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Home My WebLink About2015-00719 - new structure CITY OF ORONO * z 0 1 5 - 0 0 7 1 9 * 2750 KELLEY PARKWAY DATE ISSUED: 08/18/2015 ORONO, MN 55356- (952) 249-4600 FAX: 952 249-4616 �'�DDRESS : 2560 KELLY AVE PIN : 20-117-23-11-0007 'LEGAL DESC : REG. LAND SURVEY NO.0088 : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONS'CRUCTION TYPE : SINGLE FAMILY ACTIyITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 470,980.00 NOTE: SEPARATE PERM[TS REQU[RED:PLUMBING, MECHANICAL,FIREPLACE,WATER CONNECTION,SEWER CONNECTION, ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT F��SURVEY MUST BE SUBMITTED AND APPROVED BY THE CITY OR A STOP WORK ORDER WILL BE ISSUED: INITIAL� NOTE: PRIOR TO ISSUANCE OF A C F�TE OF OCCUPANCY AN AS-BUILT SURVEY IS REQUIRED TO BE SUBMITTED AND APPROVED BY STAFF. INITIAL: NOTE: IN THE EVENT OF WINTER CONDITIONS OR OTHER UNFAVORABLE WEATHER CONDITIONS(WHICH PREVENT THE COMPLETION OF THE EXTERIOR IMPROVEMENTS AND/OR AN AS-BUILT SURV MPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: APPLICANT PERMIT FEE SCHEDULE 3,446.89 PLAN REVIEW 638.82 ADVANCED HOME EXTERIORS INC STATE SURCHARGE(VALUATION) 235.49 1161 WAYZATA BLVD E#167 WAYZATA,MN 55391- TOTAL 4,321.20 Minnesota State License#: BUIL-BC61860 Payment(s) CREDIT CARD 5906 4,321.20 OWNER International Ministerial Fellowshi P.O.BOX 100 NAVARRE, MN 55392- 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 onty the work described and does not grant permission for additional or related work which requires sepazate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permi[may be �)r� revoked at any time for due cause. �•V� '�� , �'�� '1 ��.�..-f-�O �, l �, �� Applicant Permitee Signature ate Issued By nature Date i U " City of Orono Building Permit Application � for New Structures or Additions • Mailing Address: permit number: Q S�� PO Box 66 �` �� Crystal Bay, MN 55323-0066 Date rece�ved: —�� StreetAdd�ss:' ` Received by: � ,� 2750 Kelley ParkwayC �J � � /_ ��, � �g Pfan review fee: �p0/• � ��` Orono, MN 55356 �'�KFsx:o� Main: 952-259-4600 Total Fee: �'`S ~��7�� Fax: 952-249-4616 www.ci.orono.mn.us This appiication form mustbe cornpleteci in full and all required irtformation r�ust be submitted,. �p� w� �p� Incamplete appfications wi11 be returned. (P/ease print) �k 2,0�4-l�05�0 GENERAL INFORMATION: Job Site Address: E Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No !f yes,a special event pemrit is required with Police Department and City Council approvel 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates s�cient on-site parking is available. Non permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: State License# �,� ��e � Expiration Date: '3 J'y Phone: (cell) y►« y7 g�S 3S (office) 76��J��l S3S �� Mailing Address: Cit : ZIP: Contact Person: pplicant is: �trac o Homeowner (Clrcle One) Email and/or Fax: �,,,��,�i ��„c_;�� , t�1 PROPERTY OWNER INFORMATIO : Name: � Phone (day): Address: __�Q 6e�t / O � C�h�:�/_�AZ-�'t.� ZIP: !S 5 �1f'p� Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: �,�t ARc M►ssc�lvRAL �'t�� s�/� . Phone (day): » Address: T /ti$y S•r du 6�• 4trtC:' CitY: �. �Ad` ZIP: � 11�9 Email and/or Fax: PROJECT INFORMATION: Descri tion of ro'ect: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal 8 Water Supply New Construction ❑Single Family with ❑Accessory Bldg./Garage Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence ❑Private Sewer ❑ Other: (specify) ❑Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may require ❑Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse ❑ Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd ' � Minnetonka,MN 55345" ,.'�, Phone: 952-471-0590 � Fax: 952-471-0682 www.minnehaha reek.or Estimated Construction Valuation (excluding land) $ � �� q� -T ' Packet Last Updafed: January 2015 Page 20 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms= ❑Wood/Frame b.Width (ft.)= Number of garage stalis: ❑ Masonry � Areas in sauare feet Attached= ❑ Metal , ❑ Pole Bldg. : c. Basement= Detached= ❑ ICF d. 15'Story = ❑On-site Prefab e.2"d Story= ❑Off-site Prefab f. '/z Story = ` ❑Other(please specify): g.Total Area= REQU,IRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: NOt :,s� . ' a � . ` ' Enclosed A ticable ❑ ❑ Buildin Permit Escrow A reement and Fees 0 ❑ Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/x 11 set ❑ ❑ Minnesota State Ener Co,tl Calculations a�rd^Mechanica!Code'Re uir�ements ❑ ' ❑ Surve —2 full size,to scale meetin ALL surve r uirement$ ❑ � • H2rdcover'Calculations ° • � � ❑ , $e tic S stem Certification ❑ 0 Minnehaha Cree Watershed District(MCWD)P�rmit or , . . � Documentation from.MCWD statin no ermit is re ired ` ❑ ❑ Landsca e Walls amd/6f R�t�inin all ans "'• . '' •` ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Priva Adviso Form ' � ° APPLICANT/OWNER ACKNOWL�DGEMENT: �� • Agrees to provide all information required or requested by the Building Department; . Agrees to pay the City of Orono for.engineering aonsultant,r�v,iew costs in exGess of$500; . . - • Certifies that the information supplied is true and correct to the best of his/her knd�irP�dge.' Thg applicant recognizes that they are solely responsible for submitting a complete applicatiQn being a�irare 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 infonnation 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 evenf that weather or other condi#ions prevent tMe cnmpls#ion of an as-builE survey at the time the Certiflcate of Qccupancy is requested,a temparary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the a�-built survey and atl site'improvements. Applicant's Signatu� � ��/ Date: Owner's Signature: �//�i� Date: ��.'� J . . . , . . Packet Last Updated: January 2095 Page 21 � : _ _ i u � � ��d'111�i ��F1LA �i��iv��'�� @� ��E�"� ��t��f��4.�7 l ��i 1 ��l�a� i 1 ' � Ij� )�� J4t�t�f@$.8: � �@rIT)�f NO.`. �.4/� ,'• �,�j 1 iV . � : Descriptian of veork: � Date Rec°d: � � �'� � . I Septic revievv b : ' �W� '�-' l�(�l� .----- ` y _,�,� Dat�1�pproved: � Z�nin revi�w b - ' ' � Y• Date/�pProved: � ,,� � Efuilding re�iew by: � Date�pproved• � r� ,� � f � Gr�ading re�v�ew by: Qate Appr�ayed: $`�$'• 0� ( � � + . � Zoning Digtrict: �" Zoning�ils�6: Reso#: Reso'Date: � �oning: Lot Area: �Ob�tP�$F/��.�� ` WIdtH: Lot Cov±et�g�: '"".`4 : � '.�.�'"' °to � Swrve.y Sub+nif#ed: �es Q No �3ate of Survey: '��" '' ';� Revised dateC�) �{ a'� i ^` � ' Pro o`sed Setb�cics: � � � �ront�ce� Rear(S j3� ( Id S E 1'jN� � � S 3�; ��a � , � __• �. �tbe+r BuFid�ngs' Wetl�d . f Sld+� -Slde _ ��,' , ,�•`?.�"'� �._ ;� ,�y' ,�,� � � ' .�� E Def�n�d Helght: Peak Heig#�t: ' Fff:� � •=� �F�=m�nu�6'f�e�� ;.� � , (.�,_(Exi�tin��bnt4ur} �-�� P�t�meter(linearf$et�= � 50°10= ; �°""_ � �,.�. fo � � ' - __„�_.._.,,T �e !t�r Rade'�#ofi 3��r�e� � . � . . ..��.,_.,._ ! �OR A BUtLDfNf Wt'Tti A BASfNf ETli'OR CRAW�,SPAC�: FaR A BUII.DING ONk A SLIqB FOUWDA'#IDW:.. � ,.�. �� The distarice pe,i�een the'lowest prop�sed � � � � � � � � �i'he dls�a�e b�etNie,ec��Q�`�f .. .�" . : , , ST,4RT.VYF799 fl�6r{bf the bas��or�W1�Pe�)and ." STAf�TV1If�H �IaB and tfie h�gbes�W?i�t�if iti� «-'°�"` "�.: ; the hi�t�s�PPlirt tsf xtie r�; i ., r�of ` "; : � � If you Jaave a... ; ��-_ � �� ' lf You hAvB fi ° :� + C,ABLE Of�1i�PPEQ t�00�{R6 < G�ABL�Oi�tilliP�D�220p� � wl�dows 9u@t�t hslF tkie di5�no� . {n0 iivip"doi�):;�Ulifract K$'lF� � �`�' �� thb d�st8n69.., �' e ;, �fietVvedri�e hTghb$tP�ltttofi;tlie roof �e (� , #o the�4�v;Polni of 1tie Cc+r�spor�+0lrp � the!ow p��o1M of��`@°foDf fb 4 54�BTW4CTlON 9db1e or hipped roof � {aAs�n oN : �nespo�di�$g��ie or tROE3F'I'YP�} • �ABI�CSF2 tiIPP£b RqOF(wffh �116�iA��1�N fiippet}�6F ' � . v�nhdQws): SubfraCt h�Hlli'e distance {BAS�d Or(; . (�,qB��HI�P�4)Rt�OF . � f0 between the ta�ofithe Aighist . RODF T'Yi�E). (wlth aNtr�da�rs;�;.Supfr6ct .• ; wiAdow and the hfghost pdiht of�hs - h�f the dlstsnce beiw�l�. � ; ��roofi �� tlfet6p�aftftBhfghqst' ��: ° f • Atl OTHER RbO�'TYP��(tlai - windg+N�litie liighesf. mansard,etc):Nosubtractian; : pointof#1a�rt�of � � �: � � Ai:LL-D�i�R,lt� (BAS�� 5ubVlcf the istance belweeA the • (fiat,ctt�ASaFd,OOFTYP.ES � - _ ' �' + �� D QM basementfcrewl space floor and the' etc):No G EXIB��MG higF�est exiSUng grade a ubtraotic��i . , djticeM to this /�i, ITION Add�#ie distance'between the fop 6 � '�' `. • GRADF� foundatlon OR 1-0 feet(w1i�Fievar 1s less). (BASED ON of sfab and the tdghest existing ' , EQUAI:S Defl�d bl�itding height �DE G grade adjaceM to the faundaUon. . . ,.. _ , �GNlALS ' ' Defined bul ding he(ghY � � Shoreland Distr[ct MC1ND Permit ' � Average 4akeshore SetbaCk Bluff. : � .Met? Yes � �o Permit Number: I� -�"'�' � Yes fl N� N/A � Yes No � N/A—see attaehed Setbadc: Stormwater Quality �istin�Fiardcover Pro�sosec! _ : Overl�y�istrEct , Hardcover Variance Re uired Tier circle one (�o and s� o R Cl6P Required /o and s , �:��0 � Yes No O Yes No , 1 2 � 4 5 ��4�.1� �ype�S�' Type�s�� t , Updated: January 2015 ` • z:lformstpian review chedclist 2015.docx REMARKS(in-house): Fees�to be C1�ar ett 1fES NO � � ��t Plan Review � � �� t�:��r�1�►�r�,� :;. � : � , . ;; , .� �: � �� Investigation �ee �AG�-i�i+rrli�r�b��.�n� ' � .Other(specify) S uare foota e ` r S uare Foota e Basement; ; X � 7s`,Floor �.� �-! X �, . ,�. ^ $' �� 1 . 2"�Floor- � X �Q�� $ ' ,�_` � - _ � �7��3Z �9� �� Gara9�� 7 �� X � � ,�s�timated eonstru�tion Valus: �� Q ,�ror�c Irtspet:tiorts Required Wo�lc Requiring Separate Permits . Required State Rermi�s � Site �'lumbing � Gfading./FitAng �C7 WeU Silt Fence 1�ra�ior�Gontr,ol �.M�ch�r►ic�i �a Fire _ E1�c#rical Q Hardcover I�emoval � Septic Water Cor�nection � Firep�ace �Sewer Corinection F�t�ng . Ppufied Wa11 �I:.Masonry - � Lawr�i�rigation ; Fpundation$ur.vey� �1Nfg. Lands�aP!h9, i n`W�tec roofin G Other(specify). � Foundat s� p ., 9 -`, Rador�:R�k Bed ;; ` Framirig �Insulation�: . �. As Buitt Suratey � Fina! , � `' / /� �Other(specifyj �,0(`1'/'t� REMARKS (in-house): Other Revievar: Reviewed by: Date ApProved: Access: Existing: � YES CZ NO New: C! YES 0 NO OFFICIAI�REMARKS-TO BE NOTED QN PERMIT APID lNITIALLED Updated: January 2015 z:\formslplan review checklist 2015.docx DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. __d��sr� t�,�L First Middle Last ll Z!�r4xt�-,A� �us� s . s� �t� Address � t_��,/'t.�it'i�i �'MI'V �"�� / '71i�6i��/5�' City State Zip Phone I understand my rights as stated above. Signature Packet Last Updated.� January 2015 Page 7 �� NO COPY . ORO RECEIVED City of Orono , �i�n�o, � Hardcover Calculation Worksheet �iu� � 0 2015 i�y ,� Property Address: �� ,�-:�.�.-c..� ,��;�.1�<:... �,�-� - -- -- -;,,�4� � \kFsv��i' Prepared by: Date: . 1 r.�_ » - � .�', � ~2l�-- I�=.., Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 ier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover s uare foota e se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Surve (S uare Feet) Exam (e Gara e 24,x 30, 72�5.F. q ,., �� ,.{--...�::� ='a.�'� S.F. B �...- � `a-, r. � S.F. C "i�� .��a-.;. _ 4�'�. ,l�.� t'°�_., �,a�,x� c�:,;�r' S.F. D ,1 ,' d�� ,1..,1,.> Ih �` �`'I S.F. E - �� i .S�- c- �:. '�� : :� S.F. _ , �. F ' � _ � ��_?'a � "� ��1� " '�""1�=' S.F. G �� ' S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � 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 Pro osed Hardcover � -? !,-, � S.F. Excludable Hardcover See Cit Code Sec 78=1684 : '" ' S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 �° � S.F. 4 Total Lot Area � t:,C S.F. Proposed Hardcover Percentage [(3)=(4)] �j�,`� % Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every efforf has been made to ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. Page 17 Christine Mattson From: Christine Mattson Sent: Friday, August 14, 2015 8:58 AM To: 'advancedhomeexteriors@yahoo.com'; 'CorporateREBrokers@comcast.net' Cc: 'gprasch@lotsurveyscompany.com'; Adam Edwards; Melanie Curtis Subject: 2560 Kelly Avenue/#2015-00719 Naresh, We received an updated survey for the above property,thank you. I am not an engineer, however it appears the walls may work, but the survey does not show how you plan to keep runoff from going onto the neighboring property north of the retaining walls. I will have the survey reviewed next week and we will contact you when we have the permit ready to be issued. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN � 55356(physica/addressJ PO Box 66 � Crystal Bay ( MN I 55323-0066 (mailing addressJ 'i� 952.249.4620 � g 952.249.4616 � cmattson@ci.orono.mn.us � �] www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 7,2015 1 Christine Mattson From: Christine Mattson Sent: Thursday, August 13, 2015 2:59 PM To: 'Naresh Uppal'; 'CorporateREBrokers@comcast.neY Cc: Roger Peitso Subject: RE: 2560 Kelly Avenue/#2015-00719 Naresh, The plan dated 7/9/15 for the proposed house construction at 2560 Kelly Avenue have been revised in response to comments provided by Adam Edwards. In Adam's absence I had the revised plan dated 7/20/15 reviewed by our consulting engineer. He offers the following comments for your consideration: 1. The proposed retaining wall on the southwest corner of the home has been changed from one 9'wall to two 4' foot walls. Because the walls are not separated by a distance that is twice the height of the bottom wall the design still requires an engineered plan signed by a licensed professional engineer. 2. Portions of the proposed swale on the northwest side of the house appear very narrow with steep side slopes, � which will be difficult to navigate and maintain. Therefore, it is recommended that the grading plan be revised to provide a drainage path that will direct runoff down the lot line and can be more easily maintained. The revised plan should include the area north of the retaining walls. Please don't hesitate to contact us with any questions you may have. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ "�" 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 throuqh Friday,August 28,2015) . Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 7, 2015 From: Christine Mattson Sent:Wednesday,August 12,2015 11:12 AM To: 'Naresh Uppal'<uppalgroupllc@yahoo.com>; 'CorporateREBrokers@comcast.net' <CorporateREBrokers@comcast.net> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2560 Kelly Avenue/#2015-00719 Good Morning, 1 We are working on finalizing the permit. I thought the engineer had signed off, but he hasn't. Unfortunately he's on vacation. I'm trying to arrange for another engineer to review. I'll keep you posted. Christine MaKson Planning Assistant City of Orono 2750 Kelley Parkway � Orono 0 MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN I 55323-0066(mailing addressJ "�" 952.249.4620 � g 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 7, 2015 2 Christine Mattson From: David Martini <davidma@bolton-menk.com> Sent: Thursday, August 13, 2015 2:42 PM To: Christine Mattson Cc: Adam Edwards Subject: 2560 Kelly Avenue, 2015-00719 Christine, The plan dated 7/9/15 for the proposed house construction at 2560 Kelly Avenue have been revised in response to comments provided by Adam Edwards. As requested, I have reviewed the revised plan dated 7/20/15 and offer the following comments for your consideration: 1. The proposed retaining wall on the southwest corner of the home has been changed from one 9'wall to two 4' foot walls. Because the walls are not separated by a distance that is twice the height of the bottom wall the design still requires an engineered plan signed by a licensed professional engineer. 2. Portions of the proposed swale on the northwest side of the house appear very narrow with steep side slopes, which will be difficult to navigate and maintain. Therefore, it is recommended that the grading p�an be revised to provide a drainage path that will direct runoff down the lot line and can be more easily maintained. The revised plan should include the area north of the retaining walls. Please let me know if you have questions. David P. Martini, P.E. Principal Engineer Bolton � Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318-1172 P: (952) 448-8838 ext. 2458 M: (612) 756-4315 F: (952) 448-8805 email: davidma@bolton-menk.com www.bolton-menk.com DESIGNING FOR A BETTER TOMORROW This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 1 Roger Peitso From: Roger Peitso Sent: Thursday, July 30, 2015 5:03 PM To: 'tedcmiel@outlook.com' Cc: Jeremy Barnhart; Christine Mattson Subject: Plan review 2560 Kelly Road Ted, Her are the items we need addressed before I can complete my plan review; 1. Provide all beam sizes and note tem on plans 2. Complete Energy Compliance Certificate a. Water heater gas or electric b. U-factor Average for doors and windows c. Solar Heat Gain Coefficient Any questions please call, Roger Peitso Building Official City of Orono Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 !/4tc�ryr� �� J i �.t". 'f ,. 1 Christine Mattson From: Christine Mattson Sent: Wednesday, July 08, 2015 11:48 AM To: advancedhomeexteriors@yahoo.com Cc: 'CorporateREBrokers@comcast.net'; Roger Peitso; 'gprasch@lotsurveyscompany.com' Subject: RE: 2560 Kelly Avenue/#2015-00719 Attachments: Survey Requirements-March 2014.pdf Naresh, The City engineer has reviewed the site plan dated 6/30/2015 and offers the following comments: 1. The survey does not conform to the City's site plan/survey requirements(copy attached). In particular: the Top of Wall and Bottom of Wall elevation are not depicted for the retaining walls; Structures within 50'of the property lines are not depicted; contour lines do not continue a full 50' beyond the property lines; and existing utilities are not depicted. 2. Some areas of the area depict^'4ft of fill being added to the site. I recommend the bui�der and/or surveyor provide cut and fill calculations in order to determine quantities of soil being imported to the site. 3. Driveway requires paving from roadway to a min 30 ft in order to reduce driveway run off depositing soil and debris upon the roadway. Orono municipal code Sec 18-136(f). Please have the surveyor address the above and submit an updated survey for our review. As always don't hesitate to contact me with 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 (mailinq addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday,September 7,2015 From: Greg Prasch fmailto:gprasch@lotsurveyscompany.com] Sent: Friday, June 19, 2015 5:07 PM To: advancedhomeexteriorsCa�yahoo.com Cc: 'CorporateREBrokers@comcast.net'; Christine Mattson; Roger Peitso Subject: RE: 2560 Kelly Avenue/ #2015-00719 Naresh, 1 I will look into these matters and try to get revisions sometime next week. Thank you, Gregory R. Prasch The Gregory Group,Inc,dba Lot Surveys Company 760173�d Ave No. Brooklyn Park, MN 55428 P 763-560-3093 F 763-560-3522 �prasch@lotsurveVscompany.com From:advancedhomeexteriors@vahoo.com [mailto:advancedhomeexteriors@vahoo.com] Sent: Friday,June 19, 2015 7:36 AM To:Greg Prasch Subject: Fwd: 2560 Kelly Avenue/#2015-00719 Naresh Uppal President Advanced Home Inc 1161 Wayzata Blvd E Ste 167 Wayzata, MN 55391 Ph:763-498-1535 Fax:952-513-8153 http://www.advancedhomesinc.net Member BBB Member BATC Begin forwarded message: From:Christine Mattson<CMattson@ci.orono.mn.us> Date:June 19, 2015 at 7:18:02 AM CDT To: 'Naresh Uppal'<advancedhomeexteriors@vahoo.com> Cc: 'Chet Masserano' <corporateREbrokers@comcast.net>, Melanie Curtis<MCurtis@ci.orono.mn.us>, Roger Peitso<rpeitso@ci.orono.mn.us> Subject:2560 Kelly Avenue/#2015-00719 Naresh, Attached is a copy of the letter and attachments being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant z City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ 'ii' 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Friday,July 3, 2015 3 Christine Mattson From: Adam Edwards Sent: Thursday, July 02, 2015 4:13 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 2560 Kelly Ave/#2015-00719 Chris, I have reviewed the site plan for the subject property and offer the following comments: 1. The survey does not conform to the City's site plan/survey requirements. In particular:The Top of Wall and Bottom of Wall elevation are not depicted for the retaining walls; Structures within 50'of the property lines are not depicted; contour lines do not continue a full 50' beyond the property lines; and existing utilities are not depicted. 2. Some areas of the area depict^'4ft of fill being added to the site. I recommend the builder provide cut and fill calculations in order to determine quantities of soil being imported to the site. 3. Driveway requires paving from roadway to a min 30 ft in order to reduce driveway run off depositing soil and debris upon the roadway. Orono municipal code Sec 18-136(f). Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952)249-4661 aedwards@ci.orono.mn.us From: Christine Mattson Sent: Wednesday, July 01, 2015 7:33 AM To: Adam Edwards Subject: 2560 Kelly Ave/ #2015-00719 Adam, Please review the survey dated 6-30-2015 for a new single family home at 2560 Kelly Ave and provide comments. Thank you. