Weyerhaeuser Ergir�eered Lumber Producis have bcen evaluabed by ICC ES under hedmkal repatr ESR-1153 and ESit-1387 arKl/a t�ed in aaordance wlth applkable ASTM standards. For arreM code evaluatlon reporfs r�er to hCp://www.woodbywy.com/servloe5/s CodeReports.aspoc. The produd applicadon,Input design loads,dimensions and wpport Infortnatlon have been prwided by Gonyea;pyn dated 9/29/2016. Forte Software Operator ,Job Notes 10/20/2016 3:23:05 PM Jeffray Doty,Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 Lyman i_umber Company 780 Lakeview Paikway:Orono,P.1N 780 lakeview Parkway;Orono. MN.4fe �952)570-�866 Evenson Residence � �eff_dory��iltymanlumber.com 10/2Di2�J16;#21,554 Page 2 of 32 ' `, �. C O � � r " Upper Level,Master Sath Window Side PASSED r G 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:5'6" + + 0 0 5. � � All bcations are measured from the outside face of left support(or leR cantilever end).Ail dimensions are horizor�tal.;Drawing is Conceptual Desi n Results nctuai��oce�ion a�wwea rtesue LDF �oaa:cann�nadon(naecam) syscem:wau Member Reaction(Ibs) 1607 @ 1 1/2" 3825(3.00") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member rype:Header Shear(Ibs) 1011 @ 1'1/4" 2872 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) euildirg use:ResideMWl Moment(Ft-Ibs) 2014 @ 2'9" 3946 Passed(51%) 1.15 1.0 D+1.0 S(All Spans) Bu�Iding Code:IBC 2012 Live Load DeFl.(in) 0.023 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Metliodology:ASD ToWI Load DeFl.(in) 0.036 @ 2'9" 0.262 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflection crlteria:LL(U360)and Tl(LJ240). ' &acfrg(Lu):All compression edges(top and bo�tom)must be braced at 5'6"a/c unless d�Ned otl�erwise.Prciper atlachmEnt and positionirg of lateral bracing is required to achleve member stability. •Applkable calculatlons are based on NDS. BearG�g Losds to Supporb(Ibs) SU�1�101't5 Tofal Avaiqble Requlred Deed Snow' Tobl Aooeaories 1-Trimmer-SPF 3.00" 3.00" 1.50" 597 1011 1608 None _ 2-Trimmer-SPF 3.06" 3.00" 1.50" _ 597 1011 i608 None _ Tributary Dead S�aw Loads �owrtan(swe) wian� �0.90) (1.15) commen�s 0-SeH Weight(PLF) 0 to 5'6" N/A 7.0 1-Uniform(PSF) 0 to 5'6" 10'6" 20.0 35.0 Sraw-Main Weyerhaeuser Notes _ _ _ 4 susrawos�FoaestRr wmarne Weyertiaeuser wamarrts tliat the sizing of its products will be in aocordance with Weyerhaeuser product design aiterfa and pudished design values. Weyerhaeuser expressly disdaims arry other warranUes relabed to Uie software.Refe1 bo curreM Weyerhaeuser literadire for I�IIatWn details. (www.woodbywy.com)Accessories(Rim Board,Bladcing Panels and Squash Blocks)are not designed by this software.Use of this software is rwt intended to drcumvent tlie need for a design professiaial as determined by the authority having iurisdictfon.The deslgner of record,builder or(ramer is responsible to aswre that this qkulation is compatlble wRh the overall proJect.Produds manufactured at Weyerhaeuser fxilities are lhird-party certlfled to sustainable forestry standards.Weyert�aeuser Englneered Lumber Produtts have been evaluated by ICC ES un�r technical reports ESR-1153 and ESR-1387 and/or tested in aocordance witli applioble ASTM standards. For currerd code evaluadon reports refer to http://www.waodbywy.can/services/s_CodeRepats.aspx. The product applkatlon,inqrt design loads,dirt�ensions and wpport informadon have been provided by Gonyea;plan dated 9/29/2016. Forte Software operator ,1ob Notes 10l20/2016 3:23:05 PM Jeffrey Doty.Design Supen�isor 3onyea Romas-GH0660 - FOrtB V5.1,Design Engine:V6.5.1.1 Lyman Lumber Company 7S0 Lakavieav Parkway;Orono,MN 780 Lakeview Parkway;Orono.MN.4te (952)4?0-4d66 Evenson Residence jeff_doty�lymanlurnber.c:nm 10i20i201o;tt21554 Page 3 0(32 � l� F 0 R T E a Upper Level,Mastei Bath�ndow Rear PASSED , 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overali Length:2'9" + + 0 0 2'6' 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n R�ults ncwai��oea�on Allowed Resuk LDF �oad:comw„ano„�ra�n� System:Wall Member Reaction(Ibs) 374 @ 0 1913(1.50") Passed(20%) — 1.0 D+1.0 S(All Spans) htember rype:Header Shear(Ibs) 130�10 3/4" 2872 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) eutldh�g use:ResideMWl Moment(Ft-Ibs) 257 @ 1'4 1/2" 3946 Passed(7%) 1.15 1.0 D+1.0 S(All Spans) Bull�ng Code:IBC 2012 Live Load Defl.(in) 0.000 @ 1'4 1/2" 0.092 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:pSp ToWI Load Defl.(in) 0.001 @ 1'4 1/2" 0.138 Passed(U�9+) -- 1.0 D+1.0 S(Ail Spans) •Ddlectlon crlteria:LL(y360)and ll(L/240). •Bracing(Lu):All oompressia�edges(top and bottom)mu�be braced at 2'9"o/c unless deWiled atherwise.Proper attachrtreM and positlonirg of laberal bracing is requlred to athieve member sqdlity. •ApplicaWe cakuladons are based on NDS. BeaNn9 loads to Suppats(!bs) _ Supports roca� avai�awe rteym►ea oeaa s�row raai �ocesw�as 1-Trimmer-SPF 1.50" 1.50" 1.50" 230 144 374 None d-Trimmer-SPF 1.50" 1.50" 1.50" 230 144 374 None Tributary Dead Snow I.Oa�lS Location(Side) Width (0.90) (1.15) Conrnenb 0-Self Weight(PLF) 0 to 2'9" N/A 7.0 1-Uniform(PSF) 0 to 2'9" 3' 20.0 35.0 Snow-Main 2-UnHortn(PLF) 0 to 2'9" N/A 100.0 - Wall-Gable Weyerhaeuser Nobes ^ w rtweuser warrants nwt tne [qJ susTaru�BtF r�ORESrRr wmarne eye slzin9 of its produds wid be In aaordance with Weyerhaeuser produtt desk�n aiterla and pudished design values. lT Weyerha�ser expressly disdalms arry otlier warrantles relabed to the software.R�to wrrent Weyerhaeus�literature for installatlon deWils. (www.wood�ywy.com)Accessaries(Rim Boazd,Bbddrg Pands and Squash&aks)are rat designed by this software.Use of thLs soRvvare is not intPnded to circumveM the need for a desyn professbnal as dehertNned by the autlioNty haWng juiisdktlpn.The designer of recad,builder or framer is responsllNe to aswre that this platladon is compatlMe with Cie overall pro�ect.Products manufadured at Weye�iiaeus�facilides are fhhd-party caUfled to sustainable forestrY s�nda►ds•Weyshaeu�En9�n�ed Lumbe►Roducts have been evaluated by ICC ES under technipl reports ESR-1153 and ESR-1387 and/a tested in ac�wdance with applicable ASiM standards. For arrent code evaluaUon reports refer to hUp://www.waodbywy.corryservioes/s_CadeRepats.aspx. The product applkatlon,lnput design bads,dimensions and support informatlpn lyve been Provided by Gpnyea;plan dated 9/29/2016. Forte Software Operator ,lob Notes 10/20/2016 3:23:05 PM Jeffrey Doty.Design Supervisor Gonyea Homes-GHO660 Forte v5.1, Design Engine:V6.5.1.1 Lyman Lumber Company 780 Lakeview Parkway:Orono,PAN 780 Lakeview Parkway;Orono, MN.4te (952)470-3866 Evenson Res'�.tlence jei`_tloty�lymanlumber.com 1u;20�2016�,k21554 PegB 4 of 32 ` ` r� �O Q � c Upper Level,Master Bedroom�ndow PASSED ' �� 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:11'9" + + 0 0 3' 5• �'' 3• � � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual D@51 n Results acwai o watton aiovwea ResuR LDP Loed:Combinatla�(Patt�) Syst�n:Wall Member Reaction(Ibs) 5349 @ 3'3" 5738(3.00") Passed(93%) -- 1.0 D+1.0 S(Adj Spans) Member 7ype:H�der Shear(Ibs) 1927�4'1 3/4" 4308 Passed(45%) 1.15 1.0 D+1.0 S(Adj Spans) Buitding use:Residentlal Moment(Ft-Ibs) -2246�3'3" 5919 Passed(38%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2oi2 Live Load Defl.(in) 0.010 @ 5'10 9/16" 0.175 Passed(U999+) -- 1.0 D+1.0 5(Alt Spans) Design Methodology:ASp Total Load DeFl.(in) 0.015 @ 5'10 9/16" 0.262 Passed(U�9+) -- 1.0 D+1.0 S(Alt Spans) • De(lectbn criteria:LL(LJ360)and TL(U240). • Bracing(Lu):All compressbn edges(top and botknm)must be brxed at ii'9"o/c unless detailed othe�wise.Proper attachment a�d posidonirg of lateral bracing is required to athieve member stabitity. •Applicable cakvlatiais are based on NDS. Beari� LoadstoSupporb pbs}_ $Y�1�10115 Total Ava(lable Requlred Dattl Snow Total � 1-Trimrt�er-SPF 1.50° 1.50" 1.50" 402 855 1257 None 2-Tdrtuner-SPf 3.00" 3.00" 2.$0" 1955 3393 5348 None 3-Trlrmier-SPF 3.00" 3.00" 2.75" 1919 3334 5253 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 281 643 924 None Trlbutary Dead Saow Loads �«adon�swe� wwm �0.90� �i.is� comm,e� 0-Self Weight(PLF) 0 to 11'9" N/A 10.6 t-Unifortn(PSF) 0 to 10'9" 19'6" 20.0 35.0 Snow-Main 2-Unfform(PSF) 10'9"to 11'9" 12' 20.0 35.0 Snow-Main Weyerhaeuser Notes _ __ , �wsraiNaa�ratesnrr iNiTwrive Weyerhaeuser warraMs that the sizing of its producfs will be in aaadance with Weyerhaeuser product design criterla and published design values. weyerhaeuser expressly disdaims airy oUer warrantles relabed to the software.Refer to current Weyerhaeuser Iiterature for installatlon deUNs. (www.woodbywy.cam)Aaoessories(Rim Board,Blaldng Pands and Squash Blocks)are not designed by dNs software.Use of this software Is not intended to drcumvent tlie need for a design professional as detertMned by fhe autlarity haWng jurisdictlon.The designer of record,builder a framer fs responsible to aswre that this calculatlon is compatible with tlie overall projed.Products ma�ufactured at Weyerhaeu�r fadlities are third-party certlfied to sustafnable forestry standards.Weyerhaeuser Engineeled Lumber Products have been eval�by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested in azcordanoe wlth appkable ASTM standarcls. For curreM code evaluation reports refer to http://www.waodbywy.wrt�/servkes/s CodeReports.aspx. The product appCKation,input design bads,dimensbns and support information have been provided by Gpnyea;pan dated 9/29/2016. Forte Sokware Operetor �ob Notes 10I20/2016 3:23:05 PM Jetfrey Doty.Design Supervisor Gonyea Home.-GH0660 Forte v5.1, Design Engine:V6.5.1.1 Lyman Lumb2r Company 760 Lakavie�.v?arkw2y;Orono,MN 780 Lakeview Parkway;Orono,MN.4te (952j4'Q-4866 Evenson Residence jeff_doty@IymaMumber.com t0�20120�6;#2155� Page 5 of 32 � ��F 0 R T E rt Upper Level,Stairway Window Front PASSED , � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'9" + + 0 0 ' 2,s, � � All locat'ans are measured from the outside face of left support(or left cantilever end).All dimensions are horizontai.;Drawing is Conceptual Desi n Results ncwai�i.ocaei.on aiowea rtesu� LDF waa:comwnar��v,e�„� sysre�:wa�i Member Reaction(Ibs) 1484 @ 0 1913(1.50") Passed(78°�n) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 517 @ 10 3/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spa�u) Building Use:Residentlal Moment(Ft-Ibs) 1020�1'4 1/2" 3946 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Buildng Code:1eC zo12 Live Load Defl.(in) 0.003 @ 1'4 1/2" 0.092 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) Design Methodology;p5D ToWI Load Defl.(in) 0.005 @ 1'4 1/2" 0.138 Passed(U999+) -- 1.0 D+1.0 S(All Spans) •Deflection crltdia:LL(U360)and TL(L/240). •Bracing(Lu):All compresslon edges(top and bottom)must be braced at 2'9"o/c unless detailed othe�wise.Proper a�ment and posldonirg of lateral brating is requhed to achieve member sbbility. •Applkable okulatlons are based on NDS. Beadnq Loads to Suppab(Ibs) Supports roa� ��ewe eey�i�a oasa snoW roni naas.oNas 1-himrt�-SPF 1.50" 1.50" 1.50" 546 938 1484 None - 2-Trimmer-SPF i,50" i:50" 1:50" _ 546 938 1484 None _ . . Tributary De�d Snow L08d5 Locadon(Side) Width (0.90) (1.15) Comments 0-Self Weighl(PLF) 0 to 2'9" N/A 7.0 7-Unfform(PSF) 0 to 2'9" 19'6" 20.0 35.0 Sraw-Main Weyerhaeuser Notes _ W2y2�f W2U52►WaRdlllS tlWt tF1E SIZ Of it5 prodUClS Wfll bC f�aaOtdB�lce Wfth W �-� �SUSTAINABLE FORESTRY INITIAIIVE h9 eyertweuser produtt design oiUeria and pudished design ralues. � Weyerhaeuser e�ressly disdaims airy oU�er warrantles relabed to tfie software.Refer to arrent Weyerhaeuser Iiherature tor ir�IlaUon demils. (www.woodbywy.cam)Aocessories(Rim Board,Bloddrg Panels and Squash Blocks)are not designed by this saRware.Use of this software is not intended to circumvent the need tor a design pmfessional as determined by the auCiorily haWng jurisdktlon.The deslgner of record,buiMer a framer is respcx�s�le to assure that this plculatlon is compadble wRh the overall project.Produds manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry starWards.Weyerhaeuser Engi�Lumber Products have been evaluated by ICC ES under bechnical reporls ESR 1353 and ESR-1387 and/or tested in a000rdance wilh applioble ASTM slandards. For anent code evaluatlon reports r�er to hdp://www.woo4rywy.00mJservioes/s_CodeRepprts,aspx, The product appNcatlon,input design bads,di�ons and wpport informatlon have been provided by Gprryea;pWn dated 9/29/2016. Porte Sottware operator .lob Notes 10/20/2016 3:23'05 PM Jeffrey Doty,Design Supervisor Gonyea Homas-GH0660 Forte v5.1. Design Engine:V6.5.1.1 Lyman Lumber Company 780'_akeviaw Parhway:Oror,o,b1N 780 Lakeview Parkway;Orono. MN.4te i952)4?0-4866 Evenson ResiAence . � jeif_doty4�,illymaNu�rber.com 10'20I201Q#21554 Page 6 of 32 � � �F 0 R T E ° Upper Level,Bedroom#4�ndow PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + 0 0 [• s. � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Actus�O Location Allowed Resuft LDF Load:Combination(PatEem) System:Wall Member Reaction(Ibs) 884 @ 1 1/2" 3825(3.00") Passed(23%) -- 1.0 D+1.0 S(All Spans) Member 7ype:Header Shear(Ibs) 606 @ 1'1/4" 2872 Passed(2196) 1.15 1.0 D+1.0 S(All Spans) Buiid�ng use:Residential Moment(Ft-Ibs) 1328�3'3" 3946 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) euiiding Code:IBC 2012 Live Load Defl.(in) 0.013 @ 3'3" 0.208 Passed(U999+) -- 1.0 D+1.0 S(All Spd�) Design Metliodology:ASD Total Load DeFl.(in) 0.034 @ 3'3" 0.313 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • DeHectbn alterW:LL(LJ360)and Tl(LJ240). • &aang(Lu):All campretsion edges(tap and bottom)must be braced at 6'6"o/c unless detailed�wise.Proper attachmeM and positioning of lateral bradng is required to achieve member staWlity. •Appliable pkulat3ons are based on NDS. _ Bearin9 Loads to SuPP��) Supports raai aveiwwe aeyuirea ueaa snow Tora� �aoe.,or�es 1-Trirtuner-SPF 3.00" 3.00" 1.50" 543 341 884 None 2-Trimmer-SPF _ _ 3.U0" 3.00" 1.50" 543 _341 884 None Tribulary Dead Snow Loads �r;on(swe) w�aN, (0.90� �i.is) comme� 0-Self Weight(PLF) 0 to 6'6" N/A 7.0 1-Unifortn(PSF) 0 m 6'6" 3' 20.0 35.0 S�ww-Main 2-UnHortn(PLF) 0 to 6'6" N/A 100.0 - Wall-Gable Weyerhaeuser Notes . SUSTAINABIE FORESTRY INITIAiNE Weyerhaeuser warrards that the sizing of Its products will be in accordance with Weyerhaeuser produd deslgn aiteria and published design values. Weyerhaeuser expressy disclaims any other warrandes related to the software.Refer to curt�t Weyerhaeuser literature for Installalion detalls. (www.woodbyvoy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software is nak intpnded to circumvent the r�eed for a design profeubnal as determined by the autliority having)urisdiction.The designer of recoid,builder or framel is r�pons�le to aswre that this akuWtlon is mrtipadble wRh the w�e211 proJect.Praducts manufactured at Weyerhaeus�fadlitles are third-paRy cerdfied Lo suslainable forestry standards.Weyert�aeuser Ergineered Lumber Products have been evaluated by ICC ES under 6echnkal repats ESR-1153 and ESR-1387 and/or tested in acmrdance wRh apqipble ASTM standards. For curreM code evaluatlon reports refer to http://www.waodbywy.00mJservices/s_CadeReports.aspx. The product application,Input design loads,dfinensions and wpport infortnation have been provided by Goiryea;plan dated 9/29/2016. ' Forte software operator Jo6 Notes 10/20/2016 3:23'05 PM Jefirey Doty,Desiyn Supervisor Gonyea Homas-GW;660 Forte v5.1, Design Engine:V6.5.1.1 �Yma��mber co�nP��y �Ro�aKz��aw Par;way:o�on�,r�nN 780 Lakeviaw Parkway;Orono,MN.4te �9521 A70-A866 cvenson Residence ieff doty.u�tymaNumber.com 10%2012D�S;#2155a Page 7 of 32 ,. '-i�O � � � " Upper Level,Bedroom#3�ndow PASSED '�� 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + 0 0 G 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results aca�ai��ocsr�on nuo�a �esun LDF i.oaa:Combination(Pattem) System:Wall Member Reactio�(Ibs) 3520 @ 1 1/2" 5738(3.00") Passed(61%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 2414�1'1/4" 4308 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) eutlding use:Res�dentlal Moment(Ft-Ibs) 5288 @ 3'3" 5919 Passed(89%) 1.15 1.0 D+1.0 S(All Spans) suildirg Cade:iBC 2012 Live Load Defl.