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2014-00771 - detached single family
CITY OF ORONO * z 0 1 4 - 0 0 7 7 1 * 2750 KELLEY PARKWAY DATE ISSUED: 09/22/2014 ORONO, MN 55356- � (952 249-4600 FAX: 952) 249-4616 ADDRESS : 195 KINTYRE LA PIN : 32-118-23-43-0015 LEGAL DESC : KINTYRE TWO : LOT 1 BLOCK 1 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY � ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 600,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE,LAWN IRRIGATION, WELL(STATE), ELECTRICAL(STATE) NOTE: PRIOR TO THE START OF FRAMING AN AS-BUILT FOiJI�D�I�ION 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�CATE 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 SURVEY)A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO)MAY BE NECESSARY. A TCO REQUIRES A$10,000 ESCROW. INITIAL: __�� � NOTE: PRIOR TO RELEASE OF ESCROW MONEY,AN AS-BUILT SURVEY MUST SUBMITTED&APPROVED. INITIAL: Ei � NOTE: APPLICANT ACKNOWLEDGES E_ I, NG�IVEERS CONCERN ON ATTACHED EMAIL AND WILL MAKE NECESSARY CORRECTIONS WITH THE FINAL GRADE.INITIAL: s�. APPLICANT PERMIT FEE SCHEDULE 3,956.75 GONYEA HOMES PLAN REVIEW 162.50 6102 OLSON MEMORIAL HIGHWAY STATE SURCHARGE(VALUATION) 300.00 GOLDEN VALLEY,MN 55427- TOTAL 4,419.25 (612)741-9069 Payment(s) Minnesota State License#: BUIL-2459 CHECK 14266 4,419.25 OWNER Gonyea Homes 6120 GOLDEN VALLEY ROAD GOLDEN VALLEY,MN 55427- AGREEMENT AND SWORN STATEMENT The work for which this permi[is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are reyuested in conformance with the State Building Code.This permit may be `�� revoked at any time for due cause. � �a �� �— �� � � , Appli t rmitee Signature Date Issued By Signature Date C��(e� ��x.1.�ll�Z� w��� ,�- �P�,.��..., City of Orono � ` � Building Permit Application �/l �1/g, � - for New Structures or Additions � Mailing Address: Permit number: 070/y-GG 7 / .�Q A TO PO Box 66 `w Crystal Bay, MN 55323-0066 Date received: 7-07� -/ � StreetAddress:' Received by: �'"N � 2750 Kelley Parkway j�:��G�J. 3 y �` Plan review fee: � �' c,` Orono, MN 55356 `qKESH��� Main: 952-259-4600 �G�y -GG�'J(i Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: �S � i���i r-c L��t.� Will this be a Parade of Ho es, Remodelers Showcase Home or other Display Home? ❑ Yes [�-Pdo If yes, a special event permit is required with Police Department and City Council approva160 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: UB v�y� �o,N,,c S State License# a�( � Expiration Date: Phone: cell (Q ( -"1 - office Mailing Address: /0:2 B So►� l�� Cit : � '�J ZIP. � Contact Person: ��-�� Applicant is: n racto / Ho eowner (CircleOne) Email and/or Fax: G�}-1,�ar,�� �ar..�a ea hovv�.,�s . �owl PFcGPERTY OWNER INFORMATION: Name: (��r�V-t0. ��e S Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT/ ENGINEER INFORMATION: Name: TO � CoNh e ��y Phone (day): �7�3-`!3�- N.SU`(/ Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal & Water Supply New Construction Single Family with esidence ❑ Addition attached garage ❑ Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial rivate Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial rivate Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ �O�Q B 9�/ Packet Last Updated.� 04/19/2013 Page 22 of 23 STRUCTURE INFOftM�►�`ION: 1.Structure Dimensions . 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= . ��3 Number of bedrooms= � � ood/Frame b.Width (ft.)= �_ Number of garage stalls: ❑ Masonry Areas in sQuare feet Attached= 3 ❑ Metal c. Basement= � Detached= d. 1g�Story = �� City of Orono nd ����' 2750 Kelley Parkway e.2 Story= Orono MN 55356 9�2-249-4600 f. '/Z Story = g.Total Area= Receipt No: 3.011831 Sep 22, 2014 Gonyea Homes REQUIRED SUBMITTALS: All of the information must be submitted in order for your applic �revious Balance: .00 Not Perrri ts Enclos A licable 2014-00771 195 Kintyre La 3,956.75 ❑ Permit A lication 101-32510 ❑ Pro osed Buildin Plans Building Permits ❑ MN State Ener Code Calculation: Permi ts ❑ Surve meetin all re uirements 2014-�00771 195 Kintyre La 300.00 ❑ Stormwater Pollution Prevention PI� 101-20802 ❑ HardcoverCalculation s Due to govts-State ❑ ❑ Se tic S stem Site Evaluation Re c Permi ts 0 ❑ Access Permit 2014-00771 195 Kintyre La 162.50 ❑ ❑ Wetland Buffer Im rovement Plan 101-34410 ❑ ❑ En ineered Plans for Retainin Wa Plan Check/Site Exam Fees ❑ ❑ Minnehaha Creek Watershed Distri ________________ ❑ Plan Review Fee Total: 4,419.25 ❑ ❑ Other: --------------- __---------- Check APPLICANT/OWNER ACKNOWLEDGEMENT: Check No: 14266 4,419.25 Payor: • Agrees to provide all information required or requested by the Builo Gonyea Homes Agrees to pay the City of Orono for engineering consultant revi� Total Appl ied: 4,419.25 � --------------- • Certifies that the information supplied is true and correct to the best�hange Tendered: .00 it they are solely responsible for submitting a complete application being aw -___=_=_�e===== native but to reject it until it is complete; 09/22/2U14 C9:02AM • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provid� either private or confidential. Private data is information which generally canno� �ubject of the data. Confidential data is information which generally cannot be gir a. Our purpose and intended use of this information is to annually update our n encies required by law. If you refuse to supply the information,the application may • Agrees that in the event that weather or other conditions prevent ths cv���N�a��.,.� ..� �... ..a .....�........�y at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issuad upon rocefpt of a 510,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: -- - Date: ���-f�y Owner's Signature: Date: ����-1)y Packet Last Updated: 04/19/°2013 Page 23 of 23 ���� �F���� ��������� ��� ���b ���������� � ���������� AddresslPermdt[�urrtber.�� '� � De�c�iptior�of work: .E , 1 Septic r$view by: D�te Approvec�: I�� �! Zoning review by: i' .,__ Da.te APprodecl: Q•��D• f�" Building review by: , Date Approvecl: q ,-, �'',� - t�f GradEng review by; Date Approved: a'�� '��- Zoningbistrict: Zoning File#: Reso#: Reso Date: Zoning: Lot p►rea; SF/AC Vl�icfth: Lot Caverage: S:F % Sunrey Submitteci: �'�fes � Na Dafe of Survey: (,4 �� ���'` Revised datef?):'' Pro osed Setbacks: - Front� Re�r( eet) ' �� � ���e � ) ( H �e w` 1 Other BWNclings ; Wetiand � �_ ,���� ������, �; �'� � , .'�; � 'L, , Defined H�ight: ��� Peak Height; Ff E:Rt��'�+� FfE minus 6 feet=Z��`' � �.��a.�� (E�isting Contou� : [` "r � Perimeter(iinear feet)= r' c�r'` �.SD°�= ''� �� ;:i: : #of Storie��Ok?�S � �OR A BUILDING VYITH A BASEMENT OR CftA�1VL SPACE; � r:. ,.... ,,� The distance beiween the lowest ; FOR A BUILDING ON A SLAB FQUNtDAT10N; "$TART WITH proposed floor'(tlf the b8semeM br crawl j -��.' � � space}and the�°highest point of the[oof. START WITt1 The distanCe '' n the top ot sl�b 8ntl : the highest poiFlt roof. If you have a...' GABLE OR HIPPED ROOF(no N you h8ve a.:. � • GABLE pR HIPPED ROOF(n0 ` "`=� wmdoxu6)!:,SubVact;haif the windows}:-S btrecf half ihe slistanc distance k�i�veen tt�e highest poiM betvveen the.i�ighest point of tMe roc of the roo�to the low pofnt oi the ^-� SUBTRAGTION co►responsling gabie or hipped roof to.the lowpoi of tl�e cqrrespondin� } (BASED ON ROOF ��B�CTION . gabte or hipp rooR ' •:f,.ti= • GABLE CtR HIPPED ROOF(with (BASED ON . . G448CE OR IPPED ROOF(livith ,. TYpE) wdndowsX`;.SubUact hali the FtOOP 7YPE) windc�ws}:.S �fract 681f�S�tlis�nt � � ����distanc�b�tween�the top of the � between fhe �of4Fie hiphe8t,`� : highest wfitdow and the highest " windcinr artd e hiphe,st poirN"of the point of the roof ' ro0f " . • ALL OThI,�`tR ROOF"tYPES i�let, ` ' • AL:L flTHEFt�t�OF Tl(PES(flat, mansarcl;`etc):No subtracdon. ` mans�rd e.ti¢�'No su dion, ; ADDRION, Add the distar�e en the top of slab � . Su�B���� nce between the (BP,S�ti ON and th�highgat e` ing grada�cljace[1t t� SUBTRAGTION $paoe floor and the bC15TiNG the fonnd8#fon. � ����& ' � �, (BAS�D ON�ClBTING . 'r • GRADES� h�9hest ewaUng qFatle adjacent to the ���g � � � four►dation OR 1�?feet(whichever is iess). t EQU�ILS pe#inud buiWing h�igF�t �''" EQUALS ned building heigM '� y� � ( � Shor�land D��triet ;AACWL�.Perenit Received Avera e takeshore Setba�ck Met? � � �luff Yes � No Q N/.A ' : � Y s o : G Yes �o � Yes � No ;�,�#�A �: �erm�t Number. : Setba�k: _.. : } , _ ° � '. Stormwater Quality �isting F�roposed ���iance Requireci CUP Requi�'d Qverla Distcict Tier ; Eiardcovet Flardco�rer <�. � � ��.,..-�-e.....�,.. .. 0 Yes Q�No � Yes'` � o _..- -- -,--..._�.n.� --�"'�"- TYPe(S). , , Type(s): Updated€ January 2013 ; v:�formslplan review chedcl�t 2013.doac _ REMiARKS(in-house): Fe�s ta b�Chsr ec� YE.S NO : ��3� ' . Pian Revtew ✓ St�t,e�S�tt�l'tar�e . '�'s"'� ` � investigation Fee '�AC-N�sbet t�$�i`C t�t�ibe ' � , ` . ,'' Other(speci�Y) S uare Foota � � r S uare Foo� e Basement X . _ :$ 1"Floor ' X , - � 2"tl Floor X - $ Garage X - � Estimated Construction Value: S d����OOt�� Orono inspection�Required 11'Vork Requiring Separate Permits Required'Sta#e Perinii� G Site Ja'Plumbing G Grading/Filiing' �Well G HardcoverRemoval �Mechanical G Fire �Eiectrical ,O�Footing �''Septic t7 Water Connection : p''Poured Wall p'Fireplace G Sewer Connection ,0'foundgtion Survey � Masonry �Lawn irrigation �Radon'Rock Bed p�Mfg. .O�Fr�ming , G Other(specify) �InsuJation ,0'�As-Buflt Survey �Fina! � Wetland Buffer t� Other(specity) REMARKS(in-ho�se): Other Review: Re�iewed byc Date Approved: _ Aeeessc Existing: t1 YES � NO Naw:'i] YES � NO OFPIClAL REMARKS-TO B NOTED ON PERMIT AND IMlTIALLED ; , '. .. r .+ � . . . • �` . . ��"+�--�E�,`T .� . . r��, 4�_��t:�►� CS��� �� � �� [�1.pERj. . U ated: Janua 2013 � pd �Y v:\formslplan review checklist 2013.docx 1 1 1 I �YARRANTY DEED Form Ro.9-hi {1�Itnncsotn Unlform . Corpornlion,Pni•tnershtp or.l�lmited LloDflity • Conseyancing 131unlcs(511719� • Company lo Corpora4ion,Pnrtnership or Limlled T,iabiilty Compeny ('�'op�Tnches Resen�ed fw Raerding Data) i UEED TAX DUE:S � Date: 07131120'[4 FOR VALUABL&CONSIDLEtATION, Ansirade�.and Gomnanv A cornorafion under tha lews of htlnnesotn • Gre�tor,hereby convoys and warrants to Qonvea liomes Ine. ,C}rantce,a cornoratEon under tha laws of �Ilnnesoln , real property tn Hennep!!t County,Minncsota,doscribcd as folFows: � f.ot l,Block I,Kintyra'I�vo;and a onasixih(I/6)interest fa Outlot C,Kintyre 7�vo,Henntpin CoUnty,Minnesota. i Abstract Property. ' . � logether�vitl�all hereditamenta an3 appurtenances btlonging thereto,subject fo the following excepNons: ` Covenants Conditions Restrtctions and Easaments of record`it anv � Check box if opplirable; • � Tha Seller certifies that tlie 5eller does not know of any w•rlls on the described real property. ❑ A well disclosure cartiCicate accompanies this docittncnt. � ❑1 em familiar with the propsrty describcd in this instrument and 1 certify chat the status and numbu of�ti�elis on the described real proper4y hava not chunged since the last previously filed�vell disclosu�e artificate. r de Lan<!Co a • Afftx Deed Ta.r Slaznp Hue By eftr ett u ts C . S'I'ATE OF nQN�2ES0�'A �ss ay COUNTY OF HENPIF.Pii`I __ ' This instrument was acknowledged before me /1 x 1�! / r s + by JeifreY NkartllleaU �da � U�c CLO and + of Andrade Land Comnenv H earnorntiou under the laws of A4innesota , on bchalf of tho e i�a lon . NOTARIAI.STAMP UR SEAL(OR 07HER TRIE OR RAT1K) � I r nnn�D.4�^�^^^^�,�vl.�MnnMN�^�'�° � "::��'` ,1oHN W.'M��SS St� RYP ROTHEAOFRtC1Al. ! i}. � y 'fxc� �iotnRv ruaucs:,i4r�Esorn �:�`}�y ldyGmmisfonE�(�'e�lati�1�2015 I � dw.wM��^^�`N``�"�'`^��� Check he�o if ill er paA of tho tead is Registered(iarens) ❑ TH1S MSTRUMENT WAS ORAF'TED DY jNN:9E&ADDR2SS): Tax statamenLt fa the reaf property dtsaibed in Ihis Instrument:hould � be tent to(Include n.vne and addrest otOrenhe): Custom Home Buildcrs Title,LLC 10850 Old Caunty Road 15 Cionyea Nomes,Inc. ; Plymouth,MN 55441 (763)489•3240 61Q2 Olson Memorial Hlgh�vay - ���� yB.28�3� Qolden Vallay,A4N 55422 � .., ._., ;........._ ,.—.--.,.---� ., ..__.. .-•- -------. . . .... . . _ ..;..-..:...: ,. :, : .:: �. • .,. \VAR.ltAAITY DEEb Form No.3-DI Alinnesola Uniform [ndh�ldual(s)to CorpornHa�,Pertnership Convcyancing Blunks(6l17l9T) j or Lirttited Lfabllify CompOn}' (7oy 3 Inolies Rexned forRecording Unla) _ � DEBD TA7C DUE:$ � Da►e: E �OR VALUABLB CONSIDF.RA1'TON, James D.Macklnnon and pamela A.MacKinnon,husband and wtfe ! ' ,arantor, � hereby conveys and wnrrants to Andrade Land CompanV ' ,Grantee, a cornoration under iha laws of ��inQaola , real property in Nentlep r Couniy,M{nnesota,descrSbed as follows: � i.ot 1,81ock 1,KinSyre 1\vo;nnd a one-slxth(1J6}interesl in 0utlot C,Kintyre 1�vo,lien�epi�County,Minnesote. � Abstract Proprrty. ' together wiUi all htreditaments and eppurtenances belonging thereto,svbject to the following exceptions: � Covenanta Conditlons Restrictions and Easements of record if anv - Check Uox it�pplicabie: . � The Seliet certifies that the Seller dots not know of any�vells on tha deacribed real property. ❑ A well disclosure certificate accompanies this documcnt. , ❑I Euu famitinr�vith tl�a property described in this instrument pnd T certity that tt�status nnd number of wells o n t he de scribed real pro p e t t y hava not chan ged since tho lest previousl y filed vel[di�fo� te. � �t� cz, )amu .�SecKtnn . � v/� Affix Deed Tsix Stamp Here Pamele A.h4acKlrvnon ! � . � S'1'A7'E OF 111[NMESOTA � COUNTY OR HEN1dL�1'IN �ss � . � This instrument wa9 acknowledged befoTe me � �/r !/V/ ! ' ✓ I fwu by Ja s D.Mac Innon and Pa e a A Kinizon husba and i NOTAR4IL STAMP OR SEAL(OR OTF1E R TTf LS OR RAMQ � ■ anNw�nMnnnn�■ % '"�`'� JOHN W.TWISS U 0 hOTA Y P 1 R OFFICIAL ���r r«ti� ���r:`.�:'<a' NOaatis�OE�{,4es�b.t71S,2015 "'^'`'`�'""v^^^^"^^'v'�^�'^�'•�`���^'"N Gheck hue If all or put of the land b Resklued(7'arrens) ❑ • THLS 4"lSTRU\1SNT WAS UWFI fiD EY(NAh4H&ADDRI3SS); �px slakmrnts for Ih4 real property desctibed in diia inslrument shoutd be sent ro(tndude na�ne end nddrcss of Grantea): - Custom Home Bu3lders'Rtie,LLC Andradc Land Company 10850 Old County Road l S Plymoulh,R4N 55441 (763)469-3240 • 201 Bast Lake Street File HB-28337 �Vayzata,MN 55391 , . . �...;..-:."��y.."..l'.'.'.lt:'.'-'.:...��...-r--�_._���.....-.......:'.::'"""':.�.'-lsy�,Y�:�r:�_'�... . ... ..-..�T.T�-t ..-...� ...,r_�.��......_�. �, . . i � , � 11'ARRANTY AEE[l Forn�no.3-bt illinnesota Uidform � lndlviduol(s)to Corporafion,Partnership Con�oynncing Blanks(6!!7/97) orl.lmitedLin631ilyCompany (Top3lnchetReserNedfotRecadingDetn} DTED TAX DUE:$ Date: FOR VALUABLE CONSIDBRATION, Leonard D.MacKianon.a singte person � ,(3rantor, . hereby conveys and warronfs to Andrade Land Companv • ,dranteq • y� cornoration undcr tha laws of hiinnes ta , real property in Hennepin County,l�4innesota,described as foltows: Lot 1,Btock 4,Kintyra TWo;and a one-siati�(1/6)interest in Outlot C,Kintyre7Wo,Hennepin County,Minnesota. Abstract Property. together with all hereditaments and appurtenances belonging thereta,subjxt to the following e�ceptions: Covenants Condlflons Rastrictlons and Easemettts of record !f anv ' •Clieck box iP a�plicablc: • _ � The Seqer certifies that tfia Seller does not kno�v of any we1{s on Iha described real property. ❑ A well disclosnre certificate accompanies lhis docnmont . ❑I sm familiar with tha property d�scrlbed in ihis instrument and I certlfy that the status and numba of wells on the described real properiy have nol cha�iged since tlie tast previously fl � I dise su ce�tifc te. '• � � ���� i on�rJ D.Mac m on t i Affix Deed Tax Stemp Here � � STATE OF MINIVES�IA COUNTY O�' HL7NNEPI�I �sr ' � ! This instrument�vas ackriowledged befora me 7— Z�' � � ' (Daca) by Leonard D MacKlnnon a sinnie nerson tJOTAR�AL S CAMV OR SBAL(OR OTHER TITLB OR RAI.'K) DTANNA)UElICH 7UR80FNOTARYPUH OT iAt IfOTARY PUBUC•R,�Ni�E60iA • MY COh�1,419StON EXFlREB 4tl31l2016 Chak here lf atl a put of the 4and i�Registered(Twrcns) ❑ THIS P15TRU�SHM'WAS DRAFfED BY(NM16&ADDRFSS): 7ax Sutemrnts for ihe rw1 property dacrib.d in 1.1Is Inswmenl should . be sent lo(include name and Rddress of orantee); Custom Iiome Builders Titic,LLC � 10850 Old County[toad IS Andrade E.and Company Plymoulh,MN 55441 (763�189•3240 2Q1 East Lake Street File HB-28337 Wayznte,MN 55391 � ' 1 � _ . ..__- -------.. . .... . i - .------_.----...^.--.-- - ----------- --. . -,� .., .. . . . . -�- . , . ,.., . i ' �: , ;f d � I � r� i WARRMTY DF.ED Porm Na.Y61 Mianaols UnNorm I Tndtsidwl(s)to Corpontloe,PartnersLip ControyaodeE Blanlq(6/17l47) orUmitedlhbQitTCampoay (�IL�pP11CRaIYRLi'MbtjD� D9ED TAX DUE�S Dv-b: . FOR VALUABIB C'O\SID6RA1'lOY, Coihertne A.MuiOnnon.a alnalo ocnon _,o��aor, huetry wnv�s�wurmU to Andrada Lend Comoanv , � .��. i a torooraHon �dathelax�of Mlaaesol� , . �s�lpropaty ia _Ha�nenln _ Cou�ty,Sfm�eaotti desalF.ei n folko�n: Lat l.Bfock 1.Ktzlyro'tbo:aid�oaasLctl+(U�latuat tn O�tlot C Kintyrs iwe,Amnepfn Cuurtry,�f�a�o� Abmad Properry. . tcgr.tta N9S a9 Tacd�mcn4 and�atma-rca klongMg Ihaeto,vibJect to ttk follminq exapdeiu: � - cov.n.n�.condtnens_aegtrletlon�and Eaaemants otrocort.Itanv CLed:box if��e,hk: ' �T5a Sdic arUfra Nut the SeUe 6oet eM lraa of my a�dls on tFA daafbad red peoparty, A Hdl dlsclosue catifice:e uwdpsnla rLt�d.�ar,ntat ❑i xm frm�iar srhh da pi,srty desaibed in�h4 iasW�sent z,3 f catQy thu t2e e�,tus sad e�mbu efwzlls A�MC d:�crbed ml ptoperiy httia nM chr�g�i slnn.lF�lul pm�8�oll Sis�oiure wqllllcatn � � ; . a a�.t �. �� e�. k v—, a6vMeA :6.r,�Fl �_ , . • A}Hx Deed 71x SUmp Hae . • S1'ATE 0 �t'O�`f�l GZ ) ' . COIT[�'TY OF }n , I ) 71�is fasmrnml�rrd sdmox4a9god 6etore rre y�S�����`i •' � x) (ry r�:1.s.ina A u...lnw.. a�I10��befB0/1 I :I NO • DAWN A',EAST ' �s ��rMY PU&tC•CRLtFOF7.lA IatUIVdB U7APiPu9ucdto178xOFFv1�L tt{ - (1 7 , � � CONMISSIOA A 1037b78 { a SANTqCLARqCWNTY ] ' -�� tAyComm.ERp.b'.eya1.2015 J 7�^r••-•r� CDeciln<If�➢apWdt'ate:.dbRe{�Secd(f�uer�J ❑ �pcyTun�w�s a.wran uv�o�.wussp � T�m�;�mt a���vev�m�a.c.t�w�:e !a rtot b(k��aE�eiw m1 adrts d d.ntr�k . C1ulo.zi Home Butlde�s 7itlq LLC . i f 0850 Old Cur�qr Rwd LS '+0�0�d�`"�°y � riymon�,�sN ss�t (763uS9-3240 ppl East Lke Street Fite FID-2l137 {Yaynt�hfl:55391 . .. ....... ...... ._—.._. ...: ... ... .._ .---�----. - . _—...-- - -----....-••---• ------ -- > > ��— Christine Mattson Frorr�: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, September 16, 2014 3:59 PM �To: Christine Mattson Subject: 195 Kintyre Lane Christine, As discussed,the Contractor must take care when grading around the southwest corner of the proposed building to ensure runoff is directed east along the property line to the street and not onto the adjacent property. The contours on the proposed Certificate of Survey are slightly vague in this area, but drainage arrows correctly depict the route runoff should be directed. Therefore, I don't believe a revised survey is necessary at this time, but the City should verify that the swale is constructed properly during the Asbuilt survey. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane, Suite 200 Chaska, MN 55318 P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.svmanteccloud.com i Melanie Curtis Fronq: Robert Bean [bobbe@bolton-menk.com] Sent: Tuesday, August 26, 2014 2:17 PM To: Melanie Curtis Cc: Andrew Mack; Christine Mattson; David P. Martini; Brian Simmons Subject: 2014-00904 -3510 Bayside Road Melanie, I have completed review of the Zoning Permit application package for the proposed improvements at 3510 Bayside Road. Following are my comments for your consideration: 1. The siltfence should be installed and inspected by the City prior to any work. The contractor must provide minimum 24 hour notice prior to inspection. 2. The applicant will be required to obtain Minnehaha Creek Watershed District (MCWD) approval and permitting for their Erosion Control Rule. A copy of any approved permits should be submitted prior to any land altering activities. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Water Resources Engineer Bolton & Menk, Inc. Consulting Engineers&Surveyors 2638 Shadow Lane,Suite 200 Chaska, MN 55318 P:(952)448-8838,ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com www.bolton-menk.