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ S' 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Summer Office Hours: (Monday, May IS through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am 1 Christine Mattson From: Christine Mattson Sent: Friday, June 19, 2015 7:18 AM To: 'Naresh Uppal' Cc: 'Chet Masserano'; Melanie Curtis; Roger Peitso Subject: 2560 Kelly Avenue/#2015-00719 Attachments: letter.pdf; Hardcover Information Packet-2014.pdf; Survey Requirements-March 2014.pdf Naresh, Attached is a copy of the letter and attachments being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono ( 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 � � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Fridpy,July 3, 2015 1 . � �O�V� C ITY OF ORONO ,� ,�„ Street Address: Mailing Address: Telephone(952)249-4600 '� Gti'� 2750 Kelley Parkway I P.O.Box 66 I Fax (952)249-4616 �q �, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESHO� June 19,2015 Naresh Uppal Advanced Home, Inc. 1161 Wayzata Blvd E#167 Wayzata, MN 55391 Re: Building Permit Application#2015-00719 2560 Kelly Avenue On lune 8, 2015 the City received a building permit application for a new single family home at the above address. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey dated May 29, 2015 was submitted with the application. Please provide two copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed) addressing the following: a. The property is located in the LR-16 zoning district which requires a 30' rear setback. The house is shown at 16.5'. Please modify the survey to show the house in a conforming location. b. A retaining wall is shown and it's not labeled as existing or proposed. Please clarify. c. The delineated wetland edge is shown on the survey. Please have the surveyor verify the edge matches the approved delineation and is noted with the delineators name and date of approval. Please note the City engineer has not reviewed the survey and there may be additional comments and/or changes forthcoming. 2. Building Height/Number of Stories Calculation. Since the house location must be adjusted, the building height and number of stories calculation was not completed. There may be additional comments and/or changes forthcoming. 3. Land Alteration and Hardcover Plan. According to recently adopted Ordinance No. 146, Third Series, a land alteration and hardcover plan shall be submitted with the survey or site plan and incorporated as part of the building permit approval. The land alteration and hardcover plan should include � exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls, etc. The plan should also include the individual performing the work. 4. Hardcover Calculations. The property is located in Tier 3 of the Stormwater Quality Overlay District. Hardcover calculations are shown on the survey, however they are incomplete. Please have the surveyor prepare hardcover calculations, showing existing and proposed hardcover using the City's hardcover calculation worksheet. Attached is a copy of our hardcover information packet. � . ) June 19,2015 2560 Kelly Avenue Page 2 of 2 Your project may trigger the Minnehaha Creek Watershed District's (MCWD) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note, the City of Orono will not issue a building permit without a copy of MCWD permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO �� Christine Mattson Planning Assistant c Naresh Uppal via email Chet Masserano via email Roger Peitso, Building Official enclosures FW: 2560 Kelly Ave Page 1 of 3 From: Chet Masserano<CorporateREBrokers@comcast.net> To: mtrowst76<mtrowst76@aol.com> Subject: FW: 2560 Kelly Ave Date: Wed,Jul 22, 2015 10:06 am Attachments: image002.png (8K), Sketch of S&W 2560 Kelly Ave 07152015.jpg (83K) Attn: Doug Sandstad � � �� l See below and attached. �Ol� �,`� , �� e . 7 � � c� �o ��c�� c� s �� t c � /� �� e C� �� r� e •�• . � '��' '%lG�� ' .� C�'`e �� (� � � �- � �� l �� .� � �v�� o � � � � Chet Masserano CORPORATE REAL ESTATE BROKERS, INC. 10405 32"d Ave. NOrth Plymouth,MN 55441 763.593.9333�Phone 763.593.0756�Fax 612.275.9333�Cell CorporateREBrokers(c�comcast.net From: rustv@taYlorwestcorp.com [mailto:rusty@taylorwestcorp.com] Sent: Tuesday, July 21, 2015 2:49 PM To: 'Chet Masserano' Subject: FW: 2560 Kelly Ave This is what I sent. Rusty https://mail.aol.com/webmail-std/en-us/PrintMessage 7/30/2015 FW: 2560 Kelly Ave Page 2 of 3 From: rustv@tavlorwestcorp.com [mailto:rusty@taylorwestcorp.com] Sent: Wednesday, July 15, 2015 11:00 AM To: 'mtrowst76@aol.com' Subject: Z560 Kelly Ave Please see attached sketched. Water service is a 1" HDPE line, the disconnect was done live. Method: Cut line outside of former building foundation, slip valve over line, tighten, turn valve off, mark with wood post. Sanitary service is a 4" Iron pipe. At the time of demolition know one could identify the direction of the sanitary, during foundation removal we discovered the iron pipe running N. Westerly towards Shadywood road. The pipe was broke during the exploration so we excavated back to good solid pipe, Cut it straight with a gas operated chop saw and capped it with a rubber Fernco style cap, we backfilled the remaining trench Marked with a wood post. It is our estimate that the Sanitary sewer line is approximately 701f NW of the existing waterline post Recommendations for locating the sanitary line: Measure and scrape the ground. Mobilize a mini excavator or skid steer to excavate around the approximate area. Hire a private locating service to locate the approximate location United Locatinq Service 3225 Neil Armstrong Blvd, #200 St Paul, MN (763) 398-0980 USIC Locatinq Service 3947 Excelsior Blvd Minneapolis, MN (952) 938-1432 GPRS Inc. Private Utility Locators - Minneapolis(6i2)2�0-842� Please let me know if you have any other questions. Thank you. https://mail.aol.com/webmail-std/en-us/PrintMessage 7/30/2015 FW: 2560 Kelly Ave Page 3 of 3 Russell J. Thole Taylor West Phone: 651-248-3132 Fax: 651-528-8351 rusty(a�taylorwestcorp.com www.taylorwestcorp.com 2 Attached Images _ _ _ _ _ _ . _ _ . _ _ ♦ � � � � 1{ �� . .�� a ;.� ........ � ..... ,.., I � I i4� � ... _ _. https://mail.aol.com/webmail-std/en-us/PrintMessage 7/30/2015 � � Shad}-�saod Fellmsship a �. o �, ~ •� � M . F.ti cb,ng.�.. lrou saoitar}� line nnmarked Former Gara6e � sbos�e ground approzimalle;. . 4'deep Farmer i`iouse � Blue pnst marl�ng �saterliue apprnsimat��• 10'deep � � � � �; :� � � . - - - _ _ ____ Kell}�St. - - �r � � �i F 0 R T E ��B 5UMMARY REPORT 2560 Kelly Ave Excelsior MN.4te 01:Main Level Member Name ResuRs Current Solution Comments Wdw hdr SW Bath Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr SW Bedroom-rear(2) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr SW Bedroom-rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.Z Wdw hdr SW Bedroom-front corner Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr SW Bedroom-front Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrand0 LSL Wdw hdr Great Room Passed 2 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrand0 LSL Dr hdr Dining Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr Dinig Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Wdw hdr NW Bedroom-side Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrand0 LSL Wdw hdr NW Bedroom-rear(2) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw hdr NW Bedroom-rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw hdr NW Bedroom Closet Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw hdr NW garage Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Dr hdr NW garage Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw hdr NE Garage(3) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Garage door header(9') Passed 2 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrand0 LSL Garage door header(18') Passed 2 Piece(s)1 3/4"x 14"2.OE Microllam0 LVL Dr hdr NE garage Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Dr hdr service garage Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw hdr stair Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Dr hdr Foyer Passed 2 Piece(s)1 3/4"x 9 1/2" 1.SSE TimberStrand0 LSL Wdw hdr SW Bath-side Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Beam above screen porch-front Passed 2 Piece(s)1 3/4"x 9 1/2"2.OE Microllam0 LVL Beam above screen porch-rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Beam above portch-rear Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Beam above portch-middle Passed 2 Piece(s) 1 3/4"x 9 1/2"1.SSE TimberStrand0 LSL Beam above portch-front Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 02:Lower Level Member Name ResuRs Current Solution Comments Wdw hdr SW bedroom-rear(side) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr SW bedroom-rear(front) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr SW bedroom-side(rear coner) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw hdr SW bedroom-side(front) Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrand0 LSL Wdw hdr Family Room Passed 2 Piece(s)1 3/4"x 11 7/8"1.55E TimberStrandOO LSL Dr hdr bump out-rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw hdr at bump out Passed 2 Piece(s) 1 3/4"x 11 7/8" 1.SSE TimberStrand0 LSL Wdw hdr Bedroom Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Wdw hdr Bedroom-front(corner) Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrand0 LSL Beam above srairs Passed 2 Piece(s)1 3/4"x 9 1/2" 1.SSE TimberStrand0 LSL Beam above bump out Passed 4 Piece(s)1 3/4"x 18"2.OE Microllam0 LVL Beam at deck-left Passed 1 Piece(s)5 1/4"x 11 7/8"2.OE Parallam0 Plus PSL SL2-Moist Use 16%<MC<=28% Beam at deck-right Passed 1 Piece(�s)5 1/4"x 11 7/8"2.OE Parallam;�Plus PSL SL2-Moist Use 16/o<MC<=28/o 03:Girders(Sized for point loads only) Member Name ResuRs Current Solution Comments Support 1 failed the reaction FGT 1 Failed 1 Piece(s)2 x 4 Spruce-Pine-Fir No. 1/No.2 check due to insufficient bearing ca aci . GT 1 Failed 1 Piece(s)2 x 4 Spruce-Pine-Fir No. 1/No.2 Multiple Failures/Errors , �� , pC RG� 0 Forte Software Operator ,)ob Notes 8/6/2015 9:12:25 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 ' �yma��umbe� 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te � (952)470-4803 Excelsior MN �� john_nelsen@Iymanlumber.com #2052908/OS/2015 POf�B 1 Of43 --- .____. !I F Q R T E MEMBER REPORT Main Level, Wdw hdr SW Bath PASSED , � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'5" ,� . �.. �, w � �� .��:�� , � + - � _ , � + 0 0 3'2' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual�Location Allowed Result LDF Load:Combination(Pattem) System:Wall Member Reaction(Ibs) 529 @ 0 1913(1.50") Passed(28%) -- 1.0 D+ 1.0 S(All Spans) Member 7ype:Header Shear(Ibs) 251 @ 10 3/4" 2872 Passed(9%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 452 @ 1'8 1/2" 3946 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Code:teC Live Load Defl.(in) 0.002 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.003 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 5(All Spans) • DeFlection criteria:LL(L,/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 3'S"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supports Qbs) '��. i Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 200 329 529 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 200 329 529 None TribuWry Dead Snow Loads Location w�am �0.90� �i.is� Comments 1-Uniform(PSF) 0 to 3'S" 5'6" 20.0 35.0 Snow-main 'I Weyerhaeuser Notes (r�SUSTAINABLE FORESTRY INITIATIVE l Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Plan date:06/OS/2015 ` . � � ,�;' � ' �` � . ;r , � , , , . : �� - ; � �, Forte Sokware Operator Job Notes 8/6/2015 9:12:25 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Keliy Ave 2560 Kelly Ave Excelsior MN.4te (952)470-0803 Excelsior MN i john_nelsen.nlymaNumbe�.com I #2052908105120i5 I Paye 2 of 43 ' �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr SW Bedroom-rear(2) PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'3' + + 0 0 � � � 2� � � All locations are measured from the outside face of left support(or left qntilever end).All dimensions are horizontal.;Drawing is Conceptual d RBW�#� Ad�W�La0afi0n ABOMwd: ' �td�lf,;,. '� 1T!? 5�+�d;. � . ;� (�a�qir�!) , . System:Wall Member Reaction(Ibs) 348 @ 0 1913(1.50") Passed(18%) -- 1.0 D+1.0 S(All Spans) member 7ype:rieader Shear(Ibs) 71 @ 10 3/4" 2872 Passed(2%) 1.15 1.0 D+1.0 S(All Spans) Bul�ding Use:Residential Moment(Ft-Ibs) 196 @ 1'1 1/2" 3946 Passed(5%) 1.15 1.0 D+1.0 5(All Spans) Building Code:tsC Live Load Defl.(in) 0.000 @ 1'1 1/2" 0.075 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Metliodology:ASD Total Load Defl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflectbn criteria:LL(U360)and TL(L J240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise.Proper attachmeM and posftioning of lateral brecing is required to achieve member stadlity. •Applkable calculadons are based on NDS 2005 methodology. �aMng �ik?4A�oFb,�Is) e. , �, , . : - Supports Toh� '�w�►ib �taq� .�•. -.� �.,� ' �.":�: . 1-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None T�ibub►Y Qe�d 'Snow . '; l.0ail5�� loiafion fNWI� (0.90), {..{i;i5) :'�. 1-Un'rform(PSF) 0 to 2'3" 5'6" 20.0 35.0 Snow-maln �W�@1�1a@l1&ll'�NOI'�S� .. ;.. .. ... .. '.�. .., ... �. <.,.. ..- - . �.:.. ' ��: �:. (ij)SUSTAINABLE fORESTRY INITIATNE We rhaeuser warraMs that tF�e sizin of its roducts will be in accordarxe with W erhaeuser Y Ye 9 p ey product design criteria and puWished design values. Weyerhaeuser expressly disclaims any other warrer�tia related to the software.Refer to arrent Weyerhaeuser Ilterature for InstalWtion details. (www.woodbywy.com)Accessories(Rim Board,Bbcking Panels and Squash Blacks)are n�desgned by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authoriry having jurisdidion.The designer of record,builder or framer is responsible to assure that this cakulation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support informatlon have been provided by Plan date:06/OS/2015 Forte sottware Operator ,lob Notes 8(6/2015 9:12:26 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com #20529 08/OS/2015 Page 3 of 43 �F 0 R T E y MEMBER REPORT Main Level, Wdw hdr SW Bedroom-rear PASSED , � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'3" + � + 0 0 e 4 � 0 � All locations are measured from the outside face of left support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceplual � {,� �;��p��ry�) System:Wall _ �4+iYlkB, :�tul�tae�cn �lboweA.' _ � , r,, Member Reaction(Ibs) 658 @ 0 1913(1.50") Passed(34%) -- 1.0 D+1.0 S(All Spans) rtember Type:Header Shear(Ibs) 380 @ 10 3/4" 2872 Pdssed(13%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResideMial Moment(Ft-Ibs) 699 @ 2'1 1/2" 3946 Passed(18°k) 1.15 1.0 D+1.0 S(All Spans) euiiding Code:tec Live Load Defl.(in) 0.005 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.008 @ 2'1 1/2" 0.213 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflectan criteria:LL(L/360)and TL(U240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless ddailed othervvise.Proper attachmeM and posi�oning of laberal bradng is required to achieve member stability. •Applicable wlculations are based on NDS 2005 m&hodology. ; �SdnO: .toAd��o�YQp01b�s) Stfpp0l'1� ` To�al;, Avl�l�le Rbqairo� Dl�A�. Seow Tatal Aa� 1-Trimmer-SPF 1.50" 1.50" 1.50" 249 409 658 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 249 409 658 None 7Yibufxy Dei� Slqw L08d5 l,xadon Widlh (0.90) (Li',,7, Conrnenb 1-Uniform(PSF) 0 to 4'3" 5'6" 20.0 35.0 Srrow-main W��18@US@I'�NOL1� , °�� ' �� (l�SUSTAINABLE f-0RESTRY INITIATNE l Weyerhaeuser warcaMs that tfie sizing of its products will be in aaordarxe with Weyerhaeuser product design criteria and published desgn values. Weyerhaeuser expressly disclaims any other warrentles related to the software.Refer to curreM Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bbcks)are not designed by this wftware.Use of this soRware is rrot iMended to circumvent the need for a design professional as determined by the authority liaving jurisdktion.The designer of record,builder or f2mer is responsible to assure that this wlculation Is compatible witFi the overall project.Products manufattured at Weyerhaeuser facilities are third-parry certlfied Yo sustainable forestry standards. The product application,input design loads,dim�sions and support infortnatlon have been provided by Plan date:06/OS/2015 Forte So(tware Operotor dob Notes 8/6/2015 9:12:26 AM John Nelsen Advance Homes FOtt2 V4.6,Design Engine:V6.1.1.5 Lyman�umber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN i john_nelsen@lymanlumber.com #2oszs oaios�zo�s Page 4 of 43 ' �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr SW Bedroom-front corner PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'9" + + 0 0 i �a z.6. � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual � � �: ,.., _ n ite8111ti - ,aKw1 o tAaHon- Al�ow�m... � M tlM�. to�d.�0�i�pp,,`" .. ) ; , ;; syscem:wau Member Reaction(Ibs) 300 @ 0 1913(1.50") Passed(16°h) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 104 @ 1'10 1/4" 2872 Passed(4°k) 1.15 1.0 D+1.0 S(All Spans) euilding use:Residential Moment(Ft-Ibs) 194 @ 1'4" 3946 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Code:tBC Live Load Defl.(in) 0.001 @ 1'4 5/16" 0.092 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.001 @ 1'4 5/16" 0.138 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflectan criteria:LL(L/360)and TL(L,/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9"o/c unless detailed arherwise.Proper adachment and positioning of late2l bradng is required to achieve member stadlity. •Applkable calculatlons are based on NDS 2005 methodology. BaeAnq #.Os�tlt'#O,SIIp�91t6'(Wl�); a _ .. ...: . , _ ,.. ,. ,; ;. .,,. , . * . .. SUp 7'9tal Av�IHable Reqaira9 h.Dane '3iloM�..- �� ; Ao�ofifa" 1-Trimmer-SPF 1.50" 1.50" 1.50" 104 1% 300 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 92 172 264 None Tributery Dead Snaw < Loads wcaaon .w�em #o.go� �Lx5� ; cvmineoh 1-Tapered(PLF) 0 to 2'9" N/A 76.6 to 51.7 159.9 to Generated from 307.9 Loadi Assistant WeyelfiaeUS61'NObCS:, ` , �SUSTAINABLE iORESTRY INITIATIVE Weyerhaeuser warrarrts that the sizing of its products will be in accordance with Weyerhaeuser product desgn criteria and puWished design values. Weyerhaeuser expressly disclaims any otlier warranties related to the software.Refer to current Weyerhaeuser literdture for installatlon details. (www.woodbywy.wm)Aaessories(Rim Board,Blodcing Panels and Squash Blocks)are not desigr�ed by this software.Use of this software is not intended to circumveM the need for a design professional as determined by tlie authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculatlon is compadble with tfie rnerall project.Products manufactured at Weyerlweuser facilities are thircl-party certified to sustainade forestry standards. The product application,input design loads,dimensions and wpport infortnation have been provided by Plan date:06/OS/2015 Porte sottware operaror ,Job Notes 8/6/2015 9:12:26 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@Iymaniumbeccom #zosze os�osi2o�s . Page 5 of 43 �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr SW Bedroom-front PASSED � 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand� LSL overau Lengtn:s�s• + + 0 0 � s, � o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual �ES' :�a¢u1tPe-,, . : ,.��!'O to�loe ` :" /►Mowad: ` , R�a� tAF 1�ae: . �. (ial�a�w) rv System:Wall Member Reaction(Ibs) 4899 @ 6'4 1/2" 7613(3.00") Passed(64%) -- 1.0 D+1.0 S(All Spans) Member 7ype:Header Shear(Ibs) 3078 @ 5'S 1/2" 7902 Passed(39%) 1.15 1.0 D+1.0 S(All SpanS) Building Use:Residential Moment(Ft-Ibs) 4782 @ 3'4 13/16" 11985 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) suiiding Code:16C Live Load DeFl.(in) 0.072 @ 3'3 9/16" 0.208 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.110 @ 3'3 5/8" 0.313 Passed(Ub84) -- 1.0 D+1.0 S(All Spans) •Deflectan criteria:LL(U360)and TL(L/240). • Bracing(Lu):All compressbn edges(top and bottom)mu�be braced at 6'6"o/c unless detailed otherwise.Proper attachmeM and positioning of lateral brdcing is required to achieve member stability. 8ari�q . ; � JAMrdl��o6npp!xts.�� , .' `TOtal 74rallsliie Rsqph�d :�d '8now' : 7`bqd'� Aaeu�oe#�u,, .: 1-Trimmer-SPF 3.00" 3.00" 1.50" 1018 2011 3029 None 2-Trimmer-SPF 3.00" 3.00" 1.93" 1757 3142 4899 None 7rlbutary Deid SIIOw I.OBdS i�+wflon. YY'dfh (0.90) (L15�''' Oonrl� 1-Tapered(PLF) 5'10"to 6'6" N/A 97.0 to 91.0 Z02.5 to Generated from 189.9 Loadi Assistant 2-UnKorm(PLF) 0 to 4'SO" N/A 285.1 595.0 ��abed from Loadi Assistant 3-Point(Ib) 5'10" N/A 1267 2147 ��m Loadi Assistant �WEY�FIa@IISE�'NO�S ' � � � � -� � � � (Z�SUSTAINABLE fORESfRY INRIATIVE l Weyerhaeuser warrarMs that the sizing of itr products will be in aaordance with Weyerhaeuser product design criteria and pudished design values. Weyerhaeuser expressly disclafms any other warranties related to the software.Refer to curr�t Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blacking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculadon is compatiWe with the overall project.Products manufactured at Weyerhaeuser fadlities are third-party certifled to susWinable foreshy standards. The produd application,input design laads,dimensiais ard support ir�fortnation have been provided by Plan date:06/OS/2015 Forte sottware Operotor Job Notes 8(6/2015 9:12:26 AM John Nelsen Advance Homes FoRe v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN ; john_nelsen@lymanlumher cem #?n529 08�05/2015 f'8g@ 6 Of 43 ' �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr Great Room PASSED 2 piece(s) 1 3/4"x 11 7/8" 1.55E TimberStrand0 LSL Overall Lengfh:s'6• + + 0 0 � 9. � 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ,. .. ., �, . �; ..; 11��6YIL8.; •. #3wf:JEi L�bqlion /1114wwd,,., �, �,:�DFr �d .., .'