(in) 0.056 @ 3'3" 0.208 Passed(U�+) -- 1.0 D+1.0 S(All Spans) Des�gn Metliodology:ASD Total Load DeFl.(in) 0.089 @ 3'3" 0.313 Passed(L/838) -- 1.0 D+1.0 5(All Spans) •Deflection criteria:LL(y360)and TL(L/240). •&adng(Lu):All cornpression edges(tap and bottom)must be braced at 6'6"o/c unless detailed otlierwise.Proper attachmeM and positlonirg of laberal b2dng is required to achleve member sqdlity. •ApplkaWe olculaUons are based on NDS. Bearinq I.oads to Supporb(Ws) SUppOltS Total Available Requirod Dead Snow Tohl Aaoeuaies 1-Trimmer-SPF 3.00" 3.00" 1.84" 1302 2218 3520 None 2-Trimmer-SPF 3.00" 3.00" 1.84" 1302- 2218 3520 None - Tributary Dead Snow Loads �«a�on�swe� wwm �0.90� �s.is� wnrnema 0-Self Weight(PLF) 0 to 6'6" N/A 10.6 1-Un'rfwm(PSF) 0 to 6'6" 19'6" 20.0 35.0 Srww-Main �V@y8111a8USC1+IVOb@6 . _ _ _ _ _ ^ " lZj)SUSTAINABIE FORESiRY INI71AiIVE Weyerhaeuser warrar�.s tlwt fhe sizkig of�praducts will be in aaordance wRh Weyerhaeuser product desi�cri0eria and published d�gn values. Y Weyefiaeuser expressly dsdalms arry other wartantles related to the soRware.Refer to artent Weyerhaeuser 116eraWre for installatfa�detaRs. (www.woodbywy.com)Accessories(Rim Board,Bbddng Panels and Squash Bbcks)are not designed by dMs soRware.Use of this software Is not IMerMed bo arcumveM the need fa a design professional as determined by fhe aut)writy having)irisdctlon.The designer of rewrd,builder or framer is responsible to aswre that this okulatlon is compatlble wRh the overall proJect.Products manufactured at Weyerhaeuser fadlitles are third-party certified to susFainable farestry standards.Weyelhaeuser Ergineered Lumber Praducts have been evaluated by ICC ES under tethnial reports ESR-1153 and ESR-1387 and�or tested in accorda�oe wRh apptlable!�M standards. for arreM code evaluatlon reports refer to ht�://www.waodbywy.mm/servfoes/s_CodeRepats.aspoc. The product applkatlon,Input design loads,dirt�sions and wpport information have been provided by Gorryea;plan dated 9/29/2016. Forte Sokware Operetor Job Notes 1 OI20/2016 3:23:05 PM Jetfrey Dory Desi�n Supervisur Gonyea Nomec-;,H0660 Fort2 V5.1,Design Engine:V6.5.1.1 Lyman Lumbar Cumpany ;80 Lakevisw?arR�may;Orono.MN 780 Lakaview Parkway;Orono,MN.4te !952)�70-38ou Evenson Residence jeff_doty a!ymarlumb=r.com 1Q/?OI20'I;i'�?1554 Page 8 of 32 � " Main Level,Dinette Patio Door PASSEI? � ' �F O R T E 2 piece(s) 13/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:3'8" + + 0 0 3'2" o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual �CC51 n Results Actual�Lotafion Allowed Result LDF Load:Combinatlon(Pat6ern) System:Wail Member Reaction(Ibs) 6864 @ 1 1/2" 7613(3.00") Passed(90%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 6822 @ 1'1/2" 7902 Passed(86%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 7690 @ 1'3" 11985 Passed(64%) 1.15 1.0 D+1.0 S(All Spans) sunding Code:IBC 2012 Live Load Defl.(in) 0.041 @ 1'3" 0.114 Passed(U�90) -- 1.0 D+1.0 S(All Spans) �9n Metlwdology:ASD Total Load Defl.(in) 0.066 @ 1'3" 0.171 Passed(L/619) -- 1.0 D+1.0 S(All Spans) •Defiectfo�crl[eria:LL(L/360)and TL(L/240). • &acing(Lu):All compression edges(top and bottom)must be brdced at 3'8"o/c unless detailed otherwise.Proper attachment and positlonirg of lahe2l bredng is required to achieve member stadlity. __ --- . -- _-'=:BeAdaQ - _ :. :_3o�sla f�6uDDcits f�1:::- __- .;__ __ . SuPPo� roa� Availabte eeywna oeaa ��' snow romi �ooessor� 1-Trimmer-SPF 3.00" 3.00" 2.70" 2578 116 4286 6980 None 2-T�immer-SPF 3.00" 3.00" 1.90" 1880 81 2946 4907 None Tributary Dead Floor Lhe Snow LOadS Locadon(Side) WIdM (Q.90) (1.00) (1.15) Comments 0-Selt Weighl(PLF) 0 to 3'6" N/A 10.4 1-UnHorm(PSF) 0 to 1'3" 2' 15.0 40.0 - Flow-Maln Level 2-Point(Ib) 1'3" N/A 3240 - 5670 Girdei 3-Unifortn(PLF) 1'3"to 3'8" N/A 80.0 - - Wall-Upper Levd 4-Un'rfortn(PSF) 1'3"to 2'9" 10'6" 20.0 - 35.0 Snow-Main 5-Uniform(PSF) 1'3"to 3'8" 1' 15.0 40.0 - Floor-Maln Lev� Linked from:Master 6-Point(Ib) 2'9" N/A 597 - 1011 Bath Window Side, Su 1 Weyerhaeuser Nobes �SUSTAINABIE FORESTRY INITIATNE Weyerhaeuser warrar�UiM the sizing of its products wllt be in aaordance with Weyerhaeuser produd desk�n uiteria and published design values. Weyerhaeuser expressly disclaims any otlier warranties rela6ed to the software.Refer to curreM Weyerhaeuser Iiterature for installation details. (www.waodbywy.com)Accessories(Rim Board,&ocking Panels and Squash BbckS)are not designed by this software.Use of this soRware is not in�to drcumvent the need for a design profeuional as d�ermined by the authaity having juri,dictlon.The designer of reoord,builder w fiamer is responsible to aswre that this pkulation is oompaGble wfth the overall projed.Products manufaRured at Weyerhaeus�facilitles are third-party certified to sustainade forestry standards.W�aeuser Engineered Lumber Praducts have been evaluated by ICC ES under technipl reports ESR-1153 and ESR-1387 and/ar tested in aaordance with applkable ASTM standards. For current code evaluation reports refer to http://www.waadbywy.com/services/s_CodeReporfs.aspoc. The produd appikatlon,input design loads,dfinensions and support information have been provided by Gom�ea;plan dated 9/29/2016. Forte Software operator dob Notes 10/20/2016 3'23'05 PNI Jeftrey Dory,Design Superwsor i;onye�Homes-�H0660 Forte v5.1,Design Engine:V6.5.1.1 Lyman Lumbar Company 730 Lakaview Parb;wa�-:Orono,MN 780 Laxevrew Parkway;Orono. MN.4te (952)470-1866 cvenscn Residence jeff_doty'`a�,lymaNumbar.�om ?0'20i201u":#21554 Paga 9 of 32 `, �� F O R T E 4 Main Level,Dinette�ndow Rear PASSED . 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:12'1" + + 0 0 3�s. �'�; 3.s. .`i; 3,s. 0 0 o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are ho�izontal.;Drewing is Conceptual Desi n Results ncwai��ocasan nxowee a�,K tOF Load:Combination(Paltem) Syste�n:Wall Member Reaction(Ibs) 1945 @ 0 1913(1.50") Passed(102%) -- 1.0 D+1.0 L(Alt Spans) htember rype:Header Shear(Ibs) 1350�9'2 3/4" 2498 Passed(54°k) 1.00 1.0 D+1.0 L(Adj Spans) eui�ang use:rtees�dentiaa� Moment(Ft-Ibs) -1820 @ 3'11 1/2" 3431 Passed(53%) 1.00 1.0 D+1.0 L(Adj Spans) Buil�rg Code:ieC zp12 Live Load Defl.(in) 0.009 @ 10'1 15/16" 0.132 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) oesign MeC�odology:a5D ToWI Load Defl.(in) 0.013 @ 1'10 9/16" 0.198 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(U360)and ll(L/240). •82Grg(Lu):All compression edges(top and bottam)must be braced at 12'1"o/c unless detailed otlierwise.Proper attachmeM aM positioning of lateral bradng is required to achfeve member stability. •Applicable cakulatlons are based an NDS. Besr6q loads bo Supports(Ibs) $UPI�� Total AvalWble Requirod Dead �F� Snow Total Atcessories 1-Trimmer-SPF 1.50" 1.50" 1.53" 945 1001/-125 320 2266/-125 Naie __ _ . _ . _ 2-Tdmmer-SPF 8.00" 6.00^ 3J4" 2047 27ll 490 5254 None 3-T�immer-SPF 8.00" 8.00" 3.74" 2047 2717 490 5254 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 715 1001/-125 176 1892/-125 None Tribufary Dead Floor Lhe Snow Loads �.ocaeon�siae) wwm �0.90� �i.00) (i.is� commencs 0-Self Weight(PLF) 0 to 12'1" N/A 7.0 1-Uniform(PSF) 0 to 12'1" 14' 15.0 40.0 - Fbor-Upper Level 2-Un'rfortn(PLF) 0 to 12'1" N/A 80.0 - - Wall-Upper Levd 3-Unfiorm(PSF) 0 to 12'1" 3' 20.0 - 35.0 Snow-Maln 4-Un'rfortn(PLF) 0 to 12'1" N/A 100.0 - - Wall-Gable Linked from:Master 5-Point(Ib) 0 N/A 230 - 144 BaM WYidow Rear, su rt i Weyerhaeuser Notes �wsT�uw�s�r-o�tEstar wmarnE Weyertweuser warranls diat the sizing of Its produds wlli be in aaordance wifh Weye�ser produd design aReria and pudahed design values. Weyeifiaeuser pcpressly dlsdaims arry otfier warrarqks reJa6ed bo the software.Refer to anent Weyerhaeuser lit�ature far IrWalWtlon deta�ls. (www.woodbywy.can)Accessories(Rim Board,&od�irg Pands and Squash&ocks)are rat designed by this software.Use of this software is rwt intended to dreumvent fhe need for a design professional as determined by the aiMiority havirg jurisdktlon.The designet pf re�prd,buqd�a framer is responsible to aswre that this pkulatlon is compatible with the overall projeU.Praducts manufactured at Weyeihaeuser fatilifks are third-party cerlifled to sustainable forestry standards.Weye�iweuser Engineered Lurnber Products have been evaluated by ICC ES under bechnlol reports ESR-1153 and ESR-1387 and/or tested in accordance wRh applkable ASl'M standards. For curteM code evaluation reports ref�to http://www.waodbywy.wnUservioes/s CodeReports.aspu. The praduct application,Input design loads,dimensbns and support intortnatlon have been provided by Wnyea;plan dated 9/29/2016. Forte Software operator ,Job Notes 10/20/2016 3:23:05 PM Jeffrey Doty.Design Supervisor Gonyea Homes-GH0660 FoRe v5.1,Design Engine:V6.5.1.1 - Lyman Lumoer Company 780 Lakavievi Parkway;Orono,MN 780 Lakeview Parkway:Orono, MN.4te �95214704866 Evenson Residenca �er7 ao�y@iy��2�n,mb�r.�om �o�zo;zo�s;ttz�ssa Page 10 oF 32 ' �, �� F 0 R T E 0. Main Level,Dinette Window Side PASSE� 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'9" + + 0 0 3'G a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Actaa��Locadon Allowed Rewk LDF Load:CombinaHon(Patbem) System:Wall Member Reactfon(Ibs) 1274�0 1913(1.50") Passed(67°k) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 665 @ 10 3/4" 2872 Passed(23%) 1.15 1.0 D+1.0 5(All Spans) Building Use:ResidenHal Moment(Ft-Ibs) 1194 @ 1'10 1/2" 3946 Passed(30%) 1.15 1.0 D+1.0 S(Ali Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.006 @ 1'10 1/2" 0.125 Passed(U�99+) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.011 @ 1'10 1/2" 0.188 Passed(U999+) -- 1.0 D+1.0 S(All Spans) •Defledion ui6erW:LL(U360)and TL(L/240). •&acing(Lu):All compression edges(top and bdiom)must be b�at 3'9"o/c unle;s detalled otherwise.Proper attachmeM and posidonirg of lateral bracirg is required to achieve memb�sqWfity. •ApplipWe cakuladons are based on NDS. Besrinq Loads to Supports(Ibs) SuPPo� rwa� Availabie r�eyuirea oesa � snow roa� �coessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 585 75 689 1349 None 2-Tdmmer-SPF 1.50^ _1.50"_ 1.50" 585 75 689 1349 None _ _ Tributary Dead Floor Live Snow LOa�IS Locafion(Side) W(dfh (0.90) (1.00) (1.15) CommeMs 0-SeK Weight(PLF) 0 to 3'9" N/A 7.0 1-UnHortn(PLF) 0 to 3'9" N/A 80.0 - - Wall-Upper Levd 2-Un'rform(PSF) 0 to 3'9" 10'6" 20.0 - 35.0 Snow-Main 3-Uniform(PSF) 0 ta 3'9" 1' 15.0 40.0 - Floor-Main Levd Weyerhaeuser Nabes _ _ /�� . . . . - . . . .. .. .. . . .. .. ...- .. .. . (lS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrarrts that fhe sizing of its productr will be in attordance with Weyelhaeuser product design aiteria and published design ralues. Y Weyerhaeuser expressly disclaims any otfier warrar�ies rdated to tfie software.Refer to curreM Weyerhaeuser Ilterature for instalWtion detais. (www.woodbywy.com)Aaessories(Rim Board,Bloddng PanNs and Squash Bbcks)are r�desiyr�ed by this software.Use of thb software is not IMended to drcumvent the need for a design professional as determined by the autlwrity havirg juHsdkdon.The designer of 2cord,bullder or framer is responsible to assure that this calcuWtlon is compadble with the overall project Products manufactured at Weyerhaeuser fadlldes are third-party certlfied to sustainable faestry sqndards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested In aaordance with applicable ASTM standards. For curre�t code evaluatlon reports refer to http://www.wupdbywy.com/servkes/s_CodeReports.aspx. The product applkadon,inqrt design loads,dimensions and support infortnation have been provided by Gonyea;plan da6ed 9/29/2016. Forte Software operator ,lod Notes ' 10/20/2016 3'23:05 PM Jeffrey Doty.Design Supen�isor Gonyea Nomzs-GH0660 Forte v5.1,Design Engine:V6.5.1.1 Lyman LumUar Company 780 Lakeviaev?a;k�vay:Orono,MN 730 Lakeview Parkway:Oronu, MN.4te (952)470-43ti6 Evenson ResiCen::e � jetf_tlory!�IymaNumbercom 10120�201G',#2155z Page 11 of 32 ` ��0 Q � c ` Main Level,Great Room Window PASSEQ� , ' �� 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:13'7" ' + 0 0 c,: 4. �-' 4. a�;' 4. o a o 0 All locations are measured from the out�de face of left support(or left cantilever end).All dimensions are horizontal.;Drewing is Conceptual De51 n Results Actual�Locatlon Allowed Rewk LDF losd:Combination(patbam) System:Wall Member Reaction(Ibs) 2821 @ 13'7" 2869(1.50") Passed(98%) -- 1.0 D+0.75 L+0.75 S(Ait Spans) �ber Type:Meader Shear(Ibs) 3688 @ 5'6 3/4" 4308 Passed(86%) 1.15 1.0 D+1.0 S(Adj Spans) su��ng use:Res�dentWl Moment(Ft-Ibs) 4828 @ l i'6" 5919 Passed(82%) 1.15 1.0 D+1.0 S(Alt Spans) Buildirg Code:IBC 2012 Live Load Defl.(in) 0.018�i l'6 1/16" 0.149 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Desi9n Methodology:aSD ToWI Load Defl.(in) 0.029 @ 11'6 9/16" 0.223 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) •Deflection aiteria:LL(U360)and TL(U240). •&adng(Lu):All compression edges(top and botWm)must be braoed at 12'8 5/8"o/c unless detailed dherwise.Proper attachmeM and positlonlrg of lateral dadng is required to achkve member stabiliry. •Applkable akulatlons are based on NDS. 8earie9 Loads to Suppotts(tl») Supports roa� ava�lawe Reyu�rea ueea � seow roa� Aao�ories 1-Trimmer-SPF 1.50" 1.50" 1.50" 1094 805/-99 1353 3252/-99 None 2-himrrier-SPF 8.00" 8.00" - 4.12" 3276 2181 3964 9421 None _ . _ 3-Trimmer-SPF 8.00" 8.00" 3.91" 3179 2181 3559 8919 None 4-Trimrrier-SPF 1.50" 1.50" 1.50" 1165 805/-99 1403 3373/-99 None Tribufary Dead Fbor Live Snow LOddS Loatlon(Slde) Width (0.90) (1.00) (L15) �ts 0-SeH Weight(PLF) 0 to 13'7" N/A 10.6 1-Unifortn(PSF) 0 to 13'7" 10' 15.0 90.0 - Roor-Upper Levd 2-Uniform(PLF) 0 to 13'7" N/A 80.0 - - Wall-Upper Level 3-Uniform(PSF) 0 to 3' 15 6" 20.0 - 35.0 Snow-Main Linked from:Masber 4-Point(Ib) 3' N/A 402 - 855 Bedroom Window, Su 1 Linlred from:Master 5-Point(Ib) 6'3" N/A 1955 - 3393 Bedroom Window, Su 2 Unk�ad from:Master 6-Pant pb) 11'6" N/A 1919 - 3334 Bedraom Window, Su 3 Weyerfiaeuser Notes ^ Weyerhaeuser warraMs that the sizing of its produds will be in aaordance with W lQJ SUSTAINABIE FORESTRY INITL4iiVE eYe��P�uct desi�criterfa and pudlshed design values. � Weyerhaeuser expressly disdalms any other warcantles related to the software.Refer to arrent Weydtweuser ITherature for InstalWtlon details. (www.woo�ywy.com)Aocessories(Rim Board,Blocldng Panels and Squash&aks)are not designed by this sdtware.Use of this software is not iM+eiMed to circumvent the need for a design professional as determined by the aW�ority having jurisdictlon.The desgner of record,builder or frarr�is responsA�le to assure tlwt fhis pkuWtion is uxnpadble wRh the overall project.Products rrwnufacWred at Weyelhaeuser fadlitles are third-party certlfled to sustainade forestry starWards.Weyeihaeuser Engir�eered Lumber Productr have been evaluated by ICC ES under 6ed�nical reports ESR-1153 and ESR-1387 and/or tested in aaordance wRh appliable ASTM standards. For arreM cade evaluadon reports refer to http://www. woodbWry•com/services/s_CodeReports.aspoc. The praduct applicatlon,inqrt deslgn bads,dimensions and support informatlon have been provided by Gonyea;plan dated 9/29/2016. Forte Sottware operator dob Notes 10/20/2016 3:23:05 PM Jeftrey Doty.De;ign Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 Lyman Lumbzr Company i 90 Lakeview Parkway;Orono.MN 780 Lakeview Parkway;�l'OnO, MN.4te j952)470-4866 cvenson Residenc2 je�f_doty@lymanlumber.com �ar2o;2o�s:uzissa Page 12 of 32 ' . ,i�i�O R � � F ,� Main Leven Drop Beam over FoyedGreat Room(H) FASSED �� 3 piece(s) 1 3/4 x 9 1/2 2.OE Microtlamp LVL Overall Length:10'6" + + 0 0 � 10 s� � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual D@Si n Re5U115 Actual�Loeatloa Allowed RrsuR LDF Load:Combination(Patbem) System:Floor Member Reaction(Ibs) 5783 @ 1 1/2" 11419(3.00") Passed(51%) -- 1.0 D+1.0 L(All Spans) Member 7ype:Drop eeam Shear(Ibs) 4515 @ 1'1/2" 9476 Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Bwidfn9 Use:ResideMta� Moment(Ft-Ibs) 13019 @ 4'9" 17662 Passed(74%) 1.00 1.0 D+1.0 L(All Spans) Bunding Code:IBC 20i2 Live Load Defl.(in) 0.251 @ 5'1 9/16" 0.342 Passed(U490) -- 1.0 D+1.0 L(All Spans) Design Metlio�logy:ASD Total Load Defl.