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com i • � BOI—TON 8� M �N K , 1 NC� � . Consulting Engineers & Surveyors �� 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172 ' Phone(952)448-8838•Fax(952)448-8805 www.bolton-menk.com August 7, 2014 City of Orono Attn: Christine Mattson 2750 Kelley Parkway Orono, MN 55356 RE: Building Permit Application 2014-00771 195 Kintyre Lane Engineering Review#1 Dear Christine, As requested, we have completed an engineering review of the documents submitted for the above referenced project. Our current review is based on the following submittal items: • Certificate of Survey prepared by Sathre-Bergquist, dated 3/12/14 • Building Plans prepared by Gonyea Homes, dated 7/17/14 • Development Grading Plans prepared by Gronberg& Associates, dated 6/23/10 We offer the following observations, comments, and recommendations for your consideration: 1. The existing contours should be revised to reflect the proposed grading depicted on the Development Grading Plans. 2. Additional grading detail should be provided. Proposed contours and sufficient spot elevations should be indicated on the plan in order to ensure runoff is not directed into the building, especially on the northwest corner, or onto adjacent property. Swales around the house should be a minimum 0.5' below the grade at the house. 3. A retaining wall 4' in height is proposed. Any walls 4' or greater in height must be designed by a licensed Professional Engineer, and plans submitted to the City for review and approval. 4. The silt fence should be installed and inspected by the City prior to any land disturbing activities. The Contractor must provide a minimum 24 hour notice prior to inspection. 5. A financial security of$2,500 from the Applicant is recommended for erosion control and engineering oversight. The financial security is intended to provide protection in the event that it becomes necessary for the City to install ar maintain erosion and sediment control within the project area and covers the cost of vegetation re-establishment if the applicant is unable to follow through with the conditions of approval. 6. The applicant will be required to obtain Minnehaha Creek Watershed District(MCWD) approval and permitting for their Erosion Control Rule. A copy of any approvals or permits required should be submitted prior to any work. DESIGNING FOR A BETTER TOMORROW Bolton&Menk is an equal opportunity employer . • Building Pernut Application . 195 Kintyre Lane • Page 2 � Please let me know if you have any questions or need additional information. Sincerely, BOLTON & MENK, INC. �Q�G( `��� Robert E. Bean, Jr., P.E. Water Resources Engineer ' MEMORANDUM � Date: July 31, 2014 To: Bob Bean, City Engineer From: Christine Mattson, Planning Assistant c Melanie Curtis, Planning & Zoning Coordinator Dave Martini, City Engineer RE: Building Permit Number 2014-00771 195 Kintyre Lane Attached are building plans and survey for a new single family home at 195 Kintyre Lane. Please review the attached information and provide comments by Thursday, August 7, 2014. Please contact me at cmattson@ci.orono.mn.us or at 952-249-4620 or Melanie Curtis at mcurtis@ci.orono.mn.us or at 952-249-4627 if you need additional information or if you have any questions. Thank you T k_ ��� O � ��� � �Voigt & Associates, Inc. � STR UCTURAL ENGINEERING SER VICES 4635 NICOLS RD. SUiTE 204 EAGAN,MN 55122 � PH.(651)686-7727 FAX.(65 I)686-8444 Jon Connolly July 10,2014 Gonyea Homes 6102 Olson Memorial Highway Golden Valley, MN 55422 763-432-4507 i on @�onyeahomes.com RE:Eric and Chervl Miller Residence. 195 Kintvre Lane,Orono,MN Dear Mr.Connelly: Per your request,I examined the main level garage(right)elevation of the address above for compliance with the Minnesota State Building Codc(2006 IRC)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB (method 3)permitting the use of R602.10.5 Continuous wood structural panel sheathing. Please note IRC Figure R602.10.5 Typical Exterior Corner Nailing....Stud to Stud Nailing required for the continuous method. The continuous method permits effective wall lengths as short as 30"for a 10' ceiling adjacent to a window opening. . The attached sheet, BP-1, indicates the location of braced wall segments for the garage elevation of the main level of this house and the location of portal frames. See details S I. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. There is a�otable requirement in IRC Table R602.3(1),Fastening Schedule for Structural Members for braced wall lines. It notes that the connection at the Sole plate to joist or joist blocking at bracecl wall panels be 3- 16d nails every 16"oc. Per your request,I examined the stairwell wall on the plan you sent to me for the home at the above address. See Detail T I. Additionally,per your request,I examined the tall wall at the stairwell on the plan you sent to me for the home at the above address. See Detail TL Frame the tall exterior stud walls of the Sport Court with(2)2X6#2 SPF studs spaced 16"OC. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specitically addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee.Should informaCion or conditions become known which differ from the discussion herein,they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, P�.�. � � . � I Hereby Certify That This Plan,Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 7/10/l4 License Number 20705 IQ��ih r� �r`�- zo�� �� � r � ROOF TRUSSES �ABOVE (� �I HAS NOT BE NALL DESIGNED TO ACCOMODATE GIRDER TRUSS BEARING 0 o`� �w � E = p �`t1 � N 2 v t� E— a • ¢ � �.o c W � � O a � N y � O� � O G9 � O O� Sa o p v° � � on �_ � �• 3 �p� � � J � � � O�� C � Q t � O d � � rG.0 C O l� � �W � C t a v � V N O C� � Q ^ Q3�p p y N II �t Ow � C � m J L O 7 � � � 1� O 3 _ � wd Vl N O O H � HEADER - SEE = PLAN (3) 2X6 KING STUDS (1) 2x6 TRII�MER OUGH OPENING = 2X6 STUDS O 16" OC (2) 2x6 SILLS � � SIMPSON A35 = FRAMING ANGLES � AS SHOWN w INFILL STUDS � SHOWN TO DEPICT DESIGN CONCEPT ONLY. NUMBER MAY � � VARY. � TALL WALL AT STAIRWELL NO SCALE �Voigt & Associates, Inc. MILLER RESIDENCE/GONYEA T♦ � STRUCTURAL ENGINEERING SERVICES � � 4635 NICOLS RD. SUITE 204 195 KINTYRE LANE,ORONO,MN f OF f � EAGAN,MN 55122 PROJ.#: 2014.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE:7I1 O/20i4 iRIISSES AB04E NOT 9fOMN FOR CIARITY DOUBLE TOP PUIE TYPICAI WALL FRAMNC (NUPPIE SNOS)AND �HEA7HING ABOOE HEAOER. FAS7EN S11EAlFNNG TO �w�ni ea cw��+on NAILS IN 3'GPoD PAT7QtN 2 PLY-1 3/�'X 11 7/8'MIMNUN NEADQt -SEE R.AN AS SHOMN AND 3'O.C.IN ALL FRAMINC(SNOS AND �� 9LL5)(TYPJ FAS7EN PLAIE TO HEAOER MflN IYKI ROWS OF 16D 1000 lB.HEADQt-TO-JApC-S71R1 arac�rw�s e a•ac, srn�w an eonr aoEs oF avErnnc Tra (rn.) (msru.�an e�acaoe 9MPSON LSTA24,LSTA30.LSTA36 dR MN. (2)7RNMERS �t EGUIVAIENT) �(2)MNG S7U � MN. (2)Y%8'(7YP.)-VERIFY � i 4 � W/WALL iFppWE55 24'MIN. 9�-0' +/- (FlNISHEO WIDTH - VERIFY) 24'MIN. eo �_ �i � o� r FULL HEIGHT S7VD ON QID. � b� ' _ ^� SHALL HVE PANEL EDf,ES � � BLOpfEO AND OCGNi MIIHIN � 24'OF NIDp.E OF WALL FRAMNG IS 7HE � HEICHT NN�200 LB SiRAP TYPE 71E-OONN SAME AS O7HER 7/18'MIN.7HICKNESS W000 (E118EDDm INTO COPIGiEIE AND �E 5`IRUCiIMiAL PAN0.9iEA7HING NAILm RITO FRAWNG,INSTALLED PER YANUFACNERED,9MPSON MIN 2'X2'XJ/8"PUIE WASHER S70F11�OR EQUVMENT IS RECOANQIEOED) FAS7EN ALL PlAiES TO SHEA7HING W/8d NAILS O J"O.G 7W0 5/8'qA ANCHOR BOLTS W/ 7'MIN QIBFDNQIT AT 1/J POM1S C.I.P.FqMDATION WALL � OlIT510E ELEVATON I hereby ce►iify that thia plan, apecification or ELEVATION AT 9�-0° GARAGE DOOR report was prepareA by me or under my direct � no sc� supervision ond that I am a duly Iicensed Profeasional Engineer under the lawa of the State of Minnesofa. � v � ignature PAUL W. VOIGT 7/10/2014 20705 Date Re istration Number �Voigt & Associates, Inc. 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P�QC@ �/OUC M1lailin�Address of Ihe Uwellin�or Dwellin�Onit logo here 195 Kint re Ln Orono M1ame of Residential ConVaclor ,�I\License M1umber Gon ea Homes 2459 (bmmunilv Plan ID W�ilson Resid THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fa�i) _ J v � � Active(With fan and rrronometer or T �j F' � >, other systeni monrtoring device) m o — � � o � = � c o a U a' s' � — E � � J � � � CS � . `. "fi � L L�. .j > � V� U .r.� y � z G X. Insulation Lowfion C � � � � �' C = _ _ �a — a� „ _ � c, � � o = r� r � = _n � F- - Z - � � � Other Please Describe Here Below Entire Slab X Foundation��'all fZ-5 X exterior Perimeter of Slab on Grade X Rim Joist(Foundation) R-1 0 X �ntenor Rim Joist(1'�Floor+) R-10 X Interior «'all R-19 X Ccilin�,Flat R-44 X Ccilin�,vaulted R-30 X [3av�Vindows or cantilevered areas R-30 X [3onus room o�cr gara�e R-38 X Describe other insulated areas � Windows 8 Doors Heating or Cooling Ducfs Outside Condifioned Spaces Averaee U-Factor(escle�des s/ri lights aird one door•)U: 27--31 Not applicable.all ducts located in conditioned space Solar Heat Gain Coefticient(SHGC): 25-29 R8 R-�alue MECHANICAL SYSTEMS Make-up Air Select a Tvpe Applianees Heating System Domestic Water Heater Cooline Svstem x Not required per mech.code Fuel Tvpe NAT GAS ELECTRIC R-410A Passi�e �Ianufacturer BRYANT Rheem BRYANT Powered Interlocked with exhaust device. Model 912SB48080S17 x2 82V80-2 1 13ANA036 x2 Describe: Input in $QQQQ k? Capacity in gQ U<«P<«1° J t011 X? OtheC,C10SC[1b2: Rating or Size I3TL�S: Gallons�. Cons: Heat Loss: I 17,015 Hea� 39,437 Location of duct or system: Structurc's Calculated Gain: AFUEor 9? SEER: �3 IISPF°o Calculmed -16314 Efficicncv cooline load: Ctin's "round duct OR Mechanical Ventilation System "metal duct Describe an}�additionul or combined hcuting or coolin�systems if installed�(e.g.rivo fumaces or air CombusTion Air Se[ect n Type source heat pump�cith eas back-up fumace)�vluster to get lo-sone 80 cfm Broan fan for intennittent X Not required per mech.code Select Type Passive X Heat Reco��er Ventilator(IIRV) Capacih�in cYms: Low: Hieh: 160 Other,describe: Ener¢v Reco��er Ventilaror(ERV)Capacity in cfms: Low: Hiah: Location of duct or system�. Continuous eshaustine fan(s)rated capacity in cfms: fUft18C@ fO011'1 Location of fan(s).describe: Cfin's Capaciri�continuous��entilation rate in efms: 1 1 1 "round duct OR Total��entilation(intermittent+continuous)rate in chns: 222 "metal duct 195 Kintyre Ln Orono HVAC Load Calculations for Gonyea Homes Golden Valley, MN Prepared By: Todd Boyum Sabre Plumbing& Heating 15535 Medina Rd Plymouth, MN 55447 763-473-2267 Monday, June 30, 2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbinq&Heatinq � 195 Kintyre Ln Orono Plymouth MN 55447 Page 2 Project Report General Pro'ect Information Project Title: 195 Kintyre Ln Orono Designed By: Todd Boyum Project Date: 6/30/14 Client Name: Gonyea Homes Client City: Golden Valley, MN Company Name: Sabre Plumbing& Heating Company Representative: Todd Boyum Company Address: 15535 Medina Rd Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Desi n Data Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees � Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a n/a 70 n/a Summer: 90 73 45% 50% 72 38 Check Fi ures Total Building Supply CFM: 1,797 CFM Per Square ft.: 0272 Square ft. of Room Area: 6,605 Square ft. Per Ton: 1,711 Volume (ft') of Cond. Space: 68,510 Buildin Loads Total Heating Required Inciuding Ventilation Air: 117,015 Btuh 117.015 MBH Total Sensible Gain: 39,437 Btuh 85 % Total Latent Gain: 6,877 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,314 Btuh 3.86 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Gonyea 195 Kintrye Ln Orono SIMPSON.rh9 Monday, June 30, 2014, 10:56 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbinq&Heatinq 195 Kintyre Ln Orono PI mouth MN 55447 ___._. __ _ Page 3 ----- --__- - Load Preview Report ' Net ft' Sen Lat Net Sen Hts CIS Act Duct Scope Ton /Ton' Area Gain, Gain Gain I Loss g 9 Size CFM CFM CFM _ _--- _ _.. _- ---- --- __._ __. m - Building 3.86 1,711 6,605 39,437 6,877 46,314 117,015 1,498 1,797 1,797 System 1 3 86 1,711 6,605 39,437 6,877 46,314 117,015 1,498 1,797 1,797 18x18 Ventilation 1,076 3,547 4,623 5,080 Duct Latent 1,447 1,447 Zone 1 -Clg. 17%,Htg.30% 1,748 7,850 0 7,850 33.892 454 368 368 9x9 1-Basement 1,748 7,850 0 7,850 33,892 454 368 368 4--6 Zone 2-Clg 43%,Htg_25°/ 1,748 19,998 1,883 21,881 27,932 374 937 937 12x14 2-Main floor 1,748 19,998 1,883 21,881 27,932 374 937 937 9--6 Zone 3-Clg 7°/,Htg 17°/ 814 3,219 0 3.219 18.476 247 151 151 5x5 3-Sport Court 814 3,219 0 3,219 18,476 247 151 151 2--5 ZOne 4 Clg 33% Htg.28% 2 295 15.177 0 15,177 31,635 423 711 711 tOx14 4-2nd floor 2,295 15,177 0 15,177 31,635 423 711 711 7--6 Sum of room airflows may be greater than system airflow because system has multiple zones. C:\...\Gonyea 195 Kintrye Ln Orono SIMPSON.rh9 Monday, June 30, 2014, 10:56 AM r � Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sabre Plumbinq&Heatinq � 195 Kintyre Ln Orono Plymouth MN 55447 Page 4 System 1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain LOW EE: Glazing-Builder Grade Low E Windows& 686.7 18,094 0 18,279 18,279 Sliding Door.33 U value .33 SHGC, u-value 0.31, SHGC 0.29 11J: Door-Metal- Fiberglass Core 61.8 3,151 0 1,075 1,075 EXT R-5-9': Wall-Basement, Custom, Rigid R-5 Styro- 1166 19,823 0 0 0 foam to top of footing- EXTERIOR PERIMETER-9' basement 12E-Obw: Wall-Frame, R-19 insulation in 2 x 6 stud 1214 7,017 0 1,189 1,189 cavity, no board insulation, brick finish,wood studs 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 3587 20,733 0 4,976 4,976 cavity, no board insulation, siding finish,wood studs RJ 10 Spray Foam: Wall-Frame, Custom, Closed Cell 680.7 5,789 0 1,846 1,846 R10 Spray Foam .15B0-5sf-8: Wall-Basement, , R-5 board exterior 832 5,092 0 0 0 insulation to footing, no interior finish, 8'floor depth 16B-44: Roof/Ceiling-Under Attic with Insulation on Attic 3108.6 5,813 0 3,625 3,625 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-44 insulation 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1747.8 2,971 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32'wide 21A-28: Floor-Basement, Concrete slab, any thickness, 2 813.8 1,522 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 28'wide 20P-30: Floor-Over open crawl space or garage, Passive, 186.2 553 0 85 85 R-30 blanket insulation, any cover 20P-38: Floor-Over open crawl space or garage, Passive, 410.7 1,047 0 160 160 R-38 blanket insulation,any cover_ _ Subtotals for structure: 91,605 0 31,235 31,235 People: 6 1,200 1,380 2,580 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 5,258 1,447 1,614 3,062 Infiltration: Winter CFM: 166, Summer CFM: 0 15,072 0 0 0 Ventilation: Winter CFM: 140, Summer CFM: 140 5,080 3,547 1,076 4,623 AED Excursion: 0 0 702 702 System 1 Load Totals: 117,015 6,877 39,437 46,314 Check Fi ures Supply CFM: 1,797 CFM Per Square ft.: 0.272 Square ft. of Room Area: 6,605 Square ft. Per Ton: 1,711 Volume (ft') of Cond. Space: 68,510 S stem Loads Total Heating Required Including Ventilation Air: 117,015 Btuh 117.015 MBH Total Sensible Gain: 39,437 Btuh 85 % Total Latent Gain: 6,877 Btuh 15 % Total Cooling Required Including Ventilation Air: 46,314 Btuh 3.86 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Gonyea 195 Kintrye Ln Orono SIMPSON.rh9 Monday, June 30, 2014, 10:56 AM .��� � �� � �O R T E � �OB SUMMARY REPORT 195 Kintyre Lane.4te 01:Second Fioor 'Member Name Results Current Solution Comments Wdw Hdr Master Sitting Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Dressing Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Mas Bath Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw Hdr Offce Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw Hdr Fam Rm Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 False Wdw Hdr Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Bed#3 Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Bed#2 Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Landing front Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Stairwell left(x3) Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Mas Bed front Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 02:Main Fioor Member Name Results Current Solution Comments i Wdw Hdr Great Rm Passed 2 Pfece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Dinet[e left Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw/Door Hdr Dinette rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Drop Beam Screen Porch left Passed 2 Piece(s)1 3/4"x 9 1/2"2.OE MicrollamOO LVL Drop Beam Screen Porch rear Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO LSL Flush Beam Screen Porch Passed 2 Piece(s)1 3/4"x 11 7/8"2.OE MicrollamOO LVL Wdw Hdr Sport Court rear Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Wdw Hdr Sport Court right Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Garage Door Wall Hdr Passed 2 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrand0 LSL Wdw Hdr Garage front Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Garage front Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Door Hdr Mudroom Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Mud Rm Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr Dining Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Drop Beam Porch right horiz Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Drop Beam Porch right vert Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Drop Beam Porch left vert Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Drop Beam Porch left horiz Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 'Front Door Hdr Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE Timber5trandOO LSL Wdw Hdr Landing front Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Beam Foyer/Great Rm Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE TimberStrandOO �L Beam Butlers Pan[ry Passed 3 Piece(s)1 3/4"x 11 7/8"1.SSE TimberStrandOO LSL SR Arch Hdr Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No.1/No.2 Flush Beam Stairwell Passed 2 Piece(s)1 3/4"x 9 1/2"1.SSE Timber5trandOO LSL 03:Basement Member Name Resuits Current Solution Comments Patio Door Hdr Pool Rm Passed 2 Piece(s)1 3/4"x 9 1/2"I.SSE TimberStrandC LSL Wdw Hdr Theater Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Wdw Hdr LL Bed Passed 3 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Drop Beam Theater Passed 3 Piece(s)1 3/4"x 18"2.OE MicrollamOO LVL Flush Beam Game Rm Passed 3 Piece(s)1 3/4"x 11 7/8"2.OE MicrollamOO LVL Rush Beam Stain,vell Passed 2 Piece(s)2 x 10 Spruce Pine-Fir No. 1/No.2 04:Girder(Sized for Header Design Only) Member Name Results Current Solution Comments stairwell Passed 2 Piece(s)2 x 10 Spruce-Pine-Fir No. 1/No.2 Porte Sottware Opereror Job Notes 7(10/2014 10:12:19 AM ! Ryan Fritz �onyea r+omes Forte v4.6,Design Engine:V6.1.1.5 � Lyman Lumber company Miller Residence 195 K�ntyre Lane.4te (952)470-4803 195 Kintyre Lane Ryan Fricz@lymanlumber.com orono.MN 7�s/zola Page 1 of 43 Y � f MEMBER REPORT Second Floor, Wdw Hdr Master Sitting PASSED %�F O R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:8'3" ,,� 3:�. r �� -r + + O O F 2�6„ z,6� � 2�6• � � � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _ —__. _—------ — — — e51 n Results AcWal @ Location Allowred Result LDF Load:Gombinadon(Pattern) �� System:Wall I Member Reaction(Ibs) 761 @ 2'9" 3825(3.00") Passed(20%) -- 1.0 D+1.0 5(Adj Spans) Member 7ype:Header Shear(Ibs) 189 @ 1'10 1/4" 2872 Passed(7%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -193 @ 2'9" 3946 Passed(5%) 115 1.0 D+ 1.0 S(Adj Spans) I Building Code:iBC Live Load DeFl.(in) 0.000 @ 7'1/8" 0.092 Passed(I,/999+) -- 1.0 D+1.0 S(Alt Spans) �esign Methodology:a5D Total Load DeFl.(in) 0.001 @ 7'9/16" 0.138 Passed(l,/999+) -- 1.0 D+1.0 5(AI[Spans) •DeFlection criteria:LL(L/360)and TL(UZ40). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'3"o/c unless detailed otherwise.Proper attachment and positloning of lateral bracing is required to achieve member stability. •Applicable[akulations are based on NDS 2005 methodology. ' eearing Loads to Supports(Ibs) I I$UPPOttS Total Available Required Dead Snow Total Accessories � � 1-Trimmer-SPP 1.50" 1.50" 1.50" 176 102 278 None � i 2-Trimmer-SPF 3.00" 3.00" 1.50" 4S4 277 761 None 3-Trimmer-SPF 3.00" 3.00" 1.50" 484 277 761 None �4-Trimmer-SPF 1.50" 1.50" 1.50" 176 102 278 None .._.. _.._—_.._ .. _-1 � Tributary Dead Snow .. Loads Location Width (0.90) (1.15) Commenis 1-Unlform(PSF) 0 to 8'3" Y 6" 2L2 35.0 roof 2-Uniform(PLF) 0 to S'3" N/A 100.0 - gable Weyerhaeuser Notes f} SUSTAINABIE FORESTRY INITIATNE �Weyerhaeuser warrants that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published design values. IWeyerhaeuser eupressly disclaims any o[her warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. ��(r�ww.woodbyy�y.mml Accessories(Rim Board,Blocking Panels and Squash Blxks)are not designed by this software.Use of this software is not intended to Icircumvent the need for a design professional as determined by the authority having junsdiction.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 produd application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator � Forte Software Operaror Job Notes 7/10J2014 10:12:19 AM � Ryan Fricz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 ' Lyman Lumber company Miiler Residence 195 Kintyre Lane.4te # (952)470-4803 195 Klntyre Lane '�. Rvan Fritz(alvmanlumber.com Orono,MN 7/9/2014 Page 2 of 43 �. ..._. .._.. ..._. . ..... ..... ..._. ..... ..... .._. .__. � MEMBER REPORT SecondFloor, WdwHdrDressin PASSED iilFORTE � g 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'3" �,. - ,x,,,� x�,: ,� ���, .� � ��� + + 0 0 ° 4' � � 0 All locations are measured from the outside face of leh support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _ _ _—. — _ -- — — Desi n Results nce�ai�a�owr;a+ aiowea Resuit LDF Laad:Combination(Pattem) System:Wall Member Reaction(Ibs) 2352 @ 0 Z869(1.50") Passed(82%) — 1.0 D+1.0 S(All Spans) ' Member 7ype:Header 'Shear Qbs) 1360 @ 10 3/4" 4308 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) � Building Use:Residential Moment(Ft-Ibs) 2499 @ 2'1 1/2" 5919 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) suilding Code:[BC Live Load Defl.(in) 0.012 @ 2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) I Design Methodology:ASD Total Load Defl.(in) 0.020 @ 2'1 1/2" 0.213 Passed(U999+) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(LJ240). � •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless detailed othenvise.Proper attachment and positioning of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. �. Bearing Loads to Supports(Ibs) �'��.. Supports rorai Available Reyu��ea �eaa snow Toai accessories �, 1-Trimmer-SPF 1.50" 1.50" 1.50" 901 1450 2351 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 901 1450 2351 None �'�. Tributary Dead Snav 1 'Loads i.ocat�oo w�am �0.90? (i.is� comments 1-Uniform(PSF) 0 to 4'3" 19'6" 21.2 35.0 roof Weyerhaeuser Notes (I�$USTAINABLE FORE5IRY INITIATNE l ',Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product desiqn criteria and published design values. �'��Weyerhaeuser expressly disclaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installation details. ',(www.woodh�y.c�ml Accessories(Rim 8oard,Bbcking 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 calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilRies are third-party certifed to sustainable forestry standards. The product application,input design loads,dimensions and wpport information have been provided by Forte Software Operator � Forte Somvare Operator dob Notes 7/10/2014 10:12:19 AM ', Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 '� Lyman Lumber company Miller Residence 195 Klflf}�r@ L8t12.4fB (952)470-4803 195 Kintyre Lane gyan Fritz,a wma�iumber com Orono.MPl i�sizoia Page 3 of 43 r � � MEMBER REPORT Second Floor, Wdw Hdr Mas Bath PASSED %I F O R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 5'6" �;^' �:'�' ,�y � ����x� _ .;��, :',�_ _ �,, , �� �� � �. ,��. �R + + 0 0 � 5, y 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual -- ___ _ __—__ __— —_—___... '�.De51 n Results Actual @ LocaGon Allowed Result LDF Load:Combination(Pattem) System:Wall Member Reaction Qbs) 736 @ 1 1/2" 3825(3.00") Passed(19%) -- 1.0 D+ 1.0 S(All Spans) MemberType:Header Shear(Ibs) 463 @ 1'1/4" 2872 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 922 @ 2'9" 3946 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) euiiding Code:IBC Live Load Defl.(in) 0.005 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodo�ogy:ASD Total Load Defl.(in) 0.017 @ 2'9" 0.262 Passed(LJ999+) -- 1.0 D+ 1.0 S(All Spans) I - ---- -- — -_ —_ •DeFlection criteria:LL(tJ360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed otherwise.Proper attachment and positioning of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ___--- -----_ __---- - ..._. - - -----� eearing Laads to Suppats(Ibs) I Supports Toai Available Required oeaa soow roai accessor�es 1-Trimmer-SPF 3.00" 3.00" L50" 495 241 736 None 2-Trimmer-SPF 3.00" 3.00" L50" 495 241 736 None -- ---_...._—_. ..___._ ._..._---.._. _....� Tributary Dead Snow L00dS Location Widffi (0.90) (115) Comments 1-Uniform(PSF) 0 to 5'6" 2'6° 21.2 35.0 roof �' 2-Uniform(PLF) 0 to 5'6" N/A 120.0 - gable __ __._ .._—_._.--- — ---- .__ - -- ------� ---_-_. --- - /� Weyerhaeuser Notes (ZS)SUSTAINABLE FORESTRY INRIATIVE l Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly dixlaims any other warranties related to the soRware.Refer to current Weyerhaeuser literature for installaGon details. (Www.woodb�yy.coml Accessories(Rim Board,Bbcking Panels and Squash Blocks)are not designed by this soRware.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 calculatlon is compatlble with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The produd applicadon,input design loads,dimensions and support information have been provided by Forte SoRware Operator ! Forte Software Operetor �ob Notes 7/10/2014 10:12:19 AM iRyan Fntz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 , Lyman Lumber ccinpany Miller Residence 195 Kintyre Lane.4te ' (952)470-4803 195 Kinryre Lane iR� Fncz@ivmanwmber com Orono.MN �isizoia Page 4 of 43 �.._ � MEMBER REPORT Second Floor, Wdw Hdr O�ce PASSED :IFORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + . + a o s� � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual , _________ -- ----_--- — ',Desi n Results Attual @ Location Allowed Result LDF Load:Combination(Pattern) ! System:Wall Member Reaction(Ibs) 1000 @ 1 1/2" 3825(3.00") Passed(26%) -- 1.0 D+1.0 S(All Spans) ' Member Type:Header Shear Qbs) 686 @ 1'1/4" 2872 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1502 @ 3'3" 3946 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) � Building Code:IBC Live Load Defl.(in) 0.011 @ 3'3" 0.208 Passed(L,/999+) -- 1.0 D+1.0 S(All Spans) � Design Memodology:aSo Total Load Defl.(in) 0.038 @ 3'3" 0.313 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) _ _� •Deflection«iteria:LL(L/360)and TL(Uz40).� � •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"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 Supporks(Ibs) �'�.$UPp01't5 Total Available Required Dead Snow Total Accessories '�� 1-Trimmer-SPF 3.00" 3.00" 1.50" 715 284 999 Nane II 2-Trimmer-SPF 3.00" 3.00" 1.50" 715 284 999 None ._--- -- -.. Tributary Dead Snow Loads �.ocat�oo widm �0.90) (i.is) com�r�e�cs 1-Uniform(PSF) 0 to 6'6" 2'6" 21.2 35.0 raof '� 2-Uniform(PLF) 0 to 6'6" N/A 160.0 - gable ' _..._ ..._. __.... /� I We�/el'I102U52f NOtE!S [Z�SUSTAINA&E FORESTRY INITIATNE l Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly dixlaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installatlon details. �'(www woodbyyyy,coml Accessori�(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not irtended to circumvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is respon;ible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustaiiiable forestry standards. ���The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator ,1ob Notes 7/10/2014 10:12:19 AM ' Rya�F�az Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 , Lyman wmber coinpany Milier Residence 195 Kintyre Lane.4te '; (952j 470-4803 195 Kintyre Lane ! Ryan Fritz@lymanlumber.com Orono.MN 7/9/2014 Page 5 of 43 � MEMBER REPORT Second Floor, Wdw Hdr Fam Rm PASSED .IFORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" + + o a � 6' � � Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual —___ __ _ — —_ ____ _---- ---_ __--- Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) � System:Wall Member Reaction Qbs) 772 @ 1 1/2" 3825(3.00") Passed(20%) -- 1.0 D+1.0 S(All Spans) ! Member Type:Header Shear(Ibs) 530 @ 1'1/4" 2872 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 1160 @ 3'3" 3946 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load DeFl.(in) 0.011 @ 3'3" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) j Design Methodoiogy:ASD Total Load DeFl.(in) 0.029 @ 3'3" 0.313 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) � •DeFlection criteria:LL(LJ360)�and TL(LJ240). � J •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioninq of late2l bracing is required to achieve member stability. •Applicable calculatlons are based on NDS 2005 methodology. —..—_._._-- ..—._ __. —__--- —_._.__.. --..__.._-- --— _.__-_ --__., Bearing Lwds to Suppats(Ibs) �Supports rorai Available Required oeaa snow rotai accessoryes I 1-Trimmer-SPF 3.00" 3.00" 1.50" 488 284 772 None �' 2-Trimmer-SPF 3.00" 3.00" 1.50" 488 284 772 None . _— — -.__-- _----- ---..._..._--- � Tributary Dead Snpw j i Loads i.ocabon w�arn �0.90� �i.is� co�,mencs j 1-Uniform(PSF) 0 ta 6'6" 2'6" 21.2 35.0 roof �2-Unifortn(PLF) 0 to 6'6" N/A 90.0 - gable — ---. __._.___—.—. _—.—_—_ .__-- -- ---� - /� �Weyerhaeuser Notes �Z�SUSTAINABLE FORESTRY INIiIATNE 1 I Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. iWeyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (�vww.woodb�yy.coml Accessories(Rim Board,Blaking Panels and Squash Blocks)are not designed by this soRware.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 calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operator �ob tiotes 7/10/2014 10:12:19 AM ' Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 i Lyman Lumber company Miller Residence 195 Kintyre Lane.4te i (952)470-4803 �95 Kintyre Lane '��. Rvan Fntz^alymanlumbercom Orono.MN 7/9/2014 Page 6 of 43 % MEMBER REPORT Second Floor,False Wdw Hdr PASSED .JFORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" . d j-�'e �M;S`�v }baN� "�v4 . .n,-r-...'..r. uy . q� �. : . ...:. . :.. - ...y+. _ . ... + + � � s� � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Acpwl @ Location Allowed Resuk LDF Load:Combination(Pattem) System:Wall Member Reaction Qbs) 805 @ 1 1/2" 3825(3.00") Passed(21%) -- 1.0 D+1.0 S(All Spans) ' hlember Type:Header Shear(Ibs) 552 @ 1'1/4" 2872 Passed(19%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Use:Residentlal Moment(Ft-Ibs) 1209 @ 3'3" 3946 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Buiiding Code:IBC Live Load DeFl.(in) 0.011 @ 3'3" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) oesign Methodology:nSo �Total Load DeFl.(in) 0.031 @ 3'3" 0.313 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •DeFlection 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 othenvise.Proper attachment and positioning of laterdl bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. � Bearing Loads to Supports(Ibs) ''. '��.SUpp01't5 7ota1 Available Required Dead Snow To�l Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 520 284 804 None I 2-Trimmer-SPF 3.00" 3.00" 1.50" 520 284 804 None -- — --- -- _.__— .._...-� Tribubry Dead Snow �,LOa(�5 Location Width (0.90) (1.15) Comments �� 1-Uniform(PSF) 0 to 6'6" 2'6" 21.2 35.0 roof 2-Uniform(PLF) 0 to 6'6" N/A 100.0 - gable i... — --- ---- -- --- 'Weyerhaeuser Notes �SUSTAINABLE FORESTRY WRIATIVE Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eupressly dixlaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodb�y.coml Accessories(Rim Board,Blxldng Panels and Squash Blxks)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 calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Opereror ,lob Notes 7/10/2014 10:12:19 AM ' Ryan Fr tz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 � Lyman Lumber company MIIIer Residence 195{�111CJ/Y@ L817B.4r@ (952j 470-4803 195 Kintyre Lane Rvan Fritz@iymanwmber.com Orono.MN �isi2o�a Page 7 of 43 %�F O R T E � MEMBER REPORT Second Floor, Wdw Hdr Bed#k3 PASSED 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'6" ; ,. � ,..�,� .�... � �. ;:v �_- r- rz� �� + + 0 0 t �� 3' 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 -- - - —_— — �Desi n Results Actual @ Lxation auowea Result LOF Load:Combination(Pattem) syscem:wan Member Reaction(Ibs) 4610 @ 3'3" 5738(3.00") Passed(80%) -- 1.0 D+1.0 S(Ail Spans) Member Type:Header Shear(Ibs) 1288 @ 4'1 3/4" 4308 Passed(30%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) -1498 @ 3'3" 5919 Passed(25%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IeC Live Load DeFl.(in) 0.002 @ 4'11 7/8" 0.108 Passed(L,/999+) -- 1.0 D+1.0 S(Alt Spans) oesign Methodology:a5D Total Load DeFl.(in) 0.003 @ 5'3/16" 0.162 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) •DeFlection criteria:LL(L/360)and TL(UZ40). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. �� Beanng Loads to Supports(Ibs) I$UPpOIiS Total Available Required Dead Snow Total Accessories I 1-Trimmer-SPF 1.50" 1.50'� 1.50° 530 924 1454 None I 2-Trimmer-SPP 3.00" 3.00" 2.41" 1766 2844 4610 Nane 3-Trimmer-SPF 1.50" 1.50" 1.50" 530 . 924 _ 1454 None , � Tributary Dead Snow I Loads wcadon w�am (0.90) (i.is) comments 1-Uniform(PSF) 0 to 6'6" 20' 21.2 35.0 roof � i Weyerhaeu5er NOtes �wsrar�aeie Foaesrav iNirwnve ���.Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser produc[design criteria and published design values. Weyerhaeuser eupressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation details. '�(www,woodbr,yy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by tfiis software.Use of this software is not intended to �circumvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is responsible to iassure that this calculatlon is compatible with the overall project.Productr manufactured a[Weyerhaeuser facilities are third-party certifed to sustainaWe �foreshy s[andards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Forte Software Operetor .lob Notes 7/10/2014 10:12:19 AM ; Ryan FncZ �onyea Homes Forte v4.6.Design Engine:V6.1.1.5 �����. Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470-4803 195 Kintyre Lane R� F�tz@wmaniumber.com Orono,MN iisizoia Page 8 of 43 I __ __ _ _ _ __ _ � MEMBER REPORT Second Floor, Wdw Hdr 8ed#2 PASSED iIFORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:5'6" _ ��,,.�;, - + + 0 0 ; 5, �P 0 0 All loca[ions are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal.;Drawing is Conceptual ..._ _ . _ ___ Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) Sys[em:Wall Member Readion Qbs) 653 @ 1 1/2" 3825(3.00") Passed(17%) -- 1.0 D+ 1.0 S(All Spans) Member7ype:Header Shear Qbs) 411 @ 1'1/4" 2872 Passed(14°/o) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 818 @ 2'9" 3946 Passed(21%) 1.15 1.0 D+1.0 S(All Spans) euilding Code:IBC Live Load DeFl.(in) 0.005 @ 2'9" 0.175 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodo�ogy:a5o LTotal Load DeFl.(in) 0.015 @ 2'9" 0.262 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) _ _ -- •DeFlection criteria:LL(1J360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed othenvise.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(Ibs) �' $UppOPtS Total Available Required Dead Snow Toml Accessories 1-Trimmer-SPF 3.00" 3.00" 1.50" 413 241 654 None 2-Trimmer-SPF 3.00" 3.00" L50" 413 241 654 None �-- ........ _ _-- �------ —�— 7ributarv Dead Snow Loads �oca�on wiati, (0.90} �i.is) com�„encc 1-Uniform(PSF) 0 to 5'6" 2'6" 21.2 35.0 roof � 2-Uniform(PLF) 0 to 5'6" N/A 90.0 - wall Weyerhaeuser Notes �SUSTAINABLE FOREST2Y INITIATIVE �Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation details. I�(www.woodb�yy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this wRware is not in[ended to cirwmvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is responsible to �assure that this calculation is compatible with the overall projec[.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. ��The product application,input design loads,dimensions and support information have been provided by Forte Software Operaror Forte Softv✓are Operator Job Notes 7/10/2014 10:12:19 AM ' Ryan F��iz �onyea r+omes Forte v4.6,Design Engine:V6.1.1.5 '� Lyman Lumb�r company Miiler Residence 195 Kintyre Lane.4te I (952)470-4803 195 Kintyre Lane � Rvan FntzCa�maniumbercom Orono.MN 7�5�20�4 Page 9 of 43 � MEMBER REPORT Second Floor, Wdw HdrLandin front PASSED �)FO R T E�� g 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overali Length:2'9" a.,� �> s��- x,«F�;= ,.�� ,� v. . + + 0 0 t z,6. i � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _ ____— __--- ----- —_.. — '�..De51 n Results ACWaI @ Location Aliowecl Resuft LDF load:CombinaGon(Pattern) System:Wall Member Readion(Ibs) 1478 @ 0 1913(1.50") Passed(77%) - 1.0 D+ 1.0 5(All Spans) Member Type:Header Shear(Ibs) 515 @ 10 3/4" 2872 Passed(18%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Use:Residentlal Moment(Ft-Ibs) 1016 @ 1'4 1/2" 3946 Passed(26%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.003 @ 1'4 1/2" 0.092 Passed(LJ999+) -- 1.0 D+ 1.0 S(All Spans) Design Methodology:n5o Total Load Defl.(in) 0.005 @ 1'4 1/2" 0.138 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •Deflectlon criteria:LL(1J360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9"o/c unless detailed othenvise.Proper attachment and positioning of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. --�---Bearing -�---� Loads to SuPports(Ibs) �'�.. Supports Taai Arailable Rey���ea uead snow Totai accessaries 1-Trimmer-SPF 1.50" 1.50" 1.50" 564 914 1478 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 564 914 1478 None Tributary Dead ...........��Snow Loads i.ocar;o� widm �0.90� �i.is� commeot� � 1-Uniform(PSF) 0 to 2'9" 19' 21.2 35.0 roof � Weyerhaeuser Notes /� (Z�SUSTAINABLE FORESTRY INRIATNE l Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser espressly disclaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installation details. (www.woodnpdy. oml 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 jurisdictlon.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr 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 Forte Software Operator Forte Software Operator ,Job Notes 7/10l2014 10:12:19 AM Ryan Fr�rz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane Ryan Fntz,^alvmanlumber com Orono,MN 7/9/2014 P2g2 10 Of 43 li_.. .... .. ...... .... . .. .. .. ..... .._. __.. ....... .. . ........ /� MEMBER REPORT Second Floor, Wdw Hdr Stairwell left(x3) PASSED �1 F 0 R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'9" + + 0 0 2�6" � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Orawing is Conceptual ___— ----- --.------ '�.D251 n Results Actual @ Location �� Allowed Resuft LDF Load:Combination(Pattem) System:Wall Member Readion Qbs) 478 @ 0 1913(1.50") Passed(25%) -- 1.0 D+1.0 5(All Spans) Member Type:Header Shear(Ibs) 167 @ 10 3/4" 2872 Passed(6%) 1.15 1.0 D+1.0 S(All Spans) euilding Use:Residential i Moment(Ft-Ibs) 329 @ 1'4 1/2" 3946 Passed(8%) 1.15 1.0 D+1.0 5(All Spans) I Buiiding Code:[BC Live Load DeFl.(in) 0.000 @ 1'4 1/2" 0.092 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:n5o Total Load DeFl.(in) 0.002 @ 1'4 1/2" 0.138 Passed(U999+) -- 1.0 D+1.0 5(All Spans) I •DeFlection criteria:LL(L,/360)and TL(LJ240). •Bracing(Lu):All compression edg�(top and bottom)must be braced at 2'9"o/c unless detailed othervvise.Proper attachment and positioning of late2l bracing is required to achieve member stability. •Applicable calculadons are based on NDS 2005 methodology. � Bearing Loads to Supports(Ibs) �'�.. Supports rorai Available Reyuirea oeaa snow Torai accesso�ies ' 1-Trimmer-SPF 1.50" 1.50" L50" 358 120 478 None ' 2-Trimmer-SPF 1.50" 1.50" 1.50" 358 120 478 None ._._ ._._ . _..