�P�n): : `'' System:Wall Member Reaction(Ibs) 4597 @ 1 1/2" 7613(3.00") Passed(60%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 3354 @ 1'2 7/8" 9878 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Bullding Use:Residential Moment(Ft-Ibs) 10047 @ 4'8 7/16" 18346 Passed(SS�o) 1.15 1.0 D+1.0 S(All Spans) suilding Code:IBC Live Load Defl.(in) 0.151 @ 4'8 13/16" 0.308 Passed(U735) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.241 @ 4'8 13/16" 0.463 Passed(U461) -- 1.0 D+1.0 S(All Spans) • Defiection criterla:LL(U360)and TL(L/240). • Bracing(Lu):All compression edges(top and boaam)must be braced at 9'6"o/c unless d�ailed otherwise.Proper attachment and positioning of late2l b2dng is reqWred to achieve member stabiliry. �D , ��b1►��);�, ., T�oW Ar�4te 1te9uk+ed .°�11. '� x � ,��"";'�filis�al�0i�rs 1-Trimmer-SPF 3.00" 3.00" 1.81" 1711 2886 4597 None 2-Trimmer-SPF 3.00" 3.00" 1.74" 1645 2771 4416 None 7r8N�tary Dead � � Snqw:y.� LoadS� � w�uon � �Wsdq� �o�o) � (�.� �-.com� 1-Un'rform(PSF) 0 to 3'3" 18' 20.0 35.0 Snow-main 2-Uniform(PSF) 3'3"to 9'6" 16'6" 20.0 35.0 Snow-main We�QI'Ii8@Y58C�N0'E85`... � .�� „ � ....... . . . ��.. ,� ,,. ;:. > ,:� . ., .. �.. . �� (L�SUSTAINABIEFORESTRYINRIATIVE Weyerhaeuser warrards that the sizing of its products will be in aaordance witli Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the soRware.Refer to curreM Weyerhaeuser literature for installation details. (www.woodbywy.com)Acceswries(Rim Board,Bbcking Panels and Squash Blocks)are not designed by this soRware.Use of this software is rwt intended to circumvent the need for a design professional as determined by the authority having jurisdktion.The designer of record,builder or framer is responsible to assure that this calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied to susqinade forestry standards. The product appikation,input design loads,dimensions and support information have been provided by Plan date:06/OS/2015 Forte sonware operotor .Job Notes 8/6/2015 9:12:27 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com #20529 OS/05/2015 Page 7 of 43 �F 0 R T E � MEMBER REPORT Main Level,DrhdrDining PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall�ength:3'5" + + 0 0 r { 3�r � 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ` n R�1i1�'6'r . ;ilct�wl0 LoeMion-. , Mo�;.' ,�k i.o�' ioMl:L�im�tkn LPatten�) . System:wall Member Reaction(Ibs) 1093 @ 0 1913(1.50") Passed(57%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ib5) 520 @ 10 3/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) euilding Use:Residential Moment(Ft-Ibs) 933 @ 1'8 1/2" 3946 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.004 @ 1'8 1/2" 0.114 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Metfiodology:ASD ToWI Load DeFl.(in) 0.007 @ 1'8 1/2" 0.171 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflettbn ttiteria:LL(U360)and TL(U240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'S"o/c unless detailed otherwise.Proper attachment and positionirg of lateral bradng is required to achieve member stability. •Applicable wlculations are based on NDS 2005 methodology. :;BeiNnO �..' - �}�11��DSI�OIb{�bf) :: .. ._ . . ; � . 7oq� 1►�ries " '�ot}i silvNq�ble ,.lGa9uired '- De�d *rtiow 1-Trimmer-SPF 1.50" 1.50" 1.50" 405 668 1093 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 405 686 1093 None Ttibptary Desd Slww Loads I.ocation wwth (0.90) ' ;1.15'� comma� 1-Uniform(PSF) 0 M 3'S" 11'6" 20.0 35.0 Snow-main Weyel'M8eU5@F NO�S � � � � � � '�� .. (Z�)SUSTAINABIE fORESTRY INRIATIVE .` Weyerhaeuser warraMs that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any ofher warraritia related to the software.Refer to curteM Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocldng Panels and Squash Bbcks)are rat designed by this soRware.Use of this soRware is no[iMended to circumveM the need for a design professional as detertnined by the authority having Jurisdiction.The designer of recorcl,builder or framer is responsible to assure that tfiis wkulatlon is compatible wRh the overall project.Products manufactured at Weyerhaeuser facilibes are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support infortnadon have been provided by VWn date:06/OS/2015 Forte SoRware Oparator dob Notes 8/6/2015 9:12:27 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lym2nlumber.com �. #20529 OS/05/2015 � - P8g@ 8 Of 43 . �F 0 R T E � MEMBER REPORT Main Level, WdwhdrDinig PASSED 2 piece(s) 13/4"x 9 1/2" 1.55E TimberStrandp LSL Overall Length:12'B" + + 0 0 � �r � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual f1,1�8$UIl� ; J1ftu�1Q10c�tlon ANowad,, '-� ; L�iF :�s�tA,+W�lln) �' � ` System:Wall Member Reaction(Ibs) 1596 @ 1 1/2" 7613(3.00") Passed(21%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 1330 @ 1'1/2" 7902 Passed(17%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 4790 @ 6'3" 11985 Passed(40%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.146 @ 6'3" 0.408 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.355 @ 6'3" 0.613 Passed(U414) -- 1.0 D+1.0 S(All Spans) • Deflectbn criteria:LL(U360)and ll(U240). • Bracing(lu):All compression edges(Mp and bottom)must be braced at 12'6"o/c unless detailed otherwise.Proper attachmeM and posftioning of late2l braci�g is required to achieve member stability. �� ., �°: . SII 3oRa1 , -Ava8lsble Requkad ' ��,.,' '�qio�iiF: Yo�-' 1-Trimmer-SPF 3.00" 3.00" 1.50" 940 656 1596 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 940 656 1596 None � Trlbupry "Oeaa � S�q►r. �� Loads ioeauan wwem �a+�o� ` �s;�sj "conww� 1-Uniform(PSF) 0 to 12'6" 3' 20.0 35.0 Snow-main 2-Uniform(PLF) 0 to 12'6" N/A 80.0 - Gable end wall load W2y�1�1880581'�IO�CS �. ,.. ;...� .;.. ; r� � , „ ��. „�... .;. ., � �.. � (Z�SUSTAINABLE FORESTRY INRIATIVE We rhaeuser warrar�ts that the sai of its roducts will be in aaordance with We erhaeuser roduct desi n criteria and udished l Ye �9 P Y P 9 P desi9n values. Weyerhaeuser expressry disdaims any oMer warranties related to the software.Refer to current Weyerhaeuser literature for installadon details. (www.woodbywy.can)Accessories(Rim Board,&ocking Panels and Squash Blaks)are not designed by this software.Use of this software is not intended to circumveM the need for a design professional as determined by the authority having jurisdictlai.The designer of record,builder or framer is responsible to assure that this calculation is canpatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied to sustainable forestry standards. The product application,input design loads,dimensions and support informadon have been provided by PWn date:06/OS/2015 Forte sonware oPerator dob Notes 8/6l2015 9:12:27 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � john_nelsen@iymanlumber.com �2052900,�05/2C15 Q Page_. of 43 �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr NW Bedroom-side PASSED � 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand� LSL Overall Length:6'6' I; + + 0 0 � s, : � o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ; '1k1�1.�laca�on. �, A1bWM1; RlWIt,, ' LDF i�:ConlbiniKioa(�brs�) System:Wall Member Reaction(Ibs) 3799 @ 6'4 1/2" 7613(3.00") Passed(50%) -- 1.0 D+1.0 S(All Spans) f Member Type:Header Shear(Ibs) 3249 @ 1'1/2" 7902 Passed(41%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residerrtial Moment(Ft-Ibs) 7525 @ 2'6" 11985 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Buuding Code:IBC Live Load DeFl.(in) 0.099 @ 3'2 3/16" 0.208 Passed(U�58) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.154 @ 3'2 1/8" 0.313 Passed(U�) -- 1.0 D+1.0 S(All Spans) •Deflection uiteria:LL(U360)and TL(U240)• • Bracing(Lu):All rnmpression edges(top and bottom)must be braced at 6'6"o/c unless detalled otherwise.Proper attachment and positanirg of lateral bracing is required to achieve member stability. 8ett1e9 ; „ . ;. ' �.tD�di�o3uPPurfs{9n): . ${I ppl�S-' Totel AvalMbye 'Reqr4ed Dead Sn6�w Td� ,, /Woassories 1-Trimmer-SPF 3.00" 3.00" 1.50" 1266 2248 3514 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 1318 2481 3799 None 7ri4u1aiY De�U Snow Loads i«suon wr�n �a9o� �s.u� Conmen�s 1-Tapered(PLF) 0 to 2'6" N/A 74.4 to 97.0 1551 to Generated from 202.5 Loadi Assistant 2-Uniform(PLF) 3'6"to 6'6" N/A 307.5 641.7 ��m Loadi Assistant 3-Point(Ib) 2'6" N/A 1380 2357 �erated from Loadi Assistant Weyel'I1ae1/Sel'NO�S �� ' �� . (L�SUSTAINABIE FORESTRY INRIATIVE l Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyertweuser product design criteria and published design values. Weyerhaeuser expressty disdaims any other warrantles related to[he software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Accessaies(Rim Board,Blocking Panels and Squash&ocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as d�ermined by the authority having jurisdiction.The designer of record,builder or fiamer is responsible to aswre that this plculatlon is compadble with the overall project.Products manufac[ured at Weyerhaeuser facilitles are third-party certified to sustainable foreshy standards. The product applicatlon,input design bads,dimensions and wpport information have been provided by Plan date:06/OS/2015 Forte Sokware Operotor Job Notes 8/6/2015 9:12:27 AM John Nelsen Advance Homes FOrte V4.6,Design Engine:V6.1.1.5 �ILyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � iohn_nelsen@lymanlumber.com t�2052908,�05!20^5 P8g@ 10 Of 43 � . �F 0 R T E ro MEMBER REPORT Main Level, Wdw hdr NW Bedroom-rear(2) PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Lenglh:2'3' + + 0 0 � � Z. � � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual R��i � . Jl�ual�lO�tiOn . AY�rad .:, �t iDF-.�,lo�A•-f:o�il�l�l�oa:�'�iNn1 . "-: . ' System:Wall Member Reaction(Ibs) 348 @ 0 1913(1.50") Passed(18%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 71 @ 10 3/4" 2872 Passed(2%) 1.15 1.0 D+1.0 5(All Spans) Building Use:Residendal Moment(Ft-Ibs) 196 @ 1'1 1/2" 3946 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.000 @ 1'1 1/2" 0.075 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Merhodology:nso ToWI Load Defl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Defled'an criterfa:LL(L/360)and 1'L(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'3"o/c unless detailed othenvise.Proper attachment and positionirg of late2l b2cing is required to achieve member stabiliry. •Applicable cakulations are based on NDS 2005 methodology. Hear�Y �!b0�pfo��#�t)q $U p0175 4otel-r-Availabla ' �d .':b�rii' :�noiM'> „`�ptAl �1Cpa�io�i�p;: 1-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None Tribub�rY Daad Snow ` 1.08t1S� �� Locatioe WWth �. (0.9U)� � s "j�,:i6) '� �m0��'- 1-Unifortn(PSF) 0 to 2'3" 5'6" 20.0 35.0 Snow-main W@yB1♦18eUSel'NO�S '��.. -- �. ` �� ..� .. -. ,.,. , ..� �... .. ,�. (t�SUSTAINABLEFORESTRYINRIATNE Weyerhaeuser warrarrts fhat the sizing of its products will be in accordance wRh Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installadon d�ils. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatlble with the rnerall project.Products manufactured at Weyerhaeuser facitlties are third-party certified to sustainable forestry standards. The produd applicatlon,inqrt design loads,dimensions and support informatlon have been provided by PWn date:O6/OS/2015 Forte Software Operator �ob Notes 8/6/2015 9:12:28 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com #20529 08/OS/2015 PaoP 11 nf 43 _ -- — ---- — ---.._---- _— -- --- � �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr NW Bedroom-rear PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Length:4'4" + + 0 0 � 4.�. �. � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual : Rlsdi��R �� arid... #�t� ' LtiF. 1�1111:�OI�hL�n{P�f�) ' System:Wall Member Reaction(Ibs) 671 @ 0 1913(1.50") Passed(35%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 393 @ 10 3/4" 2872 Passed(14%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 727 @ 2'2" 3946 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IeC Live Load DeFl.(in) 0.006 @ 2'2" 0.144 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Des�9n Methodology:ASD Total Load DeFl.(in) 0.009 @ 2'2" 0.217 Passed(U999+) -- 1.0 D+1.0 5(All Spans) •Deflection criteria:LL(L/360)and TL(U240)• •Bradng(Lu):All compression edges(top and bottom)must be braced at 4'4"o/c unless detailed otherwise.Proper attachmeM and positloning of lateral bracing is required to achieve member stabiBty. •Appliwble calculations are based on NDS 2005 meUwdobgy. H411r'H�, �lJds 19 SdPDP�f�3_ ;� � � 7ofa1 Nratlr�le� ��Re9uintl '�iaaA � ;5wo�i � �ot�d�� c�or�- � 1-Trimmer-SPF 1.50" 1.50" 1.50" 254 417 671 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 254 417 671 None 7Yibulary:; Oead S�qw �.pBdS ; Locadon Widtl� (0.90) ' (1.1l� , t+awne�ts 1-Un'rform(PSF) 0 to 4'4" 5'6" 20.0 35.0 Snow-main W��Ia6U§�1'NQ�85�.:... � (Zy)SUSTAINABLE FORESTRY INITIATIVE Y Weyerhaeuser warraMs tfiat the sizing of itr products will be in aaorclance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressty disdaims any oMer warrantles related to the software.Refer[o curreM Weyerhaeuser literature for installatlon d�ils. (www.woodbywy.wm)Aaessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this software is not iMended to circumvent the need for a design professional as determined by the authority having�urisdkdon.The designer of rewrd,builder or framer is responsible to assure that this calculation is compatlble with tfie overall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry slandards. The product applicadon,input design bads,dimensions and wpport information have been provided by Plan date:06/OS/2015 Forte SoRware Operotor dob Notes 8!6/2015 9:1228 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumbeccom #20529 08/05/2015 Page 12 of 43 • � F 0 R T E p MEMBER REPORT Main Level, Wdw hdr NW Bedroom C/oset PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'3" + + 0 0 � Z, � � 0 All locatlons are measured from the outside face of left support(or left wndlever end).All dimensions are horizontal.;Drawing is Conceptual � ��.fl811�5 At�usl@LaCaNdp ANoMred',;.°, �Iv IR ; "s;;� �{rbads.�7op�6'p{��j.; ;. System:Wall Member Reaction(Ibs) 269 @ 2'3" 1913(1.50") Passed(14%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shedr(Ibs) 58 @ 10 3/4" 2872 Pa55ed(2%) 1.15 1.0 D+1.0 5(All Spans) euilding Use:Residentlal Moment(Ft-Ibs) 145 @ 1'1 13/16" 3946 Passed(4%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IeC Live Load Defl.(in) 0.000 @ 1'1 5/8" 0.075 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.000 @ 1'1 5/8" 0.112 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflectbn aiteria:LL(LJ360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)mus[be brated at 2'3"o/c unless detailed othenvise.Proper attachment and positionirg of lateral bracing is required to achieve member stability. •Applicable cakulations are based on NDS 2005 metliodology. BEa17!�Y �11, �� SU If5 ToLI Atre�We Requirad' ,.��x, 'Srprii. ` TotN; - �1pq�es . , 1-Trimmer-SPF 1.50" 1.50" 1.50" 85 160 245 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 92 176 268 None , TdbuY�ry Destl Snovp ;' ' 1.t�(lS t.orafion WIdtA {0.90) (,�.15) `, f�t�ls 1-Tapered(PLF) 0 to 2'3" N/A 61.5 to 81.9 128.4 to Gerrerated from 171.0 Loadi AssistaM W@�P.I�I18�11SBP NO�S .: ,, ' .�.� . �.��. .� � .. . � ..� . � .�� '�' � .. .�� (I�SUSTAINABLE FORESTRY INRIATIVE Weyerhaeuser warraMs that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to curreM Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blaks)are not designed by this software.Use of this software is not ir�tended to circumvent the need for a design professional as d�ermined by the autFwrity having�urisdiction.The designer of record,builder or fiart�is responsible to assure that this cakulation is compatible with the overall project.Products manufactured at Weyerhaeuser fadlitles are third-party cerdfied to sustainable forestry standards. The produd application,inqrt design Iwds,dimensions and support information have been provided by Plan date:06/OS/2015 Forte sottware operator ,lob Noces 8!6l2015 9:12:28 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN i john_nelsen@lymanlumbeccom #2052908/05/2015 Page 13 of 43 �_. .._.. .— --__._..__._�L_....._. __.------.. —____--- ---.—� �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr NW garage PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overell Length:2'3' + + o � � z, � � � All locations are measured from the outside face of left support(or left candlever end).All dimensions are horizontal.;Drawing is Conceptual p�gj ��, 1►110NMEd'-.:' �e�t` 1DF. t�1:�A�ln�tlor�{Ve�ar») : System:Wall Member Reaction(Ibs) 719 @ 0 1913(1.50") Passed(38%) -- 1.0 D+1.0 S(All Spans) Member rype:Header Shear(Ibs) 147 @ 10 3/4" 2872 Pdssed(5%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential Moment(Ft-Ibs) 405 @ 1'1 1/2" 3946 Passed(10%) 1.15 1.0 D+1.0 S(All Spans) Buikling Code:IBC Live Load DeFl.(in) 0.001 @ 1'1 1/2" 0.075 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) �9n Methodology:ASD ToWI Load Defl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflectan criteria:LL(L/360)and TL(LJ240). • Bracing(Lu):All compressbn edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabillty. •Applicable pkuladons are based on NDS 2005 methodology. � ` , 9MeLW � ; 1�OA�d��O.$�lpl��) ,' , : � �e.a . ��.we ,� � .�sw: . �ot� �or� 1-Trimmer-SPF 1.50" 1.50" 1.50" 267 453 720 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 267 453 720 None Trlbn�a�Y ' �eed Snuw tosas �.no� w�aen< ,co.9o� t�.ss�: co� 1-Unifortn(PSF) 0 to 2'3" 11'6" 20.0 35.0 Snow-main wey�l�ae�`��1'�Q��.. � � � � � � � (!j)SUSTAINABLE FORESTRY INITIATIVE Y Weyerhaeuser warraMs that the slzing of its products will be in aaordance wRh Weyerhaeuser product design uiteria and published design values. Weyerhaeuser expressly discWims any other warrandes reWted bo the soRware.Refer to curtent Weyerhaeus�lite2ture fw installation details. (www.waodbywy.com)Accessories(Rim Board,Blaking Parrels and Squash Bbcks)are not desgned by Mis software.Use of this software is not intended to circumvent tfie need for a design professional as determined by tfie authority having jurisdiction.The designer of record,builder or framer is responsible to assure tha[this plculation is compatlble with tlie rnerall project.Produtts manufactured at Weyerhaeuser facilities are third-party certified to sustainaMe forestry standards. The produd application,input design loads,dimensions and support infortnadon have been provided by Plan date:06/OS/2015 Forte Software Oparawr Job Notea 8/6/2015 9:12:28 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN ! john_nels�n@lymanlumbeccom #20529 ORI05/2015 Fage 14 cf 43 . �F 0 R T E � MEMBER REPORT Main Level,DrhdrNWgarage PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overail Lengih:3'S" + + 0 0 � 3.r � 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ... :.� � ,. ._„ . . 11�{1� AUWt��,oC�tioi► Al1oMrld �-� �Yk µ ' -1.DF tqilds�A�EiD�j�) ' System:Wall Member Reaction(Ibs) 1093 @ 0 1913(1.50") Passed(57%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 520 @ SO 3/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 933 @ 1'8 1/2" 3946 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Buikling Code:�sC Live Load Defl.(in) 0.004 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) oesign Methodology:nsD ToWI Load Defl.(in) 0.007 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 S(All Spans) •Deflectan criteria:LL(LJ360)and TL(U240). •Bracing(Lu):All wmpressbn edges(top and bottan)must be braced at 3'S"o/c unless detailed otherwlse.Proper attachment and positioning of lateral bracing is required to achieve member stadlity. •ApplicaWe calculations are based on NDS 2005 methodology. L'p�IldttDSYJI�O!ti.� � � . . : � : �� ;... �,�^ , r..-. . SUpp01#�5 Total AvN1aWe ReyWe�d z{�a, - `'6aoiir, `'�o�ii " , 1-Trimmer-SPF 1.50" 1.50" 1.50" 405 688 1093 None 2-7rimmer-SPF 1.50" 1.50" 1.50" 405 688 1093 None T�iUYEMY D4ad 51Aowr 1.08i�S' loCalion , 1NMth. , (0.9p) {3.13j Lapf�pe�Ns 1-Uniform(PSF) 0 to 3'S" 11'6" 20.0 35.0 Snow-main W8yB1'I18C118E1'-NO�S .; ;� ' .. ... .. ..�;. ,_ . . ' .. � . , �� . .. � , , ;. ..