(in) 0.350 @ 5'1 9/16" 0.512 Passed(U351) -- 1.0 D+1.0 L(All Spans) •DefieCdon aiteria:LL(L/360)and lt(U240). •BraGng(Lu):All campression edges(top and bottom)must be braced at 10'6"o/c unless d�ailed otherwise.Proper attachment and positionirg of lateral bradng is required to adiieve member stabllity. _____�AeinD --- - --:JdrAd�2R5uRRa�.1Ws1 _.. SU�101#S Total Available Requtred DeaA � Total Accessorias 1-Trimmer-SPF 3.00" 3.00" 1.52" 1633 4150 5783 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 1164 2900 4064 None TriMrtary Dead Floor LNe LOddS Locatia�(Side) Widtl� (0.90) (1.00) Comme�Ks 0-Self Weight(PLF) 0 to 10'6" N/A 14.5 t-Uniform(PSF) 0 to 6'(froM) 21'10 1/2" 15.0 40.0 Floor-Upper Level 2-Uniform(PSF) 6'to 10'6"(FroM) 10' 15.0 40.0 Floor-Upper Level Weyerhaeuser Nobes _ ^. (�j)SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser warrards that the slzing of its produc�tr wlll be in aaordance with Weyerhaeuser product design crfteria and pudished design values. �_ Weyertweuser�sly�isdaims arry other warrandes related to the software.Refer to arreM Weyerhaeuser Bterature far installatlon details. (www.woodbyvay.com)Accessorie5(Rim 8oard,&oddng Panels and Squash&aks)are not designed by thts software.Use of this softarare is not intended to drcumveM the need for a design professional as d�ermined by the authority havfng�wisdkdon.The designer of reaord,buAder or framer is responsible to assure that tfiis wiculatlon Is campatlble with the overall project.Produds manufactured at Weyerhaeuser faalitles are third-party certlfled to susqlnable forestry�andards.Weyerhaeuser Engineered Lumber Products have bcen evaluated by ICC ES wMer Oed�nfcal reports ESR-1153 and ESR-1387 and/w tested In accordance wfth apptlable ASTM standards. For curtent cade evaluatlon reports refer to http://www.woodbywy.com/services/s_CadeReports.aspx. The product appGcation,Input design bads,dimensbns and wpport infomatlon have been provided by Gonyea;plan date�l 9/29/2016. Forte Sottware Operator dob Notes 10/20/2016 3:23:05 PM ,leffrey Doty,Design Super✓isor Gonyea Homes-3HooG0 Forte v5.1, Design Engine:V6.5.1.1 Lym;n Lumber Comp�ny �so�ake��ia4v a��k�N�y;o�o�o.n,iN 780 Lakeview Parkway;Orono, MN.4te (952)4'0-4$66 Evenson Rzsidenca jeff_tloty�lymar.lumbe•.��am i�,�20�20�16;s��1554 Page 13 of 32 :s�i�O D � � " Main Level,Drop Beam over Hallway/Kitchen(H) PASSED '�� 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'7" + + 0 0 3'4' o a All bcations are measured from the outside face of left support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results ndvat @�ocawoo a�wrea aesue �oP toaa:combinahon(vauern) syst�n:Fbw Member Reaction(Ibs) 2729�0 2869(1.50") Passed(95%) -- 1.0 D+1.0 L(All Spans) Member rype:Drop eeam Shear(Ibs) 1364 @ 10 3/4" 3746 Passed(36%) 1.00 1.0 D+1.0 L(AI�Spans) su�Wirg use:Residentia� Moment(Ft-Ibs) 2445�1'9 1/2" 5147 Passed(47�/0) 1.00 1.0 D+1.0 L(All Spans) euildtrg Cade:IBC 20i2 Live Load DeFl.(in) 0.010 @ 1'9 1/2" 0.119 Passed(U`�9+) -- 1.0 D+1.0 L(All Spans) Design Metfiadology:aSo Total Load DeFl.(in) 0.014 @ 1'9 1/2" 0.179 Passed(U999+) -- 1.0 D+1.0 L(All Spans) •DeflecUon crPoeria:LL(L(360)and TL(LJ240). •&acing(Lu):All compression edges(top and boGom)must be braced at 3'7"o/c unless detailed othemise.Proper altadttneM and positlonirg of Iaterai brdcing is required to achfEve member stabilily. •Applicable cakuWtlor�s are based on NDS. Bearinq LoadstoSuppats(kn) SupPo� Tora� nraib�e Eeeyuorea oesa � rorai noo�,or� 1-Trfmmer-SPF 1.50" 1.50" 1.50" 758 1971 2729 None _ _ _. .. _ _ _ _ _. 2-Tdmmer-SPF 1.50" 1.50" 1.50^ 758 1971 . 2729. None Tribubry Dead Ploor Lhe LOddS Lotation(51de) VYidth (0.90) (1.�) Comme�s 0-Self Weight(PLF) 0 to 3'7" N/A 10.6 1-UnHortn(PSF) 0 M 3'7"(FroM) 2T 6" 15.0 40.0 Fbor-Upper Level Weyerhaeuser Notes ^� . .._ . _ . .. _ ._.. . .. ._ . ... . . . . . _. . . . `�)SUSTAINABLE fORESTRY INITIATNE Weyerhaeuser warrarrts that the sking of its praducts wNl be in a000rtlance wifh Wey�user product design criteria and published design values. y Weyefiaeus�e�ressly disdaims a�ry oN2r warraMks related to the soRwa2.Refer to curreM Weyerhaeuser IlteraWre for UKtalWtion details. (www.woodbywy.com)Accessaries(Rim Board,&oddng Par�els and Squash Bbcks)are not dPsigned by this software.Use of this software is not intended to circumvent tlie need for a design professional as d�ermined by the authority havirg jurisdktion.The designer of recad,builder a frarr�is responsible to assure that this plculation is compatlble with the ove211 project.ProduQs manufact�red at Weyerhaeuser fadlitles are third-party certlfied to sustafnable forestry s�ndaids.Weyerhaeusei Enginee�ed Lumber ProduRs have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in aaardance with applkable ASTM standards. For arteM cade evaluation reports refer to http://www.woodbyvJy.canJservkesJs_CodeReports.aspoc. The praduct applkatlon,input design loads,dirt�ensfons and wpport informatlon have been provided by Gonyea;plan datad 9/29/2016. Forte Sottware operator .lob Notes 10l20/2016 3:23:05 PNl Jeffrey Doty,Design Supervisor Gonyea Hanes-GH0660 Forte v5.1, Design Engine:V6.5.1.1 Lyman Lumber Company 780 Lakavie�v Park�vay;Orono.^a1N 780 Lakeview Pa�kway;Orono. MN.4te ;952)i70-4966 Evenson Residencz � jeff_,ioty.,,�'`,ly�nanlumber.rom t0I2Gr�01S:Y21554 Page 14 of 32 ` ,, ,�_�r O D � � a - Main Level,Flush Beam over Hallway(H) PASSED '" r '� 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrandp LSL Overali Length:7' + + � o 0 z n � �� a � All locations are measured from the outside face of ieft support(or leR cantilever end).All dimensions are horizontai.;Drawing is Conceptual De51 n Results Aclual O Locallon Allowed Resuk LDF Load:Combination(Pattam) System:Roor Member Reaction(Ibs) 4115�6'10 1/2" 7613(3.00") Passed(54�/0) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2884 @ 1'1/2" 6872 Passed(42%) 1.00 1.0 D+1.0 L(Ail Spans) euilding Use:Residentlal Moment(Ft-Ibs) 6595 @ 3'6 3/16" 10422 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) &tllding Code:IBC 2012 Live load Defl.(in) 0.122 C 3'6 1/16" 0.169 Passed(U�6) -- 1.0 D+1.0 L(All Spans) Des�gn Merhodology:aso Total Load Defl.(in) 0.169 @ 3'6 1/16" 0.338 Passed(L/480) -- 1.0 D+1.0 L(All Spans) • Deflection viteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'o/c unless detailed otherwise.Praper a�ment and positlorni�ng of iat�al badng is required to achfEwe member staWlity. -- --- __:_-�esrina :_ _l:Qad�.sos.upuo�tsfms) _ : - _ SUPP�� Total Available ReqUtrld DeaA � Totai Aoanssorles 1-himmer-SPF 3.00" 3.00" 1.51" 1069 2754 3623 None 2-Trimmer-SPF 3.00" 3.00" 1.62" 1149 2966 4115 None Tributary Dead Floor Lhre LOddS Lootion(SWe) WWth (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to T N/A 10.4 7-Unffortn(PSF) 0 W 1'(FroM) 16' 15.0 40.0 Fbor-Upper Level 2-Unifortn(PSF) 1'to 6'(Front) 21' 15.0 40.0 Flaor-Upper Level 3-Unifortn(PSF) 6'to 7'(FroM) 22' 15.0 40.0 floor-Upper Level YVeyerhaeuser Notes �susraiNns�r�oaEsrnv iNrrwnve Weyertiaeuser warrards that the sizing of Its products wlll be in aawdance with Weyert�aeuser product design cri6eria and pud(shed design values. Weyerhaeuser e�ressly disdaims any odier warranUes related to the software.Refer to curreM Weyerhaeuser literature for installallon d�ils. (www.woodbywy.com)Aaessories(Rim BoaM,Bbcldng Panels and Squash Bbcks)are not de5igned by thls software.Use of this soRware Is not intended to circumveM tlie need far a design professional as detert�uned by the authority haviry iurisdictbn.The deslgner of record,buildei or frarner is responsble to aswre that this okuWtla�is canpadble with fhe overall pro�ect.Products manufactured at Weyerhaeuser fadlitles are third-party certlfied to sus�lnade forestry standards.Weyerhaeuser Engl�Lumber Products have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/w tested in aaordance with applioble ASTM standards. For curreM code evaluadon reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product applkatlon,inqrt design loads,dirtiensbns and wpport infomwtlon have been provided by Gonyea;plan dated 9J29/2016. Forte Software Operator Job Notes 10/20/2016 3:23:05 PM Jaffrey Oory,Design Supen�isor Gonyea Homes-3H06S0 Forte v5.1,Design Engine:V6.5.1.1 Lyman Lumber Company 780 Lake�viaw Pzrkavay:Oronu,PAN . 78O LBk2VlBW P�fRWBy;Orono, MN.4te ��;552)470-48b'6 Evenson Rasidence jaff.doty@tymanlumbar.�.;om 1p12012096:ik2�1554 ��C�2 1 S Of 32 � i�J F� R T E a Main Level,Foyer Entry Door PASSE� . 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:5'6" + + 0 0 5' _ � Q All locadons are measured from the outside face of left support(or left cdntilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Acdw��ocatlon AYowed rtesuR LDF Load:Combinatlon(Pattam) System:Walt Member Reaction(Ibs) 3760 @ 1 1/2" 5738(3.00") Passed(66%) — 1.0 D+0.75 L+0.75 S(All Spans) Member 7ype:Header Shear(Ibs) 2404�4'S 3/4" 4308 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) auikling Use:ResideMial Moment(Ft-Ibs) 4677�2'8 13/16" 5919 Passed(79%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) �+��9��IBC zo12 Live Load Defl.(in) 0.031 @ 2'8 3/4" 0.175 Passed(U�9+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:aSD Total Load Defl.(in) 0.056 @ 2'8 3/4" 0.262 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflectbn vlteria;LL(L/360)and TL(U240)• •Bradrg(lu):All compression edges(top and b�tom)must be braced at 5'6"o/c unless detailed otherwise.Proper aqachment and posldoning of lateral braGrg is requlred to athieve member stadlfty. •Applicable pkuWtlons are based on NDS. Besdnp Losds to Suppats(Wa) SuPports romi Avaimble Required Dasd � Snow roai �ooe�sorbs 1-Trimrt�-SPF 3.00" 3.00" 1.97" 1678 803 1973 4454 None _. _ _ . 2-Tdmmer-SPF 3.00". 3.00" 1.86" . 1582 547 1973 4102 None . . Tributary Desd Floor Live Snow LOdflS Wtat(on(Side) YYid1fi (0.90) (1.00) (1.15) Conrnents 0-Self Weight(PLF) 0 to S 6" N/A 10.6 1-Unitorm(PSF) 0 to 4'6" 7'6" 15.0 40.0 - Floor-Upper Level 2-Unifortn(PLF) 0 to S 6" N/A 80.0 - - Wall-Upper Level 3-Un'rfortn(PSF) 0 to S 6" 19'6" 20.0 - 35.0 Snow-Main 4-Uniform(PSF) 0 to S 6" 1' 20.0 - 35.0 Sraw-Porch Weyerhaeuser Nptes weyerlweuser warrar�tluwt n,e slzt of Its susraw�s�e wRESTRY�NRwnve t ng products will be in aaordance with WeyeAweuser product desk�n aiteria and published design values. weyertweuser e�ressty dsdaims arry other wartaMies relabed to the soRware.Refer to arrent Weyerhaeuser Gberawre for I�Natlon d�aus. (www.woodbyay.com)Aarssorles(Rim Board,BlocJdng Panels and Squash&ocks)are not designed by this witware.Use of thk softvrare is not iMerWed to circumveM the need for a design professianal as detemdned by the authoriry having jwisdiqion.The designer of remrd,builder w framer is responsible to assure tlwt this alculatlon is campadl�with the overall project.Products manufadured at WeyerFweuser fadlides are fhird-party certlfied to sustainable forestry standa�ds.Weyerhaeuser Engi�Lumber Products have been evaluahed by ICC ES under bechnkal reports ESR-1153 and ESR-1387 and/or tested in accordance wfth apqkable ASTM standards. For arrent cade evaluatlon reports refed to http://www.woodbywy.com/services/s CodeRepwts.aspoc. The produd applkatlon,input deslgn loads,dimensions and wpport infortnatlon have been provided by Gpnyey;pWn dated 9/29/2016. Forte Sottware operator ,lob Notes 10/20/2016 3:23:05 PM Jeffrey Doty,Des-ign Suparvi;or co�ye�,r+omzs-cr+os6o � Forte v5.1,Design Engine:V6.5.1.1 lyman Lumber Company 780 Lakaria�v Parkway:Orona.MN '80 Lakevie�v Parkway;Orono. MN.4te t952)470-?866 t�-en;on Residance � je�f_doty:alymarlumber.com 10/20'2016:�2155d PaGe 16 0(32 ' "✓_�C O � � C � Main Level,O�ce Window PASSED �� 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + + 0 0 _ s� � Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptuai Desi n Results ncwa��oeaaon awwea Result LDF waa:co�natlon�vaeeem� Sysbem:Wall Member Reactfon(Ibs) 2774 @ 1 1/2" 3825(3.00") Passed(73%) -- 1.0 D+0.75 L+0.75 S(All Spans) Membe�Type:Header Shear(Ibs) 1409 @ 1'1/4" 2498 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) sWld�ng use:Resklenaal Moment(R-Ibs) 3086 @ 3'3" 3431 Passed(90%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2012 Live Load DeFl.(in) 0.045 @ 3'3" 0.208 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Design Metlwdology:ASD Total Load DeFl.(in) 0.078�3'3" 0.313 Passed(L/957) -- 1.0 D+1.0 L(All Spans) •Deflectbn criteria:LL(L/360)and TL(LJ240). •Braang(Lu):All campresslon edges(top and bMtom)must be braced at 6'6"o%unless detailed otherwise.Proper attachment and po�doning of lateral b2cing is required bo achieve member staWlity. •Appliable cakuladons are based on NDS. _ _ BeHriny loadstoSuppo�ts{Ibs) . SUp�701t5 Tofal Available Required De�d � Snow Tobl Aa� 1-Trimmer-SPF 3.00" 3.00" 2.38" 1427 1170 625 3222 Nane _ _ _ _ ._ __ _ 2-Tdmmer-SPP 3.00" 3.00" 2.18" 1427 1170 625 3222 None Tributary Dead Fbor Live Snow Loads �«adon�siae� wwm (0.90) �i.00) �i.is� commeMs 0-Self Wefght(PLF) 0 to 6'6" N/A 7.0 1-Unifortn(PSF) 0 to 6'6" 9' 15.0 40.0 - Floor-Upper Levd 2-Uniform(PLF) 0 bo 6'6" N/A 80.0 - - Wall-Upper Levd 3-Unfform(PSF) 0 to 6'6" 2'6" 20.0 - 35.0 Snow-Porch Linked from: 4-Point(Ib) 0 N/A 543 - 391 Bedroom#!4 �ndow Su 1 Linked from: 5-Pant(Ib) 6'6" N/A 543 - 341 Bedroom#4 �ncbw Su 2 Weyerfiaeuser Notes �SUSTAINABIE fORESTRY INITIATiVE Weyerhaeuser warrairts that tlie sizing of its products will be in aaordance with Weyerhaeuser product desgn criteria and pudished design values. Weyerhaeuser expressly dscWims any other warranties related to the software.R�to current Weyerfiaeuser literature for Installation d�aNs. (www.woodbywy.com)Aaessories(Rim Board,Bloddng Panels and Squash Blaks)are not designed by tMs software.Use of this software is not Intended to circumveM the need for a design professbnal as d�ermirred by tlie authority having)urisdktbn.The designer of record,builder or tramer is responsible to aswre that Mis okulatlon is compaNble with the overall projed.Productr manufacd�ed at Weyeihaeuser fddlides are fhlyd-party cerdfled to sustalnable forestry standaMs.Weyerhaeuser Engineered Lurtiber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or bested in accordance with applicable ASTM starKWrds. For curreM code evaluatlan reports rder to http://www.waodbywy.com/services/s_CodeReports.aspx. The product app6catbn,input design loads,dlmensions and support information have been provided by Gonyea;pan dated 9/29/2016. Forte software Operator ,lob Notes 10/20/2016 3:23:05 PM Jeffrey Doty,Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 Lyman lumber Company �ao�ake��W a3�K��y;o��o,ti�n 780 Lakeview Parkway;Orono, h9N.4te (952)470-Sbo6 �venson Residea::2 jeif_,iory;%�i_.lyr.+.aniumoer com �0:2C/=01u;#71554 . P2ge ��Of 32 �'!1 F O R T E 4 Main Level, 1/2 Bath�ndow PASSED � 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand� LSL Overall Length:2'4 1/2" + � 0 0 2• o a All locations are measured from the oufside face of left support(or left cantilever end).All dimensions are horizontal.;Drewing is Conceptual Desi O Results aewa��ocawon awwee ResuR �oP �.osa:comwnaaon(ratcam) system:wa�� Member Reaction(Ibs) 5261 @ 1 1/2" 7613(3.00") Passed(69%) -- 1.0 D+1.0 5(All Spans) Member Type:Header Shear(Ibs) 301�1'1/2" 7902 Passed(4%) 1.15 1.0 D+0.75 L+0.75 5(Ail Spans) ��d��9 Use:Residentlal Moment(Ft-Ibs) 914�1'3" 11985 Passed(8%) 1.15 1.0 D+0.75 L+0.75 S(Ail Spans) ��d��9��IBC 2012 Live Load DeFl.(in) 0.003 @ 1'3" 0.075 Passed(U999+) — 1.0 D+0.75 L+0.75 5(Ail Spans) Des�jn Metlwddogy:ASD Total Load DeFl.