— TribuTary Dead Snow !Loads �.ocaaon w�dm (0.90� (i.is� commencs '�.1-Uniform(PSF) 0 to 2'9" 2'6" 21.2 35A roof 2-Uniform(PLF) 0 to 2'9" N/A 200.0 - wall __ -----_.._..._.--- /� '�I WQyQ�FideU58f NOt85 (Z�SUSTAINABLE fORESTRY MRIATNE l �Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser ecpressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbpyy.coml 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 the authority having junsdiction.The designer of record,builder or framer is responsible to �.assure that this calculatlon is compaGble with the overall project.Products manufactured at Weyerhaeuser facilRies are third-party certified to sustainable �forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator .lob Notes 7/10/2014 10:12:19 AM Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane Ryan Fritz^lymanlumber.com Orono,MN 7l9/20�4 P3g@ 11 Of 43 � MEMBER REPORT Second Floor, Wdw Hdr Mas Bed front PASSED .IFORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overail Length:2'3" �rt. f_ - _ r , .-�� �,� + + 0 0 § 2, � � � All locations are measured from the outside face of leR support(or left cantilever end).All dimensions are horizontal,;Drawing is Conceptual __.... ___— — —-_ ._---- --- _ Desi n Results aca,a���xat�on auowea Res�it ��F Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 627 @ 0 1913(1.50") Passed(33%) -- 1.0 D+1.0 S(All Spans) MemberType:Header Shear(Ibs) 128 @ 10 3/4" 2872 Passed(4%) 1.15 1.0 D+1.0 S(All Spans) suiiding Use:Residenbal j Moment(Ft-Ibs) 352 @ 1'1 1/2" 3946 Passed(9%) 1.15 1.0 D+1.0 S(All Spans) I euilding Code:taC I Live Load Defl.(in) 0.001 @ 1'1 1/2" 0.075 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) oesign htethodology:ASD Total Load Defl.(in) 0.001 @ 1'1 1/2" 0.112 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) •DeFlection criteria:LL(LJ360)and TL(LJ240). •Bracing(Lu):All compression 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 stability. •Applicable calculations are based on NDS 2005 methodology. _.....- - - -------- ._ ..._._.____— Bearing Loads Lo Supports Qbs) —i �$UPPOI't5 Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 194 433 627 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 194 433 627 None Tributary Dead Snow !Loads i.owt;on widm �0.90) (i.is) comments 1-Unlform(PSF) 0 to 2'3" 11' 15.0 35.0 floor Weyerhaeuser Notes (Z�$USTAINABLE FORESTRY INfT1ATNE l Weyerhaeuser warrants 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 installaUon details. (www.woodnvwv.coml Acceswries(Rim Board,Bloclting Panels and Squash Blaks)are not designed by this soRware.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 calculation is compatlble with the overall project.Productr manufactured at Weyerhaeuser facilRies are third-party certified to sustainable forestry sYandards. ��I The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,lob Notes 7/10/2014 10:12:19 AM Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane Rvan Fntz�^alvmanlumbercom Orono.MN 7/9/2014 Page 12 of 43 t � MEMBER REPORT Main Floor, Wdw Hdr Great Rm PASSED .l F 0 R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 13'3" 0 1 1 1 1 0 � � � 4' 4' � 4' � � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Actual @ Location Allowed Result LDP Load:Combination(Patbern) System:Wall Member Readion(Ibs) 7736 @ 8'10 1/2" 7650(6.00") Passed(101%) -- 1.0 D+0.75 L+OJS S(Adj Spans) Member Type:Header Shear(Ibs) 2826 @ 9'10 3/4" 2872 Passed(98%) 1.15 1.0 D+OJS L+0.75 S(Adj Spans) euilding Use:Residentlal I Moment(Ft-Ibs) -3046 @ 8'10 1/2" 3946 Passed(77%) 1.15 1.0 D+OJS L+0.75 S(Adj Spans) Building Code:IBC 'Live Load DeFl.(in) 0.016 @ 11'1 1/8" 0.146 Passed(L/999+) — 1.0 D+OJS L+OJS S(Alt Spans) I Design Methodology:ASD �Total Load DeFl.(in) 0.025 @ 11'1 1/2" _ 0.219 Passed(l/999+) -- 1.0 D+0.75 L+OJS S(Alt Spans) •DeFlection criteria:LL(L/360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'8 1/16"o/c unl�s detailed othenvise.Proper attachment and posidoning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. .. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead F1OOf Snow Total Accessories live 1-Trimmer-SPF L50" L50" i L50" 890 901/-108 283 2074/-108 None �i 2-Trimmer-SPF 6.00" 6.00" 3.46" 1968 2443 586 4997 None 3-Trimmer-SPF 6.00" 6.00" 6.07" 3387 22U 3571 9185 None 4-Trimmer-SPF 1.50" 150" 1.50" 662 755/-lOS 485 1902/-108 None Tributary Dead Floor Live Snow Loads �oca4o� w�am �0.90� ti.00� �i.is� co�r�men� .1-Uniform(PSF) 0 to 9' 11'6" 15.0 40.0 - Floor 2-Unifortn(PLF) 0 to 13'3" N/A 80.0 - - wall �i 3-Uniform(PSF) 6'9"to 10'6" 19'6" 21.2 - 35.0 roof 4-Unifortn(PSF) 9'to 13'3" 9'6" 15.0 40.0 - Floor Linked from:Wdw '� 5-Point(Ib) 6" N/A 484 - 277 Hdr Master Sitting, u rt 2 I Linked from:Wdw 6-Point(Ib) 3'9" N/A 484 - 277 Hdr Master Sitting, Su rt 3 Linked from:Wdw 7-Point(Ib) 6'9" N/A 176 - 102 Hdr Master Sitting, 4 Linked from:Wdw 8-Point(Ib) 10'6" N/A 901 - 1450 Hdr Dressing, 1 Weyerhaeuser Notes (tj)$USTAINA&E FORESTRY INRIATIVE l �Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. iWeyerhaeuser eupr�sty disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installaGon details. (www.woodb�y.coml Aaessories(Rim Board,Blocldng 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 calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operato� Job Notes 7I10/2014 10:12:19 AM Ryan F���z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 �I Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane Ryan Fritz[c��yman�umber.com Orono MN 7�s�2o�4 P8g0 13 Of 43 � MEMBERREPORT MainFloor, WdwHdrDinetteleft PASSED i1FORTE ' 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'9" + + 0 0 � 2, �3�= 2, � 0 � 0 All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual __ _— _—_-- — _-- Desi n Results nctuai�a�ocatia+ ewwtiea Res�it LDF Load:Combination(Pattem) System:Wall Member Reaction(Ibs) 841 @ 0 1913(1.50") Passed(44%) -- 1.0 D+1.0 5(Alt Spans) Member Type:Header Shear(Ibs) 419 @ 3'4 3/4" 2872 Passed(IS%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) -637 @ 2'4 1/2" 3946 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Code:tsC Live Load DeFl.(in) 0.001 @ 1'3/8" 0.079 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) oesign Methodology:ASD Total Load DeFl.(in) 0.001 @ 1' 0.119 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) J _---- — —_-- •DeFlectlon criteria:LL(U360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'9"o/c unless detailed otherwise.Proper attachment and positloning of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. — -._... _---�---- — —��— -- ------�---- Bearing Loads W Supports(Ibs) � Supports Total Available Required Dead FL1� Soow Total Accessori�s �.1-Trimmer-SPF 1.50" 1.50" L50" 360 42/-6 481 883/-6 None 2-Trimmer-SPP 6.00" 6.00" 2.10" 1200 119 1481 2800 None 'I 3-Trimmer-SPF 1.50" 1.50" 1.50" 360 42/-6 481 883/-6 None 7ributarv Dead Floor Live Snow Loads wwnon w�arn �0.90) �i.00� �i.is) ca„menrs '1-Uniform(PSF) 0 to 4'9" 1' 15.0 40.0 - Floor 2-Uniform(PLF) 0 to 4'9" N/A 80.0 - - wall 3-Uniform(PSF) 0 to 4'9" 14'3" 21.2 - 35.0 roof ---- ----------- —...---- Weyerhaeuser Notes �SUSTAINA&E FORES7RY MITIATIVE Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to curzent Weyerhaeuser literature for installation de[ails. (www.woodb�yy.c�ml Accessori�(Rim Board,Blocldng 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 calculation is compatible with the overall project.Product5 manufactured at Weyerhaeuser facilities are third-paKy certifed to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 7/10/2014 10:1220 AM Ryan Fr�cz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 ILyman Lumber company Miller Residence 195 Krntyre Lane.4te �, (952)470-0803 195 Kintyre Lane IRvan Fritzanlymanlumbercom Orono.MN 7/9/2014 Page 14 of 43 � MEMBER REPORT Main Floor, Wdw/DoorHdrDinette rear PASSED iIFORTE � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 10'11" 0 1 j a . ., � ��`���.,�� 3�2,� � � 0 Q 0 All locations are measured from[he outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _...._ _._ _ --__— __ _ ___ _ — Desi n Results Actual @ Location Allowed Resuk LDF Load:CombinaGon(Pattem) � System:Wall Member Reaction Qbs) 1408 @ 10'11" 1913(1.50") Passed(74%) -- 1.0 D+ lA L(Alt Spans) ' Member rype:Header Shear(Ibs) 1190 @ 8'4 3/4" 2498 Passed(48%) 1.00 1.0 D+ 1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -1217 @ 7'4 1/2" 3431 Passed(35%) 1.00 1.0 D+1.0 L(Adj Spans) euilding Code:ieC Live Load Defl.(in) 0.004 @ 9'2 5/16" 0.118 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.008 @ 9'2 1/4" 0.177 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) •DeFlection criteria:LL(1J360)and TL(LJ240). � •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'11"o/c unless detailed otherwise.Proper attachment and positloning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. � -------------____— — - --- --__._.... Bearing Loads to Supportc(Ibs) � �; Supports Total Available R¢quir2d D¢2d Floor Snow Total Attessories Live 1-Trimmer-SPF 1.50" 1.50" 1.50" 336 557/-84 81 974/-84 None ��.2-Trimmer-SPF 6.00" 6.00" 2.44" 1522 1594 415 3531 None 3-Trimmer-SPF 6.00" 6.00" 1.54" 465 1497 -95 1962/-95 None 4-Trimmer-SPF 6.00" 6.00" 2.96" 1766 2014 420 4200 None 5-Trimmer-SPF 1.50" 1.50" 1.50" 620 788/-40 152 1560/-40 None Tributary Dead Floor Live Snow ��''�. Loads �«anon w�acn �0.90� �i.00> �i.is� ca„�„ent� ' 1-Uniform�PSF) 0 to 10'11" 13' 15.0 40.0 - Floor 2-Uniform(PLF) 0 to 10'11" N/A 80.0 - - wall '� 3-Uniform(PLF) 0 to 2'9" N/A 60.0 - - gable ' i 4-Uniform(PSF) 0 to 2'9" 2'6" 21.2 - 35A roof '5-Uniform(PSF) 8'to 10'11" 2'6" 211 - 35.0 roof 6-Uniform(PLF) 8'to 10'11" N/A 60.0 - - gable ' Linked from:Wdw 7-Point(Ib) 2'9" N/A 495 - 241 Hdr Mas Bath, su rt 1 Linked from:Wdw 8-Point(Ib) 8' N/A 495 - 241 Hdr Mas Bath, s� rt z Weyerhaeuser Notes lL�SUSTAINABLE FORESTRY INITIATNE l Weyerhaeuser warrants tha[the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrandes related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodhpyy.coml 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 the authority having jurisdiction.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 certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ' Porte Soitware Operator Job Notes 7/10/2014 10:1220 AM Ryan Fritz 6onyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470�803 195 Kintyre Lane Ryan Fritz'�dlymanlumber.com Orono,MN 7l9/2014 Page 15 of 43 �/I F O R T E � MEMBER REPORT Main Floor,Drop Beam Screen Porch left PASSED 2 piece(s) 1 3/4"x 9 1/2" 2.OE MicrollamQ LVL Overall Length: 13'3'° ��, .Y,` - "'�s - "-r,. �� ,.>'+ + } a o � ... �3, � � Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual — —. -- -- _— - -- Desi n Results Actual�Location aiowea Feesuit LDF Load:Combination(Pattem} � System:Floor Member Readion Qbs) 2650 @ 1 1/2" 7613(3.00") Passed(35%) -- 1.0 D+ 1.0 S(All Spans) Member Type:orop Beam Shear Qbs) 2227 @ 1'1/2" 7265 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 8312 @ 6'6 1/4" 13541 Passed(61%) 1.15 1.0 D+1.0 S(All Spans) suiiding Code:tBC Live Load DeFl.(in) 0.346 @ 6'6 1/4" 0.426 Passed(L/444) -- 1.0 D+1.0 S(All Spans) Design Methodology:,45D Total Load DeFl.(in) 0.518 @ 6'6 1/4" __0.640 Passed(L/296) -- 1.0 D+1.0 S(All Spans)__ _� •DeFlection criteria:LL(L,/360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3"o/c unless detailed otherwise.Proper atmchment and positioning of lateral bracing is required to achieve member stability. - -- —_____ _. ._. _..---- . ---� -— -- ....----- __.— __-- ISupports rorai Arailable Required oeaa ds s��(Irorai accessor�es II �1-Trimmer-SPF 3.00" 3.00" 1.50" 881 ll69 2650 None 2-Column-SPF 5.50" 5.50" 1.50" 909 1825 2734 Blocking —. — -- --- —_._.__.... --- ------- - --- •Blocking Panels are assumed to carry no loads applied diredly above them and the full load is applied to the member being designed. . ..___._.— . __. _. _— ---_._... _—_ .__..__� � 7ributarv Dead Snow '�L00(15 Location Width (0.90) (1.15) Comments I �-Uniform(PSF) 0 to 13'3" 7'9" 16.2 35.0 roof � --_._--._ _. --�— -- /� I WQYQ�I10eU5e1'NOY25 � � (1�SUSTAINABLE fORESTRY WRIATNE l I Weyerhaeuser warrantr that the sizing of itr products will be in accordance wifh Weyerhaeuser product design criteria and published design values. �Weyerhaeuser expressty disclaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installation details. �(www.woodbpdy.c�ml 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 the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatlble with the overall project.Products manulactured at Weyerhaeuser facilities are third-party certified to sustainable �forestry standards. �The product application,input design loads,dimensions and wpport information have been provided by Forte Software Operator Forte Somvare Operator ,lob Notes 7/1012014 10:12:20 AM ' Ryan Fncz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470�803 195 Kintyre Lane Rvan Fritz@lymanlum6er com Orono.MN 7/9/2014 P8g@ 16 Of 43 , , '%�C O � � C ` MEMBER REPORT Main Floor,Drop Beam Screen Porch rear PASSED r G 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand0 LSL Overail Length: 12'6" - - �' - ��« "�' ..�b.�� � � � + + 0 0 �' �z�6^ 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual '�. e81 n Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) ' System:Floor Member Reaction Qbs) 1116 @ 4" 13956(5.50") Passed(8%) -- 1.0 D+lA 5(All Spans) Member Type:Drop Beam Shear(Ibs) 893 @ 1'3" 7902 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 3125 @ 6'3" 11985 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Code:1eC I Live Load Defl.(in) 0.106 @ 6'3" 0.394 Passed(L/999+) — 1.0 D+ 1.0 5(All Spans) Design Methodology:ASD j Total Load Defl.(in)_ 0.217 @ 6'3" 0.592 Passed(L/654) -= 1.0 D+ 1.0 S(All Spans) __ •DeFlection criteria:LL(U360)and TL(4z40). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6"o/c unless detailed othenvise.Proper attachment and positloning of lateral bracing is required to achieve member stability. '� Bearing Loads to Suppats(Ibs) � Supports Total Availa6le Required Dead Snow Total Accessories ��1-Column-SPF 5.50" 5.50" 1.50" 569 547 1116 None �2-Column-SPF 5.50" 5.50" L50" 'i 569 547 1116 None _ .----..._- --�----. _ ..------- �� Tri6umry Dead Snow I ���.LOadS Lotation Width (0.90) (1.15) Comments ' 1-Uniform(PSF) 0 to 1Z 6" 2'6" � 16.2 35A roof ,2-Uniform(PLF) 0 to 12'6" N/A 40.0 - gable I WeYB�IId@US@f NOt85 �2�$USTAINABIE FORESiRV INRIATNE l Weyerhaeuser warrantr that the sizing of itr 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.woodbyyyy.coml Accessories(Rim Board,Blocldng Panels and Squash Blxks)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 Iassure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. I The produd application,input design loads,dimensions and support information have been provided by Forte SoRware Operator � Forte Software Operator .lob Notes 7/10/2014 10:12:20 AM Rya�Frnz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 � Lyman Lumber company Miller Residence 195 Kintyre Lane.4te I (952)470-0803 195 Klntyre Lane �I �an Fritz�^alvmanlumber.com Orono MN 7/9/20�4 i P8g8 17 Of 43 � , � MEMBER REPORT „ Main Floor,;,ush Beam Screen Porch PASSED ;il F 0 R T E � 2 P;e��s� 13i4 x 11 7/8 2.OE MicrollamQ LVL Overall Length: 12'6" + 1 + 0 0 _ ; ; _ ; , , � � � ,�.6� ., � 0 0 Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ��..DQ51 n Results Actual @ Locadon Altowed Result LDF Load:Combination(Pattern) � System:Floor Member Reaction(Ibs) 5721 @ 4" 8181(5.50") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member 7ype:Flush Beam Shear(Ibs) 4385 @ 1'S 3/8" 7897 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) euilding Use:Residentlal Moment(Ft-Ibs) 15785 @ 5'9" 17848 Passed(88%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0,198 @ 6'1 1/2" 0.296 Passed(L/718) -- 1.0 D+1.0 L(All Spans) oesign Methodology:a5� �Total Load DeFl.(in) 0.439 @ 6'2 1/8" 0.592 Passed(L/323) -- 1.0 D+1.0 L(All Spans) •DeFlection criteria:LL(LJ480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. 'I Bearing Loads to Supports(Ibs) � ��I II SuPpo� Total Available Required DPad F��r Snow Total Acr.essories �li 1-Stud wall-SPF 5.50" 5.50" 3.85' 2854 2867 525 6246 Blocking � �'2-Stud wall-SPF 5.50" 5.50"___� 3.29" 2697 2148 787 5632 Blocking_ ,� •8locking Vanels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ..__. —___. -_.___ ..._ . � __ , Tributarv � Dead Floor Live Snow Loads �ocaaa, w�dm l �0.90� �i.00� �i.is� commenes ' �-Unlform(PSF) 0 to 5'9" 13' i 15.0 40.0 - Floor '2-Uniform(PSF) 5'9"to 12'6" 7'6" 15.0 40.0 - Floor 3-Uniform(PLF) 0 to 12'6" N/A 180.0 - - wall � 4-Uniform(PSF) 5'9"to 12'6" 2'6" 21.2 - 35.0 roof 5-Uniform(PSF) 0 to 12'6" 1' 16.2 - 35.0 roof 6-Point pb) 5'9" N/A 715 - 284 �nked from:Wdw Hdr Offce Su rt 2� Weyerhaeuser Notes (LS)$USTAINABLE fORE57RY INRIATNE 1` Weyerhaeuser warrantr that the sizing of itr products will be in accordance witli Weyerhaeuser product design criteria and published design values. I Weyerhaeuser expressly dixlaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. ��(www.woodhpyy.Cnm1 Accessories(Rim Board,Blocking Panels and Squash 8locks)are not designed by this software.Use of this sofivare is not intended to circumvent the need for a design professional as determined by the autlwrity having jurisdiction.The designer of record,builder or franer is responsible to assure that this calculaGon is compatlble with the overall project.Products manufactured at Weyerhaeuser facilRies are third-party certilied to susWinable forestry standards. The product applicatlon,input design loads,dimensions and support information have been provided by Forte SoRware Operator ' Forte Sonware Operator Job Notes 7/10/2014 10:12:20 AM ' Ryan Frttz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 '��. Lyman Lumber company Miller Residence 195 Kinryre Lane.4te �; (952)470-4803 195 Kintyre Lane � Rvan Fritzno�vmaniumbercom Orono MN 7i9�2oia Page 18 of43 � � � � MEMBER REPORT Main Floor, Wdw Hdr S ort Court rear PASSED .1FORTE � P 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'3" °�'�i: M.,,'.;:�. .�"�' "a`-�.' ::<:- �-.... __-.;�_,._ .x .,..: . . '. � ._... _. _��__e _... . .:y. ..�,..,_" ,.r�� .'�� t=_ _._. + + O O d i 3, � � All locations are measured from the outside face of leh support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual - _ _ .— __ -- --- — --- --_— Desi n Results Actual @ Location Allowed ResuR LDF Load:Combination(Pattem) � System:Wall Member Reaction(Ibs) 557 @ 0 1913(1.50") Passed(29%) - 1.0 D+ 1.0 5(All Spans) Member Type:Header Shear Qbs) 250 @ 10 3/4" 2872 Passed(9%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential ,Moment(Ft-Ibs) 452 @ 1'7 1/2" 3946 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) euilding Code:IBC �Live Load Defl.(in) 0.001 @ 1'7 1/2" 0.108 Passed(L/999+) - 1.0 D+1.0 S(All Spans) oesign Memodo�ogy:ASD Total Load Defl.(in) 0.003 @ 1'7 1/2" 0.162 Passed(L/999+) -- 1.0 D+ 1.0 S(AIl Spans) — _..— — - •DeFlection criteria:LL(U360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required[o achieve member slability. •Applicable calculations are based on NDS 2005 methodology. . _._. .--_-- —�- - ----- Bearing Loads to Supports(Ibs) � '��.. I,$UPPOItS Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 414 142 556 None 2-Trimmer-SPF 1.50" 1.50" L50" 414 142 556 None � - -.._..----�_._ __..__._....-- Tributary Dead Snow Loads �..owdon w�dm �0.90� �i.is) comme�,rs 1-Uniform(PSF) 0 to 3'3" 2'6" 2L2 35A roof � 2-Unifortn(PLF) 0 to 3'3" N/A 195.0 - gable � Weyerhaeuser Notes n SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrantr that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published design values. , Weyerhaeuser expressly dixlaims any other warranties related to the softuvare.Refer to current Weyerhaeuser literature for installation details. (www.woodbyyyy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soRware.