� (L�SUSTAINABLEFORESTRYINITIATIVE Weyefiaeuser warraMs that the sizing of its products will be in accorciarxe with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser Iiterature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.Use of this soRware is not intended to circumvent tfie need for a desi9n professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overell project.Products manufactured at Weyerhaeuser facilities are third-party certiBed to sustainable forestry standards. The produR applicadon,input design loads,dimensions and support infortnation have been provided by Plan date:06/OS/2015 Forte Software Operator Job Notes 8/6/2015 9:12:29 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumbeccom #20529 08/OS/2015 Page 15 of 43 � �.._.__. _.— ._—_..._. __...-------- ------------- ------ �F 0 R T E a MEMBER REPORT Main Level, Wdw hdr NE Garage(3) PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Length:2'3" + + 0 0 � � k 'L' 0 � All locations are measured from the outside face of left support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceptual O��'iY�6 .: A�16�IoG�HOA 'J�Mpi�rod �. LDF' Lotpa�{A�lN4��,. System:Wall Member Reaction(Ibs) 348 @ 0 1913(1.50") Passed(18%) -- 1.0 D+1.0 S(All Spans) rtember rype:rieader Shear(Ibs) 71 @ 10 3/4" 2872 Passed(2%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 196 @ 1'1 1/2" 3946 Passed(5%) 1.15 1.0 D+1.0 S(All Spans) Building Cade:IBC Live Load DeFl.(in) 0.000 @ 1'1 1/2" 0.075 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD ToWI Load DeFl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflection aiteria:LL(U360)and TL(U240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'3"o/c unless detailed otherwise.Proper attachmeM and positlonirg of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. binNop .4A�s�Ds�ip0l�i{bC)., . 1"!$ ToW J1ii�rle ReyuL�ed -` Deid Snpw i . TMa1.-. Aob�4o�ies 1-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 132 217 349 None 1Yibutary Ueatl SnOw 1.08t�S locatlon VIIMHh. (Q90) j1.15) Caernents 1-Uniform(PSF) 0 to 2'3" 5'6" 20.0 35.0 Snow-main WEre1118eLi5@f NO�S` . . ` . . . . .. . . � .� �. � . . � . . . . � .. .. . (Z�SUSTAINABLE FORESTRY INRIATIVE l Weyerhaeuser warrards that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eupressly disclaims any other warrantles relabed to the software.Refer to current Weyerhaeuser literature for installation delails. (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blocks)are rat desigr�ed by this software.Use of this soRware is not intended to circumveM the need for a design professional as determined by the authority having Jurisdiction.The designer of record,buiWer or framer is responsible to assure that this cakulation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified W sustainable forestry standards. The produd application,input design loads,dimensbns and support information have been provided by Plan date:O6/OS/2015 Forte Software Operotor Job Notes 8/6/2015 9:12:29 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te I (952)470-4803 Excelsior MN �onn_neisenaym3�i�mber.com �zoszs oarosreo�s Page 16 of 43 ` . �F 0 R T E � MEMBER REPORT Main Level,Garage doorheader(9) PASSED 2 piece(s) 13/4"x 117/8" 1.55E TimberStrandp LSL Overall Length:13' �III 9 i �' t O p Z,3, �; 9. � � 3. . 0 Q All locations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual A�U�1'S Aepql�Loqtlon Alluwql; �; Rewit.;. " i�6 Lp1Mli' �pa�eri�� System:Wall Member Reaction(Ibs) 5106 @ 11'7 1/2" 7613(3.00") Passed(67%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header Shear(Ibs) 4107 @ 3'S 7/8" 9878 Passed(42%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residmtial Moment(Ft-Ibs) 9600 @ 6'6 13/16" 18346 Passed(52%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IeC Live Load Defl.(in) 0.153 @ 6'10 7/8" 0.308 Passed(U�2$) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.232 @ 6'SO 11/16" 0.463 Passed(U478) -- 1.0 D+1.0 S(Alt Spans) •Deflection crReria:LL(LJ360)and TL(U240)• •Overhang detlection criteria:LL(2L/360)and TL(2L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3 7/16"o/c unless detailed otherwise.Proper attachmeM and positioning of late2l bracing is required to achleve member stadlity. 9eae1� �Mk x ;�p�b,{�) SU Tofal . AvaqdbN ltaqldn4 z�l�iil'' " S�w �`:7otai'` J1G4epurl�. . 1-Trimmer-SPF 3.00" 3.00" 1.94" 1765 3162 4927 None 2-Trimmer-SPF 3.00" 3.00" 2.01" 1732 3373 5105 None Tributary Dafd, a . ,Snqw.;, , L02�1S' loeatlon iAlldlh (0.9D) < ;{1.13) : Canrne�s 1-Tapered(PLF) � 0 to 4'6"� � N/A � 56.2 to 97.0 1173 to Generated from 202.5 Loadi Assistant 2-Un'rfortn(PLF) 5'6"to 13' N/A 251.6 525.0 �nerated from Loadi AssisWnt 3-Point(Ib) 4'6" N/A 1098 1832 �nerated from Loadi Assistant WEy2H18eU6C�'NOti@S. �. ... . ,. . . .; ' �", .- ...� . .. .., , „ .. ' � (Z�SUSTAINABIE FORESTRY INRIATIVE We rhaeuser warrar�tr that the sizin of its roducts will be in aaordance witfi We 1 Ye g p yefiaeuser product design criteria and published design values. Weyerhaeuser e�cpressly disclaims any other warrantles related to the wftware.Refer to curreM Weyerhaeuser Iiterature for installadon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bbcks)are not designed by this soRware.Use of Mis software is not iMended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this cakulation is mmpatlble with the overall project.Products manufactured at Weyerhaeuser facflides are third-party certifled to sustainaWe forestry standards. The product application,input design loads,dimensions and wpport informadon have been provided by Plan date:06/OS/2015 Forte Sottware Operetor �ob Notes 8/6/2015 9:12:29 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � john_nelsen@lymanlumber.com #20529 oa;os�zo�s ?age 17 of 43 �------ -.._..__. _ -_- ------------ --_ _._.__.--—------ �F 0 R T E� MEMBER REPORT Main Level,Garage door header(18) PASSED 2 piece(s) 1 3/4" x 14" 2.OE Microllam0 LVL We�all Length:24' + + 0 0 r s• � �g� �' r s• � � All locations are measured from the outside face of leR support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceptual . . 1��. ��LiDcstlOn., �i110wad, , � L�F 1ofd:�'{�th►e), System:Wall Member Reaction(Ibs) 4442 @ 2'10 1/2" 7613(3.00") Passed(58%) -- 1.0 D+1.0 S(Adj Spans) rtember rype:Heaaer Shear(Ibs) 2907 @ 4'2" 10707 Passed(27%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residentlal Moment(Ft-Ibs) 14182 @ 12' 27897 Passed(51%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load DeFl.(in) 0.274 @ 12' 0.608 Passed(LJ800) -- 1.0 D+1.0 S(Alt Spans) Uesi9n Metfiodology:0.SD Total Load Defl.(in) 0.559 @ 12' 0.913 Passed(U392) -- 1.0 D+1.0 S(Alt Spans) • Deflectbn criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2L/240). • Bracing(Lu):All compresslon edges(top and bottom)must be braced at 12'4 9/16"o/c unless detailed otherwise.Proper attachment and positloNng of lateral bracing is required to adiieve member stability. . Be�1iq ^, l�4tiOSA�1Mm�'{�) ; �1 1#5 TObI AtraLa6le: ite9uir� �aA b1�ow `' T�EeI . �looes�o�ies 1-Trimmer-SPF 3.00" 3.00" 1.75" 2322 2120 4442 None 2-Trimmer-SPf 3.00" 3.00" 1.75" 2322 2120 4442 None 'ftibuhry , Desd SnOw Loads 'i.owuo� `' w+am _�a�o� ��.ss� � Snow-main 1-Un'rform(PSF) 0 to 24' S' 20.0 35.0 Rake E ebrow 2-Uniform(PLF) 0 to 24' N/A 80.0 - Gable end wall load W@�I�I188USe�NO�b� . .. . � � . �. . . . � .. .. ll�SUSTA�NABLE FORESTRY INRIATIVE l Weyerhaeuser warrarrts that the sizing of its produds will be in aaordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for instalWtlon details. (www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent tfie need for a design professbnal as determined by the authority having jurisdiction.The desgner of record,builder or framer is responsible to assure that this wlculation is compadble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied to sustainade forestry standards. The produd applicatlon,inqrt design loads,dimensions and support information have been provided by Plan date:06/OS/2015 Forte sonware oPeracor Job Notes 8/6/2015 9:12:29 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN ;oFn_r.elsen@lyman!umber.cem #7o5290q�O512o15 . . �BgE 1a of 43 � � �F 0 R T E � MEMBER REPORT MainLevel,DrhdrNEgarage PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Length:3'5" + + 0 0 � 3.r � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is ConcepWal ' 11 R�BIlHS ActuN�Lawqon AfloWed. �ll.' ; �21F 1�d5 Cohabiprdonj�p�a) , SY�m:Wall Member Reaction(Ibs) 1093 @ 0 1913(1.50") Passed(57%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 520 @ 10 3/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Bullding Use:Residentlal Moment(Ft-Ibs) 933 @ 1'81/2" 3946 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Buildinq Code:IBC Live Load Defl.(in) 0.004 @ i'8 1/2" 0.114 Passed(U999+) -- 1.0 D+1.0 S(All Spans) �9n MeU�adology:ASD ToWI Load Defl.(in) 0.007 @ i'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 S(All Spans) •Deflectan aiterla:LL(L/360)and TL(U240)• •Bracing(Lu):All mmpresslon edges(top and bottom)must be braced at 3'S"o/c unless detailed otfierwise.Proper attachmeM and pos�lonirg of lateral bradng is requlred to achieve member stadliry. •Applicable calculadons are based on NDS 2005 methadology. 9e�rlpy I.�M4;�1l�11�f^��I $U ToG�I Av�able RpWred S DM� s511o�w T s A� ". 1-Trimmer-SPF 1.50" 1.50" 1.50" 405 668 1093 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 405 688 1093 None ^ T�ibota�y �e�d � Enpw . LOa1�S Wqtfon YYidtl1 (0.+l0) i (�.� '' Co�newh 1-Uniform(PSF) 0 to 3'S" 11'6" 20.0 35.0 Snow-main W@�@N/dBUSe�,�NOti@S ;�., .�� .. . . .., . , ,,, . .,. �. .. �� .� � �� (tj)SUSTAINABLEfORESTRYINRIATIVE Weyerhaeuser warraMs that the sizing of its products will be in accorclante with Weyerha�ser product design aiteria and pudished design values. Y Weyerhaeuser expressly discWims any other wartanties related to the software.Refer M current Weyerhaeuser Ilterature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blaks)are not designed by this software.Use of this soRware is not intended to circumveM tlie need for a design professional as determined by tlie authority having jurisdiction.The designer ofl recard,builder or f2mer is responsiWe to assure that this cakulation is compatiWe with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfled to suslainade forestry standards. The product appllcation,input design loads,dimensions and support infomiation have been provided by PWn date:06/OS/2015 Forte Soflware Operator �on Notes � 8/6l2015 9:1229 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN I john_nelsen@lymanlumbecwm #20529 087D5/2015 �. � � . Pa 2�Q Of n3 I � �F 0 R T E � MEMBER REPORT Main Level,Drhdrse�vice garage PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Length:3'S" + + 0 0 E .. ... � . . .. . . . .. � � 3'2' 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual , If��i . .` .�. , �tl�Lbqk(on ' , 11R�v�A:;` , .�: � LDE i�di ��tp�� System:wall Member Reaction(Ibs) 1609 @ 0 1913(1.50") Passed(84°k) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 765 @ 10 3/4" 2872 Passed(27%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResideMial Moment(Ft-Ibs) 1375 @ 1'8 1/2" 3946 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Buildirg Code:IBc Live Load Defl.(in) 0.007 @ 1'8 1/2" 0.114 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design methodology:a5D Total Load Defl.(in) 0.010 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 S(All Spans) • Deflectbn criteria:LL(U360)and TL(U240)• •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'S"o/c unless detailed otherwise.Proper attachment and positionirg of lateral bracing is required to achieve member stability. •ApplicaWe calculations are based on NDS 2005 methodology. _ . ` 6ePeinp �tDSlq►pDks�lbs) Total Ava�4We' -R�q�A� .�d 'Siwrn "' 'To�i �Yoi�fe� 1-Trimmer-SPF 1.50" 1.50" 1.50" 593 1016 1609 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 593 3016 1609 None T�wtary Desd SnoW L011dS LoCation 1Nidth C0.90} (1.1'.�; Co�wnenb 1-Uniform(PSF) 0 to 3'S" 17' 20.0 35.0 Srww-main W@r�18�118E1'N0�6�� (ZS)SUSTAINABLE f-0RESTRY INfTIATIVE Y Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produtt design criteria arM published design values. Weyerhaeuser expressly discWims any other warrantles related to the software.Refer to curreM Weyerlweuser literature for installadon details. (www.woodbywy.com)Aaessories(Rim Board,Blockirn,�Panels and Squash Blocks)are not designed by this software.Use of this soRware is no[iMended to circumveM tlie need for a design professional as determined by the authoriry havirg jurisdicbon.The designer of record,bullder or framer is responsible M assure that this calculatlon is compadble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,inqrt design loads,dimensions and wpport information have been provided by Plan date:06/OS/2015 Forte Software Operator dob Notea 8/6/2015 9'12:30 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@ymanlumber.com #2oe2s oa�osrzo�s Page 20 oi 43 � . �F 0 R T E � MEMBER REPORT Main Level, Wdwhdrstair PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 � Overall Length:5'6' + + 0 0 � 5, � 0 � All locadons are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual . , - „ .. �s � w � _. :� .,�. .. _ . � 11tiw1�l,Oesltlal ,11NOwld� t. �ik`. " _ ,: �' ��L�L�ae�l4�1) , ;r, = System:Wall Member Reaction(Ibs) 2591 @ 1 1/2" 3825(3.00") Passed(68°k) -- 1.0 D+1.0 S(All Spans) Member rype:Header Shear(Ibs) 1629 @ 1'1/4" 2872 Passed(57%) 1.15 1.0 D+1.0 S(All Spans) euilding use:Residentlal Moment(Ft-Ibs) 3246 @ 2'9" 3946 Passed(82%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.037 @ 2'9" 0.175 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methadology:ASD Total Load Defl.(in) 0.058 @ 2'9" 0.262 Passed(U999+) -- 1.0 D+1.0 5(All Spans) • Deflectbn criteria:LL(l/360)and TL(U240)• •Bracing(Lu):All wmpression edges(top and bottom)must be Ixaced at 5'6"o/c unless detailed othervvise.Proper attachmeM and positionirg of lateral bracing is required to achieve member stability. •Applicable cakulations are based on NDS 2005 methodology. _ ., 5la� � ,;- "I,��fi�0lts' .� �. $tlppiDt�S �Otol �NIdIn610 Re0li�ad ''�611d. riSnaMl h� ' TOt#1 „ 1-Trimmer-SPF 3.00" 3.00" 2.03" 954 1636 2590 None 2-Trimmer-SPF 3.00" 3.00" 2.03" 954 1636 2590 None T�ibqlary De�d ': 'S�PW LOad3 lnaflon . Wi�itli f0.90) ° �1.15)" �r�nb 1-Un'rform(PSF) 0 to S 6" 17' 20.0 35.0 Snaw-main WCyCM1e10115�NO�BS ,�,.: K.� �,� . ..�. �. � �� ... �' .� .� �. .. . „ ., .:� � ... (Z�SUSTAINABLE FORESTRY INRIATNE Weyertiaeuser warraMs that the sizing of its products will be in accordance wfth Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser e�cpressly disclaims any otfier warcaMies related to tl�e software.Refer W curreM Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designEW by this software.Use of this software is not iMended to circumvent the need for a design professional as determined by the authority having jurisdictlon.The designer of record,builder or hamer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilitles are third-party certified to sustainable forestry standards. The praduct application,input design loads,dimensions and support infom�ation have been provided by Plan date:06/OS/2015 Forte Sottware operetor ,lob Notes 8/6/2015 9:12:30 AM � John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kefly Ave Excelsior MN.4te (952)470-4803 Excelsior MN i john_nelsen@lymanlumbeccom #2oszsoeiosizois Page 21 of a3 I ---- ____._ —.— — ---- — -- ___------— — —1 �F 0 R T E �L MEMBER REPORT Main Level,DrhdrFoyer PASSED � 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:6'6" + + 0 0 � s, � 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;D2wing is Conceptual q�SSU�S. ,:, �9lotillop " > .,AUQrr�d� , "� ' 1�fF., Lb1�:CawbiAalqoh{pi�) , System:Wall Member Reaction(Ibs) 2804 @ 1 1/2" 7613(3.00") Passed(37%) -- 1.0 D+1.0 S(All Spans) rtember Type:Header Shear(Ibs) 1906 @ 1'1/2" 7902 Passed(24"/0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 4213 @ 3'3" 11985 Passed(35%) 1.15 1.0 D+1.0 5(All Spans) suiiding code:ieC Live Load DeFl.(in) 0.060 @ 3'3" 0.208 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Mettaddogy:ASD Total Load DeFl.(in) 0.095 @ 3'3" 0.313 Passed(U�87) -- 1.0 D+1.0 S(All Spans) •Defiectan criteria:LL(l/360)and TL(U240)• • Bracing(Lu):All compresslon edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is requfred to achfeve member stability. ��arMp. ��D��) � > ' ' TOAai A+ia�ble`; �tiqoMeA • Dbwd; '.Swow'� tolaf 11aa6n�xlas 1-Trimmer-SPF 3.00" 3.00" 1.50" 1041 1763 2804 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 1041 1763 2804 None 7Yi�uGtY Yead S�o�` I.�d6< ia�on INWtI� '(p,tq) {1-1�' Cop�meMs 1-Uniform(PSF) 0 to 6'6" 15'6" 20.0 35.0 Snow-main WeyCifieeuser NOtes f�SUSTAINABLE f-0RESTRY INRIATIVE Weyerhaeuser warrarrts that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bbcking Pan�s and Squash Blockt)are not designed by this soRware.Use of this software is not intended to circumveM the need fa a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this plculation is compatible with the ove211 project.Productr manufactured at Weyerhaeuser facNitks are third-party certified to sustainable forestry standards. The produd ap�ication,input design loads,dimensions and support infortnadon have been proWded by Plan date:06/OS/2015 Forte sot�ware oPerasor Job Notes 8!6/2015 9:12:30 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com � #205290R/05;20?5 � � � P8g@ 22 Of 43 � � �F 0 R T E � MEMBER REPORT Main Level, Wdw hdr SW Bath-side PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Length:5'6' + + 0 0 � , 5, � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual !1'�lBIIMS AE6�iOJACaqqu, AqpMNd�: ``�: tp�i �(1�pIMj..,' � System:Wall Member Reaction(Ibs) 2932 @ 1 1/2" 3825(3.00") Passed(77%) -- 1.0 D+1.0 S(All Spans) Member rype:Header Shear(Ibs) 2839 @ 1'1/4" 2872 Passed(99%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2562 @ 1' 3946 Passed(65%) 1.15 1.0 D+1.0 S(All Spans) ��9��I� Live Load DeFl.(in) 0.026 @ 2'6 7/16" 0.175 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Metliablogy:ASD Total Load DeFl.(in) 0.042 @ 2'6 3/8" 0.262 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Defiectan criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compressbn edges(top and bo[tom)must be braced at 5'6"o/c unless detailed otherwise.Proper attachmeM and posidonirg of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methadology. ��. ��,� � �11�)' ; TWai `1►va11s1Ae �6equk�d, ,"�tYd_." � `M'TotlN " �loo6pioi�rN �` 1-Trimmer-SPF 3.00" 3.00" 230" 3087 1845 2932 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 394 706 1100 None a fiihutely Dead '- �ShOw l.OddS: Locatlon WkNh (0.�) (1.15) Caml�snp :� 1-Tapered(PLF) 1'to 5'6" N/A 97.0 to 56.2 z02.5 to Generated frait 117.3 Loadi AssistaM 2-Point(Ib) 1' N/A 1098 1832 �nerated from Loadi Assistant w8y@1�18'f'll�r�D�$ .. .. .. ..:`. :�� , �:�,. .° ':. .. �... .�� . �� ' (Z�SUSTAINABIE FORESTRY INITIATNE Weyerhaeuser warcarrts that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressty disclaims any other warrarrties related to the soRware.Refer to curcent Weyerhaeuser Iiterature for installation d�ails. (www.woodbywy.com)Attessories(Rim Board,Blocking Panels and Squash Blocks)are rrot designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiclion.The designer of record,buiWer or framer Is responsible to assure that this calculation is compatlble wRh the overall project.Products manufactured at Weyerhaeuser fadlitles are third-party certlfied to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support information have been provided by Plan date:�i/OS/2015 Porte Software operator ,lob Notes 8/6/2015 9:12:30 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN I john_nelsen@lymanlumber.com #20529 OS/05/2015 Page 23 of 4� . �.--- � ---.._.._.___..._---�------- �F 0 R T E � MEMBER REPORT Main level,Beam above screen porch-front PASSED � 2 piece(s) 13/4" x 9 1/2" 2.OE Microllam0 LVL Overall Length:10'9" + + 0 0 - � - � � 10'3' � � � All locations are measured from the outside face of left support(or left cantllever end).All dimensions are horizontal.;Drawing is Conceptual _ -RE�Ibi . :O'Lo�O� Ailsw�ra�t :::, R�wlt tDF;;ia�I;Go�nbpM�n{Pa�etw5. system:Floor Member Reaction(Ibs) 2710 @ 1 1/2" 7613(3.00") Passed(36°k) -- 1.0 D+1.0 S(All Spans) member 7ype:orop eeam Shear(Ibs) 2185 @ 1'1/2" 7265 Passed(30%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResideMial Moment(Ft-Ibs) 6948 @ 5'4 1/2" 13541 Passed(51°k) 1.15 1.0 D+1.0 S(All Spans) Buildi�9 Code:IBC Live Load Defl.(in) 0.187 @ 5'4 1/2" 0.350 Passed(U673) -- 1.0 D+1.0 S(All Spans) oe�gn Memodaogy:aso Total Load DeFl.(in) 0.300 @ 5'4 1/2" 0.525 Passed(U420) -- 1.0 D+1.0 S(All Spans) •Deflectan criteria:LL(U360)and TL(U240). •Bracing(Lu):All compressbn edges(top and boUom)must be braced at SO'9"o/c unless detailed ottierwise.Proper atqchmeM and positlonirg of lat�al bracing is required to achieve member stability. _ �e�eig ` 'i�ol�d�s.b0�u�or�ttluj '�o6A 7Ci�lhLia' Re9Wried� "�:.