(in) 0.006 @ 1'3" 0.112 Passed(U�9+) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflectan aiteria:LL(U360)and TL(L/240). •Bracing(Lu):All compression edges(tap and bottom)must be braced at 2'4 1/2"o/c unless detailed otherwise.Praper attachrnerrt and positloMrg of Wberal bracing fs required to achleve member stability. _r_:_ - _ _- - - --=�°�0-._ __:._:::1�17{Sat.SnAPurhllWs)___ _ _:--_ �� Tofal Avatlable Reyuired Dead � Snow Total Ac�sories 1-Trimmer-SPF 3.00" 3.00" 2.07" 2102 400 3159 5661 None 2-TAmmer-SPF 1.50" 1.50" 1.50" 720 360 847 1927 Nane Tributary Dead Floor Lhre Snow Loads wcation(swe) wwen �0.90) �s.00) �i.is) comme�rce 0-Self Weight(PLF) 0 to 7 4 1/2" N/A 10.4 1-Uniform(PSF) 0 to 7 4 1/2" 8' 15.0 40.0 - Floor-Upper Level 2-Un'rfortn(PLF) 0 to 2'4 1/2" N/A 80.0 - - Wali-Upper Level 3-UniForm(PSF) 0 to 2'4 1/2" 19'6" 20.0 - 35.0 Staw-Main 4-Unffarm(PSF) 0 to 7 4 1J2" 2' 20.0 - 35.0 Snow-Moras Linked from: 5-Pdnt(Ib) 0 N/A 1302 - 2218 Bedroom#3 wndow su z Weyerhaeuser Notes �SUSTAINABLE FORESTRY INITIA7IVE Weyerhaeuser wamarrts that the sizing of its products w�ll be in accordance wRh Weyeihaauer product design criteria and pubiished design values. Weyerhaeuser e�cpressly dsdaims any other warraMies related to the soRware.Refer to arrerrt Weyertweus�IlteraW re for installadon delails. (www.woodbywy.com)Accessories(Rim Board,Bbcldrg Panels and Squash&ocks)are not designed by tMs software.Use of fhis soRware is not iMended to drcumvent the need fa a design professional as detelmined by the authority having juHsdicti�.The designer of recad,buNder a framer Is responstl�le to assure that this pkuladon Is compatlble wRh the overall project.Products manufaUwed at Weyefiaeuser fad�are third-party certlfied to sustainable forestn/standards•Weye�fiaeuse�En9ineered Lumber Praducis have been evaluated by ICC ES under L�nkal reports ESR-1153 and ESR-1387 and/w tested in accordance with applkable ASTM standards. Far arrer�code evaluadon reports refer Eo IMtp://www.wood�ywy.can/servkes/s_CadeReports.aspx. The product applkatlon,input design bads,dimsMais and wpport informatlon have been provided by Gp�yea;pyn dated 9/29/2016. Forte Sokware Operator �ob Notes 10/20/2016 3:23:05 PM Jeffrey Doty,Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 Lymzn lumber Company 780 L-aKeview Parkway:Oronq MN 780 Lakaview Parkway:Orono, MN.4te (9521 a70-48fi6 Evenson Residznc= i�ff_doty@lymantumber.�om 10+20i2Q16:�21559 Page 18 of 3� ' �F O R T E F Main Level,Drop Beam over Front Porch(H) PASSED 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:13'6" + + 0 0 �� n � - ii ii i i� i L � 1'6' �' 12' T 'f a o Alt Iocations are measured from the outside face of left support(or left candlever end).All dimensions are horizontal.;Drawing is Conceptual Desi n R�ults acwa�o�oca�ion ai�vea ResuK lDF �oaa:comwn.non�vamem� syuem:Roor Member Reactlon(Ibs) 1956�1'8 3/4" 10519(5.50") Passed(19%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 1251 @ 2'8 3/4" 4308 Passed(29%) 1.15 1.0 D+1.0 S(AII Spans) Building Use:ResideMWl Moment(Ft-Ibs) 4087 @ 7'6 7/16" 5919 Passed(69%) 1.15 1.0 D+1.0 S(Alt Spans) auilding Code:IBC 2012 Live Load DeFl.(in) 0.142 @ 7'S 5/8" 0381 Passed(U96�) -- 1.0 D+1.0 S(Alt Spans) oes�gn Methodoiogy:nsD Total Load Defl.(in) 0.230 @ 7'S 3/4" 0.572 Passed(U597) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 •Defle�on trkeria:LL(L/360)and TL(U240)• •Overtiang deflectlon aiterW:LL(2L/360)and TL(2L/240). •&acing(Lu):All compression edges(top and bottom)must be braced at 13'6"o/c unless d�ailed otherwise.Praper attachment and positloning of lateral bracirg is required to achieve member stability. •ApplicaMe calalatbns are based on NDS. _ _ Besrinq �oads bo Suppats(qn) Supports rwa� avatmwe rteqwrea oeaa snow rwa� naessories 1-Column-SPF_ _ 5.50" 5.50" 1.50". _ T62 _ 1194 1956__ Blocking _ 2-Column-SPF 5.50" 5.50" 1.50" 595 943 1538 Blodcing •Bbcking Panels are assumed to carry no loads applied directly above tfre�n and the full load is applled to the member being desgned. TribuWry Dead Snow Loads i.ocarwn(swe) vrxnn (0.90� �i.is) comme� 0-Self Weight(PLF) 0 to 13'6" N/A 10.6 1-UnHorm(PSF) 0 to 13'6"(FroM) 4'6" 20.0 35.0 Snow-Porch We eNtaeuser Notes �SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrards that the sizing of its products will be in aawdance witfi Weyerhaeuser produd design criterla and pudished design values. Weyerhaeuser expressly disdaims airy other wamaMles related to the software.Refer to current Weyerhaeuser IlheraWre far installatlon debBs. (www.woodbywy.com)Aocessories(Rim Board,&odcing Panels and Squash&ocks)are not designed by this software.Use of this sottware is rat intended to arcumvent the need far a design professbnal as determined by the authority having jurisdicdon.The designer of record,budder a framer is responsiWe to aswre that this pkulatlon is compadble wRh the overall pro�ed.Products manufactured at Weyerhaeuser fadlitles are lhird-paity oertlfled to sustainable forestry starMards.Weyerhaeuser Engir�eered Lumber Products have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested in aaordance with applicable l�STM slandarcls. For wrreM code evaluation reports refer to hpp://www.vroodbywy.comJservices/s_CodeReports.aspa. The product appYcadon,input design loads,dimensions and support informadon have been provided by Gorryea;qan da0ad 9/29/2016. Forte Software Operator dob Notes 10;2012016 3:23:05 PM Jefirey Dory.Design Supervisor Gonyea Homes-GH0660 FOI't8 V5.1,D2Sign Ellgln2:V6.5.1.'� Lyman'_urnb=r Com^:�ny 7tI0 Lakaview Parkway;Orono,';1N 780 Lakeview Parkway;Orono,MN.4te ;9�?)4'0-1306 Evenson Resid2nca �aif_��oty�a tyma nl umbar can 1 Ul2Dr20�I v:#2 7 SSC Pag2 19 O f 32 , -1�O D � r " Main Level,Drop Beam over Front Porch(V) PASSEO �� 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:T 6" + + o a _ � � � - � � , � , � . , s� r�, = � � All bcatioru are meawred from the outside face of left support(or left cantilever end).NI dimensions are horizontal.;D2wing is Conceptual DCSI n Results AeWal�Location Ailowed Resuk LDF LoW:Combination(Pat6em) System:Roof Member Reaction(Ibs) 1367 @ 4" 7013(5.50") Passed(19%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop e�m Shear(Ibs) 919 @ 1'2 3/4" 2872 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building use:Resider�tlal Moment(Ft-Ibs) 2128 @ 3'9" 3946 Passed(54%) 1.15 1.0 D+1.0 S(All Spans) suilany Code:ISC 2012 Live Load Defl.(in) 0.040 @ 3'9" 0.228 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Metlwdology:ASD Total Load DeFl.(in) 0.065 @ 3'9" 0.342 Passed(U999+) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/i2 •Deflectbn ulteria:LL(U360)and TL(L/240). •Bradng(Lu):All compressbn edges(bop and bottwn)must be braced at 7'6"o/c unless detalled otherwise.Proper attachment and positloning of Wteral brddng Is required to achieve member stadlity. •Appllcable wlculatlons are based on NOS. Betri�W Load�to Suppocts(Ibs) Supports Torai Avaipble rteyu�rea oeaa snow roeai a«�sories 1-Column-SPF 5.50" 5.50" 1.50" 514 853 1367 Blodcing 2-Stud wall-SPP S:iO" 5.50" 1.50" 514 853 1367-- Blodan9 •Blocking Panels are assumed to carry no bads applied tNrectly above tl�em and the full load is applied to the member being designed. Tribufary Dead Snow Loads i.owrton�swe� wiaen �0.90� �i.is� conrnencs 0-Self Weight(PLF) 0 to 7'6" N/A 7.0 1-Unffortn(PSF) 0 to 7'6"(Front) 6'6" 20.0 35.0 Snow-Path Weyerhaeuser Nobes �SUSTAINABIE WRESTRY INITIATIVE Weyerhaeuser warraMs that the sizing of Ils products wlll be in aaordance wifh Weyeitia�product deslgn criberW and pudished design values. Weyerfweuser expressly disdaims arry other warra�related to the software.Refer W arreM Weyeihaeuser IiEerature for inslallatlon detaBs. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by Ws soltware.Use of this soRware is not intended to drcumvent the need for a design professionat as determined by the authority having jurisdicdon.The designer of remnd,buYd�ar framer is responsible to assure that tfils akulatlon is compatlble with fhe overall project.Praducts manufactured at Weyertiaeuser fadlitles are tfiird-party certlfled to sustainable fwestry standards.Weyerhaeuser Ergineered Lurt�er Products have been evaluated by ICC ES under�kal repats ESR-1153 and ESR-1387 arnl/or tctited in accordance wMh applkade ASTM slandaros. For arterrt code evaluation reports refer to http://www.woodbywy.00m/services/s_CodeReporks.aspx. The produd applk.atWn,inqrt design bads,dirt�nsions and wpport infomatlon have been provlded by Gprryea;pan dated 9/29/2016. � Forte Softwar=Operator dob Notes 10/20i2016 3:23:05 PM .lz`rrey Dory,De;ign Supervisor Gonyea Homes-GHOsoO Forte v5.1, Design Engine:V6.5.1.1 Lyman Lumbar��mnany 7AD Lakaview Parkc✓ay�;Orono,MN 780 Lakeview Pa�kway;Orono. MN.4te �9521 4?C-486"c. Evensor,Res��derce jeff_-�oty�lymanlur�ber.com t0i7_0�2015:,�.21554 Page 20 of 32 �J F O R T E w Main Level, 16'Garage Door Opening PASSE� 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand0 LSL Overall Length:20' + � 0 0 � 2� �6� Z� �, ? '� 'f 0 0 All bcations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results actua��ocation anowea Resun tuP- waa:comnlnatlon(vattem) system:wa�� Member Reaction(Ibs) 2786 @ 18'1 1/2" 7613(3.00") Passed(37%) -- 1.0 D+1.0 S(Adj Spans) Member rype:Header Shear(Ibs) 1954 @ 2'11 7/8" 9878 Passed(209�0) 1.15 1.0 D+1.0 S(Adj Spans) Building use:Residentlai Moment(Ft-Ibs) 8779 @ 10' 18346 Passed(48%) 1.15 1.0 D+1.0 5(Alt Spans) Building Code:IBC 2012 Live Load Defl.(in) 0.223�10' 0.54Z Passed(U8�4) _ -- 1.0 D+1.0 S(Alt Spans) Design Metlioddogy:ASD ToWI Load DeFl.(in) 0.579 @ 10' 0.813 Passed(U337) -- 1.0 D+1.0 S(Alt Spans) •DeHection aiteria:LL(U360)and TL{U240). •Overhang deflectlon criteria:LL(2U360)and TL(2L/240). •Brazing(Lu):All compresslon edges(top and bottom)must be braced at 13'7 1/4"o/c unless detaile�atlwwise Proper attathrnent and positionirg of lateral bradng is required to achieve mert�ber sWdlfty. Bearing LoadstoSupPurb(Ibs) Supports roa� avai�me rte�utraa ueaa snow romi nooesso�es 1-Trimmer-SPF 3.00" 3.00" 1.50" 1730 1056 2786 None 2-Trimmer-SPF _ 3.90" 3.00" 1.50" i730 1056 3J86 _ None TribuFary Dead Snow �.Od�15 Lowtion(Stde) Width (0.90) (1.15) Com� 0-Self Weighl(PLF) 0 to 20' N/A 13.0 1-Uniform(PSF) 0 to 20' 3' 20.0 35.0 Snow-fiarage 2-Un'rfortn(PLF) 0 to 20' N/A 100.0 - Wall-Gable Weyefiaeuser Notes gy�SUSTAINABLE FORESTRY INITIA7IVE Weyerhaeuser warraMs that the slzing of Ns produds will be in aaordance with Weyerhaeuser product design aiteria and published design values. �` Weyerhaeuser expressly disclaims any Mher wanaMles related to the wftware.Refer to curtpM Weyefiaeuser lit�ature for installatlon details. (www.woodAywy.com)Aaessories(Rim Board,&aking Panels and Squash Bbcks)are rat designed by this software.Use of this software is not intended to drcumv�t the need for a design professional as de[ermined by the authority having jurisdicdon.The designer�record,builder a framer is responsible to assure that dus okuladon is compatiWe with the ove211 projeU.Productr manufactured at Weyerhaeuser facilities are third-party cerdfied to sustainable Porestry standards.Weyerhaeuser Engineeied Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in aaordance with applkable ASTM sWndards. For arrent code evaluation reports refer to http://www.woodbywy.can/services/s CodeReports.aspx. The praduct applicadon,input design bads,dimensbru and support information have been provided by Gorryea;plan dated 9/29/2016. ' Forte Software Operator Job Notes 10/20;2016 3:23:05 PM � Jaiirey Doty,De�ign Supervisor co�,yea Homes-GH0660 FoRe v5.1,Oesign Engine:V6.5.1.1 � Lyr��.ian Lumb�r Comeany '80 Lakaciaw Parkway:Orono,h1N 780 Lakeview Parkway;Oronq MN.4te I (Q5?1�7C-4865 Evenson Residenca I ie�f do[y`lymanlumber.:om li�^0;2010�.�2155d Page 21 of 32 � �� F 0 R T E � Main Level,9'Garage Door Opening PASSED 3 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:13' + + ° o 2 9� �`---� �_� � � Ail locations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results acwai�weanon Ailowed ReauR tDF waa:comw,udo„�vanm„� sysc�,:wau Member Reaction(Ibs) 5496 @ 1'10 1/2" 5738(3.00") Passed(96%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header Shear(Ibs) 3035 @ 2'11 1/4" 5240 Passed(58%) 1.15 1.0 D+1.0 S(Adj Spdns) Buildirg Use:Residentlal Moment(Ft-ibs) 7949 @ 6'6" 7960 Passed(100%) 1.15 1.0 D+1.0 S(AR Spans) Bulwing Cade:IBC 2012 Live Load Defl.(in) 0.104 @ 6'6" 0308 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) oesign Methodology:psD ToWI Load Defl.(in) 0.160 @ 6'6" 0.463 Passed(U695) -- 1.0 D+1.0 S(Alt Spans) • Defiecdon crfteria:LL(y360)and ll(L/240). •Overhang deflec�on criteria:LL(2L/360)a�TL(2L/240). •BraUng(Lu):All canpression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral d�adng is requlred to achieve membel stability. •Applicable pkulations are based on NDS. Bearing Loads to SuPVaffi(Ibs) $Upp01'!5 Tofal Available Required Dead Snpw Tofal Aaessorles _ 1-Trlmmer,SPF_ 3.Q0" 3.A0" _ 2.87" 2033_ 3462. 5495 . None 2-Trimmer-SPF 3.00" 3.00" 2.87" 2033 3462 5495 None Tribumry Dead Snow LOBdS Locatlon(Side) Width (0.90) (1.15) Comments 0-SeH Welght(PLF) 0 to 13' N/A 12.8 1-Unifortn(PSF) 0 to 13' 1S 20.0 35.0 Sraw-Gerage Weyerhaeuser Nobes Weyerhaeuser wartarks that the sizin9 of Ils produds will be in accwdance wRh Weyerhaeuser praduct design alteria and dished �SUSituw�slE w2Esittv�Niru�rnE W desi9n ralues. Weyerhaeuser express�y disdaims any other warraMks related to tl�e software.Refer to current Weyerhaeuser literature for InstalWtion detads. (www.woodbywy.cam)Aaessaries(Rim Board,Blocking Pands and Squash Bbcks)are not designed by this software.Use of tha soflware is not int�ded to circumveM the need fa a design professional as detertnined by the autlwrity having�urisdicdon.The designer of record,butlder or frampr is responsible to aswre that this pkulatlon is oanpatlble w�th the overall projed.Produds manufactured at Weyerhaeuser faaUdes are fhird-parly certlfied to suslainable forestry slandards.Weyertweuser Ergineered Lumber Products have been evaluated by ICC ES under technioi repats ESR-1153 and ESR-1387 and/a tested in aaordance wRh applicable ASTM standards. For currerd code evaluatlon reports refer M http://www.woodbywy.can/servkes/s_CadeReports.as�c. The product applicatbn,input design loads,dimensbns and wpport infortnation have been provided by Gorryea;pyn dated 9/29/2016. Forte Sokware Operator Job Notes 10/20/2U 1 G 3:23:05 PM Jefirey�oty.Desiyn Supervisor Gonyea Homes-GH0660 Forte v5.1, Design Engine:V6.5.1.1 Lyman Lumber Company �ao�ahe�iew?arkW3y�,c�ono.naN 780 Lakeview Parkway;Orono, MN.4te (952)9?0-4866 Evenson Resid2nr,2 jeff_doty:a�iyma�iumbar�or*; 10!20;_O�lo'�.�2'1554 P��e QZ Of 32 � Main Level,Flush Beam over Garage(H) PASSEG • � �F 0 R T E � 2 p;�e�s� 13�4„ X 91�2" 2.OE MicrollamQ LVL Overall Length:8' + + 0 0 - � - , � , � 8. � 'f o a All locations are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal.;Drawing is Conceptual Desi n Results acwa��ocae�on aio�rea rtewn LDF Wad:Combination(Pattem) syseem:Fioor Member Reaction(Ibs) 5930 @ 3" 5930(2.26") Passed(100%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4830 @ 1'1/2" 7265 Passed(66%) 1.15 1.0 D+1.0 S(All Spans) BWld�ng use:Res�deMial Moment(Ft-Ibs) 12648�4'6 1/16" 13541 Passed(93%) 1.15 1.0 D+1.0 S(All Spans) suil�ing Code:IBC 2012 Live Load DeFl.(in) 0.162 @ 4'1/16" 0.185 Passed(U�8) -- 1.0 D+1.0 S(All Spans) Des�gn Methodaogy:ASD Total Load DeFl.