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 calculation is compatlble with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator � Forte Software Operator Job Notes 7/10/2014 10:12:20 AM Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber ccmpary Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre�ane Rvan Fritz lyman�umbercom orono.MN 7/s/2o14 Page 19 of 43 � - . i MEMBER REPORT Main Floor, Wdw Hdr S ort Court ri ht PASSED �1FORTE � P g 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overali Length:3'3" v✓` N1. '�a �{w . + } � Q j � . 3, � � All locations are measured from the outside face of left support(or lek cantilever end).All dimensions are horizontal.;Drawing is Conceptual _ __ -- - - - -- Desi n Results Actual @ Location Auowea Resuit LDF Load:Combination(Pattern) System:Wall Member Reaction Qbs) 1610 @ 0 1913(1.50") Passed(84%) -- 1.0 D+1.0 S(All Spans) Member 7ype:Header Shear(Ibs) 722 @ 10 3/4" 2872 Passed(25%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Use:Residential Momen[(Ft-Ibs) 1308 @ 1'7 1/2" 3946 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) euilding Code:iBC Live Load DeFl.(in) 0.006 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) oesign Memodo�ogy:ASD Total Load DeFl.(in) 0.009 @ 1'7 1/2" 0.162 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) -- - -- - •DeFlectlon criteria:LL(L/360)and TL(1J240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member siability. •Applicable calculations are based on NDS 2005 methodology. ----- . _ ...._-------- ----- Bearing � Loads to SuPports(Ibs) '�,. Supports Toeai Available Required o�a soow raai accessor�Ps 1-Trimmer-SPF 1.50" 1.50" 1.50" 615 995 1610 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 615 995 1610 None ..._._....- _._....-.. Tributarv Dead Snow '�� Loads �.ocar;oo w�aa, �0.90� �i.is� commen� 1-Unlform(PSF) 0 to 3'3" 17'6" 21.2 35A roof Weyerhaeuser Notes �SUSTAINABLE f-0RESTRY INfT1ATNE �'Weyerhaeuser warrants that the sizing of itr productr will be in aaordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (�ww wmdnpyy.coml Accessories(Rim Board,Blocldng 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 calculation is compatible with the overall projxt.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator ; Forte Software operetor dob Notes 7/10/2014 10:12:20 AM Ryan Fr��z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber canpany Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kiniyre Lane Rvan Fntzo'�IvmaNumber com Orono.MN 7/9�2014 Page 20 of 43 I_.... _ _ _ _ � MEMBER REPORT Main Floor, Gara e DoorWall Hdr PASSED '�"�I F O R T E 2 piece(s) 1 3/4"x 11 7/8" 1 55E TimberStrandQ LSL Overall Length:30'4" 0 1 1 1 1 - � g � ����� ; g,2�, g�2�, x_ g,2. � � � � All locations are measured from the outside face of lek support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results AcWal @�ocation Allowed Resuit LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 4329 @ 30'2 1/2" 7613(3.00") Passed(57%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Header Shear(Ibs) 4316 @ 21'10 7/8" 8590 Passed(50%) 1.00 1.0 D+ 1.0 L(All Spans) euilding Use:Residential Moment(Ft-Ibs) 8336 @ 26'2 13/16" 15953 Passed(52%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:iBC Live Load DeFl.(in) 0.123 @ 25'7 1/16" 0.329 Passed(L,/967) -- 1.0 D+1.0 L(All Spans) Design Memodology:nSD Total Load DeFl.(in) 0.212 @ 25'8 1/16" 0.494 Passed(LJ560) -- 1.0 D+ 1.0 L(All Spans) __ _.._ __ ------ •DeFlection criteria:LL(U360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 14'4 11/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. . . .. _..... .__.- -__. ..._—_... -- -- ___. Bearing . . . LoadstoSuPPats(Ibs) . ... . ....... . . .... Supports Total Available Required Oead F��� Snow Total Accessories Live � 1-Trimmer-SPF 3.00" 3.00" 1.50" 968 81 379 1428 None 2-Trimmer-SPF 14.00" 14.00" 1.50" U40 -463 1035 3775/-463 None 3-Trimmer-SPF 14.00" 14.00" 2.81" 4430 2580 1031 8041 None 4-Trimmer-SPF 3.00" 3.00" 1J1" 1982 2347 410 4739 None Tributarv Dead Floor Live Snow �� Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 11'7" 2'6" 212 - 35.0 roof �2-Uniform(PL� 0 to 30'4" N/A 130.0 - - wall 3-Uniform(PSF) 17'7"to 21'11" 2'6" 211 - 35.0 roof ' 4-Uniform(PSF) 27'11"[a 30'4" 2'6" 21.2 - 35.0 roof . 5-Unifortn(PLF) 0 to 11'7" N/A 40.0 - - gable '� 6-Unifortn(PLF) 27'11"to 30'4" N/A 35.0 - - gable �� 7-Uniform(PLF) 17'7"to 21'11" N/A 125.0 - - gable 8-Unifomt(PSF) 21'11"to 30'4" 13'6" 15.0 40.0 - floor � 9-Point(Ib) 11'7" N/A 520 - 284 Linked from:False - Wdw Hdr Su rt 1 � 10-Point(Ib) 17'7" N/A 520 - Zgq Linked from:False W wH r 2 ' Linked from:Wdw 11-Point pb) 21'11" N/A 48S - 284 Hdr Fam Rm,Support� 1 Linked from:Wdw 12-Point(Ib) 27'11" N/A 488 - 284 Hdr Fam Rm,Support�I .._._._.__..__...---- --- /� Weyerhaeuser Notes (IS)SUSTAINABLE FORESTRY INRIATNE l Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation details. (www.woodb�yy.coml 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 calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support informatlon have been provided by Forte SoRware Operator ; Forte Software operetor dob Notes 7/10/2014 10:12:20 AM Ryan Fn�z Gonyea Homes � Forte v4.6,Design Engine:V6.1.1.5 ! Lyman Lumber company Miller Residence i 195 Krntyre Lane.4te (952)470-4803 195 Kiniyre Lane Ryan Fritz'a�lvmanlumbercom Orono MN 7/9/2014 i P8g@ 21 Of 43 _ . . _ ..... .._. ...... .. .._ .__. ....... .._._ . ...... ......� % MEMBER REPORT Main Floor, Wdw Hdr Gara e front PASSED .IFORTE � g 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'3" y. :�r .,a__ y.�. � . �. _ ...�,. .,�� r"*z�.: e ,�s�"��. . + + O O � 2, � � � All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual __ - - — - — - -__-- Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall Member Readion Qbs) 1105 @ 0 1913(1.50") Passed(58%) - 1.0 D+ 1.0 5(All Spans) Member Type:Header Shear Qbs) 225 @ 10 3/4" 2872 Passed(8%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 621 @ 1'1 1/2" 3946 Passed(16%) 1.15 1.0 D+1.0 5(All Spans) I Building Code:iBC Live Load DefL(in) 0.001 @ 1'1 1/2" 0.075 Passed(LJ999+) -- 1.0 D+1.0 S(All Spans) 'i Design Methodo�ogy:ASD Total Load Defl.(in) 0.002 @ 1'1 1/2" 0.112 Passed(LJ999+) -- 1.0 D+1.0 5(All Spans) •DeFlection criteria:LL(U360)and TL(Uz40). •Bracing(Lu):All compre5sion 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 stabiliry. •Applicable calculations are based on NDS 2005 methodology. Bearing Loads to Supportr(Ibs) '�$UppOPtS Total Available Required Dead Snow Total Accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 337 768 1105 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 337 768 1105 None �'. Tribupry Dead Snow , '�.LOBdS Location Width (0.90) (1.15) Comments �'� 1-Uniform(PSF) 0 to 2'3" 19'6" 15.0 35.0 roof Weyefiaeuser Notes (1�SUSTAiP41BLE f-0RESTRY INRIAiNE l Weyerhaeuser wartantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbp,yy.coml Acceswries(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 produd application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operaror dob Notes 7/10l2014 10:12:20 AM !, Rya�Fr�tz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 '! Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470-4803 195 Kinryre Lane � Rvan Fritz Ivmanlumber.com Orono,MN 7/9/2014 Page 22 of 43 � .._... ... . ... . .... . ...._ ._. _.. ..... ____ ..... ....... ..... � MEMBER REPORT Main Floor, Wdw Hdr Gara e front PASSED �)FORTE ` g 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'9" �,������� � ,:._ ._,� � ..:��. ,.�..�� , ..���.�; :-a�,�,. - ,�_.,� � � + + 0 0 � 2� �` 2� 2� 0 � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _ _ — ---- —_ _------ ------- �DQ51 n Results Actual @�Location Altovued Result LDF load:Combination(Pattern) System:Wall Member Reaction(Ibs) 1191 @ 2'3" 3825(3.00") Passed(31%) 1.0 D+ 1.0 5(Adj Spans) Member 7ype:Header Shear Qbs) 218 @ 1'4 1/4" 2872 Passed(8%) 1.15 1.0 D+1.0 S(Adj Spans) ' euilding Use:Residential Moment(Ft-Ibs) -247 @ 2'3" 3946 Passed(6%) 1.15 1.0 D+1.0 S(Adj Spans) Buiiding Code:IBC Live load DeFl.(in) 0.000 @ 5'8 13/16" 0.075 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) Design Methodology:n5� 'Total Load DeFl.(in) 0.001 @ 11 13/16" 0.112 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) i_---- _-- — - —— •Deflection criteria:LL(L/360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'9"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. ---Bearing-�----- � Loadsto5upports�(Ibs). .- ----- —� I$Upp01t5 Total Available Required Dead Snow Total Accessories �1-Trimmer-SPF 150" 1.50" 1.50° Z85 151 436 None � 2-Trimmer-SPF 3.00" 3.00" 1.50" 784 408 1192 None 3-Trimmer-SPF 3.00" 3.00" 1.50" 784 408 1192 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 285 151 436 None 7 ' Tributary ' Dead Snow I Loads �ocar;oo w�ari, �0.90� �i.is� comme�rs �1-Uniform(PSF) 0 to 6'9" 4'6" � 25.5 35-0 roof 2-Uniform(PLF) 0 to 6'9" N/A 195.0 - gable � _ -- Weyerhaeuser Notes �$USTAINABIE FORESTRY INRIATNE Weyerhaeuser warrants that the sizing of itr productr 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.woodb�yy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designcd 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 calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable foreshy standards. The product applicadon,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operetor ,lob Notes 7/10/2014 10:12:20 AM ' Ryan F�itz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4503 195 Kintyre Lane Rvan Fr�cz@ivmaniumbercom Orono,MN iisizoia Page 23 of 43 ��F O R T E + MEMBER REPORT Main Floor,Door Hdr Mudroom PASSED 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overail Length:3'1" _ .� �: + + o p � 2���„ e 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual -- __- ------ _ __- — __ DC51 n Results Actual @ Locallon Allowed ResuR LDP Load:CombinaUon(Pattern) � System:Wall Member Reaction(Ibs) 646 @ 0 1913(1.50") Passed(34%) -- 1.0 D+ 1.0 S(All Spans) MemberType:Header Shear(Ibs) 270 @ 10 3/4" 2872 Passed(9%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Use:Residential Moment(Ft-Ibs) 498 @ 1'6 1/2" 3946 Passed(13%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Code:IeC Live Load DeFl.(in) 0.001 @ 1'6 1/2" 0.103 Passed(l,/999+) -- 1.0 D+ 1.0 S(All Spans) Design Methodology:nSo Total Load DeFl.(in) 0.003 @ 1'6 1/2" 0.154 Passed(L/999+) - 1.0 D+ 1.0 S(All Spans) ---__ ___ _-- •DeFlection criteria:LL(U360)a�d TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'1"o/c unless detailed othenvise.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(Ibs) '��SUPPOI'CS 7ota1 Arailable Required Dead F�O°� Snow Total Accessories � live 1-Trimmer-SPF 1.50" 1.50" 1.50" 457 62 189 708 None '' 2-Trimmer-SPF 1.50" 1.50" 1.50" 457 62 189 708 None - -.. ..------------ — -._._. Tributary Dead Floor Live Snow Loads �ocaaa, w�dn, �0.90� �i.00) �i.is� car�r„eors �1-Uniform(PSF) 0 to 3'1" 1' 15.0 40.0 - Floor '2-Uniform(PLF) 0 to 3'1" N/A 200.0 - - wall � 3-Uniform(PSF) 0 to 3'1" 3'6" 21.2 - 35.0 roof - -..___ .___.----- --___— _.----- � Weyerhaeuser Notes (L�SUSTAINABLE fORESTRY INITIATIVE l Weyerhaeuser warrantr that the sizing of itr 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.woodb�yy.coml Accessories(Rim Board,Blocldng 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 calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable for�try standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Sottware Operator ,1ob Notes 7/10/2014 10:12:20 AM Ryan Fnr conyea r+omes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane Ryan Fritz�alymanlumber.com Orono,MN 7/9/2014 P8g2 24 Of 43 � MEMBER REPORT Main Floor, Wdw Hdr Mud Rm PASSED iIFORTE � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'4 1/2" + 1 + 0 0 g 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 Desi n Results AcWal @ Location Atlowed Result LDF Load:Cambination(Pattem) System:Wall Member Reaction(Ibs) 4098 @ 3'3" 5738(3.00") Passed(71%) — 1.0 D+ 1.0 5(All Spans) Member Type:Header Shear(Ibs) 2475 @ 2'4 1/4" 4308 Passed(57%) 1.15 1.0 D+ 1.0 S(All Spans) i euilding Use:Residential Moment(Ft-Ibs) 2657 @ 2'7" 5919 Passed(45%) 1.15 1.0 D+ 1.0 S(All Spans) euilding Code:iBC Live Load Defl.(in) 0.006 @ 1'8 1/2" 0.108 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) �esign Methodoiogy:ASD Total Load Defl.(in) 0.010 @ 1'8 1/2" 0.162 Passed(LJ999+) -- 1.0 D+0.75 L+0.75 5(All Spans) •DeFlection[riteria:LL(LJ360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculatlons are based on NDS 2005 methodology. Bearing-------- ---------LoadstoSuPpats(Ibs) --------��-- Supports Totai Available Required uead Fi�` s�ow rorai accessories 1-Trimmer-SPF 1.50" 1.50" 1.50" 765 683 583 2031 None 2-Trimmer-SPF 3.00" 3.00" 214" 1838 735 2261 4834 None Tributarv Dead Floor Live S�row Loads i.owt�o� w�dm �0.90� �i.00� �i.is� commenu 1-Uniform(PSF) 0 to 3'4 1/2" 10'6" 15,0 40.0 - floar '� 2-Uniform(PLF) 0 to 3'4 1/2" N/A 80.0 - - wall Unked from:Wdw 3-Point(Ib) 2'7" N/A 1766 - 2844 Hdr Bed#3,Support 2 Weyerhaeuser Notes �SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser warrantr that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published d�ign values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www woodbpyy coml Accessories(Rim Board,Bloclting Panels and Squash Blaks)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 calculation is compatible wifh the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator ; Forte Software operaror .lob Notes 7/10J2014 10:12:20 AM 'I Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 ; Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane 'I Rvan FMz;¢Ivmanlumber.com Orono,MN 7/9/20�4 Page 25 of 43 �� MEMBER REPORT Main Floor, WdwHdrDining PASSED �� F O R T E , 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:8'3" 0 1 1 0 � �� � Z�6" � 2�6. 2�6" 0 0 � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ___ DeSI n Results Actual @ Location Allowed Result LDP Load Combination(Pattern) System:Wall Member Reaction Qbs) 3141 @ 2'9" 3825(3.00") Passed(82%) — 1.0 D+0.75 L+OJS 5(Adj Spans) Member Type:Header Shear(Ibs) 1049 @ 1'10 1/4" 2498 Passed(42%) 1.00 1.0 D+1.0 L(Adj Spans) euiiding Use:Residentlal Moment(Ft-Ibs) 855 @ 6'11" 3431 Passed(25%) 1.00 1.0 D+1.0 L(Alt Spans) euilding Code:IBC Live Load DeFl.(in) 0.002 @ 6'11 5/16" 0.092 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(Alt Spans) Desi9n Methodology:a5D Total Load Defl.(in) 0.004 @ 6'11 9/16" 0.138 Passed(U999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) •Deflection criteria:LL(L/360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'3"o/c unless de�iled othenvise.Proper attachment and positloning of lateral bracing is required to achieve member stability. •Applicable calalatlons are based on NDS 2005 methodology. .._--. _..._ ___- - ------ � ' Bearing Lwds to Supports(Ibs) ',. Supports Total Available Required Dead Floor Snow Total Accessories ���e �.1-Trimmer-SPF L50" 1.50" 1.50" 6ll 619/-69 303 1539/-69 None �'� 2-Trimmer-SPF 3.00" 3.00" 2.46" 1412 1650 656 3718 None 3-Trimmer-SPF 3.00" 3.00" 234" 1300 1650 589 3539 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 664 619/-69 329 1612/-69 None Tributarv Dead Plaor Live Snow �'��.. �'�Loads �ocation wian, (0.90) (l.00) (i.is) cornroents �1-Uniform(PSF) 0 to 8'3" IZ'6" 15.0 40.0 Floor 2-Uniform(PLF) 0 to 8'3" N/A 80.0 - - wall 3-Uniform(PLF) 0 to 1'10" N/A 65.0 - - gable 4-Uniform(PSF) 0 to 1'10" 2'6" 25.5 - 35.0 roof 5-Uniform(PSF) 6'SO°to 8'3" 2'6" 25.5 - 35.0 roof 6-Unifortn(PLF) 6'10"to 8'3" N/A 65.0 - - gable 7-Unifortn(PSF) 0 to 8'3" 3'6" 16.8 - 359 roof Linked from:Wdw 8-Point(Ib) 1'10" N/A 413 - 241 Hdr Bed#2,Support 1 Linked from:Wdw 9-Point(Ib) 6'10" N/A 413 - 241 Hdr Bed#2,Support 2 Weyerhaeuser Notes n wsrniniasie ForrEsmr wmnrn� l Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrandes related to the software.Refer to current Weyerhaeuser literature for installation details. ��(www woodbvwv mml Accessories(Rim Board,8bcldng 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 calculation is compatlble with the overall project.Productr manufadured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Sottware Operetor .lob Notes 7/10/2014 10:1220 AM ' Ryan Fri�z conyea Homes Forte v4.6.Design Engine:V6.1.1.5 '�, Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470-4803 195 Kintyre Lane � R� FritzCo�lymanlumber.com Orono.MN 7/9/20�4 Page 26 of 43 � MEMBER REPORT Main Floor,Dro Beam Porch ri ht horiz PASSED %�F O R T E , 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 10'6" `�� x•��,.« � r. �. � %�� ^T�3�.,C. 3" !:.:7✓ ._ . + + Q � 11 � 11 I 9�9„ 6„ I 6 �� � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual �De51 n Results Actual�Lxation Allowed ResuR LDF Load:Combinadon(Pattern) � System:Floor Member Reaction(Ibs) 1261 @ 3" 1913(1.50") Passed(66%) — 1.0 D+1.0 S(Alt Spans) Member Type:Drop Beam Shear(Ibs) 1056 @ 1'1/4" 2872 Passed(37%) 115 1.0 D+1.0 5(Alt Spans) Building Use:Residential Moment(Ft-Ibs) 2989 @ 4'11 7/8" 3946 Passed(76%) 1.15 1.0 D+1.0 S(Alt Spans) suilding Code:IeC Live Load Defl.(in) 0.116 @ 5'1/16" 0.317 Passed(L/985) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:aSD i Total Load DeFl.(in) 0.176 @ 5'1/16" 0.476 Passed(L/650) -- 1.0 D+1.0 S(Alt Spans) •DeFlection Criteria:LL(LJ360)and TL(Uz40). •Overhang deFlection criteria:LL(2L/360)and TL(2LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stzbility. •Applicable calculatlons are based on NDS 2005 methodology. _ __ --_- — . ---_-- - Bearing Loads to SuPPorts(Ibs __ � _�, I$UPPOI'CS Total Available Required Dead Snow Todl Accessories � ' 1-Hanger on 9 1/4"SPF beam 3.00" Hanger' 1.50" 451 874 1325 See note' 2-Column-SPF 5.50" 5.50" 1.50" 501 966 1467 Bloctdng •Blocking Panels are assumed to carry no loads applied direcUy above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional informabon and/or requirementr. __. ..--_. .._.------.__..—— —._.. .. . . ..__ ..._-- _—._-_—_ _ ____ _._..._...__. rConnector:Sim son Stron -Tie Connectors �Support Model Seat Length Top Nails Pace Nails Member Nails Accessories �'� 1-Face Mount Hanqer U210-2 2.00" N/A 14dOd common 6-lOd mmmon Tributary Dead Snow Loads �ocar;on wiam �0.90) (i.is) comm�cs ,1-Uniform(PSF) 0 to 10'6" 5' 16.8 35A roof _ ___— — -..._.--- --- -- /� Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INRIATIVE l ��Weyerhaeuser warrants that the sizing of ifs products will be in acwrdance 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. (�ww.woodhwv_y ry�ml 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 the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculatlon is compatlble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The product application,input design loads,dimensions and wpport informatlon have been provided by Forte Software Operator Forte SoRware operator Job Notes 7/10/2014 10:12:21 AM Ryan Fritz Gonyea Homes FOrt@ v4.6,D2sign Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470�803 195 Kinryre Lane Ryan Fri�z@iymarnumbercom Orono.MN �isrzoia Page 27 of 43 � MEMBER REPORT Main Floor,Dro Beam Porch ri ht vert PASSED .1FORTE � p g 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overail Length:9'3" + + o --— -- -- o �' 6„ 8,6„ �L �� a o All locations are measured from the outside face of left suppoR(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual — —__. _ ---__ _ —.._— — DQ51 0 ReSUltS Actual @ L«ation Allowe.d Result LOF Load:Combination(Pattern) ����� System:Floor Member Reaction(Ibs) 2849 @ 8 3/4" 7013(5.50") Passed(41%) -- 1.0 D+1.0 5(All Spans) � Member Type:Drop Beam Shear(Ibs) 2053 @ 1'8 3/4" 2872 Passed(71%) 1.15 1.0 D+ 1.0 S(All Spans) ; Building Use:Residentlal Moment(Ft-Ibs) 3257 @ 3'9 3/16" 3946 Passed(83%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.085 @ 4'7 1/4" 0.280 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) �esign Methodology:a5o Total Load Defl.(in) 0.143 @ 4'7 7/16" 0.420 Passed(U�07) — 1.0 D+ 1.0 S(Alt Spans) I ----- --- —.. •Deflection criteria:LL(LJ360)and TL(L/240). •Overhang deflection criteria:LL(2LJ360)and TL(2L/240). •Brecing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positloning of late2l bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. — ---.._ .. . ._--� -------�—��-- __ _. .._ _ ....