�d= Hnow : ' T4� ' A�fas 1-Trimmer-SPF � 3.00" 3.00" 1.50" 1017 1693 2710 None 2-Column-SPF 3.00" 3.00" 1.50" 1017 1693 2730 Blocking •Blocking Panels are assumed to carty rw bads applied directly above them and the full load is applied to the member being designed. itibufary V Oe�d 9how 1.0845 lAcation Width (0.90) (1.35)' GonrnMKs 1-Uniform(PSF) 0 to 10'9" 9' 20A 35.0 Snow-main WB�8fI18eUSH1'NO�S� ' � � � � � � � ' ([j)SUSTAINABLE FORESTRY INRIATIVE Y Weyerhaeuser warrants that the sizing of Its products will be in aaordarxe witfi Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressty disdaims any other warranties related to the wRware.Refer to curreM Weyerhaeuser literature for installation detafls. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Bbcks)are not designed by this soRware.Use of this software is not iMeiided to circumvent the need for a desgn professional as determined by the auttwrity having jurisdktion.The designer of record,builder or framer is responsible to assure that this plculation is compatlble with the overall project.Produds manufactured at Weyerhaeuser facilities are third-party certified to sustainade forestry standards. The product applicatlon,input design loads,dimensions and wpport fnfortnatlon have been provided by Plan date:06/OS/2015 Forte Software Operotw .lob Notes 8/6l2015 9:12:31 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumbe� 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Eccelsior MN I !ohn_rPicnn c�i lymanlumber.com . #2Q529 OAI05l2015 Page 24 of 43 � . �F 0 R T E c MEMBER REPORT Main Level,Beam above screen porch-rear PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'6' + + 0 0 , - , - � , � 4.3. � o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual fl�fS8llK5 Attaal'@� AlIOYVed, "RlWtR.'' W�, �AiMli' ,(P�atq) System:Floor Member Reaction(Ibs) 1130 @ 0 1913(1.50") Passed(59%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 680 @ 10 3/4" 2872 Passed(24%) 1.15 1.0 D+1.0 5(All Spans) euilding use:Residerrcial Moment(Ft-Ibs) 1271 @ 2'3" 3946 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Code:teC Live Load DeFl.(in) 0.010 @ 2'3" 0.150 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Methoddogy:ASD Total Load DeFl.(in) 0.017 @ 2'3" 0.225 Passed(LJ999+) -- 1.0 D+1.0 5(All Spans) •Defl�tion criteria:LL(U360)and TL(LJ240). •Bracing(Lu):All wmpression edges(top and bottom)must be braced at 4'6"o/c unless deWlled othervvise.Rroper attachment and posiGoMng of lateral b2cing is required to achieve member stability. •Appliwble cakulations are based on NDS 2005 methoddogy. �e�nny� .::f.�alah!tQ�{�+E3 ` � . Supporl� t�a� �,r�aaie �teq�lroa -`��'= sntiw ' , 7"otsr-```-�a�iita� 1-Trimmer-SPF 1.50" 1.50" 1.50" 421 709 1130 None 2-Column-SPF 1.50" 1.50" 1.50" 421 709 1130 Blocking •Blocking Pands are assumed to carry rro loads applied directly above them and the full load Is appBed to the member being designed. , 7�ibY4ry �iDe�d 5�W Loads �oraao� Ywdn� to.eo) t�.ts�,. conr� 1-Unrfortn(PSF) 0 to 4'6" 9' 20.0 35.0 Snow-main 1Neyefia@uSer Not�es' ' ' �SUSTAINABIE FORESTRY INRIATIVE Weyerhaeuser warrantr that the sizing of its products will be in aaordance with Weyerhaeuser product design crfteria and published desi9n values. Weyerhaeuser expressly disclaims any other warraMies related to the software.Refer to current Weyerhaeuser literature for installadon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blaks)are not designed by this software.Use of thfs software is not iMended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or frdmer is responsible to assure that this cakulation is compatlble with the rnerall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainade forestry standards. The produd application,input design bads,dimensions and support information have been provided by PWn date:06/OS/2015 Forte Sokware Operetor Job Notes 8/6/2015 9:12:31 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � john_nelsen@lymanlumber.com #2052908/05/20t5 . PBgB 25 Of 43 �_..----------__ ..- ------------------ --- �F 0 R T E � MEMBER REPORT Main Level,Beam above portch-rear PASSED � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Lenglh:T 2" + + 0 0 _ � - , � , � �.�- � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizonbl.;Drawing is Conceptual 1� R8�i�5 - �4taf)�:Lop�tlOn. . . Alfow�d ;r �uk S_ LDF. 1b�d:�(i� .s) System:Floor Member Reaction(Ibs) ' 2698 C@ 1 1/2" 5738(3.00") Passed(47%) -- 1.0 D+1.0 S(All Spans) ntember rype:Drop Beam Shear(Ibs) 1930 @ 1'1/4" 4308 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Use:ResideMlal Moment(Ft-Ibs) 4503 @ 3'7" 5919 Passed(76%) 1.15 1.0 D+1.0 S(All Spans) Building Cade:IBC Live Load Defl.(in) 0.059 @ 3'7" 0.231 Passed(U999+) -- 1.0 D+1.0 S(All Spans) Design Metl,odology:ASD ToWI Load DeFl.(in) 0.093 @ 3'7" 0.346 Passed(U�9) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(U360)and TL(L/240). •Bracing(Lu):All wmpression edges(top and bottom)must be braced at 7'2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bradng is required to achieve member stability. •Applipble calculadons are based on NDS 2005 methodology. 8eldnY _ i�0yls�dtw$p9Arr(yn) . �! Tolal Avl�1e Ae9�tl�reA ;Des� �9'M1, Totst `` 11me�o�ies i-Cdumn-SPF 3.00" 3.00" 1.50" 3005 1693 2698 Bbcking 2-Trimmer-SPF 3.00" 3.00" 1.50" 1005 1693 2698 None •Blocking Panels are assumed to carty no loads applied directly above them and the full load is applied to the member being designed. Tduutanr oeaa siaw L08{IS Loeation ' WMlh (0.90) (Ll'.� Camn�s 1-Un'rform(PSF) 0 to 7'2" 13'6" 20.0 35.0 Snow-main We�M1`dE'YSeP NO�.S�.- .� . � .�. .. . � . . . � ,. � .. � .. . . .. . �� (Z�SUSTAINABLE FORESTRV INRIATIVE l Weyerhaeuser wartantr that the sizing of its praducts will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to curreM Weyerhaeuser literature for installadon details. (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blaks)are not desigr�ed by this software.Use of this software is not intended N circumveM the need for a design professional as determined by the authority having jurisdictlon.The designer of record,builder w framer is responsible to assure fhat this wlculatlon is compatlble wRh the overall project Products manufactured at Weyerhaeuser facilities are third-party certlfied to sustainable forestry standards. The product application,input design bads,dimensions and wpport informadon have been provided by Plan date:06/OS/2015 Forte Software Operator Job Notes 8/6/2015 9:12:31 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Ezcelsior MN �' jehn_ne'sen'a„�!yra3c!umber.crrr�. �2052�08IOSI20'15 . . . � r�-8g@ 26 Ui 43 • �F 0 R T E � MEMBER REPORT Main Level,Beam above portch-middle PASSED 2 piece(s) 13/4"x 9 1/2" 1.55E TimberStrand0 LSL Overail Length:9'3' + + 0 0 � - � - � , �� g�y. ' � a o All locations are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Y��4t� AcdW�LO�o <; AiloWed';�; �! ,. �Lb�?,. 1ablld: ' _ �i)` < ,` System:Flaor Member Reaction(Ibs) 3018 @ 9'1 1/2" 7613(3.00") Passed(40%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 2319 @ 8'2 1/2" 7902 Passed(29�0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Resldential Moment(Ft-Ibs) 6420 @ 4'9" 11985 Passed(54%) 1.15 1.0 D+1.0 S(All Spans) Building Code:ieC Live Load DeFl.(in) 0.168 @ 4'8" 0.300 Passed(U�) -- 1.0 D+1.0 S(All Spans) Design ntetl,odology:aSD Total Load Defl.(in) 0.268 @ 4'7 15/16" 0.450 Passed(U4�3) -- 1.0 D+1.0 S(All Spans) •Deflectan criteria:LL(L/360)and TL(L/240). •Bradng(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positionirg of late2l bracirg is required to achieve member stability. �� i'ofal .AYai�bl� �Rl4�Ib'!fl �;.�kp�.ti `•"�119W�. '.::'�`Otlil' -�#C06�f�� 1-Column-SPF 3.00" 3.00" 1.50" 906 3502 2408 Blotking 2-Trimmer-SPF 3.00" 3.00" 1.50" 1128 1890 3018 None •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. TNbutary :Deaa s,Sriow I.oads' �ooaoe w�au� {a.9oj ��.u)" ca� 1-Uniform(PSF) 0 to 2'2" 5'6" 20.0 35.0 Snow-main 2-Uniform(PSF) 2'2"to 9'3" 12' 20.0 35.0 Snow-main Wey@rltaeus�Notes ' ` �SUSTAINABLE fORESTRY INITIATIVE Weyerhaeuser wartards that the sizing of itr products will be in aaordance with Weyefiaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties reWted to the software.Refer to current Weyerhaeuser IiteraWre for installatlon d�ails. (www.woodbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by Me authority having jurisdiction.The designer of record,buAder or framer is responsible to assure that this calculation is compatible with the overall project.Vroducts manufactured at Weyerhaeuser facilkies are third-party certlfied to susWinable forestry standards. The product applicatlon,inqrt design loads,dimensions and support information have been provided by Plan date:06/OS/2015 Forte Sottware Operator Job Notee 8(6/2015 9:12:31 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excefsior MN.4te (952)470-4803 Excelsior MN � john_neisen@Iymaniumber.com #20525 08/0512015 Page 27 of 43 �- —. __.-- ____ L-- --------_— - �F 0 R T E � MEMBER REPORT Main Level,Beam a6ove portch-iront PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Length:6'8" + + 0 0 — � ' a :; � s•r � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ��f" .. � . 1�l1;��-... �,' �. `,; W� �:,�t�+t�):. , Svstem:Floor Member Reaction(Ibs) 2498 @ 1 1/2" 3825(3.00") Passed(65%) -- 1.0 D+1.0 S(All Spans) ►nember rype:orop eeam Shea�(Ib5) 1733 @ 1'1/4" 2872 Passed(60%) 1.15 1.0 D+1.0 S(All SpanS) Bullding Use:Residential Moment(Ft-Ibs) 3858 @ 3'4" 3946 Passed(98%) 1.15 1.0 D+1.0 S(All Spans) suilding code:tsC Live Load Defl.(in) 0.065 @ 3'4" 0.214 Passed(U999+) -- 1.0 D+1.0 S(All Spans) oesign Methodology:n5D Total Load DeFl.(in) 0.103 @ 3'4" 0321 Passed(U��) -- 1.0 D+1.0 S(All Spans) •Deflectan criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9 3/8"o/c unless detailed otherwise.Proper atqchment and positioning of lateral bracing is required to achieve member stability. •Applkable cakuWdais are based on NDS 2005 methodology. B�iH11A_ : �_ '7a1Wi`�S�po��7��Ib��. T�#) . ��b�e � ;�ead �. �1, , 1►ooeslorie� .. 1-Column-SPF 3.00" 3.00" 1.%" 923 1575 2498 Blocking 2-Trimmer-SPF 3.00" 3.00" 1.%" 923 1575 2498 None •Blocking Panels are assumed to wrry no loads applied directly above them and the full load is applied W the member being designed. TtibutMy De�d Snow = 1.�8dg Loeation '' YYldth (0.90) : (1,f.S) Com�tr ' 1-UnRorm(PSF) 0 to 6'S" 13'6" 20.0 35.0 Snow-main WeyiBllteeUsex NOb� �SUSTAINABLE FORESTRY W RIATIVE Weyerhaeuser warraMs that the sizing of its products will be in accordance wtth Weyerhaeuser product design criteria and pudished design values. Weyerhaeuser expressly disdaims any other warrantles related to the software.Refer to cuReM Weyerhaeuser literature for installatlon details. (www.woodbywy.com)Attessories(Rim Board,Bloddng Panels and Squash Bbcks)are not designed by this software.Use of this soRware is�t intended to circumveM the need for a desf9n professional as determined by the aufhority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeus�fadlities are third-party certified to susUinade forestry standards. The produd applicadon,input desgn bads,dimensions and support informadon have been provided by Plan date:06/OS/2015 Forte software operotor ,lob Notes 8!6/2015 9:12:32 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � john_nelsen@lymar!umb��r.com - �zea2�os,�osizo�s . Page 28 of 43 � � �F 0 R T E � MEMBER REPORT Lower Level, Wdw hdr SW bedroom-rear(side) PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. i / No. 2 Overall Lengih:4'3' + + o p 6 4. [ � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual RewltS I►emal e Loeation' �oweA ++: �a�uk#-, � ,L�au:c�i�ub�qiuoa .. Syscem:Wall Member Reaction(Ibs) 896 @ 0 1913(1.50") Passed(47%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 187 @ 10 3/4" 2498 Passed(7%) 1,00 1.0 D+1.0 L(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 343 @ 2'1 1/2" 3431 Passed(10%) 1.00 1.0 D+1.0 L(All Spans) suuding Code:IBC Live Load Defl.(in) 0.001 @ 2'1 1/2" 0.142 Passed(U999+) -- 1.0 D+1.0 L(All Spans) Des�gn Metl,odology:ASD Total Load Defl.(in) 0.004 @ 2'1 1/2" 0.213 Passed(U999+) -- 1.0 D+1.0 L(All Spans) •Deflectan crReria:LL(l/360)and TL(LJ240). • Bracing(Lu):All compression edges(top and boUom)must be braced at 4'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member sqbility. •AppliwWe cakuladons are based on NDS 2005 methodology. . �a�p �tP�ppO�tat�� pp�� X�oat �vau.ae a,eouxwn. -�.a `�0'�"'x 5 a� ' ' tro�'- �►oQo�or�s 1-Trimmer-SPF 1.50" 1.50" 1.50" 487 85 409 981 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 487 85 409 981 None TdbumrY Dead l�loorLtve' Snow LOatIS LoeaUon Width (0.90) {l� , " (i.1S) Co�c 1-Unffortn(PSF) 0 to 4'3" 1' 15.0 40.0 - Main level floor load 2-Uniform(PLF) 0 to 4'3" N/A 90.0 - _ Main level exterior wall load Linked from:Wdw 3-Point(Ib) 0 N/A 249 - 409 hdr SlN Bedroom- rear Su rt 1 Linked from:Wdw 4-Point(Ib) 4'3" N/A 249 - 409 hdr SW Bedroom- rear Su rt 2 1IV@�$1'�1a8{18gE.N0� : �,. . :. �.� � ' '. „ _ : .., � ;' �,�... ,. . .. � (tj)SUSTAINABLE FORESTRY INRIATIVE Weyerhaeuser warrards that the sizing of its products wlll be in accordance with Weyerhaeuser product design criteria and published design values. y Weyerhaeuser expressly disclaims any other warranties related to the soRware.Refer to wrrent WeyerFweuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash&aks)are not designed by this software.Use of this soRware is not intended to circumveM the need fa a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this cakulation is compatible with the rne211 project.Products manufactured at Weyerhaeuser facilides are third-party ceitified to sustainable forestry standards. The product applicatlon,inqrt design loads,dimensions and support infomwtion have been provided by Plan date:06/OS/2015 Forte Sokware Operator . Job Notes 8/6/2015 9:12:32 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN iohn nelsen@lymanlumbeccom :120529 08/OSi2015 pBCe 2a Qf 4� I � l_ .....__ .----.—. ..--.__---�. -- .._.____—_ .—_._._..._....._.__..__._._. --.J �F 0 R T E ry MEMBER REPORT Lower Level, Wdw hdr SW bedroom-rear(front) PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'3" + + o � � 2� E � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual p' 11d�t 0,�- �AM� , . 16aN�lt , L# `��XP�1�) . System:Wall Member Reaction(Ibs) 475 @ 0 1913(1.50") Passed(25%) -- 1.0 D+1.0 S(All Sp0n5) Member Type:Header Shear(Ibs) 35 @ 10 3/4" 2498 Passed(1%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 96 @ 1'1 1/2" 3431 Passed(3%) 1.00 1.0 D+1.0 L(All Spans) Building Cade:IBc Live Load DeFl.(in) 0.000 @ 0 0.075 Pa�d -- 1.0 D+1.0 L(All Spans) ��9n Methablogy:ASD 2 999+ Total Load Defl.(in) 0.000 @ 1'1 1/2" 0.112 Passed(U999+) -- 1.0 D+1.0 L(All Spans) •Deflectbn c�iteria:LL(L/360)and TL(l./240). •Bradng(Lu):All compression edges(top and botWm)must be braced at 2'3"o/c unless detailed otherwise.Proper attachment and positionirg of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 mdfiodoloqy. '� �� '.68�11119 ;. '"� ` .[��i�0�d6�98#ipp01�.{$f} �, , .. , `. �PI�� Tafel Avai�ble ; RayYitad band � Snmw Ta�l Aoaes� 1-Trimmer-SPF 1.50" 1.50" 1.50" 258 45 217 520 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 258 45 217 520 None Tributary s _ De�A f1o0►IJoe Snow I.Oad$ tacation ' Width (D.90) (1.U0) (1•1� Co�a� 1-Un'rform(PSF) 0 to 2'3" 1' 15.0 40.0 - Main level floor load 2-Unifortn(PLF) 0 to 2'3" N/A 90.0 - _ Main level exterior wall load Linked from:Wdw 3-Point(Ib) 0 N/A 132 - 217 hdr SW 8edroom- rear z su rt 1 Linked from:Wdw 4-Point(Ib) 2'3" N/A 132 - 217 hdr$W Bedroom- rear 2 Su 2 �e�'�,i��§��Q�$ . ' � � � � � - � . (Z))SUSTAINABLEFORESTRYINITIATIVE Y Weyefiaeuser warraMs that the saing of its produRs will be in aaorclance with Weyerhaeuser product desi9n criteria and pudished design ralues. Weyefiaeuser expressty disdaims any other warranties reWted M the software.Refer to curteM Weyerhaeuser literature for installation detalls. (www.waodbywy.com)Aaessories(Rim Board,Blaking Panels and Squash Blocks)are r�ar designed by this software.Use of this soRware is not irdended to circumvent the need for a design professlonal as determined by the authority having Jurisdiction.The designer of record,buildw or framer is responsible to assure that this cakuWtion is canpadble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certlfled to sustainable forestry standards. The product application,input desgn bads,dimensions and support infomiation have been provided by Plan date:06/OS/2015 Forte sortware operator Job Notes 8/6/2015 9:12:32 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelty Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com #2052�OR'05,�2015 � . .� � � �Pa(�e 3�Of Q3 � � �F 0 R T E � MEMBER REPORT Lower Level, Wdw hdr S W bedroom-side(rear coner) PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'8" + + 0 0 � Z.6. � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _ . � .c A�i�l°OLOCa114n AMO�d..,u: �AMNIt';'- L�F `�Aldz�oll{A�Y) ".`;.,'.- System:Wall Member Readion(Ibs) 1819 @ 0 1913(1.50") PdsSed(95%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(Ibs) 598 @ 10 3/4" 2498 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 1179 @ 1'4 1/2" 3431 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Buibing Code:[sC Live Load Defl.(in) 0.004 @ 1'4 1/2" 0.092 Passed(U999+) -- 1.0 D+1.0 L(All Spans) oesign rtetnodology:aSD Total Load DeFl.(in) 0.006 @ 1'4 1/2" 0.138 Passed(U999+) -- 1.0 D+1.0 L(All Spans) •Deflectbn criteria:LL(U360)arxl TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9"o/c unless detailed otherwise.Proper atmchment and positionirg of lateral bracing is required to achleve member sqbility. •Applicable calwlatlons are based on NDS 2005 metiwdology. �� ,�µ_ ��F�?�I�� Pl�� ' TWaI 41�aNA41e RbqWMmf .,w��q ``� { ,.�ow ?� ,<Rt�swelbM" 1-Trimmer-SPF 1.50" 1.50" 1.50" 636 1183 1% 2015 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 624 1183 172 1979 None 7ribuWry mNd 'i�iaofi�ve', • 5�4w Loads t.«Anon w�iaah {aeo) ' ,, ;{�) , .(s:�:s�. co�n�na�s 1-Uniform(PSF) 0 to 2'9" 15' 15.0 40.0 - Main level floor load 2-Unrform(PLF) 0 to 2'9" N/A 9p.0 - _ Main level exteriw wall load 3-Uniform(PSF) 0 to 2'9" 6'6" 10.0 40.0 - Deck bad Linked from:Wdw 4-Poinl(Ib) 0 N/A 104 - lgb adr SN 8edroom- front com�,Support 1 Linked from:Wdw 5-Point(Ib) 2'9" N/A 9z _ l�Z hdr SW Bedroom- froM comer,Support 2 'YY$�EH1�eUS�1`�'NO�S ... ,, � .> ,. . . ,.-. . �,» '�. ; " ;.:.. . �. " ;`: � ,.. _ :� (I�SUSTAINABIE FORESTRY WRIATIVE Weyefiaeuser wartards that the sizing of its products will be in accadante with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressty disclaims any other warrandes related to the software.Refer to curreM Weyerhaeuser flterature for installadon details. (www.woodbywy.can)Attessories(Rim Board,Blocking Panels and Squash Blocks)are not desgr�ed by this software.Use of this software is rrot IMended to circumveM the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or fiamer is responsible to assure that this wkuWtion is compatlble with the overall project.Products manufactured at Weyerhaeuser fadlitles are third-parly ceMfied to sustainable forestry standards. The product application,inqrt design loads,dimensions and support informadon have been provided by Plan date:06/OS/2015 Forte Sottware Operator dob Hotes 8/6/2015 9:12:32 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com #2052908/05,�2015 . P�(�2.31 Of4$ ....... ..—..._...._-- -- -------- ------- _....__...__ _..__— _� MEMBER REPORT n Lower Le;el, Wdw hdr SW bedroom-side(front) PASSED � �F 0 R T E !% 2 piece(s) 13/4 x 9 1/2 1.55E TimberStrand0 LSL ��,�,:s�s• w ;. . , �, + + 0 0 � 6, � a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ` , tAP, �,Oid:Cq�nbi�,{P/d�em) , : System:Wall � . „ � .._ . . „ ��_ �W1.�1AC�011 :�NOM161�, :; �.., N11 Member Reaction(Ibs) 7414 @ 6'4 1/2" 7613(3.00") Passed(97%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 2706 @ 1'1/2" 6872 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5983 @ 3'3" 10422 Passed(57%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.093 @ 3'3" 0.208 Passed(U809) -- 1.0 D+1.0 L(All Spans) oesign rtethodology:as� Total Load DeFl.(in) 0.135 @ 3'3" 0.313 Passed(U554) -- 1.0 D+1.0 L(All Spans) •Deflectan criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed�herwise.Proper attachment and positionirg of lateral braci�g is required to acAleve member stability. . ;:�. , ... _�8�11� y� � . .. .�,.