(in) 0.285 @ 4'1/16" 0.371 Passed(L/312) -- 1.0 D+1.0 S(All Spans) •Deflectlon criteria:u(U480)arxl TL(y240). • &acing(Lu):All compression edges(top and bottom)must be braced at 5'S 1/4"o/c unless detailed otherwise.Proper adachmeM and posftioning of la[eral bracing is required to achieve member stadlity. ::- -- -_-_:s.B�11r1�19_ _ : _.r.10M1l��tlhe�'.::._ _ SU�pO1T5 Total AVailable Required D�ad � Snow Total Aaaeoso� 1-Hanger on 91/2"SPF beam 3.00" Hargers 2.26" 2741 950 3534 7225 See note 1 2-Coiumn-SPF 5.50" 5.50" 2.07" 2386 970 2866 6222 &adci�g •Bbddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the rt�nber being designed. •At harger supports,the ToWI B�rirg dimensbn is equal to the width of the material that is supporting tlie hanger • 1 See Cannedor grid bebw for additlonal iMortnation and/or requiremeMs. Connector:Sim son Stron -Tie Connectors Support Model S�t Lenqth Top Nails Face Nails Member NaYs AccessoHes 1-Face Mount Hang� HGU5410 4.00" N/A 46-i6d wmmon 1616d double shear Ttibufary D�d Floor Lhre S�aw LODdS Loatloe j5ide) Widtl� (0.90j (3.00) (3.15)_ Comme�s 0-SeK Weight(PLF) 3"to 8' N/A 9.7 1-Unifortn(PSF) 0 to 8'(Front) 6' 15.0 40.0 - Floor-Upper Level 2-UniFortn(PSF) 0 to 8'(FroM) 3' 20.0 - 35.0 Snow-Maqs 3-Unifortn(PLF) 0 to 8'(FroM) N/A 80.0 - - Wall-Upper LeveJ 4-Un'rfortn(PSF) 0 to 4'(FroM) 19' 20.0 - 35.0 Snaw-Main 5-Unffortn(PSF) 4'to 5'(Front) 19'6" 20.0 - 35.0 Srww-Main Linked from: 6-Point(Ib) S(FroM) N/A 1302 - 2218 Bedroom#3 �rdow Su 1 Weyefiaeuser Notes 45USTAINABLE FORESTRY INITWTNE Weyerhaeuser warrards that the sizing of its praducts will be in accordance with Weyefiaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warrantles reJated to the software.Refer to curcent Weyerhaeuser liberature for InSpiWtlon detaNs. (www.woo�ywy.aom)Accessories(Rim Board,Bloddng Pands and Squash Bbcks)are rwt designed by tFds saRware.Use of this soRware is not iMended to drcianvent the need for a design professional as determined by the auUwrity having Jurisdiction.The designer of recad,builde or framer is respons�le to assure that fhis pkulatlon is compatlble with the overall pro�ct.Produds manufactured at Weyerha�ser faciliGes are third-party certified to sustainable forestry sFandards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical repats ESR-1153 and ESR-1387 and/or bested in accordance w�h applkable ASTM standards. For currerd code evaluatlon reports refer to http://www.woodbywy.cortyservices/s_CodeReports.as{nc. The product applicatlon,input design loads,dimensbns and wpport information have been provlded by Gorry�;plan dated 9/29/2016. Forte Software operator Job Notes 10/20!2016 3:23:05 PM �e�frey Dory.Desiyn Supervisor Gonyea Homes-GH066C Forte v5.1. Design Engine:V6.5.1.1 l.yrnan Lumoer Company 780 Lak�.-iaw Parkway�Oronu,��iN 780 Lak2view Parkway;Or.nno, MN.4te � (552)47�-4606 Evenson Res,eance �etf_doty',.�IymanP.imner.com 10%?Oi?0�16�.�21554 Page 23 of 32 - �F 0 R T E ¢ Main Level,Mudroom Entry Door �ASSED , 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'1" + + 0 0 - y 1 p^ � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual De51 n Results AcWa�O Locadon ARowed Resuk LDF toad:Combination(PaNem) Sys�rn:Wall Member Reaction(Ibs) 1760 @ 0 1913(1.50") Passed(92%) -- 1.0 D+1.0 L(All Spans) Member 7ype:Header Shear(Ibs) 737 @ 10 3/4" 2498 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) BuiWing Use:Residentlal Moment(Ft-Ibs) 1356 @ 1'6 1/2" 3431 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) ewidi�g Code:[eC 2o1z Live Load DeFl.(in) 0.006�1'6 1/2" 0.103 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:nSD ToWI Load Defl.(in) 0.008 @ 1'6 1/2" 0.154 Passed(U�1+) -- 1.0 D+1.0 L(All Spans) •Deflectlon cri6e�ia:LL(U360)and TL(L/240). •Bracing(Lu):All compressbn edges(top and bottom)must be braced at 3'1"o/c unless ddailed otlierwlse.Proper attxhment and positloning of lateral bradrg is required M achleve member stability. •Applicable okulatlons are based on NDS. Bea►oW Loads bo 5uppais(Pos) SuPp�� Toa� Avau.ae neyutrea oeaa � Tota� naoessorias 1-Trimrner-SPF 1.50" 1.50" 1.50" 488 1272 1760 None 2-Tdmmer-SPP _ __ 1.50" 1.50" 1.50" 488 _1272 1760 None _ _ TribuFary Dead Floor Live Loads �«anon�s�ae� wwm �0.90� �i.00� commen�s 0-SeB Weight(PLF) 0 LO 3'1" N/A 7.0 1-Uniform(PSF) 0 to 3'1" 20'7 1/2" 15.0 40.0 Floor-Upper L.evel Weyerhaeuser Nobes Wey2M122U5E�W3rt�flt5 UWt th2 S�Z� Of It5 � SUSTAINABLE FORESTRY INITIATNE �9 Products wiN be in aaadance with Weyellweuser product design aiteria and published design values. Weyertroeuser e�ressly disdaims any otlier warranUes related to the software.Refer to arrent Weye�fiaeu�HGerature for insfallatlon d�ils. (www.woodbywy.can)Acoessaries(Rim Board,Blacking Pands and Squash Bbcks)are not desig�ed by this soRware.Use of this softv�rare is not intended to dreumveM the need for a design professbnal as detenrNned by the autlwrity having jurisdkUon.The designer of recard,builder or framer is responsible bo aswre that fhis akulatlon is oompatlWe with fhe werall pro�ect.Producis manufactwed at weyertaeuser facllitles are third-party certified to sustainable forestry standards.Weyerhae�ser Engi�Lumber ProduUs have been evaluated by ICC ES urder techniol reporla ESR-1153 and ESR-1387 andJor tested in attordance with applkade ASfM standards. For amenk code evaluatlon reports refer to http://www.woodbywy.mm/services/s_ as CodeRePa'ts• Px• The product appicatlon,inqrt design bads,dimenslons and wpport infomiatlon have bcen provided by Gorryea;plan dated 9/29/2016. Forte Sottware Operotor dob Notes l 0i 20/2016 3:23:05 Ph1 Jeffrey Dory,Design Supervisur Gonyea Homes-GH05n0 Forte v5.1. Design Engine:V6.5.1.1 Lyman L�mbar Company 760 Lakeview Parkwa��:Orono.MN 780 Lakeview Parkway;Oronq MN.4te '552)q70}g66 Evenson Residence jaff_doty�alymanlumber.com 10120/2D16;#2�SF4 Page 2:�Of 3� � �� F� R T E 5 Lower Level,Sport Court Patio Door P�6SSElJ 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + 0 0 6' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results nca+a��ocsaoo arowea aesuK �oR �oaa:comnin.�(vattmn� system:wan Member Reactlon(Ibs) 3496 @ 1 1/2" 5738(3.00") Passed(61%) -- 1.0 D+1.0 5(All Spans) Member Type:Header Shear(Ibs) 2398 @ 1'1/4" 4308 Passed(569�0) 1.15 1.0 D+1.0 S(All Spans) euilding Use:ResideMial Moment(Ft-Ibs) 5252 C�3'3" 5919 Passed(89%) 1.15 1.0 D+1.0 S(All Spans) Bullding Code:IBC 2012 Live Load DeFl.(in) 0.043 @ 3'3" 0.208 Passed(U9�9+) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD ToWI load DeFl.(in) 0.089 @ 3'3" 0.313 Passed(U�4) -- 1.0 D+1.0 5(Alf Spans) •Defiectbn criteria:LL(U360)and TL(U240). •&acing(Lu):All compression edges(top and b�kom)must be braced at 6'6"o/c unless detailed otherwise.Proper atqchment a�posidonirg of lateral bracing is requfred ta achieve member stability. •Applicable calculations are based on NDS. Bear4q . . Losds to Supports(Ibs) Supports rwai aYai�aae neyuirea oeaa �� snow rowi noaesso�es 1-Trimmer-SPF 3.00" 3.00" 1.83" 1789 260 1706 3755 None _ _._ _ _ . - . 2-Trimmer-SPF 3.00" 3.00" 1.83" 1789 260 1706 3755 None Tributary Dead Ploor Live Snow LOadS Locadon(Side) Width (0.90) (1.00) (1.1� Commants 0-Self Weight(PLF) 0 to 6'6" N/A 10.6 1-Un'rform(PSF) 0 to 6'6" 1' 15.0 40.0 - Floor-Mafn Levd 2-Unifortn(PLF) 0 to 6'6" N/A 90.0 - - Wall-Main Level 3-Unifortn(PSF) 0 to 6'6" 1' 15.0 40.0 - Fbor-Upper Level 4-Un'rform(PLF) 0 to 6'6" N/A 80.0 - - Wall-Upper levd . 5-Uniform(PSF) 0 to 6'6" 3' 20.0 - 35.0 Snow-Main 6-Uniform(PLF) 0 to 6'6" N/A 40.0 - - Wall-Gable 7-Unifortn(PSF) 0 to 6'6" 12' 20.0 - 35.0 Srww-Sport CouR Weyetfiaeuser Notes (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrar�.s Mat the sizing of its products will be In aaorda�ce wdh Weyerhaeuser product design criberia and pudished design values. Y Weyerhaeuser expressly disclaims a�y oU�er wamanties rc�ated to the software.Refer to curtent Wey�haeuser IRerature for InsblWdon details. (w�yw,wppdbywy.com)Aotessories(Rim Board,&oddrg Panels and Squash&ak5)are not designed by this soRware.Use of this software is not irrt�ded to circumvent the need for a design professional as determined by the autlwrity havfng jurisdictbn.The deslgner of record,builder or fiarr�is responsY�le to assure that this plculatlon is compalible wRh the ove211 project Products manufactured at Weyerhaeuser facilitles are third-party certlfied to sustafnable forestry standards.Weyerhaeuser Engir�eered Wmber Products have been evaluated by ICC ES under techNcal reports ESR-1153 a�M ESR-1387 and/or tested in aaordance with applicable ASTM standards. For arrent code evaluation reports refer to http://www.woodbywy.cortUservices/s_CodeReports.aspx. The product appliwtfon,input design loads,dimensions and wpport informatlon have been provided by Gonyea;qan dated 9/29/2016. Forte Sokware Operator Job Notes 10/20l2016 3:23:05 PM Je(frey Oop�.Design Supervisor Gonyea Homes-GH0660 Forte v5.1,Design Engine:V6.5.1.1 Lyman Lumber Company ':3C Lakeview Parkway:Orono,MN 780 Lakeview Parkway:Orono,/V��/.�lE 1552)470-�3Eo �a��nson Residznce . jefi doty�slymanlumher.r�m tO;�Ci°01o:#^1554 Page 25�F 32 �� F 0 R T E ` � Lower Le;el, Game Room�ndow PASSE� . 2 piece(s) 1 3/4 x 9 1/2 1.55E TimberStrandQ LSL Overall Length: 12'1" � « o a 3�s. � 3�s. 3.6. 0 � � � Ali locations are measured from the outside face of left support(or left cantilever end).All dimensions are Farizontal.;Drawing is Conceptual Desi n Results Aetual @ Loca6ion Albwed Resuk LDF Losd:Cambinatlon(Pat�em)[Group] Sy�ern:Wall Member Reaction(Ibs) 3631 @ 0 3806(1.50") Passed(95%) -- 1.0 D+1.0 L(Alt Spans)[1] Member 7ype:Header Shedr(Ibs) 3864 @ 9'3" 6872 Passed(56%) 1.00 1.0 D+1.0 L(Adj Spans)[lj euilding Use:Resid�tlal Moment(Ft-Ibs) -3620 Q�8'1 1/2" 10422 Passed(35%) 1.00 1.0 D+1.0 L(Adj Spans)[1] Building Code:IBC 2012 Live Load DeFl.(in) 0.023 @ 10'7/16" 0.132 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans)[1] Design Methodology:aSD Total Load DeFl.(in) 0.035 @ 10'11/16" 0.198 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans)[1] •Deflection m'berW:LL(L/360)and TL(L/240). •&adng(Lu):All oompression eclges(top and bottom)must be braced at 12'1"o/c un�s detailed dt�wise.Proper attachment and positloning of lateral bracing is required to addeve member stadlity. _ _�se.d�w : =--�ds.en�n.esiim�) - - Supports Tore� Avall�ble neyuirea oead � s�ow roca� acaesrortes 1-Trimmer-SPF 1.50" 1.50" 1.50" 1417 2214/-307 301 3932/-307 Norre 2-Trimmer-SPF 8.00" 8.00" 3.61" 3470 5667 562 9719 None 3-Trimmer-SPF 8.00" 8.00" 3.72" 3625 5824 544 9993 Naie 4-Trimmer-SPF 1.50" 1.50" 1.50" 727 1405/-213 67 2199/-213 None TriMdary pead Fbor lNe Snow Loads �.ocar��swe� wma� �0.90> �i.00� �i.is) co�� 0-Self Weight(PLF) 0 to 12'1" N/A 10.4 1-UnNortn(PSF) 0 Lo 12'1" 14' 15.0 40.0 - Floor-Main Levet 2-UniForm(PLF) 0 to 12'1" N/A 90.0 - - Wall-Main Level 3-Unifortn(PSF) 0 bo 1' 14' 15.0 40.0 - Fbor-Upper Level 4-Uniform(PLF) 0 bo 1' N/A 80.0 - - Wall-Upper Level 5-Uniform(PSF) 0 to 1' 3' 20.0 - 35.0 Snow-Main 6-Uniform(PLF) 0 to 1' N/A 100.0 - - Wall-Gable LJnked from:Dinette 7-Pdnt(Ib) 1' N/A 945 1001J-125 320 Window Rear, SU 1 Llnlaed fram:Dinetbe 8-Point(Ib) 4'9" N/A 2047 2717 490 �ndow Rear, Su 2 Linked fram:Dir�be 9-Pant(Ib) 9' N/A 2047 2717 490 wndow Rear, Su 3 Weyerhaeuser Notes �wsraiwna�e r�oaesrnv iNiru�rnE Weyerlweus�warrants that fhe sizing of its products wlll be in aaordance wfth Weyertweuser product design aiberia and pudished design values. Weyerhaeuser expressly disdaims any other warrantles rela0ed to the software.Rde1 tn artent Weyerlweuser Nteiature fw ir�stallatan details. (www.woodbyvay.cam)Accessories(Rim 8oard,Blocldng Panels and Squash Bbcks)are not designed by this soRware.Use of this software is not intended to drcumvent fhe need for a design professlonal as determined by the authority having jurisdktlpn.The designer of record,buBder or framer is responsible to assure that fhis wlalad�Is compatible wRh tl�e aierall proJeU.Produ[ts mynufaRured at Weyerhaeuser fadlitles are third-party certified to sustainable fore#ry sqndaMs.Weyefiaeuser Ergir�Lumber Products have been evaluabed by ICC ES under technical re�wits ESR-1153 and ESR-1387 and/a tested in aaordance with applicable ASTM standards. Fa wrreM code evaluadon reports refer to http://www. woodbywy.com/services/s_CadeReports.aspoc. The product applkatlon,input design bads,dimen�ons and support&�formatlon have been provided by Gonyea;pan dated 9/29/2016. Forte SoRware Operator �ob Notes 10/20l2016 323:05 PNt Jeffrey Dory.Design Supervisor :,onyea Homes-GH06ri0 Forte v5.1, Design Engine:V6.5.1.1 �ym3�!�rr�oe�comPa�y 'FO Lakeview Parkway;Orono.M1iN 780 Lakeview Parkway;Orr�no, MN.4te (952)470-4866 Evanson Residencz jeff_doNi�i;maNmr.n2r.r.om �o�2orzc;s:uzvssa ?age 26 of 32 � Lower Level, Game Room Patio Door P�4SSED � �F O R T E 2 piece�s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + 0 0 6' a o All bcadons are measured from the outside face of left support(or left qntilever end).All dimensions are horizontal.;Drawing is Conceptual DC51 n Results Actua��Locadoo Allowed Rsuk LDF Load:Combination(Pattem) System:Wa�l Member Reactfon(Ibs) 2594 @ 6'4 1/2" 3825(3.00") Passed(68%) -- 1.0 D+1.0 S(All Spans) M�nber Type:Header Shear(Ibs) 1793 @ 5'S 3/4" 2872 Passed(62%) 1.15 1.0 D+1.0 S(All Spans) BuilNng Use:Residentlal Moment(Ft-Ibs) 2906 @ 1'8 5/8" 3946 Passed(74%) 1.15 1.0 D+1.0 S(All Spans) Bu�lding code:IeC 2012 Live Load DeFl.(in) 0.035 @ 3'2 3/16" 0.208 Passed(U�9+) -- 1.0 D+1.0 S(AII Spans) Design Metlwcbbgy:ASD Total Load DeFl.(in) 0.078 @ 3'2 3/8" 0.313 Passed(U962) -- 1.0 D+1.0 S(All Spans) •Deflection oite�ia:LL(U360)and TL(U240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless d�iled otherwise.Proper attathment and positionirg of lateral bradng is reqWred to achieve member stabiliry. •Applfoble plalatlons are based on NDS. Beari�W lotds Lo Supports(Ibs) SupP�� Toa� ava�lame Reyutrea ueaa �� snow rwa� acaesso�ies 1-Trimmer-SPF 3.00" 3.00" 2.03" 1379 262 1208 2849 None _ _ __ _ _ _ _ _ . 2-Trimmer-SPF 3.00" 3.00" 2.03° 1383 262 1211 2856 None Trlbutary Dead Floor Live Snow Loads �ocadon�side) wwm (0.90� �i.00) �i.is� commen�s 0-Self Weight(PLF) 0 to 6'6" N/A 7.0 1-U�fform(PSF) 0 to 6'6" 1' 15.0 40.0 - Floor-Main Levd 2-Un'rfortn(PLf) 0 to 6'6" N/A 90.0 - - Wall-Main LevN 3-Unifortn(PlF) 0 ta 1'8" N/A 80.0 - - Wall-Upper LevN 4-U�iform(PSF) 0 to 1'8" 10'6" 20.0 - 35.0 Snow-Main 5-UnHorm(PSF) 0 to 1'8" 1' 15.0 40.0 - Floor-Upper Levd 6-Unifortn(PLF) S 4"to 6'6" N/A 80.0 - - Wall-Upper Level 7-Uniform(PSF) 5'4"to 6'6" 10'6" 20.0 - 35.0 Snow-Main 8-Uniform(PSF) S 4"to 6'6" 1' 15.0 40.0 - Floor-Upper Level Unked from:Dinette 9-Point(Ib) 1'8" N/A 585 75 669 Window Side, Su 1 Linked from:Dinette 10-PoiM(Ib) S 4" N/A 585 75 689 WlrMow Side, Su 2 Weyerhaeuser Notes �susrww�a�ratesrnv w�rwmE Weyerhaeuser wartaMs that the sizing of its producis will be in aaordante with Weyerhaeuser praduct design viterla and pudished design values. Weyerhaeuser expressly disdaims any Mher warranHes related to the software.Refer to curte�t Weyerhaeuser li6erature for ir�stallatlon details. (www.woodbywy.corn)Accessories(Rim Board,Blaldng Panels and Squash Blocks)are not designed by this software.Use of this soRware Is nar intended to drcumvent the need for a design professional as debermined by the authority having Jurisdictlon.The designer of remrcl,buYder a framer is responsbla to aswre that this cakulatlon is campatlWe wRh the overall pro�ecL Products manufactured at Weyertiaeuser facilitles are fhird-party certlfied to suslalnable forestry starnWrds.Weyerhaeuser Engineered Lumbu ProduGs have been evaluabed by ICC ES under techniral reports ESR-1153 a�d ESR-1387 and/a tested in accordance with applkable AS�M starMards. For currerrt code evaluatlon reports refer to hfkp://www.woodbywy.com/services/s_CadeReports.aspx. The product appPicatlon,input design Iwds,dimensions and support informatbn have be�provided by Gonyea;plan dated 9/29/2016. Forte Sottware Operator dob Notes 10i20/2016 3:23:05 PM Jei`rey Doty,Desiyn Supervisor Gonyea Homes-GH0660 FOrt@ V5.1,Design Engine:V6.5.1.1 Lyman Lumber Company 780 Laka•die�.v?arkway;t�ro;io,h1N 780 Lakeview Parkway;Orono, MN.4te (9521 4'0-4866 �venson Resitlzncz )etr_docy�ivman�umuer;or� io;2c 2oia.�2issa Page 27 of 32 �� F 0 R T E � Lower Level,Rec Room Window PASSED . 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 12'1" ' + ° o 3'6' 3'6' 3'6' 0 o a o All locatfons are measured from the outside face of left support(or leR cantilever end).All dimensions are horizo�tal.;Drawing is Conceptual Desi n Results ncwai��oeadon arowea rtesu�c �oF �oaa:com�„ada,�v,ceen,� system:wan Member Reaction(Ibs) 10419 @ 3'11 1/2" 15300(8.00") Passed(68%) -- 1.0 D+0.75 L+0.75 S(Adj Spans) Member Type:Header Shear(Ibs) 1394 @ 2'30 1/4" 3746 Passed(37°Yo) 1.00 1.0 D+1.0 L(Adj Spans) BuiWing Use:Residential Moment(Ft-Ibs) -2261 @ 3'11 1/2" 5147 Passed(44%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 20i2 Live Load Defl.(in) 0.008 @ 2'15/16" 0.132 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(Alt Sparn) �n htetnodaogy:nso Total Load DeFl.