— Bearing Loads to SuPPo►ts(�bs) __ I I SUppO1t5 Total Available Required Dead Snow Total Accessories � �1-Column-SPF 5.50" 5.50" 2.23" 1129 1720 2849 Blocking j 2-Trimmer-SPF 3.00" 3.00" L50" 329 453 782 None --_. .--. __ . —_... __.__.. --�- ---- •Blaking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. '�. Tribu�ry Dead Snow Loads ��t�o� w�an, �o.so� �i.is> commen�s 1-Uniform(PSF) 0 to 2' 7'6" 25.5 35A roaf 2-Uniform(PSF) 2'to 6' S'6" 25.5 35.0 roof � Linked from:Drap 3-Point(Ib) 2' N/A 451 874 Beam Porch nght horiz Su rt 1 Weyerhaeuser Notes �SUSTAINABIE FORESTRY IN(TIATNE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodh�p,yy.c�ml Accessories(Rim Board,8locking Panels and Squash Blocks)are not designed by this soRware.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 rxord,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facildies are third-party certified to sustainable forestry standards. The product applicado�,input design loads,dimensions and support informatlon have been provided by Forte Software Operator Forte Software Operator �ob Notes 7/10/2014 10:12:21 AM Ryan Fraz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 I Lyman Lumber company Miller Residence 195 Kintyre Lane.4te ! (952)470-4803 195 Kintyre Lane � Rvan Fritz@lymanlumbercom Orono.MN 7/9l2014 Page 28 of 43 � MEMBER REPORT Main Floor,Dro Beam Porch left vert PASSED '.1FORTE � p 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:9'3" + 1 + � o ;; „ � 6�, ,_ 8�6�� �L �f 0 � All locations are measured from the outslde face of left suppoR(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual --___ __ - _— --_ —_ —_ _— Desi n Results Actual @ Location Allowed Result LDF Load:Canbination(Pattern) System:Floor Member Reaction(Ibs) 2024 @ 9'1 1/2" 5738(3.00") Passed(35%) -- 1.0 D+ 1.0 S(Alt Spans) Member Type:orop seam Shear Qbs) 1698 @ 1'8 3/4" 4308 Passed(39%) 115 1.0 D+ 1.0 5(All Spans) euilding Use:Residentlal Moment(Ft-Ibs) 4930 @ 5'4 9/16" 5919 Passed(83%) 1.15 1.0 D+1.0 S(AI[Spans) Building Code:ISC Live Load Defl.(in) 0.085 @ 4'11 1/8" 0.280 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) oesign Methodoiogy:a5D i Total Load Defl.(in) 0.145 @ 4'11 1/8" 0.420 Passed(L/697) -- 1.0 D+ 1.0 S(Alt Spans) -- — -- - --_ --— --- �DeFlectlon criteria:LL(1J360)and TL(LJ240). •Overhang deFlecdon criteria:LL(2U360)and TL(2LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positloning of lateral bracing is required to achieve member stability. •Applicable calculatlons are based on NDS 2005 methodology. _.. _.—..Bearing ..._ ___.._—....loads to SuPPo►ts(Ibs). . _ .—_ . . __-..._._.._� Supports 7otal Available Required Dead Snow 7oGil Accessories � 1-Calumn-SPF 5.50" 5.50" 150" 1059 1441 2500 Blocking �I 2_Trimmer_SPF 3.00" 3.00" 1.50" 845 1179 2024 None i •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. __—__ Tributarv Dead Snow —____ __ __� Loads �ocaLon w�an, �o.eo) �i.is� commeots i �-Uniform(PSF) 0 to 5'6" 7'6" 25.5 35A roof 2-Uniform(PSF) 5'6"to 9'3" 5'6" 25.5 35.0 roof � Linked from:Drop 3-Point pb) 5'6" N/A 232 450 Beam Porch left h riz Su rt 2 -------- —�------ —�----- --- ;Weyerhaeuser Notes �SUSTAINABLE FORESTRY INRIA7NE !Weyerhaeuser warrantr that the sizing of itr productr will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installation details. I(�ww woodbppry.coml Aaessories(Rim Board,Blocldng Panels and Squash Blocks)are not d�igned by this software.Use of this soRware is not intended to I circumvent the need for a design professional as determined by the authority having junsdiction.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 certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator � Forte Software Operator ,lob Notes 7/10/2014 10:12:21 AM ' Ryan Fri�z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 ILyman Lumber company Miller Residence 195 Kmtyre Lane.4te (952j 470-0803 195 Kintyre Lane IRyan Fritz�lymanlumbercom orono,MN 7/9/zola Page 29 of 43 � MEMBER REPORT Main Floor,Dro Beam Porch left horiz PASSED .IFORTE � p 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:6'3" ��� :r ��� � �=;�x: ������ .��� �' , t, �.� ...s.,- ,- � � - . + + 0 0 �� �� � 6" 5'6" � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual �Desi n Results ncwai�a�ocadan aiowea Res�it LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 624 @ 6' 1913(1.50") Passed(33%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Drop Beam Shear(Ibs) 439 @ 5'2 3/4" 2872 Passed(15%) 1.15 1.0 D+ 1.0 S(AI[Spans) euilding Use:Residentlal Moment(Ft-Ib5) 812 @ 3'4 13/16" 3946 Passed(21%) 1.15 1.0 D+1.0 5(Alt Spans) ' euilding Code:IBC Live Load Defl.(in) 0.010 @ 3'4 1/2" 0.176 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD ,Total Load DeFl.(in) 0.015 @ 3'4 1/2" 0.264 Passed(LJ999+) -- 1.0 D+1.0 S(Alt Spans) •DeFlection criteria:LL(LJ360)and TL(L/240). •Overhang deFlection criteria:LL(2l,/360)and TL(2LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'o/t unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculatlons are based on NDS 2005 methodology. Bearing Loads to Supports Qbs) 1 I Supports Tocai Available Rey���ea oeaa snow rorai nccessor�es I 1-Column-SPF 5.50" 5.50" L50" 282 538 820 Bloclting 2-Hanger on 9 1/4"SPP beam . 3.00" Hanger� 1.50" 232 450 682 See note� •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirementr. !Connector:Sim son Stron -Tie Connectors �Support Model Seat Length Top Nails Face Nails Member Nails Accessories � 2-Face Mount Hanger U210-2 2.00" N/A 14-lOd z 1-1/2 6-lOd x 1-1/2 -- — ---- ------ —._ . ._.. —_ ..---.......------ Tributary Dead Soow 'Loads �oca�on wiari, �0.90� �i.is� commena �1-Uniform(PSF) 0 to 6'3" 4'6" 16.8 35.0 roof Weyerhaeuser Notes n5U5TAINABLE FORESTRY INRIATNE l Weyerhaeuser warrantr that the sizing of its produtts will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installation details. ���.(www wmAb�y.mml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this wftware.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.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable I forestry standards. ���The produc[application,input design loads,dimensions and support information have been provided by Forte SoRware Operator Forte Software Operator .lob Notes 7/10/2014 10:1221 AM Ryan Fritz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kinryre Lane Rvan Fritz.�alymanlumber.com Orono,MN 7l9/20�4 Page 30 of 43 � MEMBER REPORT Main Floor,FrontDoorHdr PASSED .l F 0 R T E ° 2 p;e��s� 13i4"x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:6'8" �.. »�` a.,�W + + 0 0 � 6�2� F � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Actual @ Location Allowed Result LDF load:Combination(Pat6em) System:Wall Member Reac[ion(Ibs) 4834 @ 1 1/2" 7613(3.00") Passed(63%) — 1.0 D+OJS L+OJS S(All Spans) Member Type:Header Shedr Qb5) 3323 @ 1'1/2" 7902 Pd55ed(42%) 1.15 1.0 D+OJS L+OJS S(All Spans) Building Use:Residentlal Moment(Ft-Ibs) 7463 @ 3'4" 11985 Passed(62%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Code:IBC Live Load DeFl.(in) 0.096 @ 3'4" 0.214 Passed(L/800) -- 1.0 D+0.75 L+0.75 5(All Spans) �esign Methodology:ASD Total Load DeFl.(in) 0.176 @ 3'4" 0.321 Passed(U437) -- 1.0 D+0.75 L+0.75 S(All Spans) •DeFlection criteria:LL(U360)and TL(LJ240). •Bracing(Lu):All mmpression edges(top and bottom)mus[be braced at 6'8"o/c unless detailed othenvise.Proper atlachment and positioning of lateral bracing is required to achieve member stability. . _.__. __—. __ ..._ .._ _ .__. ___ _ � Bearing Loads to Supports(Ibs) SuPp01'�5 Total Available Required Dead Floor Snow Total Acceswries Live 1-Trimmer-SPF 3.00" 3.00" 1.90" 2190 1133 2392 5715 None �2-Trimmer-SPF 3.00" 3.00" 1.90".. I 2190 1133 Z392 5715 None � r 7ributary Dead Floor Live Snow Loads Wcatio� width (0.90) (1.00) (i.ls) Comments 1-Uniform(PSF) 0 to 6'8" 8'6" 15.0 40.0 - Floor 2-Uniform(PLP) 0 to 6'8" N/A 80.0 - - wall 3-Uniform(PSF) 0 to 6'8" 19'6" 21.2 - 35.0 roof 4-Uniform(PSF) 0 to 6'8" 1' 25.5 - 35A roof ,__—___ —.__ ..._ _ ____ _-- -- — - /� Weyerhdeuser Notes [Z�SUSTAINPBLE PORESiRV INITIATIVE l Weyerhaeuser warrantr that the sizing of itr 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 de[ails. (www woodnyy,�y coml 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 the authority having jurisdiction.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 certified to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support informadon have been provided by Forte Software Operator Forte Software operator .lob Notes 7/10/2014 10:12:21 AM Ryan F�az Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 ��'; Lyman Lumber ccmpany Miller Residence 195 Kintyre Lane.4te (952)470�803 195 Kintyre Lane Ryan Fritz lyman�umbeccom Orono.MN 71s�2ota Page 31 Of 43 j� MEMBER REPORT Main Floor, Wdw HdrLanding front PASSED ;/I F O R T E 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'3" + j + 0 0 � 2, � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal,;Drawing is Conceptual �D251 n Results AcWal @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall Member Reaction(Ibs) 1576 @ 0 1913(1.50") Passed(82%) 1.0 D+1.0 S(All Spans) Member Type:Header Shear Qbs) 20 @ 10 3/4" 2248 Passed(1%) 0.90 1.0 D(All Spans) Building Use:ResidenUal Moment(Ft-Ibs) 55 @ 1'1 1/2" 3088 Passed(2%) 0.90 1.0 D(All Spans) Building Code:IaC Live Load Defl.(in) 0.000 @ 0 0.075 Passed -- 1.0 D(All Spans) �esi9n Methodology:ASD 2L 999+ Total Load DeFl.(in) 0.000 @ 1'1 1/2" 0.112 Passed(L/999+) -- 1.0 D(AIl Spans) •DeFlection criteria:LL(l/360)and TL(L/240). •Bracing(Lu):All compression 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 stability. •Applicable cakulations are based on NDS 2005 methodology. . Bearing Loads to Supports(Ibs) � ISupports rorai Available Rey��rea oead snow roai nccessor�� 1-Trimmer-SPF 1.50" L50" 1.50" 662 914 1576 None �2-Trimmer-SPF 1.50" 1.50" 1.50" 98 - 98 None Tributary Dead Snow �Loads �ocac�on w�arn �0.90� �i.is� comments 1-Uniform(PLFj 0 to 2'3" N/A 80.0 - wall Linked from:Wdw �I 2-Point pb) 0 N/A 564 914 Hdr Landing front, ' 1 I W@YQCI1dEU5EC NOYeS (I�SUSTAINABLE FORESTRY INITIATNE l I Weyerhaeuser warrants 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 related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbr,yy.coml Accessories(Rim Board,Blocldng 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 calculatlon is compatlble with the overall project Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. IThe produd application,input design loads,dimensions and support informaGon have been provided by Forte Software Operator Forte Software Opereror Job Notes 7/10/2014 10:1221 AM �� Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470�SD3 195 Kintyre Lane � Ryan Fntzal manlumber.com Orono,MN 7/9/2014 Page 32 of 43 �I. ..... ..... _..... . .... . .._.. ._.. __.. ...._ ___ _... %�F O R T E � MEMBER REPORT Main Floor,Beam Foyer/Great Rm PASSED 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:8' — _ •�- �=7-� + + 0 0 � _ - � � � � � � � ' �,6., - � 0 All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual . _ -- ---__ �,Desi n Results Actual @ Location Allowed ResuR LDF Load:Combinadon(Patbern) System:Floor Member Reaction(Ibs) 3892 @ 1 1/2" 4463(3.00") Passed(87%) -- 1.0 D+1.0 L(All Spans) hlember Type:Flush Beam Shear(Ibs) 2878 @ 1'1/2" 6872 Passed(42%) 1.00 1.0 D+lA L(All Spans) Building Use:Residential Momen[(Ft-Ibs) 7304 @ 4' 10422 Passed(70%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load DeFl.(in) 0.170 @ 4' 0.194 Passed(L/547) -- 1.0 D+ 1.0 L(All Spans) ' Design Methodology:nSo Total Load DeFl.(in) 0.236 @ 4' 0.387 Passed(L/393) -- 1.0 D+1.0 L(All Spans) •Deflectlon criteria:LL(LJ480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ___----- ---_. ___-- --------_ _-__----- - �� � � Bearing Loads bo Suppats(Ibs) i I 'Supports ro�ai Available Req��rea o�a F�O°` raai Accessories ���e 1-Stud wall-SPF 3.00" 3.00" 2.62" 1092 2800 3892 Biocking 'I 2-Stud wall-SPF _ 3.00" 3.00" 2.62" 1092 2800 3892 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. — ____ . ..._._.__—� -----� � �� Tri6utarv Dead Floor Live 'Loads �o�c�on w�arn �0.90) (i.00) comme�,rs 1-Uniform(PSF) 0 to 8' ll'6" 15.0 40.0 floor �I Weyerhaeuser Notes f�SUSTAIfJABLE FORFSTRY INRIATIVE ��Weyerhaeuser warrants that the sizing of itr 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 woodnvwv.r�^ml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this wRware.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[o assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facildies are third-party certifed to sustainable forestry standards. The produd application,input design loads,dimensions and wpport informatlon have been provided by Forte Software Operator ' Forte Sottware Operator Job Notes 7/10/2014 10:12:21 AM ' Ryan Fr�cz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470�803 195 Klntyre�ane I Rvan Fritz_@IymaNumbeccom Orono.MN 7/9/2014 Page 33 of 43 i_ _ ._ _- _ _ _. % MEMBER REPORT Main Floor,Beam Butlers Pant PASSED %�F O R T E � 3 piece(s) 1 3/4"x 11 7/8" 1.55E TimberStrand0 LSL Overall Length: 11'3" =.�,r-> ,.:a;: �'s ..:--. „- � � . > 2, �• _ _ .,rz _,�,,.�,; �. ,.,t, .. ,..,.t: �...., ,g:.�,.,.�� ,.,,..� ..�..��:. .. + } 0 0 _ � � i � i ���6�� � � All loca[ions are measured from the outside face of left support(or left can[ilever end).All dimensions are horizontal.;Drawing is Conceptual __ _— -- — — -- — —. . — _ j DQ51 n Results Actual @ Lacation Allooved Result LDF Load:Combination(Pattem) System:Floor Member Reaction Qbs) 7070 @ 3" 10041(4.50") Passed(70%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear Qbs) 5355 @ 1'4 3/8" 12884 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) suilding Use:aesidentiai Moment(Ft-Ibs) 18157 @ 5'7 1/2" 23930 Passed(76%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load DeFl.(in) 0.269 @ 5'7 1/2" 0.269 Passed(L/479) -- 1.0 D+1.0 L(All Spans) oesign Metl,odology:n5D j Total Load DeFl.(in) 0.376 @ 5'7 1/2" 0.538 Passed(L/343) -- 1.0 D+lA L(All Spans) ' • Deflecqon criteria:LL(LJ480)and TL(U240). � •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. � — -- - _.— —�--._—. . — — -------! . ...—...- Bearing ..—.. . I.oads to SuPpats(Ibs) I ��SUpP01't5 Total Available Required Dead FIO°r Total Accessories I Live � 1-Stud walt-SPF 450" 4.50" 3.17" Z008 5063 7071 Blocking I 2-Stud wall-SPF 4.50" 4.50" 3.03" 1924 4838 6762 Blocking J •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. �— ---..--- -- -- - � Tributary Dead Floor Live I Loads �ocar;on widm �0.90� ��.00� comments I 9-Uniform(PSF) 0 to i l' 22'6" 15.0 40.0 floor Weyerhaeuser Notes �SUSTAINABLE fORESTRY INITIATIVE I Weyerhaeuser warrants that the sizing of itr 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.wooAny.yyy,ro�.m1 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 the authority having jurisdiction.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 certified to sustainable forestry standards. The product application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator Forte Software Opereror dob Notes 7/10/2014 10:1221 AM Ryan Fritz Gonyea Homes Farte v4.6,Design Engine:V6.1.1.5 Lyman�umber company Miiler Residence 195 Kintyre Lane.4te (952)470-4803 �95 Kintyre Lane Ryan Fritz@Iymaniumber.com Orono.MN 7l9/2014 PBgB 34 Of 43 � MEMBER REPORT Main Floor, SR Arch Hdr PASSED u�F O R T E � 2 p�ece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:3'3" �, � ,�; _ + + 0 0 e 3� � � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual I De51 n Results Actual @ Location Allowed Result LDF Load:CombinaUon(Pattern) i System:Wall I Member Readion(Ibs) 1888 @ 0 1913(1.50") Passed(99%) -- 1.0 D+ lA L(All Spans) Member Type:Header I Shear Qbs) 847 @ 10 3/4" 2498 Passed(34%) 1.00 1.0 D+ lA L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1534 @ 1'7 1/2" 3431 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) suilding Code:isC Live Load Defl.(in) 0.008 @ 1'7 1/2" 0.108 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:n5D Total Load Defl.(in) 0.011 @ 1'7 1/2" 0.162 Passed(LJ999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(LJ360)and TL(U240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3"o/c unless detailed otherwise.Proper attachment and positloning of late2l b2cing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Loads to SupporLs(Ibs) ��i$l1PPOI't5 Total Available Required Dead F�1.re� Tolal Accessories � 1-Trimmer-SPF 1.50" 1.50" 1.50" 523 1365 i88S None � 2-Trimmer-SPF 1.50" 1.50" 1.50" 523 1365 1888 None �i ' Tributarv Dead Floor Live � ',Loads �oca�a, w�da, �0.90� (i.00� comments � '1-Uniform(PSF) 0 to 3'3" 21' 15.0 40A Floor j --.._____-_._._---------------- /� j Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATNE l j Weyerhaeuser warrantr that the sizing of itr productr will be in aaordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly dixlaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodh�yy.c�ml Accessories(Rim Board,Blaldng 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 I assure that this calculation is mmpatible 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 Forte Software Operator ' Forte Software Operator Job Notes 7/10l2014 10:12:21 AM ; Ryan Fr��z �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 ! Lyman Lumber company Miller Residence 195 Kintyre Lane.4te ; (952)470-4803 195 Kintyre Lane ' Ryan Fritz�^Iymanlumber.com Orono.MN 7I9/2014 P3g0 35 Of 43 ��r O R T E � MEMBER REPORT Main Floor,Flush Beam Stainvell PASSED 2 piece(s) 1 3/4"x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:8'6" ;�. __�� __� _� .r,� z- �.,.�� ... .�, � ,.� �fi, �`, ,� + + 0 0 • � - � _ ' a' a o All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizon[al.;Drawing is Conceptual `Desi n Results actuai��ocaaor� auowed Resuit LDF load:Combination{Pattem) System:Floor Member Reaction Qbs) 2732 @ 1 1/2" 4463(3.00") Passed(61%) -- 1.0 D+ lA L(All Spans) Member Type:Flush Beam Shear Qbs) 2063 @ 1'1/2" 6872 Passed(30%) 1.00 1.0 D+ lA L(All Spans) Building Use:Residentlal I Moment(Ft-Ibs) 5470 @ 4'3" 10422 Passed(52%) 1.00 1.0 D+ lA L(All Spans) suilding Code:[BC Live Load DeFl.(in) 0.141 @ 4'3" 0.206 Passed(U�Ol) -- 1.0 D+ lA L(All Spans) Design Methodology:ASD �Total Load DeFl.(in) 0.197 @ 4'3" _ 0.412 Passed(LJ502) -- 1.0 D+1.0 L(All Spans) I •DeFlection criteria:LL(U480)and TL(1J240). •Bracing(Lu):All tompression edges(top and bottom)must be braced at 8'6"o/c unless detailed othenvise.Proper attachment and positloning of late2l bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) � Supports Total Arailable Required Dead F��� Total Accessories ! ��re �1-Stud wall-SPF 3.00" 3.00" 1.84" 777 1955 2732 Blocking 2-Stud wall-SPF 3.00" 3.00" 1.84" 777 1955 2732 Bloclting •Bloclting Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. � Tri6utarv Dead Floor Live �I Loads �«aaa, w�drn �0.90� �i.00� commencs i �-Uniform(PSF) 0 to 8'6" 11'6" 15.0 40.0 Floor I,WeyC�F188USe�NOCeS (Ij)$USTAINABtE FORESTRY INITIATIVE l Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser produd design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the software.Refer to current Weyerhaeuser literature for installatlon details. (www.woodbpqy.coml Accessories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this soRware.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 rxord,builder or framer is responsible to assure that this calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operetor .lob Notes 7/10/2014 10:12:21 AM Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane I Ryan Fntz,^alvmanlumber.com Orono,MN 7/9/2014 Page 36 of 43 � MEMBER REPORT Basement,PatioDoorHdrPoolRm PASSED il�F O R T E 2 piece(s) 13/4"x 9 1/2" 1.55E TimberStrand0 LSL Overall Length:9'6" � x:�'"a�.a� Y � � "r"�� x + } O Q � 9' � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual _-- ---_ ____. __—_—_ _ — — - ----.