��D�� ..:��: .:. � to0d ]1wip�a �teqWnetl 'Dmil ` '�0� Snow -: T�tal Aaoepo�iea 1-Trimmer-SPF 3.00" 3.00" 2.30" 2271 2730 2011 7012 None 2-Trimmer-SPF 3.00" 3.00" 2.92" 3010 2730 3142 8882 None TribW�r Da�d i�oor�.4ve SnOw L08dS LOC�tion , Widtl� , (0.90) (t�) (1.15). ComivaMs 1-Un'rform(PSF) 0 to 6'6" 15' 15.0 40.0 - Main level floor load 2-Uniform(PLF) 0 to 6'6" N/A 90.0 _ _ Mafn level exterior wall load 3-UnHorm(PSF) 0 W 6'6" 6' 10.0 40.0 - Deck load Linked from:Wdw 4-Point(Ib) 0 N/A 1018 - 2011 hdr SIAI Bedroom- frorn su rt 1 Linked from:Wdw 5-Point(Ib) 6'6" N/A 1757 - 3142 hdr SN Bedroom- fror�t Su rt 2 w�r8111aEU9�'NO�S ' � �� `� �� (Z�SUSTAINABIE FORESTRY INRIATIVE l Weyerhaeuser warraMs that the sizing of its productr will be in attordance witli Weyerhaeuser product design criteria and pudished design values. Weyerhaeuser eupressly disclaims any other warrarrties reWted to the software.Refer to cunent WeyerFweuser literature for InsYallatlon delails. (www.woodbywy.mm)Accessories(Rim Board,Blaking Panels and Squash Blocks)are not desi9ned by this software.Use of this software is not in[ended to circumveM the need for a design professbnal as d�ermined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure Mat this pkulation is compatlble with the overall project.Products manufadured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support information have been provided by Plan date:O6/OS/2015 Porte Software Operaror Job Notes 8/6/2015 9:12:33 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4503 Excelsior MN .. john_nelsen@IymaNumber.com #2052908/OS/2015 Fege 32 Of 43 ' C�1 F O R T E � MEMBER REPORT LowerLevel, WdwhdrFamilyRoom PASSED 2 piece(s) 13/4" x 11 7/8" 1.55E TimberStrandp LSL Overall Leng�:8'9' + + 0 0 � : , 9� �� 0 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual F�i�t�, �'�LoCatlon A�MDrred:�, `;' ` i�F- 31MI��p: System:Wall Member Reaction(Ibs) 10887 @ 3" 11419(4.50") Passed(95%) -- 1.0 D+OJ5 L+0.75 S(All Spans) Member rype:Header Shear(Ibs) 5689 @ 1'4 3/8" 8590 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) sui�dinq use:r�denhai Moment(Ft-Ibs) 15652 @ 4'S 7/16" 15953 Passed(98%) 1.00 1.0 D+1.0 L(All Spans) suilding code:IBC Live Load Defl.(in) 0.260 @ 4'9 7/16" 0.308 Passed(U427) -- 1.0 D+1.0 L(All Spans) oesign Methodology:ASD Total Load DeFl.(in) 0376 @ 4'9 1/2" 0.463 Passed(UZ95) -- 1.0 D+1.0 L(All Spans) •Defledbn viteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 1'2 9/16"o/c unless detailed otherwise.Proper attachmeM and positionirg of lateral bracing is required to achieve member stability. BYaliny �.A1di rb'¢!�p�q�s j�j � �'-.. �P��"� 3ofal,. "� ite9ubaA '�� , ',� . ; '��;'.�odac '. 1-THmmer-SPF 4.50" 4.50" 4.29" 4285 5916 2866 13087 None 2-Trimmer-SPF 4.50" 4.50" 3.59" 3678 4474 2771 10923 None Trlbuary Oe�d Huo�'ilve SDOw Wads'' �ocarton ' wwth {0.90) (3:�3 ' (�ti� C�nr� 1-Uniform(PSF) 0 to 3'8" 15' 15.0 40.0 - Mafn level floor bad 2-Uniform(PLF) 0 to 9'9" N/A 9p,0 _ _ Main level exterior wall load 3-Unrfortn(PSF) 0 to 9'9" 6' 10.0 40.0 - Detk load 4-Uniform(PSF) 0 to 9'9" 15' 15.0 40.0 - Main level floor load Linked from:Wdw 5-Point(Ib) 0 N/A 1711 - 2886 hdr Great Room, su rt 1 Linked from:Wdw 6-Point(Ib) 9'9" N/A 1645 - 2771 hdr Great ROom, Su 2 1NeyEr�faeuSer Nob85 ` , ' " �SUSTAINABLE FORESTRY INRIAi1VE Weyerhaeuser warrards that the sizing of its products will be in accordance with Weyerhaeuser product design crtteria and published design values. Weyerhaeuser e�cpressly disclaims any otfier warrandes related to the software.Refer to curceM Weyerhaeuser litereture far installation details. (www.woodbywy.com)Actessories(Rim Board,Blocking VanHs and Squash Blaks)are no[designed by this software.Use of this software is rwt irnended to drcumveM the need for a design professbnal as determined by the auttwrity having jurisdiction.The designer of record,buAder or framer is responsible to aswre that thfs calculatlon is mmpatiWe with the overall project.Products manufactured at Weyerhaeuser facilides are third-party certified to sustainable forestry stanAards. The product appBcatlon,input design loads,dimensions and wpport informatlon have been provided by Plan date:06/OS/2015 Forte Software Operator Job Notes 8/6/2015 9:12:33 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN i john_nelsen@IymaNumbeccom #20529 08/05/2015 PBge 33 Of 43 � L---- --_.--- -------- —----.._--------- ......----- � �F 0 R T E � MEMBER REPORT LowerLevel,Drhdrbump out-rear PASSED � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'S" + + 0 0 � 3.r � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual `�1A!a�Op , ,: �RoweO ,:LDF L@�d;Cp�p6Mm�tm{Palbe�n) . System:Wall Member Reaction(Ibs)' 1286 @ 0 1913(1.50") Passed(67%) -- 1.0 D+1.0 S(All Spans) Member rype:Header Shear(Ibs) 127 @ 10 3/4" 2498 Passed(5%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 228 @ 1'8 1/2" 3431 Passed(7%) 1.00 1.0 D+1.0 L(All Spans) euildtrg Code:IBC Live Load Defl.(in) 0.000 @ 1'8 1/2" 0.114 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) oesgn wettwdology:ASD Total Load Defl.(in) 0.002 @ 1'8 1/2" 0.171 Passed(U999+) -- 1.0 D+1.0 L(All Spans) •Deflectbn criteria:LL(LJ360)and ll(1J290). •Bracing(Lu):All campression edges(top and bottom)must be brated at 3'S"o/c unless detailed othervvise.Proper attachmeM and posidonirg of lateral bradng is required to achieve member stability. •Applicable wkulations are based on NDS 2005 methodology. , , - ... <.`�M!$11J1 � ':,. . .,,;, <,=,iAi4i�D��),. � " . � Tdil �ilraasl�e Requ6ed `lfe�A ,. �OOr ,S�orir' ''Total Aeaesmories „ 1-Trimmer-SPF 1.50" 1.50" 1.50" 598 74 688 1360 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 598 74 688 1360 None 7Y�r�I Qa1d _Fioor live Snow LA�f15 loofion' WWtl� (Q90) (lA0) �L1� Coa�s 1-Unrform(PSF) 0 to 3'S" 1' 15.0 40.0 - Main level floor bad 2-Un'rform(PLF) 0 to 3'S" N/A 9p.0 _ _ Main levd exterior wall bad 3-Uniform(PSF) 0 to 3'S" 0 10.0 40.0 - Deck load 4-Point(Ib) 0 N/A 4p5 _ � lJnked from:Dr hdr Dini Su rt 1 5-Point(Ib) 3'S" N/A 405 - � lJnked from:Dr hdr Dinin Su 2 W��a�N1s�'�N�S .'��. � . ... ` . :. , , .�. � �. .. .. . . .� . . (Z�SUSTAINABLE FORESTRY INRIATIVE l Weyerhaeuser wartantr that the sizing of its products will be in aaadance with Weyerhaeuser praduct design criteria and published design values. Weyerhaeuser expressty disclaims any other wartaMies related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Aaessories(Rim Board,Blodcing Pands and Squash Blocks)are not designed by this soRware.Use of this software is not intended to circumveM the need for a design professional as determined by the autlwrity haWng jurisdiction.The designer of record,builder a framer Is responsible to assure that this cakuladon is compadble wfth tfie overall project.Products manufactured at Weyerhaeuser fadlides are third-party certifled to sustainable fore5try standards. The praduct applitation,inprt design loads,dimensions and support infortnation have been provided by PWn date:06/OS/2015 Forte SoRware operotor Job NOMs 8/6/2015 9:12:33 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � �ohn nelsen/�iymanlumbe�.r,om #205290N/OS/2i»5 . - Page 34 oi 43 � , �F 0 R T E� MEMBER REPORT LowerLevel, Wdwhdrat6umpout PASSED 2 piece(s) 13/4"x 11 7/8" 1.55E TimberStrand0 LSL Overall Length:12'6" + + a o �' �r �; � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual 0,�8St11t5 Az6nl��o�ttlo� 11Nowed �; it�iult,: .Lllf IoW:x;�l�bi[(p�lpn�) v SY�:Wall Member Reaction(Ibs) 3482 @ 1 1/2" 7613(3.00") Passed(46%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 1906 @ 1'2 7/8" 8590 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) suiwinq use:Residemla� Moment(Ft-Ibs) 7137 @ 6'3" 15953 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) eu�aing code:tsC Live Load Defl.(in) 0.155 @ 6'3" 0.408 Passed(U951) -- 1.0 D+1.0 L(All Spans) Design Methodology:ns� Total Load Defl.(in) 0.280 @ 6'3" 0.613 Passed(U525) -- 1.0 D+1.0 L(All Spans) • Defiectbn ttiteria:LL(U360)and TL(U240). • Bradng(Lu):All compression eclges(top and bot6om)must be braced at 12'6"o/c unless detailed ofherwise.Proper attachmeM and positlonirg of laterdl bradng is required to achieve member stabflity. 8larin� ��o0ds�4�ppplts{ihlf) �$ . Total �1v�Ralde Aequiretl :,"�e�Id ''Snow * '. t+dlai,�,.-��. . 4.. 1-Trimmer-SPF 3.00" 3.00" 1.50" 2006 1313 656 3975 None 2-Trimmer-SPF 3.00" 3.00" 1.50" 2006 1313 656 3975 None TrlbabiY Dead f�i�Y!' 'SIWw I.OadS Lomtlan ,. . -Width (0.90) ' (1:00)` (1,Y3)' Conrnanb 1-Undorm(PSF) 0 to 12'6" 3' 15.0 40A - Main level 800r load 2-Un'rform(PLF) 0 to 12'6" N/A 9p.0 - _ Main level exteriw wall load 3-Un'rform(PSF) 0 to 12'6" 2'3" 10.0 40.0 - Deck load 4-Point(Ib) 0 N/A 940 - 6� Linked from:Wdw hdr Din' Su 1 5-Point(Ib) 12'6" N/A 940 - 656 �nked from:Wdw hdr Dini Su rt 2 W8yB1t1.8U9e1'�NO�S, .. �.. . . . .... ;:' � : �' , �° ,. . .. .� ;. `. .. . (tj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrarrts that the sizing of its products will be in aaordance with Weyerhaeuser product design criteria and published design values. y Weyerhaeuser expressy disclaims any otlier warranties related to the software.Refer to curreM Weyerhaeuser Ifterature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to drcumveM the need fw a design professional as determined by the authority having jurisdiction.The designer of retord,builder or framer is respon5ible to aswre that this plculation is compatible with the rnerall project.Products manufactured at Weyerhaeuser facilities are third-party certlfied ro sustainable forestry Standards. The produR application,input design loads,dimensions and support infortnadon have been provided by Plan date:06/OS/2015 � Forte Sotlware Operatw �ob Notes 8!6/2015 9:12:33 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN john_nelsen@lymanlumber.com #20529 08/05/2015 P8(�8 35 Of 43 I— —._._..___.... _----------- �F 0 R T E � MEMBER REPORT LowerLevel, Wdwhdr8edroom PASSED � 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand� LSL over�u�r�n:s�s• + + 0 0 � s, � a a All locations are measured from the oufside face of left support(or left cantilever end).All dimensions are horizontal.;Drawi�g is Conceptual 1M�1�� M119+Mtid , �,; .W1F �.O�u: . ,' �D system:wa�� Member Reaction(Ibs) 7068 @ 6'41/2" 7613(3.00") Passed(93%) -- 1.0 D+0.75 L+0.75 S(All Spans) rtember rype:Header Shear(Ibs) 5121 @ 5'S 1/2" 7902 Passed(65%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building use:Residendal Moment(Ft-Ibs) 7579 @ 3'6 3/8" 10422 Passed(73%) 1.00 1.0 D+1.0 L(All Spans) Building cade:�sC Live Load Defl.(in) 0.114 @ 3'4 5/8" 0.208 Passed(U655) -- 1.0 D+0.75 L+0.75 S(All Spans) �si9n Methodology:ASD Total Load Defl.(in) 0.188 @ 3'4 11/16" 0.313 Passed(U399) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflectlon crReria:LL(LJ360)and TL(U240). •Bracirg(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positloning of lateral bradng is required to achfeve member stability. pewinp •.,.:i�Olds�q Sappa�s�bs) ; �1{1�Q1�". ' . �TOti11 �1r�NidliO'� ��leqldlld `.:."�YA .'�� :.TJDRW ��z YOW - AQpepPfi'!�� 1-Trimmer-SPF 3.00" 3.00" 1.82" 1691 2925 680 5296 None 2-Trimmer-SPF 3.00" 3.00" 2.79" 2817 2925 2743 8485 None t�bulary Dead `Fboliive SnOw L08d8 iocetlon �IYidtl� (0.90) (�.00) (Llb7 CAmmeMs 1-Uniform(PSF) 0 to 6'6" 16'6" 15.0 40.0 - Maln level floor load 2-Un'rform(PLF) 0 to 6'6" N/A 9p,0 _ _ Main level exterior wall load 3-Unifortn(PSF) 0 to 6'6" 6' 10.0 40.0 - Dedc load 4-Un'rform(PSF) 4'11"to 6'6" 17' 20.0 - 35.0 Snow-main Linked from:Wdw 5-Point(Ib) 4'11" N/A 1318 - 2481 hdr NW Bedroom- side Su 2 W�N�I1A�11$�1'�O�S'�.. � . � .. . . . � .. � . .. .. � � � (Z})SUSTAWABLE FORESTRY INITIATIVE Y Weyerhaeuser warrards that the sizirg of its products will be in aaordance with Weyerhaeuser product desgn criteria and pudished design values. Weyerhaeuser expressty disclaims any other warranties related to the software.Refer to curteM Weyerhaeuser literature for instalWtion detaAs. (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Blocks)are not desgned by this wftware.Use of this soRware fs not intended to circumveM the need for a design professional as determined by the authority havirg jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible wRh the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,inqrt design loads,dimensions and support infortnation have been provided by Plan date:06/OS/2015 Forte Software Operetor dob Notes 8/6l2015 9:12:34 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � ;onn_�ei�Pn@iyma�i�moer.com �zoszs oa�osr2n�s Page 36 of 43 � . �F 0 R T E � MEMBER REPORT Lower Level, Wdw hdr Bedroom-front(comer) PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:2'10 12" + + 0 0 � 2.s. � � � All locations are measured from the oufside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual R.�I�kS /k�ual'��oCMion AYowOd- ; �< . �L�F;I;�da= ^._ ' ,";�). ' System:Wall Member Reaction(Ibs) 5756 @ 2'9" 7613(3.00") Passed(76�0) -- 1.0 D+0.75 L+OJS S(All Spans) Member Type:Header Shear(Ibs) 755 @ 11" 6872 Passed(ll�o) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 1558 @ 1'4 1/2" 10422 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) swlding Cade:IBc Live Load Defl.(in) 0.008 @ 1'4 1/2" 0.092 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.014 @ 1'4 1/2" 0.138 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) •Deflectbn cri[eNa:LL(L/360)and TL(L/240). •&acing(Lu):All compression edges(top and bWtom)must be braced at 2'10 1/2"o/c unless detailed othenvise.Proper attachmeM and positioning of lateral bracing is required to achfeve member stability. . �� 5�jd..�.w+..��4��:" �PP� TuRa1 Ava�l� Req�dteil '4�*ad �`:$�b�r ��a) ' � _ �. _ �.. 1-Trimmer-SPF 1.50" 1.50" 1.50" 3028 1238 818 3084 None 2-Trimmer-SPF 3.00" 3.00" 2.27" 2388 1350 3141 6679 None 7HbuMY Daa�! .;, .,Pborifi� SnaM ' toads �cadoii � wiaa� (a9o) ��.no)_ �- �s.�:s�, can�nr� , 1-Un'rform(PSF) 0 to 2'10 1/2" 16'6" 15.0 40.0 - Main level floor load 2-Un'rform(PLF) 0 to 2'10 1/2" N/A 9p,0 _ _ Main level exterior wall bad 3-Unfform(PSF) 0 to 2'10 1/2" 6' 10.0 40.0 - Deck load 4-Uniform(PSF) 0 to 2'10 1/2" 17' 20.0 - 35.0 Snow-main Linked from:Wdw 5-Point(Ib) 2'9" N/A 1266 - 2248 hdr NW Bedroom- side Su rt 1 W��M18eUSl!1'NO�.S .� .�� .� ,�.. ... „- , .�„ , ' .. .� . �i � :��, ... � .�� (2�SUSTAINABLE FORESTRY INRIATIVE Weyerhaeuser warrants that the sizing of itr products will be in aaordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressy disclaims any other warrantles related to the soRware.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Aaessories(Rim Board,Blodcing Panels and Squash Blocks)are not designed by this software.Use of this software is r�iMended to circumvent the need for a design professional as determir�ed by the authority having jurisdictlon.The designer of record,builder or framer is responsible to assure that this cakuladon fs compatlble with the overall project.Products manufactured at Weyerhaeuser facili�es are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support infomiatlon Fiave been provided by Plan date:O6/OS/2015 Forte Software Operator Job Notes 8/6/2015 9:12:34 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN �� juhn._nelser`^a,rymarlumber.com #2052908'O5,'2C15 pa�P��f n� � �----- -- ---._.__---�--- ---,-----.... _.------ ---..__..---- �F 0 R T E � MEMBER REPORT Lower Level,Beam above srairs PASSED � 2 piece(s) 13/4" x 9 1/2" 1.55E TimberStrand0 LSL Overalt Length:T 9 12" + + 0 0 L T 3� ,� o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual n'�118 ^^.,, .. Actwi��asu4n , itwaMea . :;�w�At'._ . ,iDF 401d:. . {Pa�q) System:Floor Member Reaction(Ibs) 2822 @ 3 1/2" 4725(1.50") Pa55ed(60%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush seam Shear(Ibs) 2160 @ 1'1" 6872 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) euilding Use:Residential Moment(Ft-Ibs) 4769 @ 3'8 3/4" 10422 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Building code:iBC Live Load DeFl.(in) 0.102 @ 3'115/16" 0.184 Passed(L/870) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.142 @ 3'11 5/16" 0.369 Passed(U623) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(U240)• •&acing(Lu):All compression edges(top and bottom)must be braced at 7'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. �sari�g �w�I�osuppa�s:{Y�) � T�il �lwflab(e R�qu6ild' , �q1 . � Td� Aco�aoria 1-Hanger on 9 1/2"SPF beam 3.50" Harger� 1.50" 863 2199 3062 See r�e 1 2-T�immer-SPF 3.00" 3.00" 1.50" 711 1789 2500 None •At harger supports,the T�al Bearing dimensan is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for addidonal infortnation and/or requirements. Connector Si �on -Tie Connecbors '' �PPpt Model Sest Laqtll Top Na� Faoe N�k Member Nails; Acseao�ies 245DS self-drilling 16-SDS self-drilling 1-Face Mount Hanger MGU3.63(H1=9.25) 4.50" N/A wood screw 0.242 dia. wood screw 0.242 dia. x212" x212" 7►ibuary Dela f�oor LJve l:oads wa� wwu� (a9o) �Loo) comma�rs 1-Uniform(PSF) 0 to 7'9 1/2" 11' 15.0 40.0 Main level floor load 2-Uniform(PSF) 0 to 3'6" 4' 15.0 40.0 Stair load �W 8�115�'HO�S' .� � ��. (Z�SUSTAINABLE FORESTRY INITIATIVE l Weyerhaeuser warra�that tlie sizing of its products will be in aaordarxe with Weyertweuser product design criteria and published design values. Weyerhaeuser expressty disclalms any other warranties related to the software.Refer to curreM Weyerhaeuser literature for installatiai ddails. (www.woodbywy.com)Aaessaies(Rim Board,Blockirg Panels and Squash Blocks)are not desyr�ed by this software.Use of this soRware is not iMended to circumveM the need for a design professional as determined by the auttwrity having jurisdictlon.The designer of record,builder a framer is responsible to assure that this cakulation is compatible with the overall project.Products manufactured at Weyerhaeuser facilitles are thircl-party certifled M sustainable forestry sWndards. The product appliwtion,input design loads,dimensbns and wpport infortnation have been provided by Plan date:06/OS/2015 Farte sottware Operator Job Notes 8/6/2015 9:12:34 AM John Nelsen Advance Homes FOrt2 v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te � (ohn)ne10 n803 ExceisiorMN � C,m3r,r,mbEr.00m nzoszsos�os�zo�s Page 38 of 43 • �,F 0 R T E � MEMBER REPORT LowerLevel,Beam above bump out PASSED 4 piece(s) 13/4" x 18" 2.OE Microllamp LVL Overall Length:19' + + 0 0 ��' 19. ` � 0 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual D RE�iU1lS Jk�uaLO Iao�ion Aflorvad x : RepA!_ IAF,.- t;�id:�OmWo�liow'�) System:Floor Member Reaction(Ibs) 17994 @ 18'8" 27913(5.50") Passed(64°k) -- 1.0 D+0.75 L+0.75 S(All Spans) Member rype:Flusn eeam Shear(Ibs) 10652 @ 17'1/2" 23940 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Buildinq use:Residerroal Moment(Ft-Ibs) 48501 @ 9'9 3/4" 77506 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) euilding Cade:IBC Live Load DeFl.(in) 0.338 @ 9'7 1/8" 0.458 Passed(U650) -- 1.0 D+1.0 L(All Spans) Design Metl,odoiogy:a.SD Total Load DeFl.(in) 0.480 @ 9'7 1/8" 0.917 Passed(U458) -- 1.0 D+1.0 L(All Spans) •Deflectan criteria:LL(U480)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 14'6 15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stabiliry. � �, , ��W. f��: � �_ . , . ��) . , � 5�1��; ldtal- #valiatk Ite9uked- .�p�tl, SYIOW �IDtsl � �coOaDNes . 1-Column-SPF 5.50" 5.50" 3.19" 6376 7462 5653 19491 None 2-Column-SPF 5.50" 5.50" 3.55" 6987 9022 5653 21662 None Tribuhry Dead Fbot 1,fire> ' SnoW L08d5 Wqtlon, Wldtl� (0.90) ;' (L00)' (115j Conrneqts 1-Uniform(PSF) � 0 to 19' 19' 15.0 40.0 - Main level floor load � 2-Point(ib) 16'6" N/A gpl zpqq _ Linked from:FGT 1, Su R 2 3-Point(Ib) 0 N/A 3243 - 5653 �nked from:GT 1, s„ rt i 4-Point(Ib) 19' N/A 3243 - 5653 �nked from:GT 1, su rt z WeyelfiaeuSer NobBs , ; ' �SUSTAINABIE FORESTRY INRIATIVf Weyerhaeuser warrards that the sizirg of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer W current Weyerhaeuser Ifterature for insWllation detafls. (www.woodbywy.com)Acceswries(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not iMended to circumveM the need fw a design professional as determined by the authority having jwisdiction.The designer of record,builder or framer is responsible to aswre that this wlwlatlon is compadble with the overall proJect.Productr manufactured at Weyerhaeuser facilitles are third-party certified to sustainade forestry Standards. The product applicadon,input design loads,dimensions and support infortnadon have been provided by Plan date:06/OS/2015 Forte Sokware Operator Job Notes 8/6/2015 9:12:34 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 I �ymar,��mber 25fi0 Kelly Ave 2560 Kelly Ave Excelsror MN.4te I (952)470-0803 Excelsior MN i john_nelsen(a�lymanlumber.com #20529 08/05/2015 P8g@�$9 Of 43 �.. ____.._ ._-_--�--.—..—__.__.—._— ---.__._._... _-------._-- —.._—... ___.._- .� �F 0 R T E� MEMBERREPORT LowerLevel,Beamatdeck-left PASSED � i piece(s) 5 1/4"x ii 7/8" 2.OE Parallam0 Plus PSL SL2- Moist Use(16% < MC <_ 28%) Overall Length:37'S 1/4" � ,- „�� _rye., z�. :, + �r. �" p O n . n ii . . , . � ' ' n . � i� � . .. n � i n . . �� . � � n . � � � . i ii �� .. . . . . � n . .. i �i � � �� . . . . � �r� . � � 12'8' � 11'3' � 11'3" � o a o a All locations are measured from the outside face of left support(or left pntilever end).All dimensions are horizontal.;Drawing is Conceptual ' i!RS61��S , , ; �Id81.oCiqon = ,AYowed , = RNuk, � , ._ LAF 1��¢S�oe.{Pat�em) System:Floor Member Reactlon(Ibs) 3267 @ 14'1/4" 10612(5.50") Passed(31%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 1819 @ 12'9 5/8" 8196 Passed(22%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residentlal Moment(Ft-Ibs) 4447 @ 6'8 1/16" 18808 Passed(24%) 1.00 1.0 D+1.0 L(Alt Spans) Buuding Cade:IBC Live Load DeFl.