(in) 0.013 @ 2'3/4" 0.198 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(AR Spans) •Deflettion criteria:LL(U360)and ll(L/240). •BraGng(Lu):All campression edges(top and bottom)must be braced at 12'1"o/c unless de�iled otheiwise.Proper aMachrt�ent and positlonirg of lateral bradrg is required to achieve membei stadlity. •Applicable cakulatlons are based an NDS. _��9 Loads to Supports(Nu) Supports rorsi Available Reymroa oeaa � snow rofai aacesso�es 1-Trimrner-SPF 1.50" 1.50" 1.50" 606 858/-90 260 1724/-90 None _ _ _.__ 2-Trimmer-SPF 8.00" 8.00" 5.45" 4380 . 4110 3942 12432 None . 3-Trimmer-SPF 8.00" 8.00^ 5.08" 4062 4122 3414 11598 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 434 743/-90 51 1228/-90 Nane Tributary Dead Floor Lhre Snow LOadS Locadon(Side) Widf6 (0.90) (L00) (3.15) Com�ts 0-SeM Weight(PLF) 0 to 12'1" N/A 10.6 t-Un'rform(PSF) 0 to 12'1" 10' 15.0 40.0 - floor-Main Levd 2-Uniform(PLF) 0 to 12'i" N/A 90.0 - - Wall-Main Level Linked from:Great 3-Pant(Ib) 3'6" N/A 3276 2181 3964 Roan Wfndow, s�, rt z Linlred hom:Great 4-Pant(Ib) 8'3" N/A 3179 2181 3559 Raom wndow, Su rt 3 Weyerhaeuser Notes Weyertiaeuser warranls that the sizing of its produUs will be In aaordance with Weyerhaeuser produd design crtteria and pudished design values. �SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser expressly disdaims arry otlier warraMies rela�l to the SoRware.Refer to curtent Weyertiaeuser Iiterature for H�IalWtlon detais. (www.woodbywy.com)Accessories(Rim Board,Bbcldng Pands and Squash Blotks)are not designed by this wftware.Use of this soRware is not intended to drcumveM the�ed for a desgn professlonal as d�ertNned by the authority havirg jurlsdictlon.The designer of remrd,buikkr a tramer B responsible to assure that this pkvladon is compatlble wiU�the overall project.ProduRs manufactured at Weyerhaeuser fadlitles are third-party cerdfled to sustainable foresVy sqndards.Weyerhaeuser Engineered Lumber Producls have been evaluated by ICC ES under technkal reports ESR-1153 and ESR-1387 and/or tested in aorordance wMh applkable ASTM standards. For curreM code evaluatlon reports refer 6o http://www•woodbywy.corti/servipes/s_CodeReports.aspx. The product applicatlon,input design loads,dim�sions and wpport informatlon have be�provided by Gorryea;plan dated 9/29/2016. Forte software Operator dob Notes 10/20(2016 3:23'05 PM , Ja�rey Doty.Design Supervisa Gunyea Homes-GHO660 Forte v5.1. Design Ergine:V6.5.1.1 Lyman Lumber Compan; '80 Lakaviesv Parkway:Orono,MN ?80 Lakeview Parkway;O�"OI?q h1N.4t2 (952)470-4866 Even;on Res:dence jeff_doty:alymanli�mber.com t0;_0;2n�!u:#2�554 P3gP.28 Of 32 ' �� F 0 R T E � Lower Level,Drop Beam over Hallway/Rec Room(H) PkSSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:8'7" + + o a - � � - � � � , � T 8• 0 � All bcations are measured from the outside face of left support(or left cantliever end).All dimensions are horizor�tai.;Drawing is Conceptual De51 n Results AcWal O Lxation Atlowed Resu@ LDP Load:Combinalion(Patbem) Sys6ern:floor Member Reaction(Ibs) 5208 @ 4" 13956(5.50") Passed(37%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop eeam Shear(Ibs) 3691 @ 1'3" 6872 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) BuOd�ng Use:Residentlal Moment(Ft-Ibs) 9507 @ 4'3 1/2" 10422 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Bufld�ng Code:IBC 2012 Live Load Defl.(in) 0.230�4'3 1/2" 0.264 Passed(U413) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.319 @ 4'3 1/2" 0396 Passed(UZ98) -- 1.0 D+1.0 L(All Spans) �Deflection cri�ia:LL(U360)and TL(LJ240). • Bradng(Lu):All oompressfon edges(top and bottom)must be braced at 6'6 9/16"o/c unless detailed othervyise.Proper atqchmeirt and posidoning of lateral bracing is required to achieve member stability. ..., _--,--:_�EH� _- _:L�As�D�IIRf�sjibs� SUP�� Total Aveilabte ReqWred Dead F� Totel Aaestorks 1-Column-SPF 5.50" 5.50" 2.05" 1453 3755 5208 Bbcldng 2-Column-SPF 5.50" 5.50" 2.05" 1453 3755 5208 Bloddng . ,Bbcking Panels are aswmed to arty no loads applied directly above them and the full load is applied to the memb�being designcd. . Tributary Dead Floor Live Loads wcsa�on�swe� wwtn �0.90� �i.00� commenrs 0-Self Weight(PLF) 0 to 8'7" N/A 10.4 1-Uniform(PSF) 0 to 8'7"(FroM) 21'10 1/2" 15.0 40.0 Floor-Main Levd Weyerhaeuser Notes _ _ wsTww+s�wkesmv wirwnve Weyerhaeuser warrarrts that the sizkig of its products will be in aaordance with Weyerhaeuser product design criteria and pudished design values. Weyert�aeuser expressly disc�aims any other warrantles related to the software.Refer to arrent Weyertiaeuser literature for instalWtlon details. (www.woodbywy.com)Accessories(Rim Board,&acking Panels and Squash&aks)are not designed by this software.Use of this software is not iMended to arcumveM the need for a design professional as determi�d by the authority having iurisdictlon.The designer of rewM,Iwilder or frarner Is responsible M assure that this wlculatlon is wmpatible with the overall project.Products manufaUured at Weyerhaeuser facilitles are thlyd-party certlfied to sustainable forestry standards.Weyerfiaeuser Engineered Lumber Products have been evaluated by ICC ES under technipl reporls ESR-1153 antl ESR-1387 and/or tested in aaordance with applicable nS�M standards. For currerrt code evaluaHon reports refer to I�ttp://www.woodbywy.com/servkes/s_CodeReports.aspu. The product applkadon,input design loads,dimensions and support information have been provided by Gom�ea;plan dabed 9/29/2016. Forte Software Operator Job Notes 10/20�2016 3:23:05 PM Jeffrey Doty,Design Supen.�isor Gonyea Homes-GHO660 Forte v5.1,Design Engine:V6.5.1.1 I Lyman lumber Company i 80 Lakavieov Parkway;Orona h1N 7Et0 Lakeview Parkway:Orono, MN.4te I (952i?70_4g66 Evenson Residence je�f doty'c�illym2Numher.-;om 10!20i2016�..�21554 Page 29 of 32 r �F O R T E w Lower Level,Drop Beam over Hallway/Bar(H) PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrandp LSL Overall Length:4'8" + + ° o � , � ; � , � , �� 3,9, 1 � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual D851 n Results Actusl p Location Allowed ResuN LDF Lnad:CombinaUon(PatEern) System:Floor Member Reaction(Ibs) 7618 @ 4" 13956(5.50") P�sed(55%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop eeam Shear(Ibs) 3711 @ 1'3" 6872 Passed(54�k) 1.00 1.0 D+1.0 L(All Spans) Butlding Use:Residentlal Moment(Ft-Ibs) 5558 @ 1'7 9/16" 10422 Passed(5396) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC zo12 Live Load DeFl.(in) 0.045�2'3 3/8" 0.133 Passed(U�99+) -- 1.0 D+1.0 L(All Spa�s) Design Methodology:psD Total Load Defl.(in) 0.063 @ 2'3 3/8" 0.200 Passed(U758) -- 1.0 D+1.0 L(All Spans) • Deflectbn crlteria:LL(U360)and TL(U240). •&acing(Lu):All campression edges(top and bdYom)rrwst be braced at 4'8"o/c unless detailed othervvise.Proper attachmeM and positlonirg of lateral bradng is required to achieve member spbility. - -_: ,_._- _.:_. __: c-_�:_ = --- '=J.oAAfbD��W3�_:, __ SUPPOItS Topl Available Required Daid �r Tohl Aooeswries 1-Cdumn-SPF 5.50" 5.50" 3.00" 2192 5426 7618 Bbcldng 2-Column-SPF 5.50" 5.50" 2.90" 2051 5300 7351 Blaking •Bbcking Panels are assumed to carry no bads apqied directly above them and the full load is app�fed to the member being designed, Tributary Dead Pbor LFre LOdds Lowfion(Side) Width (0.90) (1.00) ConuneMs 0-Self Weight(PLF) 0 to 4'8" N/A 10.4 1-Uniform(PSF) 0 to 4'8"(Frorrt) 2T 6" 15.0 40.0 Floor-Maln Level 2-Unifortn(PLF) 0 ta 1'6"(Front) N/A 90.0 - Wall-Maln Levd 3-Un'rform(PSF) 0 to 1'6"(Frad) 2T 6" 15.0 40.0 Floor-Uppe�Level Linked trom:Drop 4-Point(Ib) 1'6"(Frortt) N/A 758 1971 �m� HaIMraY/Kibchen(H), Su 1 Llnlred from:Drop 5-Pdnt(Ib) 4'8"(Front) N/A 758 1971 �m� Hallway/ptchen(H), 2 Weyerhaeuser Notes [ty)SUSTAINAB�E FORESTRY INITIATIVE Weyerhaeuser warrards that the saing of its produds wfll be in aaordance with Weyerhaeuser praduct deslgn aiteria and published design values. y Weyertreeuser e�cpressly disclaims any other warrantles related Up the soRwyre.R�bo arr�Weyeiiweuser Uberature for InstalWtlon details. (www.wood�yvay.com)Ao[essories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this sottware.Use of this software k not IMended to circumvent the need for a deslgn professional as detertNned by the autlqrity having Jurisdktion.The designer of record,buiWer a framer k responsible to assure that this pkvlatlai is canpatlble wRh the ove2lt project.Products manufad�ned at Weyerhaeuser(adlities are third-party cerUfled to sustainable forestry standards.Weyerhaeuser Engineered Lu�er Prodixts have been evaluahed by ICC ES under bechnial reports ESR-1153 and ESR-1387 and/a tested in aaordance with applkable ASTM standards. For curreM code evaluatlon reports refer Oo http://www.waodbywy.corti/servkesls_CadeReports.aspx. The product applicatlon,input design bads,dirtiensions and wpport informatfon have been provlded by Gonyea;plan dated 9/29/2016. Forte Sokware Operetor .Job Notes 10/20l2016 3:23:05 PM . Jegrey Jory.De>ign Suparvisor Gonyea Homes-GHO660 Forte v5.1,Design Engine:V6.5.1.1 �yma�wmnar�omoan•; 760 Lakav�e.��arkway:orono.,��N 780 Lakeview Park�va :Orono, ti9N.4te (952)4?0-1366 Evanson Residen;:e y jeff,doDf�IS'��3n��:mber.;nci ?0/20!20�o�.�2155» Page 30 of 32 ' �� F 0 R T E a Lower Level,Drop Beam over Refngerator(H) FASSED 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'11" + + 0 0 _ � _ � � � � � , �,� � � 3. � � All locatfons are measured from the outside face of left support(or left cantilever end).All dimensione are horizontal.;Drawing is Conceptual Desi n Results Actual�Locatlon Allowed Result LDF Load:Combinatfon(Patbem) Systern:Fbor Member Readion(Ibs) 7595 @ 3'7" 10519(5.50") Passed(72%) -- 1.0 D+1.0 L(All Spans) Member rype:Drop eeam Shear(Ibs) 2047 @ 2'8 1/4" 3746 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) euilding use:Residentlal Moment(Ft-Ibs) 2959 @ 2'4 3/16" 5147 Passed(57%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:iBC 2012 Live Load Defl.(in) 0.010�2'7/16" 0.108 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD ToWI Load DeFl.(in) 0.014 @ 2'7/16" 0.162 Passed(U�99+) -- 1.0 D+1.0 L(All Spans) •Deflectbn criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(h�p and bot6om)must be braced at 3'il"o/c unless detailed atherwise.Proper atpchment and posidoning of lateral bradng fs reqWred to achieve member stability. •Applkable okulations are based on NDS. Beadng Loads to 5upports(lbc) Supports Total Available Required Dead � Total Acaeasories 1-Column-SPF 5.50" 5.50" 1.79" 952 2466 3418 Bbtldng —_ ._ _ _. 2-Column-SPF 5.50" 5.50" 3.97" 2157 5438 7595 Bloddng . •&odcing Panels are assumed to carty no bads applied directly alwve tliem and the full load is applied to the member being desgned. Tributary Dead Floor Live LOd(�5 LocaBon(Slde) YVidth (0.90) (1.00) Con�n�nM 0-Self Weight(PLF) 0 M 3'11" N/A 10.6 1-UnHorm(PSF) 0 Lo 3'11"(Front) 26'3" I5.0 40.0 Fbor-Main Level 2-Un'rform(PLF) 3'2"�11" N/A 90.0 - Wall-Main Levd 3-Un'rform(PSF) 3'2"�11" ZT 6" 15.0 40.0 Floor-Upper Levd Linked from:Flush 4-Point(Ib) 3'2"(front) N/A 1149 2966 Beam over Hallway H rt 2 Weyerhaeuser Notes �$SUSTAINABIE FORESiRY INITIATIVE Weyerhaeuser wartarKs that the sizing of its products will be in accordarxe with Weyert�aeuser produtt design criteria and published design values. 1 Weyerhaeuser expressty disdaims any other warrarnies rela6ed to the software.Refer to current Weyerhaeuser liberature for InstalWdon detaNs. (www.waodbyvry.00m)Aaessories(Rim Board,Blocking Panels and Squash Blaks)are not designed by this software.Use of this software is not intended to drcumveM tfie need for a design professional as determined by the authaity havirg Jurisdicdon.The designer of record,builder a framer is responsiWe to assure that this plculatlon is compatlble with tfie overall pro�ect.Produc�s manufactured at Weyerhaeuser faGlities are third-party cerdfied 6o sustainable forestry standards.Weyerhaeuser Engineered Lumber Prod��cts have been evaluated by ICC ES untkr technkal reports ESR-1153 and ESR 1387 and/or tested in accordance wRh appicable nSrM standards. For currerd code evaluatlon reports refer to http://www.woodbywy.comJservioes/s_CodeReports.aspx. The product application,input design Ioads,dimensions and wpport infortnation have been provWed by Gorryea;plan dated 9/29/2016. Forte Software Operetor �ob Notes 10/20/2016 3:23:05 PM Forte v5.1,Desi n En ine V6.5.1.1 � Je�trey Dory.De;ion Supenisor Gonyea Homes-GHO660 � g g ILyman i_umbar Company i 30!_aka%.e:v P3r3way:Orona i�4N '�30 Lakeview Pa�kway:Orono. MN.4te �QiT;4'U-�9oo Evenson Res�dence I jafr dotyr:�!y,naNumber.com +.:T�0:2nt6�#2�ISSd j " Page 31 of 32 /� F 0 R T E ; Lower Leve% Guest Bedroom Window P/BSSED � 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:2'10 1/2" + + 0 0 � 2'6" o a Ail bcations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drewing is Conceptual DCSI n Results Actwl�Locatlon Ailowed ResuN LDF Load:Combination(Pattem) System:Wall Member Reaction(Ibs) 3552�2'10 1/2" 3806(1.50") Passed(93"/0) -- 1.0 D+0.75 L+0.75 S(All Spans) Member 7ype:H�der Shear(Ibs) 2781 @ 1'1/2" 7902 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) euil�ng Use:Resldenaal Moment(Ft-Ibs) 3087 @ 30 1/2" 11985 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) euil�ng Cade:IBC 2012 Live Load Defl.(in) 0.012 @ 101/2" 0.092 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Metliodology:p5D Total Load Defl.(in) 0.021 @ 10 1/2" 0.138 Passed(U999+) -- 1.0 D+1.0 S(All Spans) •Deflection criterla:LL(1J360)and TL(U240). •&adrg(Lu):All compression edges(top and bottom)must be braced at 2�io i/z"o%unless ddailed otherwise.Proper attachmeM and positioning of laterdl brddng is reqUired to achieve member stability. -_- - -:__ _ _ __.— -�►�a -__ _:____ .: �.sanbto.suAvori�s�lhs�___ $UpPOltS Total Available Required Desd � SnOw Total Atoessorles 1-T�immer-SPF 3.00" 3.00" 1.78" 2022 958 2352 5332 Naie 2-Trirtnrier-SPF 1.50" 1.50" 1.50" 1600 887 1716 4203 None Tributary Desd Floor Live Snow Loads ww�on�swe) wwa� �0.90� �i.00� �i.is� co�mnents 0-Self Weight(PLF) 0 to 2'10 1/2" N/A 10.4 1-Un'rform(PSF) 0 to 2'10 1J2" T 15.0 40.0 - Floor-Maln Level 2-Uniform(PlF) 0 to 2'10 1/2" N/A 90.0 - - Wall-Main Levd 3-Uniform(PSF) 0 to 10 1/2" 8' 15.0 40.0 - Fbor-Upper Levd 4-Uniform(PLF) 0 to 30 1/2" N/A 80.0 - - Wall-Upper levd 5-Un'rfortn(PSF) 0 to 10 1/2" 2' 20.0 - 35.0 $now-Moras Linked from:1/2 8-Point(Ib) 10 1/2" N/A 2102 400 3159 BaM Window, Su 1 Linked from:1/2 7-Pdnt(Ib) 2'10 iJ2" N/A 720 360 847 Bath WY�dow, Su 2 WeyeNtaeuser Notes {IS)SUSTAINABLE fORESTRY INITIATNE Weyerhaeuser warrards that the sizkg of its praducts will be in accardance wfth Weyerhaeuser product design aiteria and pubNshed daign values. `` Weyerhaeuser expressly dsdaims any oC�warraMi�reWted to the software.R�er Lo arreM Weydfiaeuser literature for installatiai deta8s. (www.woodbywy.00m)Accessories(Rim Board,&oddng Par�s and Squash Blocks)are nd designed by this software.Use of this software Is rat IMended to 6rcwnveM fhe need for a design professional as determined by the aut7writy having j�isdktlon.The designer of reca�d,bu�lder a framer B respaWble to assure that this okvlatlon is compadble wRh the overall proJect.Products manufactured at Weyerhaeuser facilides are thircJ-party certlfled to sustainable forestry standards.Weyerhaeuser Engineered Lumber praduUs have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 a nd/M tested in aaordance witli apdicable ASTM standards. For currerrt code evaluatlon reports refer to h //www. ttp: waodbywy.wm/services/s_CodeReports.aspx. The produd appUcation,input design bads,dimensions and support infortnatlon have been provided by Gony�;pyn dabed 9/29/2016. Forte Sokware Operatqr �ob Notes 10l20/2016 3:23:05 PM Jeffrey Doty.Design Suor:rvisor Gonyea Homes-GH0660 FOrt@v5.1, Design Engine�V6.5.1.1 �yman w�,�er con,Pany 7&0 Lak2Jzw?irkway;Orono,MN 780 Lakeview Parkwa ;Orono. MN.4te (952).704d66 even;on Residence y jeff_doty�a lymanlumher.com 1 N2012010":#2�554 Page 32 of 32 � ✓ DATF, Z�; I� TIME /I � CITY OF ORONO CALLED IN � _ INSPECTION NOTICE SCHEDULED PERMR NO. __�� L/% -�SU� COMPLETED ADDRESS '�SCT; L Ck /C.� l.` 1 �:-�i pk-�y OWNER TELE NO. �0�a � ��ii- 9o�n9 CONTRACTOR � DESCRIPTION I--�-'��T / C� c � ) � l'�ra 4~j ❑ 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 FtNAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ S6WER HOOK-UP ❑ FOUNDATION/REMOVAL _ ❑ DEMO-SITE ❑� PTIC INSTALL ..t 2 O'WNERlCONTMCTOR TO MEET YOU• YES_NO y COMMENTS: � ' �� 1 � � � w w� � .