— i Desi n Results AcWal @ Location auowea Resuit �oF Load:Combination(Pattem) System:Wall Member Reaction Qbs) 2867 @ 1 1/2" 7613(3.00") Passed(38%) -- 1.0 D+0.75 L+OJS S(All Spans) Member Type:Header Shear Qbs) 2069 @ 1'1/2" 6872 Passed(30%) 1.00 1.0 D+lA L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5967 @ 4'9" 10422 Passed(57%) 1.00 1.0 D+lA L(All Spans) Building Code:isC Live Load Defl.(in) 0.059 @ 4'9" 0.308 Passed(L/999+) -- 1.0 D+0.75 L+0.75 5(All Spans) �esign Methodoiogy:ASD Total Load DeFl.(in) 0.285 @ 4'9"_ 0.463 Passed(L/389) -- 1.0 D+0.75 L+OJS S(All Spans) •Deflection criteria:LL(tJ360)and TL(LJ240). � • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ..... _.. --- - --.—_.—__ .__ .—_—.._ . ._...__. __ ..— -� — — -- -- —..—_- .— ._ __. ._ .-... � Bearing Loads to Supports(Ibs) Supports Total Arailable Required Dead Floor Snow Total Accessories Live 1-Trimmer-SPF 3.00" 3.00" L50" 2270 380 416 3066 None 2-Trimmer-SPF 3.00" 3.00" 150" 2270 380 416 3066 None . ..__...____— ___ . _.. _.--. ..- ..__.. ____ _.---- —-��------__--- ----� Tributary Dead Ploor Live Snow i !Loads �o�c;o„ w�art� �0.90� �i.00� �i.is> comrr�e�ts '1-Uniform(PSF) 0 to 9'6" 2' 15.0 40.0 - floor 2-Uniform(PLF) 0 to 9'6" N/A 400.0 - - wall .3-Uniform(PSF) 0 ta 9'6" 2'6" 15.0 - 35.0 roof � Weyerhaeuser Notes n SUSTAINABIE fORES7RY INITIATIYE l �� Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installatlon details. (www.woodb�yy.c�ml 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 the authority 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 Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator ! Forte Software Operetor dob Notes 7/10/2014 10:12:21 AM , Ryan Fri�z Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 � Lyman Lumber company Miller Residence 195 Kintyre Lane.4te ' (952)470-4803 195 Klntyre Lane � Ryan Fntz;a�ivmanlumber com Orono,MN 7/9/20�4 Page 37 of 43 i � MEMBER REPORT Basement, Wdw Hdr Theater PASSED �� F O R T E � 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 11'3" . _ ,, „. „ ,.,� ,.� ,,.�h � .... » .....,. �" ..N,..... x� .,. .r�; � -__ , , ..., •:. _ . _.. p_,... .. . . � + + � � 3'6" �' 3'6" 3'6" � 0 � � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Desi n Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall ��Member Reaction Qbs) 2368 @ 7'6" 3825(3.00") Passed(62%) -- 1.0 D+OJS L+OJS S(Adj Spans) htember 7ype:Header Shear(Ibs) 709 @ 8'4 3/4" 2498 Passed(28%) 1.00 1.0 D+ 1.0 L(Adj Spans) suilding Use:Residential Moment(Ft-Ibs) -750 @ 3'9" 3431 Passed(22%) 1.00 1.0 D+1.0 L(Adj Spans) �i euilding Code:[BC Live Load Defl.(in) 0.001 @ 9'S 3/8" 0.125 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) oesign Methodology:ASD Total Load DeFl.(in) 0.005 @ 9'6 1/16" 0.188_ Passed(L/999+) -- 1.0 D+OJS L+OJS S(Alt Spans) _ •DeFlection criteria:LL(LJ360)and TL(LJ240). � •Bracing(Lu):All compression edges(top and bottom)must be braced at 11'3"o/c unless detailed otherwise.Proper attachment and positioning of la[eral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. �-------___. '� Bearing Loads to Supports(Ibs) i$Upp01't5 Total Available Required Dead F��°e` Snow Toral accessw;es 1-Trimmer-SPF 1.50" 1.50" 1.50" 660 135/d5 139 934/-15 None � �2-Trimmer-SPF 3.00" 3.00" 1.86" 1515 360 377 2552 None 3-Trimmer-SPF 3.00" 3.00" 1.86" 1815 360 377 2552 None 4-Trimmer-SPF 1.50" 1.50" 1.50" 660 135/-15 139 934/-15 None � ----_..— --- --- -____ _ _-_. _____— _._-_ . Tributary Dead Ploor Live Snow . Loads �ocatoo w�dm �0.90) (i.00� �i.is� ca„�,eors I 1-Uniform(PSF) 0 to 11'3" 2' 15.0 40.0 - Floor '2-Unifortn(PLF) 0 to 11'3" N/A 350.0 - - wall �3-Uniform(PSF) 0 to 11'3" 2'6" 21.2 - 35.0 roof �W eey rhdeuser Notes �SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrantr that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. IWeyerhaeuser expressly disclaims any other warrantles related to the wftware.Refer to current Weyerhaeuser literature for installatlon details. ,(www.woodbyy�y.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to �cirwmvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The produd applicadon,input design loads,dimensions and support informatlon have been provided by Forte Software Operator I Forte SoRware Operator .lob Notes 7/10/2014 10:1221 AM � Ryan Fr�tz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 '�, Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)4701t803 195 Kinryre Lane Rxan Fnczna ivmanwmber com Orono MN 7/9/2014 Page 38 of 43 � MEMBER REPORT Basement, Wdw Hdr LL Bed PASSED .1FORTE � 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:2'9" + _� _� + o - - o r�e b� ���� rW �+ � *� � z�6" a o Ail locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ----------- - - -- —--- ----- __----------- '.De51 n Results ACWaI @ location Allowetl Result LDF Load:Combination(Pattem)[Group] �'�, System:Wall Member Reaction Qbs) 2860 @ 2'9" 2869(1.50") Passed(100%) -- 1.0 D+1.0 S(All Spans)[1] Member Type:Header Shear(Ibs) 101 @ 10 3/4" 3746 Passed(3%) 1.00 1.0 D+1.0 L(All Spans)[1] Building Use:Residentlal I Moment(Ft-Ibs) 199 @ 1'4 1/2" 5147 Passed(4%) 1.00 1.0 D+1.0 L(All Spans)[1] suiiding Code:IBC 'Live Load DeFl.(in) 0.000 @ 1'4 1/2" 0.092 Passed(L,/999+) -- 1.0 D+lA L(All Spans)[1] ' Design Methodology:n5o !Total Load Defl.(in) 0.001 @ 1'4 1/2" 0.138 _ Passed(L,/999+) — 1.0 D+lA L(All Spans)[1] •DeFlection criteria:LL(L/360)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 2'9"o/c unless detailed otherwise.Proper attachment and positloning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. I Bearing Loads to Supports(Ibs) ',$UPPOI't5 Total Arailabie Required Dead 4.re� Snow Total Accessories ��1-Trimmer-SPP 1.50" 1.50" L50" 539 152 481 lll2 None � '�2 Trimmer SPP 1.50" 1.50" 1.50" 1379 229 1481 3089 None � I'� Tributarv Dead Floor Live Snow � 'Loads �«aeon w�drn �0.90� �i.00� �i.is� commeocs ' ��.1-Uniform(PSF) 0 to 2'9" 2' 15.0 40.0 - Floor '� '�2-Unitorm(PLF) 0 to 2'9" N/A 90.0 - - wall � Linked from:Wdw 3-Point(Ib) 0 N/A 360 42/-6 481 Hdr Dinette left, s� ort i Linked from:Wdw 4-Point(Ib) 2'9" N/A 1200 119 1481 Hdr Dinette left, Su rt 2 ----- ------------ ----- -- /� Weyerhaeu5er Notes (Z�SUSTAINABLE FORESiR71NITIATNE l �I Weyerhaeuser warrants that the sizing of itr 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 delails. I(www.woodbpyy.coml Accessories(Rim Board,Blocldng Panels and Squash Blxks)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 retord,builder or framer is responsible to assure that this calculation is compatlble with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator I Foke Software Operetor dob Notes 7/10l2014 10:12:21 AM Ryan Fricz �onyea Homes Forte v4.6,Design Engine:V6.1.1.5 Lyman Lumber company Miller Residence 195 Kintyre Lane.4te (952)470-4803 195 Kintyre Lane Ryan Fritz@lymanlumber.com Orono,MN 7/9/2014 PBg2 39 Of 43 "��/I F O R T E � MEMBER REPORT Basement,Drop Beam Theater PASSED 3 piece(s) 1 3/4"x 18" 2.OE MicrollamQ LVL Overall Length: 15'4 1/2" 0 1 -� o ,4�s„ .. � 0 All locations are measured from the ou[side face of left support(or left cantilever end).All dimensions are horizontal.;Drawing Is Conceptual ;Desi n Results Actual @ Location a�owea Resu�t LDF Load:Combination(Pattern) System:Floor I Member Reaction Qbs) 15276 @ 3 3/4" 20672(5.25") Passed(74%) 1.0 D+ 1.0 L(All Spans) Member Type:Drop eeam I Shear Qbs) 11428 @ 1'11 1/4" 17955 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) euilding Use:Residential I Moment(Ft-Ibs) 54037 @ 7'6" 58130 Passed(93%) 1.00 1.0 D+lA L(All Spans) Building Code:ieC ;Live Load DeFl.(in) 0.320 @ 7'6" 0.492 Passed(LJ554) -- 1.0 D+1.0 L(All Spans) oesign Methodology:a5D I Total Load DeFl.(in) 0.457 @ 7'6" OJ38 Passed(U387) -- 1.0 D+1.0 L(All Spans) •Deflectlon criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compr�sion edges(top and bottom)must be braced at 3'S"o/c unless detailed otherwise.Proper attachment and positloning of lateral bracing is required to achieve member stability. '��.. Bearing Loads to Suppats(Ibs) �'�. �'....SUPPOt'tS Total Available Required Dead Floor Total Accessaries '�. Live �1-Column-PSL 515" 5.25" 3.88" 4704 10572 15276 None ��� '�.2-Column-PSL 5.25" 5.25" I 3.80" 4389 10583 14972 None ' � ''� Tribu�ry Dead Floor Live 'loads �.ocacion w�an, �0.90� �i.00� commenrs ',1-Uniform(PSF) 0 to 15'4 1/2" ll' 15.0 40.0 Floor �� '�2-Uniform(PLF) 0 to 7'6" N/A 90.0 - wall '�3-Uniform(PSF) 0 to 7'6" 17' 15.0 40.0 Floor �' linked from:Beam ',4-Point(Ib) 7'6" N/A 1092 2800 Foyer/Great Rm, s� rt i �' Linked from:Beam �i 5-PoiM Qb) 15'4" N/A 1092 2800 Foyer/Great Rm, Su rt 2 �,Weyerhaeuser Notes �wsrn�r,na�E wREsrRr�r,�rwrr� . �I Weyerhaeuser warrantr that the sizing of itr products will be in acmrdance with Weyerhaeuser product design criteria and published design values. I Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. �'�(www.woodbp,yy.coml Accessories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to i ciramvent the need for a design professional as determined by the authority having junsdiction.The designer of record,builder or f2mer is responsible to assure that this calculation is compatible with the overall project.Producfs manufactured at Weyerhaeuser facilities are third-party certifed to sustainable forestry standards. The produd applicatlon,input design loads,dimensions and support informatlon have been provided by Forte Software Operator Forte Software Operator .lob Notes 7/10/2014 10:12:22 AM �I Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 'i Lyman Lumber company Miller Residence 195 Kintyre Lane.4te i, (952)470-4803 195 Kintyre Lane I, Ryan Fritza�lymanlumber.com Orono.MN 7!9/2014 P2g8 40 Of 43 �� r O R T E MEMBER REPORT Basement,Flush Beam Game Rm PASSED 3 piece(s) 1 3/4"x il 7/8" 2.OE Microllamp LVL Overall Length:22' 1 3/4" + 1 11 1 1 � _ ; _ ; � ��: _� �'� 10'6" � � 10'3" � 'f � 0 � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual ---- ——-- --- —— ---------- — Desi n Results Actual�Location Allowed Resuk LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 30336 @ 11'3 1/4" 31500(8.00") Passed(96%) -- 1.0 D+lA L(All Spans) � Member Type:Flush eeam Shear(Ibs) 10229 @ 12'7 1/8" 11845 Passed(86%) 1.00 1.0 D+1.0 L(All Spans) suilding Use:Residentlal Moment(Ft-Ibs) -23219 @ 11'3 1/4" 26772 Passed(87%) 1.00 1.0 D+1.0 L(All Spans) ', Building Code:iBC Live Load DeFl.(in) 0.215 @ 16'7 7/8" 0.268 Passed(U598) -- 1.0 D+ 1.0 L(Alt Spans) I oesign Methodo�ogy:a5D Total Load DeFl.(in) 0.288 @ 16'8 7/8" 0.535_ Passed(L/446) -- 1.0 D+1.0 L(Alt Spans) --- ----- ------ •DeFlectlon criteria:LL(L/480)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3 15/16"o/c unless detailed othenvise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ---..__ ._ .. .. . ._----__------- ---------- ..._.... .. . . .__----._ .__---. . ..._ . --------- ---.._...__ _.._... Bearing Loads M Suppats Qbs) �� SuPpo� Total Available Required Dead U�r To�l Accessories I-Column-PSL 5.25' S.25` 2.52" 2520 �866� 9910/-866 Bloclting 2-Column Cap-steel 8.00" 8.00" 7J0" 8835 21501 30336 None 3348/- 3-Stud wall-PSL _3.50" 3.50"_ 1.87" 1327 639 4675/-639 Blaldng_ _ I, •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ---.._._. ..._.__._. .---- ._.--------- ----------. .. Tri6utary Dead Floor Live ', Loads wcacion w�am �0.90� �i.00� co�r��„��cs ' 1-Uniform(PSF) 0 to 18' 22'6" 15.0 40.0 Floor ' '2-Unifortn(PSF) 18'to 21'11" 3' 15.0 40.0 stairs 3-Uniform(PLF) 11'to 12' N/A 90.0 - wall 4-Uniform(PSF) 11'to 12' 21' 15.0 40.0 flaor 5-Uniform(PLF) 14'10"to 18' N/A 90.0 - wall 6-Uniform(PSF) 14'10"to 18' 21' 15.0 40.0 floor Linked from:Beam 7-Point(Ib) 0 N/A 1092 2800 Foyer/Great Rm, su rt 1 Linked from:Beam 8-Point(Ib) 11' N/A 1924 4538 Butlers Pantry, u rtz 9-Point(Ib) 11'10" N/A 523 1365 �nked from:SR Arch Hdr Su rt 1 10-Point(Ib) 14'10" N/A 523 1365 �nked from:SR Arch Hdr Su rt 2 Linked from:Flush 11-Point(Ib) 18' N/A 297 188 Beam Stainvell, s� rt i !Weyerhaeuser Notes (Z})SUSTAINABIE fORESTRY INITIATNE 1 .Weyerhaeuser warrants that the sizing of its productr will be in accordance with Weyerhaeuser product design criteria and published design values. �.Weyerhaeuser expressly disclaims any other warranties related to the wftware.Refer to current Weyerhaeuser literature for installation deteils. j(www.wooAhpyy.c�ml Accessories(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to i circumvent the need for a d�ign professional as de[ermined by the au[hority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foreshy standards. The product applicatlon,input design loads,dimensions and support information have been provided by Forte Software Operator � Forte Software Operetor .lob Notes 7/10/2014 10:12:22 AM ! Ryan Fntz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 I Lyman Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470-4803 195 Kintyre Lane i Ryan Fntz^alvmanlumber com Orono.MN 7/9/2014 Page 41 of 43 � .__. __.. ....... .... . .. ..._ .__. __. ..._ _._.. ....... , , , � MEMBER REPORT Basement,F/ush Beam Stainvell PASSED .IFORTE 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length:4'6 1/2" ;��.,r. �. � x ,, � s � ��. � ,� �� + + 0 0 � � , � 4. � 0 0 All focations are measured from the outside face of left support(or leh cantilever end).All dimensions are horizontal.;Drawing is Conceptual ------ — — ---__ i DeSI n Results Actual @ Location Aliowed Result LDF Load:Combination(PaKern) System:Floor I Member Reaction(Ibs) 427 @ 3 1/2" 1913(1.50") Passed(22%) — 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam I Shear(Ibs) 267 @ 1'3/4" 2498 Passed(11%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential �Moment(Ft-Ibs) 440 @ 2'4 1/4" 3431 Passed(13%) 1.00 1.0 D+1.0 L(All Spans) suilding Code:[sC I Live Load DeFl.(in) 0.002 @ 2'4 1/4" 0.103 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Deslgn Methodology:AS� Total Load DeFl.(in) 0.005 @ 2'4 1/4" 0.206 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) --- ---- — ------ •DeFlection criteria:LL(LJ480)and TL(LJ240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"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 me[hodology. � ----------- -- ----------- - . '�, Bearing Loads to Supports(Ibs) Supports rotai Available Rey���ed �ead u.°�� Toai nccessor�es � 1-Hanger on 9 1/4"SPF beam 3.50" Hanger� 1.50" 297 188 485 See note' ''� 2-Stud wall-SPF 3.00" 3.00" 1.50" 278 175 453 Blociting ��� •Blociting Panels are assumed to�carry no loads applied directly above tliem and the full load is applied to the member being designed. •At hanger suppor[s,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •i See Connector grid below for additional information and/or requirements. ir— — -- -------... ._--- --------- -.._. -------- - ----------- ------..._ - - --------- ----------------- Connector:Sim son Stron -Tie Connectors '�,Support Model Seat Length Top Nails Face Nails Member Nails Accessories i '�1-Face Mount Hanger U210-2 2.00" N/A 14dOd x 1-1/2 6-lOd x 1-1/2 I ___.. . . . . .__. _._ .__..___..__--- ----.__. _..__.. . . ._ __.... . _ _. . __.._... �� Tributary Dead Floor Live ', 'Loads i.ocac�«, w�arn �0.90� �i.00� commenss I 1-Uniform�PSF) 0 to 4'6 1/2° 7 15.0 40A floor '� �'�,2-Uniform(PLP) 0 to 4'6 1/2" N/A 90.0 - wall �-------------------- — ---- ------------------------------------ -- /� ;Weyerhaeuser Notes [Zj)SUSTAINABLE FORESTRY MRIATNE l '�Weyerhaeuser warrantr that the sizing of itr 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.woodbp�y.coml Accessones(Rim Board,Bloclting Panels and Squash Blocks)are rrot designed by this software.Use of this soRware is not intended to circumvent the need for a design professional as determined by the authoriry having jurisdittion.The designer of record,builder or framer is responsible to �.assure fhat this calwlatlon is compatlble with the overall project.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable ��.forestry standards. I The produd application,input design loads,dimensions and support informatlon have been provided by Forte Software Operator Forte Software Operaror Job Notes %/10i2014 10:12:22 APA - Forte v4.6,Design Engine:V6.1.1.5 �� Ryan Fritz Gonyea Homes �. Lymar�Lumber company Miller Residence 195 Kintyre Lane.4te � (952)470-4803 195 Kinryre Lane �, R� Fritz,^alvmanWmber.com Orono,MN 7/9/2014 P8g2 42 Of 43 . . , � MEMBER REPORT Girder Sized forHeaderDesi n Onl stairwe/l PASSED iIFORTE � � g y�' 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length: 16'6" __T�; �:�'� �.� aA:,....t,_� �< ,��� ,�� ��„m�,.� �> + + 0 0 - � - � � �� � — i 6,6„ � � All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual � -- ------__ . ----— ------ - —- - -- — ��,D251 n Results Actual @ Location Allowed Resuk LDF Load:Combinadon{Pattern) System:Floor Member Readion(Ibs) 512 @ 4" 7013(5.50") Passed(7%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear Qbs) 436 @ 1'2 3/4" 2498 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) I Building Use:Residential Moment(Ft-Ibs) 1944 @ 8'3" 3431 Passed(57%) 1.00 1.0 D+lA L(All Spans) Building Code:IBC I Live Load DeFl.(in) 0.204 @ 8'3" 0.396 Passed(L/930) -- 1.0 D+1.0 L(All Spans) I Design Methodology:ASD I Total Load DeFl.(in) 0.317 @ 8'3" OJ92 Passed(L/600) - 1.0 D+1.0 L(All Spans) •DeFlectlon criteria:LL(LJ480)and TL(L/240). •Brating(Lu):All compression edges(top and bottom)must be breced at 16'6"o/c unl�s detailed otherwise.Proper attachment and positloning of lateral bracing is required to achieve member stability. •Applicable cakulations are based on NDS 2005 methodology. _._.._.._..----- -- - -- ---_.---- ----------- - , . - --- --8earing Loads to SuPports(Ibs) 'i �'�,,SUpp01't5 Total Available Required Dead FL,.re� Total A[cessories '� ���1-Stud wall-SPF 5.50" 5.50" 1.50" 182 330 512 Blocking '� �'�,2-Stud wali-SPF 5.50" 5.50" 1.50" 182 330 512 Blocking _ _� � --------------------�---- ----.._.-_�__------- -- --- ------ --------- -------... ---------------- •Blocking Panels are assumed to carry no loads applied direcUy above them and the full load is applied to the member being designed. I 7ributary Dead Floor Live ,Loads �,o�aor� w�am �0.90� �i.00� cw„�,r� ''�1-Unlform(PSF) 0 to 16'6" 1' 15.0 40A Flaar ---�---�---...._.._._.._._ ---- -- — - - ------- /� 'Weyerhaeuser Notes (Z�SUSTAINABLE fORESTRY INITIATNE l Weyerhaeuser warrants that the sizing of itr 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 installatlon details. ;(www.wood6pyy.coml Aaeswries(Rim Board,Blocldng Panels and Squash BIakS)are not designed by this software.Use of this software is not intended to i circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to I assure that this calculation is compatlble with the overall project.Products manufactured at Weyerhaeuser facilRies are third-party certified to sustainable �'�foresGy sfandards. The product application,inpu[design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .tob Notes 7/10/2014 10:12:22 AM �. Ryan Fritz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 �, Lyman Lumber company Miller Residence 195 Kintyre Lane.4te r (952)470�1803 �95 Kintyre Lane i Rvan Fritz'�alvmanlumbercom Orono,MN 7/9/20�4 Page 43 of 43 � <c�� � � DATE TIM� CITY OF ORONO CALLED IN G' INSPECTION NOTICE —7 SCHEDULED z,�/S� �-U �r"�� PERMIT NO. �d ��`�� l� COMPLETED ADDRESS /�� .� �-`P �� — OWNER TELEPHONE NO.�C�� —���0-9-59C , �- CONTRACTOR � >; DESCRIPTION , .� �� � + ��«"r� '��� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL O MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ fOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTI INAL ❑ FOUNbATION/REMOVAL � OWNERICONTFiACTOR TO MEET YOU: YES_NO � COMMENTS: � W a � � O �. � O � W � Q � 2 W � W � J W ❑ K SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � CORRECT 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 �CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �,�2� Z�-4600 OwnerlContractor on site: Inspector. White Copyllnspector's Ffle enary CopyiSite Notij�e � " � DATE TIME CITY OF ORONO CALLED IN ��� � INSPECTION NOTICE SCHEDULED PERMIT NO.