(in) 0.099 @ 7'2 7/16" 0.432 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.159 @ 7'1 15/16" 0.648 Passed(U979) -- 1.0 D+1.0 L(Alt Spans) • Deflectbn criteria:LL(U360)and T�(Uz40)• •Overhang deflection criteria:LL(2U360)and TL(2UZ40)• •Bradng(Lu):All compression edges(top and bottom)must be braced at 37'S 1/4"o/c unless detailed otherwise.Proper attachment and positionirg of lateral bracing is required to achieve member stability. "Betrillp • iO�df�D 3Yppolts{Ibs) �p�� To�l Ar�iln6le R�9�r�ad ` Datd � TaRal ; Aa�aorias 1-Column-SPF 5.50" 5.50" 1.50" 488 1427 1915 Bbcking 2-Column-SPF 5.50" 5.50" 1.69" 870 2397 3267 Blocking 3-Column-SPF 5.50" 5.50" 1.50" 595 1564 2159 Blocking 4-Column-SPF 2.75" 2.75" 1.50" 334 963/-61 1297/-61 Blocking •Blocking Panels are assumed to carty no bads applied direcUy above them and the full load is applied to tfie member being designed. Tdbulary De�d HOorlfire Loads wc�won wjaa� ' (a9o) (s.00) conrne� 1-Uniform(PSF) 0 N 13'7" 5'3" 10.0 40.0 Deck load 2-Un'rform(PSF) 13'7"to 32'8" 2'6" 10.0 40.0 Deck load 3-Unrform(PSF) 32'8"to 37'S 1/4" 5'3" 10.0 40.0 Detk bad Wey6rhaeuSer MOteS' �SUS�AINABIE FORESTRY INRIAi1VE Weyerhaeuser warrants that the sizing of its producis will be in accordance wfth Weyerhaeuser product design aiteria and publisFied design values. Weyerhaeuser expressty disclafms any other warrandes related to the software.Refer to current Weyerhaeuser literature for instalWtbn details. (www.woodbywy.com)Accessories(Rim Board,Blaking Panels and Squash Bbcks)are not designed by this software.Use of this software is not iMended to circumveM the need for a design professional as determined Iry the autho�ity having jurisdiction.The designer of record,builder or framer is responsfble to assure that this calculadon is compatible with the rnerall proJect.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainade forestry�andards. The produd application,input design bads,dimensions and wpport infomiation have been provided by PWn date:06/OS/2015 Forte Sottware Oparawr dob Notes 8/6/2015 9:1234 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN ! john_nelsen@lymanlum6er.com . #20529 08/05/2015 P2g8 40 Of 43 • �F O R T E ° MEMBER REPORT LowerLevel,Beamatdeck-right PASSED i piece(s) 5 1/4"x ii 7/8" 2.OE Parallamp Plus PSL SL2- Moist Use(16% < MC <_ 28%) Overall Length:24'S 3/4" + + o `� o _ � �a �� _ � �� , �, �� , �� 11'3' � 11.3• �e•l .�-,�' � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual �1 11�� , , �ct+q11�Locitltlu� ; , AMOwOd R� 'IAF i.O�:�aK�ial►, :_ � ) , System:Floor Member Reaction(Ibs) 4149 @ il'8 1/2" 30612(5.50") Passed(39%) -- 1.0 D+1.0 L(Adj SpanS) Member Type:Drop Beam Shear(Ibs) 1731 @ 12'11 1/8" 8196 Passed(21%) 1.00 1.0 D+1.0 L(Adj SpanS) Building Use:Residential Moment(Ft-Ibs) -4832 @ 11'8 1/2" 18808 Passed(26%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IeC Live Load Defl.(in) 0.067 @ 17'10 1/2" 0390 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) Design Methalology:aSD Total Load Defl.(in) 0.100 @ 17'li 13/16" 0.585 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) • Defledion criteria:LL(L/360)and TL(1J240). •Overhang deFlection criteria:LL(2L/360)and TL(2L/240)• • Bracing(Lu):All campression edges(top and boUom)must be braced at 24'S 3/4"o/c unless detailed otherwise.Proper attachmeM and positloning of lateral bracing is required to achieve member stabili[y. � . Hi�rMY ' � �'' �.O�S��bSYPP�'1FZ�I' � � � �hP!�� ' .Tohl J1tr�eble itequired �Dlmd ;"�� TioW ` -ACpesrOr;R�",, _ : 1-Column-SPF 2.75" 2.75" 1.50" 335 1091/-156 1426/-156 Bbcldng 2-Column-SPF 5.50" 5.50" 2.15" 1089 3060 4149 Blocking 3-Column-SPF 5.50" 5.50" 1.50" 415 1311 1726 Blocking •Blocking Panels are assumed to carry no loads applied direcdy above them and the full load is applied to the member being designed. Ttibutary Dead 'Fbor Lhe` LWdS Laeafion YYiMh (0.90) (1�00). Conrn� 1-Unrform(PSF) 0 to 24'S 3/4" 5'3" 10.0 40.0 Detk load W��1'I18@USBr NOtiES �.,. � . :. . ..�.. ...� , �. : .: �.. : .: ` (Zj)$USTAINABLE FORESTRY INITIATIVE Weyerhaeuser warcar�tr that the sizing of its products will be in attordance with Weyerhaeuser product design criteria and published design values. �' Weyerhaeuser expressty disclaims any other warrdntles related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this soRware is not intended to drcumvent the need fa a design professional as determined by the authority having jurisdictlon.The designer of record,bu0der or framer(s responsible to assure that this calculaUon is wmpatlble wRh the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to susWinade forestry standards. The product application,input design loads,dimensions and support informadon have been provided by Plan date:06/OS/2015 Forte sottware Operator Job Notes 8/6/2015 9:12:35 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN I john nelsen@lymanlumber.com azoszs oeios�2ois Page 41 of 43 L— —----- ---- --- ---- ---_ _ ------- -- — -- �F 0 R T E � MEMBER REPORT Girders(Sized for point/oads only),FGT 1 FAILED � 1 piece(s) 2 x 4 Spruce-Pine-Fir No. 1 / No. 2 Support 1 failed the readion check due to insufficient bearing capacity. Overall Length:32'3' + ;; s: . , � <- + � . o ` o � - - , , � � 3T 3" 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual 11 �L�#1io11', A11aMroA;,.`t,' k�` �ldc � (� System:Floor Member Reaction(Ibs) 3807 @ 2" 2231(3.50") Failed(171%) -- 1.0 D+1.0 L(All Spans) rtember rype:Drop eeam Shear(Ibs) 3742 @ 7" 473 Failed(792%) 1.00 1.0 D+1.0 L(All Spans) eu�id�ng use:rtesidennal Moment(Ft-Ibs) 34507 @ 11' 335 Failed(10302%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:IBC Live Load Defl.(in) 539.463 @ 15'3 1.060 Failed(Ul) -- 1.0 D+1.0 L(All Spans) �9n Methodology:ASD 13 16" Total Load Defl.(in) 750.974 @ 15'3 1.590 Failed(L/1) -- 1.0 D+1.0 L(All Spans) 13 16" •Deflection uiteria:LL(U360)and TL(Uz40)• •Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed othervvise.Proper attachmeM and positloning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. �inq i �LOWitDSyPPo►tstlbs) " +�AP�� total Av�abls ;Requked ;.�aid E� ?otsd Aca�wolim 1-Stud wall-SPF 3.50" 3.50" 5.97" 1072 2735 3807 Blocking 2-Hanger on 3 1/2"LVL beam 3.50" Hangerl 4.41" 801 2044 2845 See note 1 •Blocking Panels are assumed to wrry no loads applied directly above them and the full load is applied to the member being designed. •At harger supports,the Total Bearing dimension is equal to Me width of the material fhat is supporting the hanger • 1 See Connector grid below for additional infortnation and/w requirements. Gonnec6or:Si` Stron Tie Connecbors Suppott ' . Model Seat Len9tl� TOp Na9s Faoe Nads Membar Naik Aooeaories 2-Face Mount Harger Connector not found N/A N/A N/A N/A lYibufary Defd ��100rL�Ye �S l.oeatlon WidfA (0.80) . (3L�OD} Co�n�s 1-Uniform(PSF) 0 W 32'3" 2' 15.0 40.0 Main level floo bad Unked from:Beam 2-Point(Ib) 11' N/A 863 2199 above srairs,Support 1 ��II�'�Q�$ '. ' �� (I�SUSTAINABLE FORESTRY INRIATIVE 1 Weyerhaeuser warrar�that the sizing of its produds will be in aaordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressty disclaims any other warranties related to tfie soRware.Refer to cunent Weyerhaeuser literature for installadon details. (www.woodbywy.com)Accessories(Rim Board,Blodcing Panels and Squash Blocks)are not designed by this software.Use of this wftware is not iMended to circumvent the need for a design professional as d�ermined by the aWwrity having jurisdiction.The designer of record,builder or framer is responsible to assure that fhis calculadon is compatlble with the rnerall projed.Products manufactured at Weyertweuser facilf�es are third-party certified to sustafnable fwestry sWndards. The produd application,input design bads,dimensions and support iniormation have been provided by Plan date:06/OS/2015 Forte SoRware Oparator dob Notes 8/6/2015 9:12:35 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Excelsior MN � john_nelsenClyr+2nlvmber.com #20S990µ!�5/?0?5 . {�d�8 42 Of 43 � �F 0 R T E � MEMBER REPORT Girders(Sized for point loads on/y), GT 1 FAILED 1 piece(s) 2 x 4 Spruce-Pine-Fir No. 1 / No. 2 Support 1 failed the reaction check due to insufficient bearing capacity. Support 2 failed the reaction check due to insufficient bearing capaciry. Overall Length:19' �: �_y + + 0 0 � 19. � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual �' �: y i �yal�tua�lo,n � Iubw�erl:� :,: .�1' �tl:�C?oqip�lt � �.), system:wau Member Reaction(Ibs) 8895 @ 4" 3506(5.50") Failed(254%) -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 8193 @ 9" 543 Failed(1508%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 39339 @ 9'6" 385 Failed(10212%) 1.15 1.0 D+1.0 S(All Spans) Buildtng code:IBc Live Load Defl.(in) 201.569 @ 9'6" 0.611 Failed(U1) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load DeFl.(in) 317.201 @ 9'6" 0.313 Failed(L/1) -- 1.0 D+1.0 S(All Spans) • Deflectbn crlteria:LL(U360)and TL(5/16"). • &adrg(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachmeM and posmoning of Wteral bracing is required to achieve member stabllity. •Appllpble plculatlons are based on NDS 2005 methodology. 9earinD 1:a#dR�Q SuPPo�ts(16S)' , SUpP01#6 Tofal Ylrsdeble Requirod 9qsd : �Snoxr 5 T�il' �1m�ias . ,, . 1-Trimmer-SPF 5.50" 5.50" 13.95" 3243 5653 8896 None 2-Trimmer-SPF 5.50" 5.50" 13.95" 3243 5653 8896 None Tributaty Dead Snow - L08d5' Loe�on WWfh (0.90) (1.15)'` ComiwlKs 1-Uniform(PSF) 0 to 19' 17' 20.0 35A� � � Snow-main �eYel'�188USCY:�O�ES'. �. .. .� .. '. . .' `. .�. „ �.,.. �� . ...:' �.. :, � �. . (Zj)SUSTAINABLEfORESTRYINITIATNE Weyerhaeuser warrards that the sizing of its products wlll be In aaordance with Weyerhaeuser product desgn crlteria and puMished design values. � Weyerhaeuser expressly disclaims any otfier wartanties related to the software.Refer to current Weyerhaeuser IiteraWre for installation detalls. (www.woodbywy.com)Attessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this soRware is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible W aswre that this wlculation is wmpatlble with the overall project.Produds manufactured at Weyerhaeuser facillties are third-party certified to sustainable forestry standards. The product applicadon,input design loads,dimensions and support infortnation have been provided by Plan date:06/OS/2015 Forte Sottware Operator dob Notes 8/6/2015 9:12:35 AM John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te (952)470-4803 Ezcelsior MN john_nelsen@lymanlumber.com #2052908!05!2n15 � Page 43 of 43 ; . ��;NO C�IPY _ 7 �'4.'-.';:' '^ ",�fi^':�}J�:e.�tJ(f E�PI'�l't��C��a2 C:4Yt1jJIi�lii.�L:rr.i"�IY��.':1�:.": �'�4��erldcase.,��,ilding certmcatz snaY x rostetl on w in tbe electncal disfr bunon D2:a Certltiea:e Pos: partt� iVlaiGnq R,�dresa of the Dweliir�g or Dweiling Unit �� a: � _ , l��r �.� �K«�5<<,. Mame of Re+sideailat Contracto AAN Ucanse\umoer •t �l vl(C'C� ' X�14'1�5 �T'r;L:�lW,'4L Ei1V=L0.°E RAl70��1 COAITr�Oi SYSTEiVI ; Type�Chedc AII That Appty Passive t�`10 Fan) `o v �� oi other s/stam monitcr.'ng ! m � a`o ' F �, � . Location{or future location}of Fan� 'n �, '° � c y j _ ? a m � a � '�° U U � a�i � � 4 m aD v c Q m C � O N N p N � � InsuWlion location � o Z m ro U p LL t j N � � � �m o oi w � '� — C CI ;C D N � y W � C N +�- � Z � "uD-. ei �i � � � Other Please Descr'be kere � Below Enflre Slab Foundaiion H/aii �ID '�7 !i'�5� Psrimeter oi Slab on Grade ^. n R�m Joist!1 sl Floor) Rim Joist(2r�Fbory x Watl Ceiling,Ra! Cefling.vaulted 8ay Windows or cantiie�rered areas Floors over urconditioned area Cescribe other insulated areas Buifding envelope air tightness: Duct system air tightness: ri/I�dows 8 Ooors Heatlng or Coqling Ducta Outside Conditfoned Spaees Average U•Factor(exc;udes sk�liqhts ar,d a+e doer)U: Not aQplica�le,all ducts located in^.,onditionad space Solar Heat Gain Coeff,6ent(SHGC): - R-value �� aica-up Air elect a Tjoe Appliances Neatin S stem Domesiic Water g Y Heater Cooling System � ot reguired per mech.code fwcn vt�i'� F�el Type /�J�i�� CC��j Passive Manufacturer (�� `C f �l [�J�f��E /� Powered Mode� '�'151,5'�f r��eSL,- e, „ inte�locked with exhausl+ievice. 2�/�II �y� Oescribe: tnpu:m CaPau�Y`� � �'�j Owp�t n Rating or Sizs 8�S +UL Galon; (/ Tons_ ZI �er,descnbe: '�''�°� C�'� SEER � �ocation of dut[or system: Efficie�cy HSPF! � �EER , Heating Loss Heating Gain Cooting Load Residentia!Load Calculati 6 �/�� , .d il� Ctm's "round duCt OP, � `metai duci Oescri6e any additior.al or combined heafing or coo�ing systems if instaBed:(e g two furnaces a air CombusNon Air SeJect a Type i source heat pump'vilh 9as back-up fumace). Not required per mech.code � Select Type � Passive -----�. Meat Recover Veniiator(HRV} Capadty in c�ms: Low: Hiqt�: G Other,desuibe • Energy Recover Ventdaiw(ERi�Capaciry in cfms: low: High: location of duct or system: Balar.ced Ventiiaiion capauty in cfms Lt �(,��t ; � � CL ,� location of!an(s),desCriba Ctm's Capacity conlinuous ventilatian rate in cfms: �� "rounci duct OR Total venlitation(inter.�niitern +contir,uous)rate in cfms. 7(p�" '� 'malal dud BuAtlersAssa;�afono±Pr4nr.esolavers�o^ t0��a �/ / 7 � Rf:V�$OR l32'.�IO�I Equation 11-3: Conti»uotis ventilation (cfm) = total v�ntilation rate/? l�llQ4.2.1.1 Ventilation r�►te. "The continuous ventilation s��stem shall be baianced in accordance «�idi Section i�(110�4.4.2. Esception: If the local ventilation cequi�•ements accor�ing to IRC Sc:ction R303.3 are being met by the continuous ventilatio�� system, it shall be capable of ope►•ating at a rate not more than 100 percent greater than required by Section N 1104.2.1. N110�.2.2 Intermittent ventilation. "I'he difterence beh�-een the total ventilation rate and d�e continuous ventilation rate shall be based on f1��v rates as designed or as installed. Table N 1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 �,i 5 (= Conditioned space' (in sq. Total/ TotaIi Total/ Total/ Total/ Total/ ft.) Continuous Continu�us Continuous Contin��ous GOl1C1IlU0US Continuous 1000-1504 60/40 75/40 90/�S 105/�3 120/60 135/68 1�01-2000 70/4a 85/43 100/50 115/58 l 30/65 I�15;73 2001-2500 80l40 95/48 110/55 125/63 140/70 155;78 2501-3000 90/45 105/53 120/60 135/68 150i75 165183 300 i-3500 I OOJSO I 15/58 130I65 1�t5/73 1 GO/80 175J88 3�01-4000 110/55 135/63 140/7Q 155/78 170/8� 185/93 4001-�SOd l 20/60 135/G8 1 SO/75 � T65/83 3 80i90 19�/98 ��01-5000 130l65 145/73 160/80 175/88 190/95 20�/103 �001-5�00 140/70 I55/7$ i70/$5 185;9i 200/100 215/108 �501-600Q'- 1SO/75 165/83 180/90 195/98 210/105 22i/113 � Condiiioned space includes the baseme��t. � `If conditioned space exceeds 6000 sq. ft. �r there are more than 6 bedrooms, use Equation 11-1 fi•om Sectioi� N110a.2 to calculate tc�tal ventilation rate. N1104.3 Yentilation system requirements. The mechanical t�ei�tilatia� s��sten� shall be one of three types: exhau�t according to Section N1104.3.1: balanced, and Co��)right �,2409 b� the IizFisu�uf Sl;vules.Si;ttr ot 4linnesola. All Riehts Rcscrred. 7��?UU7��liti��ao c:�5 r;�rf t3��n.r��r;Cup� t � t � �, � �' .t. : ,i.r..�.-:. a . .. aM fX fIfUllip�e pCANti �{308 Of iYMdbQIB Qb�h8fk�9�t :143�f@�I��.. ven�cr area+re�f +�as�d a�Gar:ces ,�a gas a a. . 1 .,+e�a jj�a�7 :� �a��s,' ��a�cl ap�t�ce�� ,.. -. t.ai q�s�u��tu i (GfiYs(} U.R� D C,9 0.:6 0.93 i bj 6d�'iKbrsed � eu:r arsa{s1) � r c�nch�ng,mfirrisr.e�b�:,�rne�,�s, i, 1 �v�. Estir.ated F'�usa la�N�icrt(cfnj (ta x ib) ��„j 3. E�a�i C.�acEty a)Cultinuoos?xllaust�orP� venMa�n sys;em;cfmy (rct�ppBcatie�bat�►ced vent�a�sp�tems s�uch�s HP,'1} b��t� �35 �as �s �as �;��o+�arges��xha�t.a�j 1�3� tr��Ca�fe�r�lating /� r/ sy3tem a if�rer?d mekeLp ait (cJ` �� 1521CG'd3�C21!'/tilI@t}OCki�id 311d R!�LaCdlG 2xA3U5!} d;�oirs�xllar�est�:xt+wSi r�r:g(cim}: c��J��,�� 1C� syslem or�,�red mak�up air is�!ec�r.caHyir.te,�ck�i ar� ma�ceed w Exn�,st� na�cae� Tot��xbaust C�acicl t�'ml� �?��'�`� �3 q 3. Malc�upA'uReqacPnren! a)to�l ext+ausl�paaty �?�� {trom aCove) b)e�irtWtedhG�Se:nnd�aN�n �• � {hom atare) (d r� Makr�p Au quar.oiy;cimy: ��'�) �il v�lue is n�aii�e:no makaup ", 3 � � a'�.�ne�e�} �l. Fc�1tita.i�up An(3p�.a:ing S�zua3. � f ,t� re(e��TaE+e 541 A.2 /� I+/1 + Us��is co�r�n�tha,:a�a�Nr:�r th.;n fan-3ssiste�i o�.�Uncspi�er,ca9�yent��as x�i,�ppGar.:as xrf A�:are sw canDusBcn a�1'iances. � Use��s�tur��t tf�e��ne fan•a�ss�ed a�pha��e�er vendng syst�m�r ihan�rros��h mented�iar�ces maY a�so he u�:ch,�ed. : �,�e�ss^�sr..�q�a�s:s cr.e a.^^c;Fh��c��j��eew�,al�r�ar f�:-3ss,st�f,3s�r oa��re;er w.r+�ng system�one 3cid We!�i.�rc� i;se'R:s;.�urr.n a1h��ats m:�kp'e�d^os;;i'a.t?c�Uy�eMQd gas r,r c+l�1:3rt�s��:..^�-rcn,�:1 fx�ti�et3�te 2lmesph9r,c,�ly-ient�+i yas ct ;9:`uCr3l:+'?S 31•'�5+:�s��1 i6�;�il.�t?$ _ ._ __ . . .. . . . . . . . J3?.. . . . . . _ . ._ . . .. . .. ..... .. . . . 13:16.6012 IFCC�I'#'CVDI\ E. tiV()RKSHE:E7' Gl. (f GC A�end"rx E,WorksheetE-1 Residentiai Cflmbt�.s�ion Air Calculation i�l�ihod Ior Furnace,Boiler,andlor Water Heaier in the SameS ace S tep 1: Cornpleie vented combution ap�iace iMormation: FumacelBoi�r: 'OC?Ci�c) Draft Hood Fan Assi�ted �pirect Vent Input: ' Btun�r (Not tan Assistedj &Power Vent Water Heater: �,Draft'Hood Fan Assistec! ___,_Oirect Vent Inp�i:7�Bt�thr W�t fan Assisted &Pourer Vent S tep 2 Galculate the aolume of tfie Corr.bustion App�ance Space(CAS)ca�cai�ing combusiion applaaric�s.. _ The CAS includes aA ces connected to one ancither b code com iant ni s. CAS vdurc�e: j��fty S bep 3 Oetermine aav Changes per How(AC1i�� Oefa�t ACH vaiues have been incacporated�to Tabla E-t tor use with Method 4b(KAIR Method).1f ihe year of construcacn or ACH is not known.use method 4a Standard i�eihad. 5 tep 4 Deiem�ine Required Voiume far Combustion Air. ; 9a. Standard MeUmd � Tatal Btuthr input o1'all canbusti�appliaraces(pp 1VpT Cp�NT OIRECT VENT APPLtANCES)Input:`��l;hr Use Standard Met#roc!calumn�►Tabie E-i to find Toial Required Vol�ne(TRVj TRV:'37�� R� If CAS V'o�me(trom Step 2j is gn�a�r tl�an TRV th8n no a�tdoor openf�gs are needed. If CAS Voh;me{hom Step 2)is Iess tf�an TRV Ih�go io Si�P 5 4b. Known Air In6itra�on Rate(KAIR�lylethod Total BtWhr ir�put of altfar�-assisted and poa+er vent appliances (DO NOT COUNT OIRfGT VEN7 APPLIANCES) �nput: 8tulhr Use Fan-Assisted Appliances columa�Table E-1 to Bnd Requir�i Vdume Fan.As'sisted{RVFA) - RVFA: ft� Total 8tulhr inpu#ot atl non-fan-assisted appliances Input: BFulhr Use Non-fan-Assisied A�iiar�es colomn�Table E-1 to f�►d Requited i/alume Non-fan-Assist�d(RVNFA) RVNFA: k� Total Required Valum�(TRV)=R1/FA+RVNFA TRV= + - na If CAS Volum.e(Iran Step 2)is grea�erthan TRV then no outdaor openings are needed. 1f GA5 Vdume t��n Ste 2 is l�ss than TR1/tt►er► to S TE P 5. S�ep Sc Calcuta#e tt�e ratio at awa�able'mteMar votume to the total required volume. � 3,�� Ra2io=GAS Volume !rom Ste divfded b TRV from St 4a cu Ste 4b RaUo=� - S tep& Calculate Rsduction�actw(RF): Rf=1 r�r`mts Rado RF=1-N� _ .`� S Eep 7; Calcufate si�le out�oor opening as i1 alf crxneustion au is irom out�de. ?5��`� Tata!Btul�r�puE of aN Combusfion Appllat�ces�the same CA5{EXCEPT DIRECT VENT)Input: ' 8tuihr Gombustion Air Opening Area��AOA): .?�-rXX'� Total BtWlu dividedb 3000 8tufir r in� CA(JA= ' t30(10 Btulhr irr�= l�in' S�ep� Caladaie Mu+fimum Ci40A. Minimum CAOA=CAOA mr�lti icd b RF Ntinimum CAOA= :�^ x �5�� = 1'��7�`i; S tep� �alculaie Combust+on Air Opening Diamecer�Cat)0) CAOD=1.13 muJd iedb tl�s rerootoiMinimum CAOA CAQO=1.13 x�(�lnimumCAOA= � / in 'lf desired,ACN can be determined using ASHRAE caicuiation or blower dooriesl.FoNowprocedures in 5ec�ron 304. �l� ,,-,�:�.t� _ ___ �� f�� >x � . � .. � � � . , , i '• i a � ; ; . , ; � � HVAC Load Calculations j � � ` for � i , � � � ; i ; j ; � i z # � � 1 � R��D��L � ' �� HVAG Lo,�� , i � ; ; � � � � ; ! � i ! ; , ; ; � ; ; �' Prepared By: � iJustin Graff !� Flare Heating And Air Conditioning i � 9303 Piymouth Ave No.Suite 104 ( I Goiden VaBey,MN 55427 i � (612)986-4465 ! + Thursday,May 28,2095 � r � i � ' Rhvac is an AGCA approved Manual J and Manual D computer program. � Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. � ? ; I 1 �Rhvae Resfft�aMia18 Light Commerciai HVAC LoBcls Elite�oHwa�e D;errelop�l+ar�t,lnc. � � Re ` 'Plare Hreatinct��&,4/C 1r�c. � '� . ; � �� , ��' - � - '_ _ � � ; i .: : Project Report ;! , ; � , r 4 Project Title: ; � Pro�ect Date: 9/8/2014 � � Project Comment: � Company Name: Flare Hea6ng And Air Conditioning ; Company Representative: Justin Graff � Company Address: 9303 Piymouth Ave No.Suite 104 Cornpany City: Golden�/a11ey, MN 55427 ! , �ompany Phone: (612)986-4465 � i , 1 � iReferenee Cif}r: Minneapolis/St,Paul AP, Minnesota � Building Orien#ation: Front door faces East � Daily Temperature Range; Medium j Latitude: 44 Degrees � Elevation: 834 R I Am#ude Factor. 