� d� I� , L 0 f � • I- v� /� � o� �� o � -� � � W � � M 2 • �!"` �i � - �' ( 3 f' G � f�// 3 �`�j�K SATISFACTOR�F.PROCEED ❑ PROJECT COMPLEfE � RRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (952i 249-4600 ��S�t�: Whits Copyllnspecto�'s Flle Canary CopylSite Notfce �� ---� --' TE TIME CtTY OF ORONO CALLED IN �-�- INSPECTION N TICE SCHEDULED �' % PERMIT NO. � - -S6� OMPL o ADDRESS � G� OWNER LEPHONE NO. 2 - J CONTRACTOR � DESCRIPTION � ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC INA Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/ ING/FILLING vj ,�,'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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOf�lTMCTOR TO MEET YDU:_YES_NO " a COMMENTS: �r�u.l��io� �(�a�C��.�s � � � JnS�G. � -O K � - � 0 � � � �6�-c `t�o-� .��.�.�, v<<<� t✓ I''GYik � � �/.�C7 ri /I1/Y�d'r/J'�-�'1 ` (�� G�C f � - r Q � � W � � .7 � �K SATISFACTORY:PROCEED ❑PROJECT COMPIETE W ❑ RRECT NfORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECTYVORK,CALL FOR REINSPECTION TEMPORARY V BEFORE Cd1/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACGESS. Cae for the next inspection 24 hours in advance. (952) 249-46�� OwnedContractor on site: Inspector: �-- WhiM CopYllnapector's Flle C�nary CopYlSlts Notics -'� � �� 31�'►� � � -� � � DA � TIME� CITY OF ORONO CALLED IN � � INSPECTION NOTICE SCHEDULED PERMR NO. nl►�lh��D� COMPLETED ' ADDRESS � l � v t �-�-1��`I OWNER TELEPHO NO. �� '90t� CONTRACTOR ��- �ms � DESCRIPTION � ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCOKTIiACTOR TO MEEf Y�W:_YES_NO � COMMENTS: � feb�� /G�'� ,�-�56� .+- 5.�� Oc�iVJ�i� �t7`G � •�y G/'IGGd`�Ce�" �'� S/�O/(/ �O 4✓�j � —�� T � ° ?%l'� � ,OX�/ W � Q � 2 � W � � � �QRK SATISFACTOAY:PROCEED ECT COMPLETE W ��CORRECT WORK 3 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT 1NORK,CAIL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REW IRED.CALL TO ARRANGE ACCESS_ Call for the next inspection 24 hours in advanoe. (g52) 249-460� OwnerlContractor on site: Inspector: �1 h'`� (/ Whits CopyAnspector's File C�nary CopylSits Notke ��IIyE'd noiries, /(3�/ �/dKf.'Vjf.'{'� rdrxway� �/�'�rl�� l�l� JJJ�1 UC.7�L�11 UJ' Uilll(1.�'(;il1JCD' V 11111111LC11� J/.,1 UI�VdUYYitJ' HY L'� i.Jitllll, rdUl� lYl1Y JeJV/1 �cale: I" = 30' � - � . DEC 3 C� 2016 �'�y�� 1�n�� \ � �i�+ a��ron� Planning&Zoning Ptan Rev'� `� Site Plan Review Date:__�___._ _ __.__.�s:�- \ �PFr:OVED ❑AFF��`.'�.��TH RF_��ISI�NS(see notes) Seed all disturbe areas with p LENIF_� � I'1N DOT approved seed /�� .,��'-`r''-`:-u _.�. - \Sod,landsccpe limits ��t1ff;,__ - � Sod,landscape limits I \Sod,larxk,,ccpe limits � . � 3.5 ft high boulder retdning wall � ORONO COPY 8 ft between wolls 2 ft high boulder retdning wall 6 f lagic carpet spirea Anriabelle hydrangea Spring snow crcbc{�ple tree I I�'x 14'brick patlo 4 Daylly �� Lm�ccpe rc<k or wood rrulch in all 2 Dux7rf rorway sprvice Imd-.,cqxd ereas cramd the Irorcie Edgrig a�and peririter oF horne O. 4 Ninebark \ 4 Daylily � 2 Anrxbelle hydrangea Sod,Iandsccpe limits Seed oll dstvtie oreas u.ith 3 Blue cf'gp,ju'r�e� f'N DOT qyrwed seed � 7 Chokeberry \ Sod,Icmd��cape limits Sod�landsccpe limits ��'�'� 6 Feather reed grass � rN oor��a�.ma � n ew.aed�� —Sod,land-,ccpe limits Socl,londsccpe limits � \ \ ` —, � rri oor mvw�a�� :,ese,bed xpt�c Qem C Seed dl dstube arecs with MN DOT coprwed seed � � � — � Seed dl dsLrbe a�eas uith f'N DOT epproved seed � \ \ � —� J � Lakeview Parku;ay � 6 � � � D �, � � Q ^ O r� � Z �a � � , s � , � ,o � � � Lakeview Parkway � � SEiiP x . Fpq �96J 5 / 56Ji . / �?. / +9618-96� �\ / // \ i�366 x 9fi6.5 / ` � / / ' � / //�\ tSA�o �6� x sszo� D Prupeny Descnn��an:Loi 7,Blcek 3,LAKEVIEN'OF OROKO, /� /��,i 6a-1� according to�he rcwrded plat therco(,Hcwcpin County,Minnesota. / �� i \\ � R 9686 1. Address:7R0 Lakeview Parkway,(hooq Minnesola. �9fi5.1 / � � ,� � / �� /� / \ � S 2. Ezisting utilities shown arc sM1own m an approximnte way only. � ��/ � � � �'L"� The contracmr shall detertnine the exact location of any and all / a/ � exisung utilitics be(orc commencing work.He agrees w be fully / /y �968. �IQ ��- �a k 96�4 �� „�� y� responsible for any and all damages arising oW o(his failurc to / �, /� �e��' � �6 cxacHy I«am end prc.crvc any and all czisring utilitics. ryry � ,� / � � ��/ ��\ 3. Mu.c�maintain a minimum 2%slope gradicnt ro accnmrtadatc / / '�/� '�Y\ e�+.i��' �gX o positive drainage. / �h' / / �9'o.i// / � P�.�i \ nP zsse. � / / � o/ �/ 4. All set ofTset irons are measured m hundredths of a f t a�d can � x 96]Y � � /&� // // ,y�// �8 5 9>9.J _ / .�(/ / - / / / � /`Y � � _ bC 11�2)bCM:�11tIJf�.S. \ / / / / / �/ �1 �� j/ � /�/ //µ9/ � / g �'/ �98},B _ _ 5. The proposed driveway showm is conccpmal only and does noi � � � / / /.-stze / / _ pu ry wn to show exactty how�he drivcwa y shall be built. � �' � i � e(� � / /�� e� � � � � /�� /+� //��6 / � / ; �' rao ss I _ � 6. A ti�le opinion was not fumished to tAe suraeyor az yan ofthis y s�o.s/ ` / / � ��ai.s/-- � � q�.s. �� 9es� py�� survey.Only easemenis per the recorded plat are s6own unless / �j / �n6 en /� � �� otherwisc denored hereon. / � / �/991.5/ � 81.9 ` � / / � i�� J�t� � � BLOCIi 3 � ��`I�= I 7. Proposed gradcs shown adjacent to building fou�da�ion rcfcrs io � � ��' �/ / I i 9BJJx �l'm' I / / �� /� eo� i .,da � �` ( �<��rma�ka�n. x e�2a � /� n� � `9B0.s � // \ "�ye�.s 8. Vcrify sanitary s-n�c.c mcen prior io nny concmic wrork. / � � �' a' � /\r 982J � �J I � %/ � ��49 � , I !d � �0,� a� �o-- j^{ �I I // � / % `n3 B 9)9.)' �`/�.az� /� / //^ � � O ��GRAVEL PATH � \ /I �B�JI � , 9 ¢��, 70 BE REMOVED / .s��s /� y �� / ��iao asi 4�e � � rao as I� I 1 r p . d Ele�a[� � yy� 9eo.o / eas y19.5)�i I �s�s.� 9�q.3i�� @ h i .dG g FI II,� �- i,..,. / 5 / �� x\ ` i ,F. p� "DB0.8 .��, �,��. � rt ❑ / i ii v rr n .i� � � y•,✓ G; '��- � � � �,,.,�i��.�� r, r.��.. / �/ �s � f'a � a � n,� e�e.e)Xw90� �t� i I �� -- T- (9�d) i� �y�� / 9JB.4� / •s�z A �// � ��io � ��.5. 97�� / \ � � Setbacks / / �� p?- 24.0 .:.`� . IaD o ygg� `/ .9)JJ � �'�iR�B�y �I�_F f Yard Sclbnck 50' � � ��'�♦ LRp 828( 0 p � ='9)68/ N _$'d Y rd5cibeck�l0 FlP �B� 5�� / �/ '�l 9B39 7� �� l�_'��T�NCE� Mi RearYerdSetbaek=50 / ,v g�s. �PROPOSED WALKOUT .`3.� (98�.0) �j � I � 5�-.- / � �� - ]80 LAKEVIEW ,� G �� I I ��9]5.9 ? � :�1.5 / //�I �'� PARKWAY l � 7/ �b 9�"�� .s,�.� � „ � � f / �/ . / RD B29 f 1 3 0- 14.5 1_IO O �I /I A / I � � e�._�, i I '� � � �savl � ,,'.. � � T0�r� � _ �� u �i :�... / I � I 00� ryh �O �.x�e8J.0� ✓� `` '7� w9J6�O K9]5.5 I � 1 Vi�ly r ` � ' , ; �� i�� i � �oo �`o�° i �� + � ,/ � � � ae oseo o , ; � �I / a � I/ SEP�51TE \ � 6 20rY�j o �p�� / 9)3.1 V \1 � 1 m 0 yp 9�.e�;�N��"��PR�LED � / H9�dCOV¢� � 3 / / � . �5'1`a\ ` 1��y ._.� I �S I,� . �/ / p / Houu Area -�3 410 SqFI. � / r 1� � '\ �� I , - b^�TRo i6 �/ � � I)nrcway Arca i 4,R46$y_Ft. ,g>,�.5 � �9837 ,v' Stoo�Areo _ 14f1 Sq.FI. I � .�\.� � } // 9)).B � / � r � CkckArea 122Sq.Ft. 9J4.fi � b �98} � ��/,i�qy,J/ � I/ (7 / Hetaining Wall = ?i Sy Ft. ^,� � -� {tnck Palio - 2(d Sq.Fi. y� / I ��. � � .��\ � ry�y � // �� WivdowWellArea� 70Sq.kt. / � � � Sidewalk 4rea � 102 Su Ft. / p � I /n9)q� � .��. \I / � � 9]6.9 � / I .� 1 � '\ \ � -- � I -y��" '� � I 7qpllmperviousSurtace=$93YSq.f�. ^• ' 9JT§.� � � � �9�5.8 N � I P \� � v Eo / �'+ /% / `9JS1 TohllmperviousCuvenge�I0.2°o 9J9 \`'I / / z9J].5 � � I'&� \`` \ �� . N �/ � 9)].�Y � r�/ 1\ � •98�.� �'y � /� I -9]� y`j � ,e \ rao8]� PROPOSED ��i .:�� 9:9.�. �7 /�..� � � 9)3.]�SILI F[NCE, ,��9]6.J \SEPTIC SITE I j ]).5 I � � \ . \ - � � / I� �9]a.B I N�RT� � io / � Z � �� =c]i]\ �� ,� �� '� � /� �9�0.6 � � ,/ \ � _ iRD B3A � } B 4 � I��t�e� , 9]I.Ix � // � 9)d5 / /1/ �l�r'.� k �� 1 �_-1- � .9,,.z � 1 � �� v�ae��/ / I � � � � � ' 30 15 0 15 30 60 W� �o � � / � ��' .s�s.e /// I �.� 9Ja.J �`O� \\ / \�, *s�so SCALE IN FEET � � � � �� -- ��a� �g �� SURVEY LEGEND \ \ / ' @ / v g16.2 I B]6.9 \ �e y '��9� � \ \ I OO CNST iRON MONUMENT WOE WALKOUi ELEVATiON � WELL eq� /a1� \ 1 1 "��5 �/� ��9'� l��e � 916.)x I i I /ok � \ � CATCM BASIN F�E FiRST FLOIXt ELEVAliON OBITUMINOUS i° � �l \ 1 ��'�e--�e-__�s� i/ �pR .0 4 FLARED END SECTION GFE GARAGE FLOOR ELEVRTION � �.-BUi'.C�NG SETBACK�_i,vC � � � � � \ \ \ �)6.\ �ase� / / � F9"O � CATE VALVE TFDN TOP OF FOUNDAiiON ELEV. -c -CABLE TV / \ �+ �\ � � \ � �� r9��'Z �8��F�8 980.tl � I < m ELECiRIC TRqNSFORMER CONCRETE CURB � \ �� unP 1� V HYDRANRT m CRBLE TV PEDESTAL O CONCRETE \ � � � � \ � �9� �`_ I � 98�� I� I m ELECTRiC MANMOLE � \ � 9n.lx lig�\6 �7. O SURVE�MONUTAENT SET 'aeo_�CONTOUR EXISTiNG 9$3�1 � 5� � � \ �� '� � / • SURVEY MONUMENT FOUND m ELECTRIC NETER -� , CONTOUR PROPOSEC � = � \ L� �_�� \ ��\ �\_ �� \ 9Bi.B � � ) .,g�B6 I ;�'; SURVEY CONTROL POINT � GFS METER -oi DRAIN TiIE �,�.., � - �____ � �� /'/I t� ucHT i�o�E � cns vave -ac- _ \ ELECTRIC 11NDERGROUND a 4569a -�-- ��-�_ t�_ ��i �4i �_� g GUARD RAIL -�-v-�ENCE /�y�8 / �5 / / �Q ��. \ I �� /� �R.. POWER POLE p HAN�HOLE -ro-FIBER OPTIC UNDERGROUND � / -5� 905- ��6� P ' � SpL BORING -G�S- \ I� 84�06��/ / - � $ANITAkY MANHOLE ! 213.33 � �_ � � / O SANITARY CLEANWT TREE COMFERq15 -�-OVERHEADRUROUND \ 2.0 �� -9� � SICN '� TREE DECIDUOUS � � ��'�� ' GROUND ELEVATiON - H++H+}iHiif�M'F RRILROAD TRACKS � �m � � � 'PROPp5E0 CULVER7FlP z56Hq � ' \ I R0�'HB[pM � 9>sB - - I Q TELEPMONE NANHOLE -> Ij �+ fNIRAN�E-�-- �97� '9�5� 9)5) � STORMDRRIN - -SANITARYSEWER � � � `�-_ �s> �� , �stoaM sEwEe _ , % i � i •�� STORM MANHOLE � TE�EPHONE PEDESiAI �Sfig{� 9' -_ IJf'� � � �TRAFFiC SiGNAL -�L-TELEPMONE uNDEFGH0UN0 g CS YARO LIGHT � �� I. � \ I / O n/C Urv�.T � UiiLiTY MANHOLE -UiiLiiY UNDERGROUND -� ��_ /L� \ J v OO UTiLitV PEDESTqL I WATERMAIN � /\ FlEIo CaEW wo. BY owTE REVISION I hcrcb��ccnif;that ihis survey.plan or repon was prepared b.mc or under m�dimc�supcn ision and�hat 7 am a dul�I.icenscd 7WP.117-RGE.23-SEC.07 USE(INCLUOING COPYING,DISTRIBUTION,ANOIOR > > FILE NO. AT BRV t0li)2016 ONEFOOTDROPINTHEGARNGEFLOOq CONVEYANCEOfINFORMATION�OFTIISPRODUCTIS ��Sun'<yorundcrthcl�wsof[hc$fatcofMinnc+n�a. �ERS� P�OJECtC1�y:OfD�O CERTIFICATE OF SURVEY DMWN � BRV t011]I2016 REVISED MOUSE PLPNS STRICTLV PROMIBITED WITHOUT SATHRE�ERG�UIST,llJC's �`' 31 2 02-3 56 BRV 3 BRV 1221/1016 ADDEO LANDSCAPE PLAN EXPRESS WRITTEN NUTHORIZATION. 115E WITHOUT SN0 nated lhiS 13�h day ofOclober,?Olfi. �V -� ��.. � Hennepin Counry A�T�«��Ar�aN�oNST�nTESA��«E��nMA��SF,�o \` f� SATHRE-BERGQUIST, INC. CHECKED SNALLTHEREBVINDEMNIFYSATHREBERGOt11ST,INC.OF \ 1j�, PREPAREDFOR: � ALL RESPONSIBILRV.SATHRE-BERGQLIIST,INC.RESERVES 1 � `,: 750 SOUTH BROADWAV WAYZATA,MN.55391 (952)476{i000 DBP THERIGHTTOHOLDANVILLEGITIMNTEUSERpRPARTV � 1� � ? VVWW.SATHRE.COM GONYEA HOMES ��m� G-.�mw�� DATE LEGALLV RESPONSIBLE FOR DAMAGES Ofi LOSSES � �'� � - RESULTING FROM ILLEGITIMATE USE. va�'id 6-1'embcrton.PL$ Minnc�ota Liccn�c No.40U4 _ P`p,� 09�03It8 rcmbcno��(��,sathre.cnin �='� � � � �=� r — �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE scHE�uLED __„�� PERMR NO.,��-��'��,l�L�� COMPLETED ADDRESS � �' ��} I��C_ C�;(; OWNER TELEP�O�1�NO '� C' � _, CONTRACTOR ��:.�r,/'�� i'�c° � 4�`' DESCRIPTION � r ' j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FI L Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z �ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNFRICONTAACTOR TO ME�T YOU:,�,�'(ES_NO �—_�=j- � COMMENTS: 4 �4/vt � o ✓'oC lG �� k� o �.� 5 �4- ,� � � ��1� � G��a�6 o'n �O - O � W o� �t� �` �.�,i Q � � W � j � '�.I�OFiK SATiSFACTORY:PROCEED ❑PROJECT COMPLEfE ��O CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COMERIN(3 PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. can ro�tne�xt�nsPect�«,za no��s i�aarence. (952) 249-4600 OwnaNContractor on site- Inspector: l h'�' WMM CopyAnapector's Fila Cenary CopylSite Notks �� '�/l��. DATE TIME" CITY OF ORONO CALLED IN ..3�� 7 INSPECTION N I E J �SCHEDULED �r�—/ 7 fb,f� PERMIT NO. �� co �Ere ADDRESS / � �� L�l�l OWNER TELEPHONENO.��z` ��6� CONTRACTOR � � � DESCRIPTION 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 �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OINNERICONTRACTOR TO MEET Y'OU:_YES_NO y COMMENTS. l�(�I �t-�✓�° 1'\ —�o2�r/� � W 4. O ��• ` ^� �' � � ��r � �-- � �c�� G�C � ' � �"� � � ° -- ��,.�-.� o � / h�.� � ,o �� W Q � �� v�/ ca � - -e �< z ,_ � -- ��-�� s �-t�'r �.--� ll 6 C� � W �rRK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � "O OORRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CAiiRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR W{LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED O INSPECTION REQUIRED_CAIL TO ARRANGE ACCESS. Ca11 br the next inspection 2a hours in advance. (g52) 249-4600 OwnerlContra��on�it�: Inspector. � L White Copyllnspector's Ffle Cenary CopylSite Noties � �� -� ✓ ; _DA� �I � TIME CITY OF ORONO CALLED IN -��_ INSPECTION NOT�CI,E �� c� ( �HEDULED PERMIT NO. :�� t u'r COMPLETED ADDRESS ��(; L- C-.' lC:� �'f �'-C.�.' �ie ��'�-/ OWNER TELEPHON N . Cl��•�� CONTRACTOR - ` '�` �l� ` � DESCRIPTION �!� S Z.i-- f n�-7��Y1 W ❑ 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 i ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS {�,�INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEINER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ TIC INSTALL 2 OWNERICOMRACTOR TO MEET,YOU: YES_NO y COMMENTS: �QG/s- •f�•e# ••tif.rcL. lty �/� �� a� Q r iK ' �- GQ � S �G •K ' o / /'•t�6 �9�-'`4 v d. ' � 4/c� � Gecli.,. , a�'/�'•/�. �—� � 5 /,rl e o�l �.►«�fi�✓S�c ° k/ � �.� �'r,�k F..4. — �Vl. L . W � � �� 5� ��-�G,pd-�-�is/'✓� D 6 $�.r j�.f'i,Y 6CJ��I- � b . , a a� k G.tv%� ��s D' � 2 p � "G`✓� a�Dt..`✓3 �� — jG ,�v�c c��+'-- aK �r- G6�@•� a W ❑�RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � RRECT WORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOFi �CITATION ISSUED ❑INSPECTiON REQUIRED.CALL TO ARRANGE ACCESS. Cail brthe next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. � White Copyllnspector's Ffle Csnary CopylSite NWke �� DATE TIME CfTY OF ORONO CALLED IN � INSPECTION NO CE L�.,� SCHEDULED � - '• -3r' PERMR NO. � �� `'�/ COMPLETED .r� �/ ADDRESS , ? . , �t! ?X�t- OWNER TELEP O �NO. CONTRACTOR � C__--�.��dl c�-�G�� , � DESCRIPTION r-�` ' ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINd 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 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ PTIC INSTALL 2 O'WNENlCOlfTRACTOR TO MEET YW: YE8_NO � COMMENTS: 4 ��/l d�- �✓D/t�� .ls t��3C '�'- Cdl4sK�GS O �. �t'I^6�'(_� ��- � - L p� — (�G.2d .SGr s�- L.�r�.�s 0��.�/avrU�9 _ � ^ rrc'CS�y[ �•cS - O� � W 0� Q z � —� GC>ve � � W o� 3 � �y119FIK SATISFACTORY:PFIOCEED ❑PROJECT C.OMPLETE W ❑OORRECT WORK a PROCEED ❑ISSUE CERTIFICATE OF OCdJPY\NCY OO ❑CORRECT W'ORK,CAIL FOR REINSPECTION TEMPOFiARY V BEFORE CO�VERINO pEFib1ANE7VT ❑CORRECT UNSAFE OONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPEC710N REQUIRED.CALL TO ARRAN(3E ACCESS. CaM tor the next inspectfon 24 hours in advanoe. (952) 249-4600 OwnerlContre�tor on site: Inspector. WhiN CcPYnnapector's Fib C�mry CoprfSib Nofla I.� pA TIME CITY OF ORONO 3 Y CALLED IN M18PECTION NO E � SCHEDULED �-- � PERMR NO. ' �� COMPLETE ADDRESS � a/ OMINER TELEPHONE NO. CONTRACTOR � DESCRIPTION � ' ��T eC �+ ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/(iRADINGIFILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL Ri ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑COMPLAINT v FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMIN9YCOIfTAACfOR TO MEET YOU:_YBB_NO � COMMENT� 4 0 �„ Q/� ( C� ` f � � � � mct`" Q �Z?✓�U�'S/ W ' � � K' l/'l� f�/"�'! W W � � , � o woRK s�nsF�cro�r.�oceen Ecr coM� w o c�wEcr wowc a PAoceeo o i E CERTIFlCATE OF OCCUW11rCY O ❑COfiRECT YMORK,CALL FOR REINSPECTION TEMPORI►FiY V BEFORE COVERINO PER�AANENT ❑(X�iRECTUNSAFE00NDIT10NWiTHIN HOURS. ❑PMOTOTAKEN INSPEGTOR WILL RETURN O STOP OROEN P08TED.CALL INSPECTOR ❑qTATION 188UED O IN3PEC170N REOUIRED.CALL TO ARFtAN(iE ACCESS. caM toru�.next�spection 2rt nou�s�ad�►�,oe. (952) 249-4600 on site: � ,. � CuV1iAn�clor'a FlN G�ary�No11a � � DATE TIAAE CITY OF ORONO cnLLED IN INSPECTION OTICE SCHEDULED � �� PERMR NO. - �� COMPLETED _ ADDRESS �� (� C� � O'WNER TELEPHONE NO. r�" � CONfRA�p ��1 .�� - � DESCRIPTION �K J �� ly ❑ FOOTING ❑ DEMO-FI L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLINO O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TAEE REMOVAL Z � RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL � RATED WALLS � ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP � FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINBY�OKiRACTOR TO MEET Y�U:_YES_NO � COMMENT9: Lc/P� �,�L � �'/�✓ ��:I � �/�wcr aP�� c� — b fC � /1►9�. Ener�y d�.,,�o%C�' � - 5�6.�/f ttoi �w.-/� -O 0 � s :a. ,F _o. u�e�ca-a.c� —o,C- ��.•Tav� ba� � (1� P.,o��ro� s•-�7:� �.� �e 4s-�d�ct sa�Gy � Q 2 ��s� d-�' k�ar K eawyolat� w��.r�" o�C � -�r b lol,� • Co cp� � � j W o w�oRK sn��cTor�r:a�oce� ❑�aEcr cowi� � ❑oo�cr wofac a PRocEeo o issue c�rn�►�oF occuw►Ncr W � O CORRECT WORIC,GLLL FOR f�INSPECTiON T�APORARY BEFORE CWERINO PERAAANBdT O C�ORRECT UN3/1FE OOI�IDITION WITHIN HOURS. ❑PHOTO TAKEN INSPEC'TOR 1MLL RETURN ❑8TOP ORDER P08TED.CALL INSPECTOR ❑aTATION ISSUED �NSPECTION REQUIRED.CALL TO ARRANf3E ACCESS. �'or S��o�•t csN tor n�e next Mspeotion za no�rs�ad�►a�,os. (952) 249-4600 on site: Inspector: � YVIMN CoPliAns�e�o�s Fl» �Mry�Na� FIELD CREW AT DRAWN BRV CHECKED DBP DATE 09/03/16 SETIP FRB x 953.5 963.1 /n X 963.7 Cop, 66.3 7007 i -968--� �x 968J � x 965.1970- �/ N x X072 �- / is / x� / 970.1 / x%.T,974.7 9Lg��O �� ' i977 \ PIP 25684 M / / / / / 9� 979.3 X -/ / �/ x 983.8 / / x 979 CO - a cl f i -9/7.R / �- i / / F �RD 826 TRD 99 �-- X 970.6 / / / j98L6 / / 9,8'4.5x 985.3 g77 9 --_ / 5 /TRD 82 981.5 25 x 9 BLOCK 3 y �� 983.7x LOT 7 x 9k1.8 x 972.2 / �4 x 980.6 L / �\ x 1984.6 982.3 79.8 // o X TR ��D 824 J _JQ x �� °79.7 x 980.3 /J x o ,_GRAVEL PATH �• _ TO BE REMOVED /X 9 7�5 / " '\� TRD 827 TRD 82 Z)// /980.0 981.9 (979.5)X11 979.3 979.3 C�J g8 x 986.9 OS,�"2 i f x 978.98 9j8 (978.9)XIO.o 0 79.3) 8 4)X __-T (97 g ca �9 // 2 f� x 972 / , G.�._ 85. �' ��17.5 0 979.4 78-4x� 80.3 10•, / O / 24.0 0 Cn IS•0 N (980.07 80 d/ x 977.7 / TRD 822 OS#'1 TRD $28 �� BFE 7 / % 976.8 / 981.G''' 983.9 0 (979.9) A (982.0 9? 1 0 i 40) . / r ( --S/LT/ F ENCE 975.8 PROPOSEDWALKOUT 25684 8oc TFD7 5.9(98 rn S 86) x �7I.0 PARKWAY (, ix -1p 7y 86. 97849 x 977.371 RD 82'9' 974.71 xqi981.7 OS#7 STO P O 2.0 / 976. ^ JI 982.96;' x 4 / I ' a8Q �i GFE pO EX(g87.0) j o x 975.5 I' O ) (987.3 ' // / PRO OSED i / '•I SEP I'C SITE N OS#g 9714 83.43 C �O RJPOScDa 1 984 8 X(986. :) �,, L, / 9'17 4 \ O� 5 CS 1 C/ / 8 984.85 9 1 ,I NTRD I6 / l� 9 x� .� 977.8 / � \ x 983.7 �h: J 1 x 9'i 5 / � CP -x c 983- i9°S 972.6 1 � x 97� 4� ^� x 97 �-� \ �'� i �c,'b �Q 9 76.9 � ti x ^ / 1978.4 \� r O 'I / �x 975.8 PI 20 x 975.: cV i m 97s. \ -_ x 972.b ^ a 1 x c � � • � i� n �O 9 72 / o a - 972- (� TRD 833 PROPOSED j��G' �"� 9X . - 04�,/ - f / / `� 9767 \SEPTIC SITE � 973.7 >7 SILT FENCE�� i N a i x 974.8 x 975.3 x 97G.6 / \ �l S � TRD 834 q �`, �% 9T.1 x � � 9878.5 x 977.2 X � o 1 1 , 978.0 / \ A 975.8 / I J (o r x 975.0 00 / m x 976 2 OAK 18 Property Description: Lot 7, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota. 1. Address: 780 Lakeview Parkway, Orono, Minnesota. 2. Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 3. Must maintain a minimum 2% slope gradient to accommodate positive drainage. 4. All set offset irons are measured to hundredths of a foot and can be used as benchmarks. 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 6. A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 7. Proposed grades shown adjacent to building foundation refers to top of black dirt. 8. Verify sanitary service invert prior to any concrete work. Provosed Elevations Proposed Garage Floor Elevation = 987.3 (1' DROP) Proposed First Floor Elevation = 990.6 Proposed Top of Foundation Elevation = 988.6 Proposed Basement Floor Elevation = 979.9 Setbacks Min. Front Yard Setback = 50' Min. Side Yard Setback = 30' Min. Rear Yard Setback = 50' Offset Irons (elevations are to the top of pipe) OS #1= 981.67 OS #2= 978.98 OS #3= 978.49 OS #4= 984.85 OS#5= 984.53 OS#6= 983.43 OS#7= 982.96 Hardcover Lot Area = 87,780 Sq.Ft. House Area = 3,410 Sq.Ft. Driveway Area = 4,846 Sq.Ft. Stoop Area = 140 Sq.Ft. Deck Area = 122 Sq.Ft. Retaining Wail = 23 Sq.Ft. Brick Patio = 266 Sq.Ft. Window Well Area = 30 Sq.Ft. Sidewalk Area = 102 So.Ft. Total Impervious Surface = 8,939 Sq.Ft. Total Impervious Coverage = 10.2% ORONO COPY City of Orono Planning & Zoning Plan Review Site Plan Review Date: 13 t1 APPROVED NO R S ❑ APPROVED WITH REVISIONS (see nates) 0 DENIED Bearings are based on the Hennepin County Staff:_Lr-1Coordinate System (NAD 83 -1986 adj.) 30 15 0 15 30 60 SCALE IN FEET SURVEY LEGEND \ 9769 O• CAST IRON MONUMENT x 9�7 5 / 969.9 976.7 x i ` j 1` / / \ CP Of ORONO ® CATCH BASIN / L,eSa ,aS --,esa I / G// / SITE PLAN GRADING PLAN a FLARED Q 9� ,asa. Iese / ; APPROVED ED END SECTION / \ 9 --{,ase M GATE VALVE \ / \ \ x 977 z 1-as97�.7 ESE �� El APPROVED WITH REVISIONS < GUY WIRE \ `_D �6\ °8X.8 MAP 24 El DISAPPROVED '(:f HYDRANT / V = 977 982.0 .; x x(g� BY O SURVEY MONUMENT SET -978.6 x %t F`S x • SURVEY MONUMENT FOUND DATE a I - �� _ x a 8 6 r \ SURVEY CONTROL POINT WOE WALKOUT ELEVATION FFE FIRST FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION TFDN TOP OF FOUNDATION ELEV IS'CABLE TV PEDESTAL T ELECTRIC TRANSFORMER D ELECTRIC MANHOLE ELECTRIC METER > GAS METER GAS VALVE -° - GUARD RAIL I HAND HOLE J SOIL BORING TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE D TELEPHONE PEDESTAL 1-1-- TRAFFIC SIGNAL OO UTILITY MANHOLE DI UTILITY PEDESTAL WATERMAIN 1 LJKV -IV/ 1 //Lu I a VIVO 1-tju I Umur IIV I nr_ OMMI117C r-LIJVr[ cUNVtYANL;t Ur IWUKIVIA I IVN) UI I Nib rKUUuc 1 15 -""`"" ""`"' .'", ". "`."`. `.." "`•• � �� --� �� --.-��-��• ��-- " CERTIFICATE O F S U RV F� � R� Project City: Orono 2 BRV 10/17/2016 REVISED HOUSE PLANS STRICTLY PROHIBITEOWITHOUT SATHRE-BERGQUIST, INC.'s �� 6`� EXPRESS WRITTEN A)THORIZATION. USE WITHOUT SAID Dated thi 13th day of October, 2016. O p �� n ry ^ i , ��! INC. Hennepin County CEIVED 3 BRV 12/21/2016 ADDED LANDSCAPE PLAN AUTHORIZATION COnSTITUTES AN ILLEGITIMATE USE AND w ! ' I [3 1 [ (,,1 u N SHALL THEREBY INDIMNIFY SATHRE-BERGQUIST, INC. OF PREPARED FOR. ALL RESPONSIBILITY. 6ATHRE-BERGQUIST, INC. RESERVES m 150 SOUTH BROADWAY WAYZATA , MN. 55391 (952) 476-6000 JAN 0 3 2017 THE RIGHT TO HOLLI NY IBLEFOR ILLEGITIMATE USER O SSSS , , c� �� Www.SATHRE.COM GONYEA HOMES LEGALLY RESPOIbIBLE FOR DAMAGES OR LOSSES David B. Pemberton PLS Minnesota License No. 40344 OCL �� RESULTIN(FROM ILLEGITIMATE USE. pemberton@sathre.com FSS PLP CITY OF ORONO FILE -- 1%0 LMOII/i ew • Y10 Z011p - 01501- NZw NO. 31202-354 1 1 WELL BITUMINOUS ass-sse- BUILDING SETBACK LINE CABLE TV CONCRETE CURB 4 CONCRETE - 960 - CONTOUR EXISTING sso - CONTOUR PROPOSED - -- DT DRAIN TILE - Esc ELECTRIC UNDERGROUND -X-X- FENCE - Fc - FIBER OPTIC UNDERGROUND -AS GAS UNDERGROUND oHu OVERHEAD UTILITY 1 I 1 1 1 "mom -1 1 1 1 1 HT RAILROAD TRACKS SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND uT UTILITY UNDERGROUND WATERMAIN 1 LJKV -IV/ 1 //Lu I a VIVO 1-tju I Umur IIV I nr_ OMMI117C r-LIJVr[ cUNVtYANL;t Ur IWUKIVIA I IVN) UI I Nib rKUUuc 1 15 -""`"" ""`"' .'", ". "`."`. `.." "`•• � �� --� �� --.-��-��• ��-- " CERTIFICATE O F S U RV F� � R� Project City: Orono 2 BRV 10/17/2016 REVISED HOUSE PLANS STRICTLY PROHIBITEOWITHOUT SATHRE-BERGQUIST, INC.'s �� 6`� EXPRESS WRITTEN A)THORIZATION. USE WITHOUT SAID Dated thi 13th day of October, 2016. O p �� n ry ^ i , ��! INC. Hennepin County CEIVED 3 BRV 12/21/2016 ADDED LANDSCAPE PLAN AUTHORIZATION COnSTITUTES AN ILLEGITIMATE USE AND w ! ' I [3 1 [ (,,1 u N SHALL THEREBY INDIMNIFY SATHRE-BERGQUIST, INC. OF PREPARED FOR. ALL RESPONSIBILITY. 6ATHRE-BERGQUIST, INC. RESERVES m 150 SOUTH BROADWAY WAYZATA , MN. 55391 (952) 476-6000 JAN 0 3 2017 THE RIGHT TO HOLLI NY IBLEFOR ILLEGITIMATE USER O SSSS , , c� �� Www.SATHRE.COM GONYEA HOMES LEGALLY RESPOIbIBLE FOR DAMAGES OR LOSSES David B. Pemberton PLS Minnesota License No. 40344 OCL �� RESULTIN(FROM ILLEGITIMATE USE. pemberton@sathre.com FSS PLP CITY OF ORONO FILE -- 1%0 LMOII/i ew • Y10 Z011p - 01501- NZw NO. 31202-354 1 1 PROJECT SCOPE APPROVED ADMIXTURE THAT PROVIDES A WATER AND AS ALLOWED BY SITE * DESIGN AND DETAIL OF SPORT COURT FOUNDATION WALLS FOR A SINGLE FAMILY VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI GRADING - FIELD SLOPE GRADE AWAY DROP GARAGE PLATE HEIGHT 1-0 < RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, CONCRETE) VERIFY IF DETAIL z 710 SQ. FT. STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. F'c = 3,500 PSI @ 28 DAYS PERTAINS OR SEE 23'-0" X 29'-0"o REINFORCING STEEL: ASTM A615 GRADE 60 2/S1 SPORT COUi1 T � NOTES FOOTINGS - 1Y2" MAX 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED WALLS/SLABS- %4" MAX j 19'-7 1/8" CLG. HGT, y x BY GONYEA HOMES LAST DATED 9-29-16 FOR ALL OTHER INFORMATION. CONC. ON-SITE SOIL: CLAY (GROUP 111) 2. THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED N THE T� GiAIE Yeq = 60 PSF/FT (ACTIVE) PROJECT SCOPE ABOVE. DESIGN OF THE REMAINING HOME INCLUDING ALL FRAMINGSTEPS ALLOWABLE SOIL 2 AND MAIN WINDFORCE LOADING (BRACED WALL LAYOUT) IS BY OTHERS. A SITE VISIT 2000 PSF (ASSUMED)S1 j 8'-8 WOOD: SYP #2 OR BETTER AT TREATED SILL I WAS NOT CONDUCTED OR REQUESTED. MEC 1 3. ARCHITECTURAL ELEMENTS, CIVIL AND DRAINAGE CONSIDERATIONS, AND MEANS AND LOADS — ROOF LIVE LOAD: METHODS OF CONSTRUCTION ARE NOT INCLUDED UNDER THE SCOPE OF THIS ROOF DEAD LOAD: 15 PSF DOCUMENT. PROPERTY BOUNDARIES, RETAINING WALLS, GRADING, EXCAVATION, FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF OVERALL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS 9'-0"H. x 8"W. POURED„ WIND LOAD: 90 MPH EXP. B CONC. FOUND. WALLS BY OTHERS. AS ALLOWED BY SITE - --- - - --- G -- --- --- - - - - CODESj 4. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS GRADING - FIELD 2015 MINNESOTA RESIDENTIAL CODE ! i 48"x8" CONT• CONC. FTGS. R-10 DRAINAGE BOARD ON I THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. VERIFY IF DETAIL REBAR PER CODE 20"x8" CONT. CONC, FTGS. LAYO1 TO B AS ALLOWED BY SITE I REBAR PER CODE 5. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PERTAINS OR SEE _ GRADING - FIELD 6. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. 2/S1 3 HR j - —— - 3 VERIFY IF DETAIL WALL RELIES ON THE SLAB -ON -GRADE FLOOR FOR LATERAL SUPPORT. SLAB IS TO BE IN 9'-0"H. x 8°°W. POURED `®: ! Si PERTAINS OR SEE I O PLACE PRIOR TO BACKFILLING, OR ADEQUATE TEMPORARY LATERAL BRACING IS TO BE — -- S1 I CONC, FOUND. WALLS 2/S1 INSTALLED. z Cn 1 TRTD PLATE 7. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN Ni R-10 DRAINAGE BOARD ON ANCHOR WITHIN 12" OF EACH END. aQ I 48"x8" CONT. CONC. FTGS. 8. BUILDER 1S TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO WORK. CONTACT I REBAR PER CODE ENGINEER IF ANY DISCREPANCIES ARISE. 9. BULKHEAD FOOTINGS FOR RETAINING WALL TYPE FOUNDATIONS AT STEP LOCATIONS. DO NOT JUMP FOOTINGS. ! MATERIALS j CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN I J J >Q 9 O Yz" O x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. 10" MIN. C.I.P. CONCRETE WALL #4 HORIZ. BARS @ 24" O.C. 0 6'-0" HOOK OPTIONS: 4 #5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C. 2'-0" #4 BARS @ END & BEND OF HOOK 10" MIN. THICK C.I.P. CONCRETE FOOTING APPROVED ADMIXTURE THAT PROVIDES A WATER AND * VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI SLOPE GRADE AWAY DROP GARAGE PLATE HEIGHT 1-0 < (GARAGE SLAB AT SIM. w/ CONCRETE) OPTIONAL SLAB LEDGE) z 710 SQ. FT. CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS 23'-0" X 29'-0"o REINFORCING STEEL: ASTM A615 GRADE 60 6' SPORT COUi1 T � AGGREGATE: FOOTINGS - 1Y2" MAX WALLS/SLABS- %4" MAX j 19'-7 1/8" CLG. HGT, CONC. ON-SITE SOIL: CLAY (GROUP 111) Yeq = 60 PSF/FT (ACTIVE) I ALLOWABLE SOIL 2 BEARING PRESSURE: 2000 PSF (ASSUMED)S1 j 8'-8 WOOD: SYP #2 OR BETTER AT TREATED SILL I MEC C LOADS ROOF LIVE LOAD: 35 PSF ROOF DEAD LOAD: 15 PSF j FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF 9'-0"H. x 8"W. POURED„ WIND LOAD: 90 MPH EXP. B CONC. FOUND. WALLS CONC. FOUND. WALLS I 1 TRTD. PLATE CODESj R-10 DRAINAGE BOARD ON 2” EXTERIOR LEDGE 1 TRTD, PLATE 2015 MINNESOTA RESIDENTIAL CODE ! i 48"x8" CONT• CONC. FTGS. R-10 DRAINAGE BOARD ON I REBAR PER CODE 20"x8" CONT. CONC, FTGS. LAYO1 TO B I REBAR PER CODE MEGH HR - —— - o _ I O — -- z Cn - Ni _ (n V Ir) N aQ J J >Q 9 O Yz" O x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV. 10" MIN. C.I.P. CONCRETE WALL #4 HORIZ. BARS @ 24" O.C. 0 6'-0" HOOK OPTIONS: 4 #5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C. 2'-0" #4 BARS @ END & BEND OF HOOK 10" MIN. THICK C.I.P. CONCRETE FOOTING �. VERTICAL BAR OPTIONS: ° #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. d 2" TO VERTICAL BARS & HOOKS a t b) 0 TRANSVERSE BARS OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. SLAB -ON -GRADE ° a M I 5-0" 2 WALL SECTION S1 RETAINING WALL TYPE SPORT COURT FOUNDATION WALL @ COPYRIGHT HANSON GROUP, LLC 2016 (3) #4 LONGITUDINAL BARS AT TOP OF FOOTING N REFERENCE PLAN S1 PARTIAL LOWER LEVEL HOUSE PLAN SHOWN FOR LOCATION REFERENCE ONLY ' U . 5" Y2"O x 10" LONG ANCHOR FRAME WALL BY OTHERS BOLTS (7" MIN. EMBED) (USE 2 x 8 SILL PLATE @ 72" O.G. MAX. OR EQUIV. FOR 1Y2" OVERHANG) 8", 10", OR 12" C.I.P. CONCRETE WALL #4 HORIZ. BARS @ 24" O.C. c%) #5 OR #6 x 5'-0" HOOKS @ 18" O.C. V-6" #4 BARS @ END & BEND OF HOOK 10" THICK C.I.P. CONCRETE FOOTING SLAB -ON -GRADE 36" MIN. SLOPE GRADE AWAY FROM FOUNDATION -III III 111 I-III=1 11= �III- 2" TO VERTICAL BARS & HOOKS #5 OR #6 VERTICAL BARS @ 36" O.C. TRANSVERSE BARS OPTIONS: ° #5 @ 24" O.C. OR #6 @ 36" O.C. � (3) #4 LONGITUDINAL ABARS 1'-5" T TOP O FFOOTING 3 WALL SECTION S1 RETAINING WALL TYPE SPORT COURT FOUNDATION WALL - LOW GRADE Gonyea Homes 1000 Boone Avenue, Suite 400 Golden Valley, MN 55427 Revision Date Description PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedofessional Engineer under the laws of the ate f Minnesota. Signed: 9 Print Name: Trevr Axner Date: 10-18-16 License Number: 45470 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tef 6, 2-708-3572 www.hansongroupmn.com Evenson Residence 780 Lakeview Parkway RECEIVEo Orono, MN 01 2016 Project Number: 6.589 CITY OF t?RONO Date: October 18, 2016 Sheets: 1 of 1 S1 J ' FRAME WALL BY OTHERS <', (USE 2 x 8 SILL PLATE o 6 FOR 1Y2° OVERHANG) 00' MIN. SLOPE GRADE AWAY FROM FOUNDATION (GARAGE SLAB AT SIM. w/ ° OPTIONAL SLAB LEDGE) �. VERTICAL BAR OPTIONS: ° #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. d 2" TO VERTICAL BARS & HOOKS a t b) 0 TRANSVERSE BARS OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. SLAB -ON -GRADE ° a M I 5-0" 2 WALL SECTION S1 RETAINING WALL TYPE SPORT COURT FOUNDATION WALL @ COPYRIGHT HANSON GROUP, LLC 2016 (3) #4 LONGITUDINAL BARS AT TOP OF FOOTING N REFERENCE PLAN S1 PARTIAL LOWER LEVEL HOUSE PLAN SHOWN FOR LOCATION REFERENCE ONLY ' U . 5" Y2"O x 10" LONG ANCHOR FRAME WALL BY OTHERS BOLTS (7" MIN. EMBED) (USE 2 x 8 SILL PLATE @ 72" O.G. MAX. OR EQUIV. FOR 1Y2" OVERHANG) 8", 10", OR 12" C.I.P. CONCRETE WALL #4 HORIZ. BARS @ 24" O.C. c%) #5 OR #6 x 5'-0" HOOKS @ 18" O.C. V-6" #4 BARS @ END & BEND OF HOOK 10" THICK C.I.P. CONCRETE FOOTING SLAB -ON -GRADE 36" MIN. SLOPE GRADE AWAY FROM FOUNDATION -III III 111 I-III=1 11= �III- 2" TO VERTICAL BARS & HOOKS #5 OR #6 VERTICAL BARS @ 36" O.C. TRANSVERSE BARS OPTIONS: ° #5 @ 24" O.C. OR #6 @ 36" O.C. � (3) #4 LONGITUDINAL ABARS 1'-5" T TOP O FFOOTING 3 WALL SECTION S1 RETAINING WALL TYPE SPORT COURT FOUNDATION WALL - LOW GRADE Gonyea Homes 1000 Boone Avenue, Suite 400 Golden Valley, MN 55427 Revision Date Description PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedofessional Engineer under the laws of the ate f Minnesota. Signed: 9 Print Name: Trevr Axner Date: 10-18-16 License Number: 45470 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tef 6, 2-708-3572 www.hansongroupmn.com Evenson Residence 780 Lakeview Parkway RECEIVEo Orono, MN 01 2016 Project Number: 6.589 CITY OF t?RONO Date: October 18, 2016 Sheets: 1 of 1 S1 Zk> I u - 0 i ---)o I