0.970 j ; Outdoor Outdoor Outdoor Indoor indoor Grains f �Bulb Wet Bulb $�j,�m $gj,}j�m �y Bulb Qifference � i Winter: -13 -11.42 n/a Na 72 n!a � � Summer: 92 79 38% 50% 72 24 ; Total Building Supply CFM: 2,357 CFM Per Square ft.: 0.47U " � Square ft.of Room Area: 5,012 Square ft.Per Ton: 1,028 "` { ! Volume{it3)of Cond.Space:(htg.) 49,270 � * Based on area of rooms being heated or cooled{whichever governs system)rather than enfire floor area � ' *"Based on area of rooms being coolsd. � � ! Totai Heating Required Including Ven#ilation Air: 86,456 Btuh 86.456 MBH �, ; Totai Sensible Gain: 43,19$ Btuh 89 °k f I Totai Latent Gain: 5,366 Btuh 11 % j � Total Cooling Required Including Ventilation Air. 48,564 Btuh 4.05 Tons(Based On Sensible+Latent) ( j ` ± Rhvac is an ACCA approved Manual J and Ma�ual D computer program. � Calculations are perFormed per ACCA Manua!J 8th Edition,Version 2,and AGCA Manual D. � � AH computed resufts are estimates as building use and weather may vary. � Be sure to seiect a unit thai meets both sensible and latent loads according to the manufacturer's performance data at � � your design conditions. � � ! j i I � 1 , 1 P ; i I � i , � I , ; i ( i � i C:\...11MF House 2560 Kelly Ave Excelsior MN.rh9 Thursday,May 28,2015, 10:12 AM i � ` � Rhvae-Resider�tial&•Llght Gommercial HVAC�flads �. flhe�oftware Deveio�mer►t,lnc. 1 ' ;Fla�hleatin�i&NC InC. � � N : Miscellaneous Report i; � ; � � ? Winter. -13 -11:42 100%o n/a 72 nJa ; { S.ummer: 92 71 36% 50% 72 23,53 f � i � � �nter: -13 -11.42 100% n/a 72 n/a ( ? Summer. 92 71 3fi°/m 50% 72 23.53 � � AAain Trunk g�� ; Calculate: Yes Yes ; i Use Schedule: Yes Yes � � Roughness Factor. 0.0�030 0.00030 - � ; Pressure Drop: U.100� in.wg./100 ft. 0.1000 in,wg./100 ft. � ; Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: �0 ft./min 750 ft./min ; Minimum Height: 0 in. D in. � , Maximum Heigh#: 0 in. 0 in. � � �nter � � '. lnfiltration Spec�ed: 0.280 ACihr 0.150 AClhr 182 GFM 78 CFM � Infiltration Actual: 0.409 AC/hr 0.395 ACihr � ' Above Grade Volume: X 38,896 Gu.ft. X 31.246 Cu.ft. � 15,917 Cu.ft./hr 12,340 Gu.ft./hr ; X �_0167 X 0_0167 i i Tota�8uildin�Infil#ration: 265 CFM 206 CFM i ; Total Building Ventilation: 0 CFM d CFM ± ---Sys#em 1-- { ! fifiitration&Ventifation Sensible Gain MultipNer: 21.35 = (1.10 X 0.870 X 20.00 Summer Temp. Difference) � Infiltration&Ventilation Latent Gain Multipiier: 15.52 = (0.88 X 0.970 X 23.53 Grains Difference) � 1 Infiitration&Ventitation Sensible Loss Multipiier: 90.72 = (1.10 X 0.970 X 85A0�nter Temp.Difference} E ; Winter Infiltration Specified: 0.280 AC/hr{146 CFM),Construcdon:Average � ' Summer Infiltra#ion Specified: 0.150 AC/hr(78 CFM),Construcdon:Average � ---System 2--- � � Infiltration&Ventilation Sensible Gain Multipiier. 21.35 = (1.�0 X 0.970 X 20.00 Summer Temp. Difference) � infiltration&Ven#ilation Latent Gain Multiplier; 15.52 = {D.68 X 0.970 X 23.63 Grains Difference) � � infiltration&VenGiation Sensible loss Multiplier: 9�.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) I Winter infiitration Specified: 0.280 AC/hr(36 CFMj, Cohstruction:Average i ! Summer infiltration Specified: 0.000 AC/hr(0 CFM),Construction:Average i i � � �� E i � i ; s � � � i j � i i i � � i j i ' � � � � ; i i C:1...\1MF House 2560 Kelly Ave Excelsior MN.rh9 Thursday, May 28,2015, 10:12 AM i ti . ' ' Rhvac-Resident�al 8 ligt�t�cmmercial HY41C Loads Elite Softwar�e l�elopme�t,Inc..i 1 . _I ' � �lare H�a�.�"�q&NC 1nc. � � �� , _ ��Load Pr�view Report !�" � � Net� n�� Sen�� Lat� Net� Sen� SYs�� S�i 5� �j ' Scope Ton' lfon; Area Gain Gain Gain Loss' Htg; Cig; Act ----------------------_________�------.._._.._��------------_�__;_._.—_�.__ CFM CFtiI; CFM � i � Buildinq 4.05 1,028 5,012 43,198 5.366 48,564 86,456 1,157 2024 2,35T � � Svstem 1 4.05 1,028 4,162 43.198 5,366 48,564 61,526 824 Y'��R 2,024 � j r,s3 ; Zone 1 4,162 43,198 5,�6 48,564 61,526 824 �,'�4 i 2,024 ; 1-Main 2.081 26.668 2.986 29,654 35.234 472 '� 1,249 1 �: + � 2-Basement 2.081 16.530 2,380 18.910 26,292 352 �`"#�!` 774 1 ! System 2 0.00 0 850 0 0 0 24,930 ;�!` 0 334 � � Zone 1 850 0 0 0 24,930 �1' 0 334 � a 3-GaraQe 850 0 0 0 24,930 �4`' 0 334 j ,.._. � � I � i ! , I i � I � i + i � � i I 1 � � f i � � i i j i 1 � if I i � i � � i I i ! ! + i � i � I ; i � � 1 I � { � f I f / j 1 f � � � 1 � i { i i � i � C:\...UMF House 2560 Kelty Ave Excelsior MN.rh9 Thursday,May 28,2015, 10:12 AM �-10 �_ ,/ - DATE TIME CITY OF ORONO CALLED IN I a-Z ff-LS INSPECTION NOTIC SCHEDULED //-.?-/ S �' D� _ PERMIT NO. � �� COMPLETED ADDRESS �-s OWNER TE�P�H�ONE NO. ��Z��- �7� CONTRACTOR Z�'�!/� � DESCRIPTION �� ` �u�h ��L� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SE TIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q/�RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ��❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO _ � COMMENTS: ��- F.� . /b} 0'17 '� 'V` � CJ ��''f� /� jl�a-L6 �Kr' /iLG�J'� �d��+ s cs �rC'G � s o / � . c �t t� �l � i/ !j• - �. r.t/ D�- a✓�� - e� � ��/ — � _ o�cv�+! c � �ac..� 64b �ro �C !N so � '!`f G� � � �( ��..ttc� - � �ro�,pe 5t,c,� �•;. .,�•�dXo b�.,r�.;.. Q '(�+`�3��aTL��b--�a�'-j.t'e�F�s� �' TiJ (��ov►�G �.",�luv �iol�s . •sw6r,,r�.s�iis v�...�, r��'6�l.�e. � �r � t�{ W �l1 �r,v�t�—�lno/ t�✓4-ys E7�GiC oi ;o! <4yf. W4.cl � CO�f`f C Lv � f �,s�4.�j. j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ��❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. �-- White Copyllnspector's Ffle Canary CopylSite Notice , �`� � D TE TIME �✓ � CITY OF ORONO CALLED IN �� INSPECTION OTI E SCHEDULED — � : 3 C� PERMIT N � � coMP�Fr ADDRESS � OWNER TE HONE��` �a' 3 CONTRACTOR � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING v3 ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT e ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOKTRACTOR TO MEET Y�OU:_YES_NO h COMMENTS: � � j 0 � o� 0 W � Q � W � W 0C � � C W RKSATISFACTOFlY:PROCEED ❑PROJECT COMPLEfE � RECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECTVYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COh/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in adva 49-46�� OwnedContractor on site: Inspector: wn��e covrnnapec�o�s Fi�e Canary CopyfSib Notfos �� DATE TIME CITY OF ORONO cnLLED IN �� INSPECTION NOTICE —7 SCHEDULED PERMIT NO. 2D( S�� /I� COMPLEfED ADDRESS � '�J �o C� I�. l l U � OWNER TELEPHONE O. CONTRACTOR a �l�Cp � �IYI � DESCRIPTION � ( �� _�PI�1C�� 41 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNERICONTRACTOR TO MEET YiOU:_YES_NO y COMMENTS: W C � �J �� t.c.ct /rv ,O�,vCe — j O . � � � — ��.✓ �1- �i✓��..L�4sti 424 S�� '�Q�aL'p � �"�L�fS �6G/� � W � Q � � W � j d � ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE W �CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT O CORRECT UNSI0.FE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑I�ISPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-46�� O�r�eHContractor on site• Insbector: v�- VYhite Copyllnspector's File Canary CopylSite Notke � �� DATE TIME CITY OF ORONO CALLED IN INSPECTION , E^ 0..�� SCHEDULED PERMIT NO. '� G COMPLETED ADDRESS �- � � � � OWNER TELEPHONE NO. � �y'r'f�"��.� CONTRACTOR -, � DESCRIPTION `� 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FIN 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 FINAI ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCOHTFUCTOR TO MEET YOU:_YES_NO � COMMENTS:__T�,l�-Cl� � �C� � UT-t- �` t1 � � � ,1�,0,�1 S �J�-�( ��_✓r�T �Cc.; • J O �. � ` � � I''aCp�� c On S• c d-� !��p W n � �Q r't,� G�t�/'t/�l��L Q � 2 W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: Inspector. � ��^-� � White Copylinspector's File Canary CopyfSite Notice ( � �`� V � ` � � DATE TIME CITY aF ORONO CALLED IN INSPECTION NOTICE SCHEDULED 2� PERMIT NO.��.�(.� C�O lI� COMPLETED ADDRESS � � (�;�� -K(� �� l.t #�t�- OWNER TELEPHONE NO`��t��--4� -(��s CONTRACTOR � � DESCRIPTION �'�-V�-f � �l L�•L`�-�f�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADIN /F�� y�UNDATION 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 Z J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: 1 � �f-�` c� , a � � � � o , � J�D /L C ov+� d�'l �'.�%2 c5� ��'�-S,P�L�ica.z O �.�is �'o �.e�/,e�� W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 3 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice d/I v <� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE(�� SCHEDULED _��' ��' PERMIT NO. � COMPLETED ADDRESS 2 �CoC� �� OWNER TELEPHON 'O.��--3'��/�-�E3 CONTRACTOR ��C�-�`2c� �� DESCRIPTION �� /a � � C � � 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 Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ��1RStn�4TION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE EPTIC INSTALL 2 OWNERICONTRACTOR TO YOU: YES_NO y COMMENTS: L• ��. ' a �p/'ov�bG ¢��oK4G IHSkL � �o� � S�'`.5��-- 0 /� j� ,�iw..g , � �r4��.5� '�O -�.sv�s� Ore.'E ..�Gf e.,.s ,(KE,�t�c�0,,,\ O� Q�Jc�r y��i owe✓ 't�+�J W � Q 2 �O�+✓S � W � � Gp�I'r�� '� C'ac�✓ J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �/ BAEC'f WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ��'❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail forthe next inspection 2v�urs in advance. (952) 249-4600 OwnerfContractor on site: +� Inspector. �1 � `''' � White Copyllnspector's File Canary CopylSfte Notice �—� o �---- �D l� � TIME CITY OF ORONO �� CALLED IN INSPECTION OTI SCHEDULED /[� -.�-1_S �/'D� _ PERMIT NO. �`�CE�� COMPLETED ADDRESS d �- OWNER TEL PHON NO. ?�03 `�`�l-�3�3 CONTRACTOR ,� - �� ; DESCRIPTION �� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ PO ED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ F NDATION WATERPROOF ❑ PIUMBING FINAL ❑ TREE REMOVAL Z ❑ ADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J NAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO �� 9�l (1 U'-� i ta�� v�, COMMENTS: � . �� a � � > � O `� � � O � W � Q � / 2 � �i W � J O ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � O RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hou in advance. (g 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � -�� - � `D!l �� TIME CITY OF ORONO ��C�' CALLED IN INSPECTION O I SCHEDULED I PERMIT NO.�� COMP ETED ADDRESS D OWNER T LEP NE NO.� 3 CONTRACTOR � rG-c hc�lC � DESCRIPTION �� ly ❑ 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 �RAMING ❑ 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 � OWNERfCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS��'a�f�e'�� 7�"d ,O b� �4-i icA o�cL ti,.�( � Dyl 1�.1s�'� ew� - o C.71 b/k�FS�D 4� . o�/Gcf�/�uL��}�ec�- Ac,��i.�n� a . � �,�- �� n/.�c s � � �/G✓��G S,w�,ffi�n /�s�sG �'J/a�..:-s /�r�� ar W �' ,p Q !��il�C � .�O�G/� i � 2 � Gdrrcv� � dlc �ro ��s�./ • W � � � W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. -1 i r'-' � White Copyllnspector's Ffle Cenary CopylSite Notice �--l� C� �` �� ----__ � _ /�M� CITY OF ORONO CALLED IN /�' INSPECTION�TICE ��j SCHEDULED PERMIT NO. MPL ED ADDRESS OWNER T EP ONE NO. 3 3S��S CONTRACTOR - � D CRIPTION � � FOOTING ❑ DEMO-FINA ❑ SEPTIC FINAL Q OURED WALL ❑ PLUMBING I ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FI ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERfCONTAACTOR TO MEET YOU:_YES_NO c��, COMMENTS: � W a � � 0 � � 0 � W � Q � 2 W � W � J d W RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. 2) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice �-� � S,�- TE TIM CITY OF ORONO caLLED IN INSPECTtON NOTIC A SCHEDULED �- - � l/.'d� PERMIT NO. l/ CO PLETED ADDRESS � OWNER E P E NO.��35�� CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q �POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERK:ONTRACTOR TO MEET YiOU:_YES_NO y COMMENT'� � �iu�a,� 5�?; — J �O �+ � 1 �� ` �� Q�tf�il�s.i .�rS � �O � �`�l•!� /�$L�•t��s �. r�iG��c.e� /'e�t/' Q'� Q 2 m�0 irl��E•�r Li��ir!.�t l��S � � j 1�.0 "7� �0 4/ - a W O VYORK SATISFACTORY:PFiOCEED ❑PRW ECT COMPLETE 4�!'�9 CT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑WRRECT NfORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WfTHIN HOURS. p pHpTO TAKEN INSPECTOR WlLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advar�ce. (952) 249-4600 OwnerlContractor on site: 6��'�1 Inspector: — Whit�CoPY ��eCtor's FiN Gnary CopyfSits Notke � i � � � TIME � CITY OF ORONO cnLLED IN � INSPECTION TICE SCHEDULED — _�%� PERMIT NO.��U�7L�COMPIEfED ADDRESS � OWNER TEL PH N NO� � �— � CONTRACTOR � DESCRIPTION �� v%,��,(� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET Y�U:_YES_NO y COMMENTS: o� a j o ' a � 0 W � Q � W W � j O W� ❑WORKSATISFACTORY:PROCEED ❑PRWECTCOMPLETE W ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C�/��RRECT WORK,CALL FOR REINSPECTION TEMPORARY FORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours' advance. -46Q� OwnerlContraator on site: Inspector: yyhits CopyAnapector's File Cenary CopylSite Notice � "`� ��—� `—� DATE TIME CITY OF ORONO CALLED IN �_ INSPECTION TIC SCHEDULED � � ��o -� PERMIT NO. ��-��7�� COMPLETED ADDRESS 5 G OWNER TEL HONE NO. �� J 7 � CONTRACTOR ��JLX�- t�� . � � DESCRIPTION � `'�"-�'' � �U�Z��r�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP w ❑ AS BUILT-SURVEY ❑ SEWER HOOK-U ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INST Z OWNERICONTNACTOR TO MEEf YOU:_YES_ O ^ i �/��/ l �1� �9/ /L� � COMMENTS: `r''" � � W � � i � O �. � O � W � Q � 2 W � � � � . / � � d W ❑WORKSATISFACTORY:PROCEED PROJECT COMPIEfE � ❑CORRECT WORK 8 PROCEED ❑ SUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection no��s��d�a�:�� 2) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopylSfte Notice r� �� DATE TIME CITY OF O NO CALLED IN INSPECTION NO�IC�F 5,�., I�HEDULED ��b� PERMR NO. ` � OMPLETED ADDRESS �� I��— OWNER TELEPHONE NO. `�(p.�—�-I�=�� CONTRACTOR �Q-�''►C Q ��.1lY?'e � , � DESCRIPTION � , ty ❑ 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 v�FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YiOU:_YES_NO � COMMENTS: �/�Y_'- l�i�L - /�0?7"/l0 � ��°�UVG, roo� j 11� t/`Ui ;G 4 csqrrGP- ro� � . � t,tva! a,�,.t - `` �'.�owc re C�� 3`,c,3 c 0 5 �F�' c,r6c�io. pa.r.ars+��a� r � M v� G Go.+�O �•es S�tsi r�t�G ar�rs Q,� � G G f . W ' ' � � � n�.ao�� WY.wb�.tr�, >a" '''� .. � � af� /+'lH• �1 G�y•{ Lv .t /'J�s•�t G Oar � W RK TISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECOMERING PERMANENT ❑CORFiECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED �SPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca� he�e�c •nspectron 24 twurs in advance. (952) 249-4600 Ow oMractor on s � �� ' � ' Inspector: l"`"" White CopyAnapector's Flle Canary CopylSite Notke . � � . • : • • � • . emo To: Finance Department From: Christine Mattson, Planning Assistant r'� \J' - ' CC: Street File Date: October 3, 2016 Ca/L: 101-22205 Re: Escrow Refund Building Permit #2015-00719 pertaining to 2560 Kelly Avenue is complete. Please refund $10,000 to the property owner, Intemational Ministerial Fellowship. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Intemational Ministerial Fellowship PO Box 100 Navarre, MN 55392-0100 w:�,street filesUcelly avenue�25601�escrow refund form 2015-00719.doac . � . ` TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2015-00719 AGREEMENT made this �2"� day of N(aYG�n , 20 ��P, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City°)and International Ministerial Fellowship ("Owners"). Recitals 1. Construction of the new residence located at 2560 Kelly Avenue the ("Subject Property"), legally described as Tract C,Registered Land Survey No.88,Hennepin County Minnesota, is the subject of building permit application number 2015-00719 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements,final grading,and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy("TCO")to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement,the Owners shall deposit$10,000 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to assure completion of any exterior improvements, final grading, establishment of vegetation as well as guarantee reimbursement to the City for all out-of-pocket costs the City has incurred(including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work(including planning, engineering, or legal consultant review) associated with building permit#2015- 00719 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 155441 . � � � . 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors,the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY: CITY OF ORONO OWNERS: B : t"" �V '� '7�� r-..---.�� Y Its: "P.I�'IGiR�lsitalQL Q'I%.1/I��.YA L ��o w s4� p c� lnternal Use�rtly:: G O�ginal to�dnaraee i�epartmer�t: . G Copy to Street�ile 155441 � City of Orono 2750 Kelley Parkway Orono MN 55356 852-249-4600 Receipt No; 3.015238 Mar 22, 2p16 lnternational Ministerial Planning and Zoning Temp CO - escrow 101-22205 7.500.00 Deferred Rev-Developer Deposit Total: --------------- 7.500.00 Check --°"____==__-= Check No: 36811 Payor: 7,500.00 International Ministerial Total Applied: 7,500.00 Change Tendered: ------�-------- .00 03/22/2016 09:51AM=====____=__ � � CITY OF ORONO R 2750 KELLEY PARKWAY * 2 0 1 6 — 0 0 2 6 9 * DATE ISSUED: 03/22/2016 ORONO,MN 55356- (952 249-4600 FAX: (952 249-4616 ADDRESS : 2560 KELLY AVE p� : 20-117-23-11-0007 LEGAL DESC : REG.LAND SURVEY NO.0088 : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT 2015-00719 FOR TEMPORARY CERTIFICATE OF OCCUPANCY APPLICANT ESCROW FEE-BUILDING 7,500.00 TOTAL 7,500.00 International Ministerial Fellowshi Payment(s) P.O.BOX 100 CHECK 36811 7,500.00 NAVARRE,MN 55392- OWNER International Ministerial Fellowshi P.O.BOX 100 NAVARRE,MN 55392- AGREEMENT AND SWORN STATEMENT 1'he 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 gru►t permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This pertnit will expire and become null and void if construction suthorized is not commenced within 180 days of the date of issuance,or if construcrion is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date � ' ' • BUILDING PERMIT ESCROW AGREEMENT ✓ , Orono Building Permit#aD/S-�719 AGREEMENT made this �h day of �J i.c� , 20 I �, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and ��l'1'e�hati Gn� I j�jn j�f P��X}I ("Owners"). Recitals �P 1/�wsh,',� 1. A building permit application has been filed for Q NELIJ �1�(.�� located at "- the ("Subject Property"), legally described as ' • n�Wol�- 2. Owners request the City to review this application which requires City app�oval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit#�/S-�Y`J7/�if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in tum send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement iwo times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. § 415.01 and 366.012. l��C !�i`�s's e�''�-�� ` CITY: CITY OF ORONO OWNER: gy; ��`-'��,,c,.�;:��vc:—� Its: ��,� � �e 1'/L Qy L ' ��eY�r' � -c S ` -, � �. �'��:. � Packet Lasf Updated: Ja ry 2015 {�_C�� n�,,p� ;,�� Page 22 INTERNATIONAL MI�+I1STEftiAL FELLOWSHIP P.O.BOX 32365 17-1-910 �RFDL�1�.MN�5432 j783)577-5967 TAX iD#31687 2 Z Z 9 G � CHECK ' piqy "�Lv�►' � " � �� nMoun►r 8 a�y� 3 � . , � _ - . „ -. e , . �' ;�+p!�'s '�-�-'--•. ,�� ,�7�t , ; •: . . _ � ' . . ., . : VOiD A�'i'�R 180 DAY3 . � , . Two 5�gn r�s Required For Amour�ts Ove $10� � �� Wells gar�Bertk,�1.A. f[idiey,l+�N 55432 , , a City'of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.013596 Jun 9, 2015 International Ministerial Fellowship Planning and Zoning 2015-00741 2560 Kelly Ave 2.500.00 101-22205 Deferred Rev-Developer Deposit Total: 2,50p,00 Check ___________ __ Check No: 22296 2,500.00 Payor: International Ministerial Fellowship Total Appiied: 2,500.00 --------- ----- Change Tendered: .00 06/09/2015 02:48PM=====-_�_-__ � '� CITY OF ORONO * 2 0 1 5 - 0 0 7 4 1 * 2750 KELLEY PARKWAY DATE ISSUED: 06/09/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2560 KELLY AVE p� : 20-117-23-11-0007 LEGAL DESC : REG.LAND SURVEY NO.0088 : LOT 000 BLOCK 000 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2015-00719,PAID BY INTERNATIONAL MINISTERIAL FELLOWSHIP CK#22296-$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 International Ministerial Fellowshi Payment(s) P.O.BOX 100 CHECK 22296 2,500.00 NAVARRE,MN 55392- OWNER International Ministerial Fellowshi P.O.BOX 100 NAVARRE,MN 55392- AGREEMENT AND SWORN STATEMENT The work for which this pecmit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant perrr►ission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified hercin.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. /�-0�/ :` �� ,�,-,d 6', cr .! � 0 �i � i/ licant Permitee Sign re Date Issued By Signature Date • DATE TIME t/ CITY OF ORONO CALLED IN INSPECTION NO-WE SCHEDULED $' PERMIT NO. ZO 6O-71.9 COMPLETED q-15-15 ADDRESS Z5(00 IC.e► y Ake/Q., OWNER TELEPHONE NO. CONTRACTOR �,, Noo L • DESCRIPTION Maki,IAS NN - 4 I7 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Cr 0 FRAMING 0 MECHANICAL FINAL 0 PROGRESS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ▪ ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL 0 DEMO-SITE 0 SEPTIC INSTALL 0 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU: YES NO cc4• COMMENTS: a: •Q. r.G9 (prtiEet 6111CC CC O CC W CC CI W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Cj BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. CWS White Copyllnspector's File Canary Copy/Site Notice