��'(�C2`7�J I COMPLETED ADDRESS L q � �- ! l�-�(�� L fF OWNER TELEPHONE NO. � I��— ���0�59� CONTRACTOR /�e-f-e�' L�w�al " � DESCRIPTION���� � � ❑ FOOTING ❑ PLUM ING FI AL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVEfLANDS y p FRAMING O MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPIAINT v ❑ DEMO-SITE ❑ SEPTIC MAiNT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINA ❑ FOUNDATION/REMOVAL 2 OWNERfCONTRACTOR TO MEEf YOU:_YES�NO c�.� COMMENTS: W � :�� �s- d� � 0 � �prw�5 �0e i pl.o.r — - oO � � o Q �D.e aQs �c r .�o -t c.b e.s fo s:t 6�c 2 �C�r �p�G�( ,w ,�/L — � 4�- � a«.r � w � j � ,�IGRIESATISFACTORY:PROCEED O PROJECTCOMPLETE W y0 CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑pHOTOTAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call ' spection 24 hours in advance. (952) 249-4600 O attractor on site: �'�e Inspector: "�" White Copyllnspector's File Canary CopylSite Notice � � I DATE TIME � CITY OF ORONO CALLED IN =�� INSPECTION NOTI� �7� SCHEDULED PERMIT NO. cOMPLETED ADDRESS � ' �p OWNER TELEP ONE NO. ������ !� CONTRACTOR � �; DESCRIPTION �� � �� ❑ FOOTING ❑ PLUMBING FINAL �, ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ��,.,�n❑ LAKESHORE/WETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL ( ' �r' ,c ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPT INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SE IC FINAL ❑ FOUNbATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a � � O >. � O , W � Q � 2 W � W � J W ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN O CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Ca11 for the next inspection 4 hours in� an . (952� 249-460� OwnerlContractor on site. � Inspector. ✓ � White Copyllnspector's File Canary CodylSite Notiee DATE ME CITY OF ORONO cnLLED IN � INSPECTION NOTICE SCHEDULED PERMIT NO. ���'�fi 7� COMPLETED ADDRESS �,7 x��y�e OWNER TELEPHONE NO. 6✓a'3�� 'S7�p CONTRACTOR `l4tl.�ai�S �Q�fc'/eL�e � DESCRIPTION � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q �ADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP D COMPLAINT � O DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUIVDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET Y�U:_YES_NO h COMMENTS: a� � /�_f�/1� l�'� �I�i C— � J � �S �'2�ecQa �la Ke-�E.,�St'�rr�c1 — �4Dea0— �O �. �J�I�Ib 111�� 16u� /�l�lt,. 4'4�eLv �%'Gwt W � S outi( r,�a.�l fi%� L�L, . - rn�� s�.L ,oaGcr Q �' l6 d it lls�P t!l �i(e crt� �' U��/�' �r�o:- 7�r`' 2 / � /'7J(i r c�tiS'- �t w tIld /f4,s �/a� �ri �2a TI"o�..� � Kf - ws <! D u •✓ - .� a �ol� �pwrl�.� ��t�'f Pr<<.= �po�.ii � �" ❑���R�K TISFA TOR .PROCEED ar�`f� ❑PROJECT COMPLETE ,../�1�t'L,l1�fiECT WORK 3 PROCEED G ��_ ❑ISSUE CERTIFICATE OF OCCUPANCY ��jtARRECT WORK,CALL FOR REINSPECTION ��r TEMPORARY V ��BEFORE COVERINO PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site:__��/�'' Inspector:�/'�-� � White Copyllnapecto�'s Ffle Canary CopylSite Notics /�� '/ --7 �/ / �L\�'t O�7 / � DATE TIf01E . CITY OF ORONO CALLED IN INSPECTI I SCHEDULED I-'�-�5 ��� PERMIT NO. cOMPLEfED ADDRESS �S �'n��'� OWNER TELEPHONE NO. ��Z���1 �3(�Y CONTRACTOR >`; DESCRIPTION `�_ � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � � DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ � DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � �..E�61- ��S{�-s r�t'c - diC a 0 - !•J¢a-D SC PeB�s J7/b U!kl�o ' � � F/�1 i s:C r'�� Ga..� ��� o � � . � [o� /=i K�s,� /a� Colrs.sz at •F �roa • W - Q �Ll��l/34> � � (��5� 6� � �6 r'C'�c-f�d d� �'- Go��� W � j GW ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ��RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-460� OwnerlContractoronsite: /�d �� Inspector. �/�✓ White Copyllnspector's File Canary CopyfSite Notice �� �� /a�TE/'/ , TIME CITY OF ORONO CALLED IN 'r INSPECTION NOTIC SCHEDULED /� � PERMIT NO. � _ COMPLEfE ADDRESS �g� OWNER LEPHONE NO. ����'�3�-��� �� CONTRACTOR �; DESCRIPTION � W O FOOTING ❑ PLUM8ING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINA� ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP = 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO \ � � COMMENTS:� �� c�uUf' ��let��lc ti '�4✓�,�iek/��� a Q dr�5 to� yN ec�n�� C�iS e.� To�O oK w�G• �c��5�.�s � G�� t��- f✓'� CN,LZ`✓ o w 1�., e .Ce �a..i P e�rr�.� ` � � u�q.l-1 8► �r� SOe� Ca•� � /�Gs�rFs'{C��7�C1�J���LL.� � � � � �e�r L.L � $ / 7� Of' �4v✓e•�Qut�u4.�C W �L•t�`�4J Gt� L-r L.� t. � C�pQrl.!. 4� �D�6 6 4 t/` G �'s�( � �d ��.-rc��f�a� Q � � .� . naw►e ✓ar�wl� .y�,�2.,c �r� Ka� r�t�y �'�`!r5 �f-��� W L4�l.For /C�.tS�E�` 4�n 3pa'Y COv�f � readk� � C�o��et�� p,�-�s rvc.k L.L, y�.L. -F G(.G� J W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPIEfE � �RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �ECT WORK,CALL FOR REINSPECTION�4�� TEMPORARY V/ BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �SPECTION REQUIRED.CALL TO ARRANGE ACCESS. � � Cail for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContractor on site: Inspector. �!� 76 White Copyfinspector's File Canary CopylSite Notice � �j�XY " DATE TIME �CIN OF ORON Q � CALLEDIN " INSrECTION NOTICE ��/ SGHEDULED � PERMIT NO. �� COMPLEfED ADDRESS `� ������� � '` OWNER TELEPHONE NO. ��a �7� ��;/ CONTRACTOR ��� �� �: DESCRIPTION r�� � � � lu ❑ FO ING ❑ PLUMBING FINAL � EXCAV/GRADING/FILLING � ❑ URED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEP�INAL ❑ FOUNbATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � a � o � a � , x W � Q � 2 W � W � � � W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in adva . 52� 249-46�0 OwnerfContractor on site: Inspector. White Copyilnspector's Flle Cana CopylSite Notice �� � DATE '/ TIME � CITY OF ORONO CALLED IN fo2�v�i—/T ,�� INSPECTION yQ�'I E ��/ SCHEDULED l — — __��v.� PERMIT NO.oQ� COMPLETED � ADDRESS �� OWNER EL HON� NO. �a 7�'�D�p� CONTRACTOR �; DESCRIPTION � � � � l� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q �FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z�❑ WSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP p PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL 2 OWNERICONTFiACTOR TO MEET YOU:_YES_NO � COMMENTS: . • a /�}�i^or�ch�e., yYl.e�h , 2. �/�sa���� o /� /��'�v�.� C�e���caG�x�l� �. � � 0 � Q C'q� -h5 f /''�.��/JN��ia..�, � Z �" ���r ' W � W � J W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W C�/�ORRECT WORK,CALL FOR REINSPECTION TEMPORARY � �6GORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDEH 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. � ;,,,-.--�,"____.�.... — - White Copyflnspector's File Canary CopylSite Notice _ INSPECTION NOTICE � DATE TIME ,�� CITY OF ' � ' � CALLED-IN �L ��`"� ��'` ' SCHEDULED ? %1 '� � PERMIT NO. c LETED° � ADDRESS � � li ' " OWNER/CONTR. '� ❑SITE INSPECTION ❑MEC NICAL RI ❑ REINSPECTION ❑CONC SLABS i�c�HANICAL FINAL ❑ FOLLOW-UP ❑ FOOTING L SULATION �COMPLAINT ❑ POURED WALL C TED ASSEMBLY ❑ FIREPLACE ❑ FOUND.DRAINAGE ❑BUILDING FINAL ❑SPRINKLER SYSTEM ❑ FRAMING ❑SEPTIC INSTALL ❑ >- ❑SHEATHING ❑SEPTIC FINAL ❑ F' ❑ PLUMBING RI ❑S&W HOOKUP ❑ � ❑ PLUMBING FINAL ❑GAS LINE M TER ❑ o COMMENTS: � Q ' � � J W 2 J Z O � � � i � � � � O � O W � Q � Z W � W � � C3 �. F RTHER CORRECTIONS MAY BE REQUIRED ❑ PERMIT FINALED W ORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN p CORRECT WORK& PROCEED V ❑ CORRECT WORK. CALL FOR REINSFECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION IMMEDIATELY. ❑ STOP ORDER POSTED. CALL INSPECTOR ❑ INSPECTION REQUIRED. CALL TO ARRANGE ACCESS. TO SCHEDULE YOUR INSPECTIONS PLEASE CALL: � Metro West In pection Servi . � Owner/Contr. on site: Inspector: DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT.I�E SCHEDULED PERMITNO. ���� DO��, COMPLETED ADDRESS ���CI�'�'t� � L� OWNER TELEPHONE NO. CONTRACTOR ��1�`'��- � DESCRIPTION fi�/�/VL 10 W 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 ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO' � COMMENTS: 4' �• . d� a J ,b� �W K� � -�1 41,l( * L� dY�S � ° _�,� ��,lc� � Q � � W � W � J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED j�'1SSUE CE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION ^�F TEMPORAR V BEFORE C0IIERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN iNSPECTOR WILL REfURN ❑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 OwnerlCon or n 'te: Inspector. White Copyflnspector's File Canary CopylSite Notice �'� CALLED IN o��p�S TIME CITY 6F OI�ONO INSPECTION NOTICE SCHEDULED o�_v�� /� PERMIT NO. �7 71 COMPLETED � ADDRESS � OWNER L HONE NO�°����-��lO� CONTRACTOR � � DESCRIPTION � � � c�� � 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 ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � �FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP T ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�i, COMMENTS: � W a j � � O _ i � O � W � Q � 2 W � W � � J W RKSATISFACTORY:PROCEED OJECT COMPLEfE � RRECT 1MORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANEN7 ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: " Inspector. White Copyllnspector's File Canary CopylSite Notice �� � � � . . ' .. . . m> �J . (� a¢ ,�¢ �� n �J a � � O a� [VQ . Nj � O� �� �� �> � o� 4� �2 �c-i¢ ; � ,�� ,; . �9°18'45"E � 366.2I M� , , o� ��.�.� io3s.s w LF . p� �� --------- .. .�.�.�: _..__._. _.. _---- ; — � �....o...� ------ .,� -- - -- - - � - i6 � 5Q -� _o pp N �' 1 6 • O 0 .;. — -- -- -- c� - �"\ I I T� /1 T f1 —� d� rN �J lJ I L_LJ I U � 2 � 5U , I lo No �� M ,,, p o y O Q� oa 1 2 • 5 c) �- - � _ �/'� - �o . `r iC. J V/ � -O Z 2 • 5 0 + �;; � _ � / � �o� ` �" � 0 5?. N 13 • 5O �- y ; � 'o `� — � II 30 n QO '- � Q�—_ 3 • OC� _: � � �n �-< ------ � ._,___- �' � �� -`, X � 7.0� X � 10.0� �'"� `s`�'� � � X � ��i . .�1;3'1- - ._ O , v� ""i�- .� .. _ . - _ / ./ � `\`\'�� � . ' � �' , � � �1,4..�3 �" '� � `� � _ �— f'" � > �+ G : 'n � o x - — \ � ° 5 0 �` � � �'� ' � � � 15.0 ���,a.; inar,�, � �� � 15.0 �S x3 � � � i % ' � Q �� — — ,.�� ;.t _ � LG , � , 26.0 u� - - � �i , p CJ � '� � '`� 35.5 � p) �. �`� o �� �'`�O� N � � � ; ;., � 5t, DROP CO Op O�- i r I � ` ' �GARAGE c, . , ' W OQN � � � ��I \1�� • ' -4 cv PROPOSED WO (1045_9) 2 � __� j 1�N��00� f � 195 KiNTYRE � - 6��� L� �I � — �� �� r \ I LaNE � TFDN o � ��. I II �U � � \ 2 . � __. C 1048.3) `„ a � 1�� � k''; • , [1 15.0 18.0 -'� 10 0 -T U // \ � ___ _ — '� i ` i , .t' z = o �, , , W� � � �, � o =� � \ � � ' �� � � �a � � � 1050.3 � � �� ��� �i = � � � ;, oa�a / ./ �n� v> ( ) ` 1'�3y.3o - i: � �ro� �� ' � ���`��. � ' � 2.5 �OOKOUT 2_�� - - EXISTING CONTOUR USED \ � ` � � 2 e ��� "5 � ' " `� (1039.4) �n� FOR HEIGHT CALCULATIDNS � \ � , `,� � :' � � ,� � �� � � ��' � N �i x �.� � � � 7.0 25 � � ' � � � Q� ' �� � . � . . M � � ��lo4�i 9 . � I�� o f 5 � 0 0 � a(io3g 6)T o o � 1 � ` a ; 1 3 • 0 'i'. �n o I � I �: � � o � �� � 6 4G � - �I I j"1 ` Na � � � „ X �16.5 f �� � � oz � � 2 • 5 Q �� .�S zd 15.0 �� � �19.0 _�r � 15.0 _ _ i � �� 1 � ° 5 � '� � t04o.43 ,��- ' ioas a m � �/ I • � - rr rn X(1�39.1)X ti Q'- 7 00 + o � � o z � ;' �� 2 0 � �.� � X - � 39 �' � n � � _ �> — � ��5 �� / ;. � �� t� ' 0 0 + � � Ri 3 � �;,n 3y � 1 1 5 • 9 0 3, 4a �; q� ,� �` =; �—�► �` = I �l- . a r � � � ' � —i" � /� 5p / � � x � N � /� r� ' I n . � I �l N� f % 0 � i� 7 h I / t V �.�jI--- m � �4 � a � _ �L � l t I .^?�o - . 8 - --- __ tn 6 �n iI � i / ���� ��� � ---_20,_6_D„ —� —� 4�-6-0�� " -�-- 5'-0-°" -„ � 12'-6-0' — $�_6_�,� - � � ' I o i j � I I N MAIN FLOOR PLAN NOTES o �, 0 - � - 1- 0"4X2 FLOOR TRUSSES n - 2 �I I i `; 2. 1/2"SHEATHWG DEDUCT ! i 'i'� 3. TRUSS IDENTIFICATION LABEL LOCATED ON END 19.2' O.C.SPACWG----» ! li OF TRUSS. � �� � �! ( 5I �� �i 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON �� �i �I � I �� � ;I LAYOU7 INDICATES LEFT END OF TRUSS AS SHOWN ON � I �i I I LEFT SIDE OF TRUSS DRAWING. m�'�, n ��. m cn ���'� c� �''�, c�I r��: r� M''�.. c�'; cn� c� ro I c����' c� m m��''�. c���. �n co I �n I r� m ; r� '�'��. �n i co ; n � c� o o'. �ni r� n n �i ��) ni nj� r�. � r�� � n� n.� n�l �i � � r�. �: r n. � I � n � n n � I 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS -r:, �i �', � �� �i � �j � �, �'� �I� �i �;' ��- �, � �� �,�� �, � � �- o i � ') I �i �� i il � 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS � � � � ' � 'i MADE LARGER FOR VARYING LUMBER THICKNESS. i i i ! I I i i i � 7. ALTER TRUSS SPACING UP TO 3 1l2" FOR PLUMBING i ( i� i ',j I ,� ___ AND MECHANICAL LOCATIONS. TOILET SYMBOL DOES NOT = �: i ! I � ! REPRESENT EXACT LOCATION, � i i � ' I I I j i� I ; � � I 8. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE i � I i I ! I l I I' i� i i i� � i ' TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. i � � I I I, � - WARRANTY WILL BE VOIDED WITHOUT OFFICIAL ' 'I I i I Ii � I � I DOCUMENTATION. I ;! `i I j ! � I , i � � � � �I - i ; � ! ' ' � '' ' ' � �' ;. � � i 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS I PLACEMENT ONLY. THE CONTRACTOR WILL BE _ � I I RESPONSIBLE FOR VERIFINGALL DIMENSIONSAND WALL � i i '' �' i I� i I: HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. - 'i ;j ;I '� I, j ;I j� � � ii I I ' I � I I D}�OPPED�EAM I� � I �I,USH BEA►�'VI ,I � (suppliec�by others)i I, � (supplied�y othe�s) I STR�NGBACK BRACING DETAI� i ;, ; i ; r �� ,, �y � �i ; , , ;, 1 ; ( � ; � I �� �� � ii i ;; ;j � �� I � � ; , ;; ;, i� �� I� ; � ;; ;; i ;, ',�i � i� i i li � �j i � o 2%6 STRONGBACK HRaGNG REOU]RED EVERY ]OF7 ❑,C. i ,� I �� �� �� ( I �,����' �� P�.. 0 STRONGBACKS T❑ HE SECURED TO vER7ICAL V]TH c3) 16� NAILS r STRONGBAGK LUMHER MUST BE l4' IN LENGTH HNII LAPPED 2' A7 EN�S I I � �i !I I ' I I' N INSTALL S7RONGBACKS PRIOR TO SHEATHING ''� ' " i ' SEE JOB PAGKET F�R A➢DITI�NAL DETAILS i� I: � I I �� ;� I � Ii ,� ,, I; il :I ( .I I ;i I i I i �� �� � �� I �� !I I i: � ;i i� j i ( � j� I ,� i � � � !j i li il , � �i , ! i , ,i ; ; , i !� i ; � ;; i ji I f � I) i � I i �I I � II I I i I� � � I� Ii i i ( � � � r �� ^ 4'-0-0" v v 12'-6-0" v v 4'-0-0" v 16'-0-0" 14'-6-0" CE€�TiF1ED � _ 5��_0-0° „ �1ut�mated B�ild�n� C�mponents, Inc SALES REP = wo# : T4362oF lJ ! ! Ath SfreQt DUE DA�rE : o6/so/i4 scALE : �^=s � -e-o�� DSGNR/CHKR: / Date : 7/22/2014 6 = 42 Clhetek, Wl 5�l7.�8 J'/r«rrp nf1f1-.i?,/-995►// �rc LiVe o _ oo psf D,�rFa�-Lbr . i _ is Pl�nrlc 7i5-93�-�8ti? �rc Dead o _ oo psf DurFa�-Pit . 1 . is �u_r ,Tj{_9��_�i,BS BC Live O . 00 psf O _ C _ Spacing = 2 � BC Dead O _ 00 psf Design Spec : TP= #Tr/#Cfg = O / O "SF7TINC TNF STAlYD�SRI7S Ft7R [�l/Al fTY ANf? 5FR1�lf'F" T o t a i o . o o p s f , , �, , �— 20-6-0 - —� ------- -Y 4,_6_0� � -��- 5-�-�i --- �Z�_6_�„ n 8,_6_p�� �PPER LEVEL FLOOR PLAN NOTES: BEAM (supplied by others) 7 r t� � t 18"4X2 FLOOR TRUSSES - ' j ,'" o i I � 2. 1/2"SHEATHING DEDUCT �I r: �, N il I i II � 3. TRUSS IDENTIFICATION LABEL LOCATED ON END � i I ', OF TRUSS. 4 ' i I i � r 192"O.C.SPACING—» I 'I I I i ',� ` 4. LEFT END OF TRUSS IS PAWTED. THE X TICK MARK ON , � ., , . I O � - � LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON �`� ��� I`� � � J �{ � I I I � � �� �i - LEFT SIDE OF TRUSS DRAWWG. � '� � �( I 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS I - 6. HOLD RIBBON FLUSH WITH T�P OF TRUSS. NOTCH IS I I � �' � II I ii li �i i II ' MADE LARGER FOR VARYING LUMBER THICKNESS. ! !I � I I � �j i'� I I I! � I ; I I ; �� ' - 0 7. ALTER TRUSS SPACING UP TO 3 1!2" FOR PLUMBING ; j I I I i j � � 'O AND MECHANICAL LOCATIONS. TOILET SYMBOL DOES NOT � i� ! i �' i ( I � I I � 28'-0-0" REPRESENT EXACT LOCATION. i i� i � � i I � , il '� 8. DO NOT MODIFY CUT,OR REPAIR ANY PORTION OF THE "� �I I� � I, i( ��' � ���I � ��� �� ' � �.. � � TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. �I I � � � � I � WARRANTY WILL BE VOIDED WITHOUT OFFICIAL � � �I �'' -' � � �' � � -*I -� -*' � �'. I I � ��' � �' �_ �� �!. DOCUMENTATION. ° !I �� � � �,' I� '� I: ' ( II � �; � �, 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS - i I � �' I ; �I I� � �� i �� ,� I I PLACEMENT ONLY. THE CONTR4CTOR WILL BE i I j i ' ;I RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL i �I j i � I � I i � ; HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. I � i I I ! � I� i I � 'I �i i 'I �I I � i ( !: ; � �� � i j i j I i _ i i � STRONGBACK BRACING DETAIL I I' � � ! � � I , � I - � � � i; ; ' � � � I i i i � � li j � I � ;i i •; � ' i ' � ,� I ' j Ij � I ! ; . _t , .,. . t+ _ F'. , .. ' ' � I I '� I _� °;, ;{ I, j i � , I 1 � i I I i 'i i ,I � � � I� � �I � � i 2x6 STR�NGBACK BRACING REQUIRED EVERY IDFT ❑.C. � I � ;� I � i � I � � I STRONGBACKS TO HE SECURE➢ T❑ VERTICAL w1TH c3) ]6D N!]LS � � I �� � ! i i - STftONGBACK LUMBER MUST BE 14' IN LENGTM AND LAPPED 2' AT EN�S : � -� �- � � �� �� ' � �' INSTALL STRONGHACKS PRIOR i❑ SHEATHING I i I i ! I! SEE JOB PACKET FOR A➢OI710NAL DETAI�S I� : ; '� ; � i I ; j I �! . � j i i '�,; � � !� 'I � � � � I ' � �N � � ' i i I ' I IN � i � ii j ( I i ( i ! � ' i ' �� � - i ; ; li I! i I j ' j � � ii � ( � i � � I i i iI � I i � � I I� �; � � ; ! , � � ; ; I i I � � !I i 'i � ' I ' I ! � I�� i i i �� � �I',, i i i i I i � ;I I � - , i' I - - � I 'I - I i � �i I� � _ - - �; � � _ � � �!i � �;�� � � ,� i � �� , �''��EAM �'�,, i � I{supp�$d by 4�hers)(J �f : �� v 4'-0-0" v v 12'-6-0" v v 4'-0-0" v �,��� "-� 16'-0-0" 14'-6-0" �� CERTIFI ED �_ ��_o_o„ _�, Automated Buiid�ns� Camp�on�nts, (11C sz�LEs FZEP : wo# : �r435�oF �,f ll +��,� S+�rff�r DUE DATE _ 06/30/14 SCALE : 1"=6 ' -2-0" ���rp�' �' 5���,g DSGNR/CHKR: / Date : 7 /22/2014 6 : 43 f��,T�t]I i P h�fM1-.i?,�-9Yi►r� T C L i v e O . 0 0 p s f D u r F a c-L b r _ 1 . 1 5 TC Dead O _ 00 sf DurFac-P1t _ 1 . 15 Plrvrr� �15-S+?�i-d�ri? p �-W� ��.,�_�`�_`igS BC Live O _ 00 psf O . C _ Spacing : 2 BC Dead O _ 00 psf Design Spec : TP= #Tr/#Cfg = O / O "SFTTINC TNF STAIYbARl75 F('7R [�,11A1 !TY A1�ff1 SFR�It"'F" T o t a 1 0 _ o o p S f � � • • � • � • � • � emo To: Finance Department From: Christine Mattson, Planning Assistant �� �/� �� . CC: Street File Date: July 14, 2016 G/L: 101-22205 Re: Escrow Refund Building Permit #2014-00771 pertaining to 195 Kintyre Lane is complete. Please refund $10,000 to the builder, Gonyea Homes. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Gonyea Homes 1000 Boone Avenue North, Suite 400 Minneapolis, MN 55427 w:�.street filesUcirrtyre lane(flca madcinnon drive)\195\escrow refund 2014-00771.doac ✓ TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2014-00771 AGREEMENT made this�day of , 2015, by and between the CITY OF ORONO, a Minnesota municipal corporation ("Cit�')a Gonyea Homes ("Owners"). Recitals 1. Construction of the new residence located at 195 Kintyre Lane, the ("Subject Property"), legally described as Lot 1, Block 1, Kintyre Two in Orono, Hennepin County Minnesota, is the subject of building permit application number#2014-00771 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 #2014-00771 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. C�OSING 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 e�penses 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 gr ding, establishment of vegetation and the restoration of the subject property should the Owners not co lete the work by the specified dates. CITY: CITY OF ORONO OW R � � By: PU" �ts: c�► � � ,� ,� � ... , . . . . ... .. a . .. � „ u_ .�..`..a��4,.� �...a����.....: , 1�,� ,,� � 155441 � s• e : -• � • � • •. � �� ; ,. � . :.'�....: /� �� �- . � L � ��� � E!1 � � f $�.. ��•.g< :, . �., F�� r � DN M AL. � \ � �, �- OM �. e�.�"�°�'' , EN VALL , Al. � ' ,;, " � �;, , 3/2/2015 � t����, ' y� ��` � �� ��P o � � s `� s , � . , . z: . , , \ , � O� ..F . ..' ,-� �, �:.• .:; ' `.'`' rono . . A... s **7,500.00 Seven Thousand Five Hwndr and 00/1�0«******"**"********�*********,*******�*****�*** ******************#*�*�*«+�•••«.. pou,aR 4 �ry.� ���/ ,� •\ . . . " . � . .. .... . , 'lh\... � . . Crystal Bay, MN 55323 = t SENBj ' ,✓ � �� �^ � ��� c � g�' r/m r r �ri �j , � ..�y i S � �� ,.� �p ��� ''�� � '& �` AUTHOflIZED SIGNATURE � . '''�,o . � � . CITY OF ORONO * z 0 1 5 - 0 0 z 6�� 2750 KELLEY PARKWAY DATE ISSUED: 03/04/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 195 KINTYRE LA PIN : 32-118-23-43-0015 LEGAL DESC : KINTYRE TWO : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT 2014-00771 FOR A TEMPORARY CERTIFICATE OF OCCUPANCY APPLICANT ESCROW FEE-APPLICANT 7,500.00 GONYEA HOMES ESCROW FEE-DEVELOPER 0.00 6102 OLSON MEMORIAL HIGHWAY TOTAL 7,500.00 GOLDEN VALLEY,MN 55427- Payment(s) (612)741-9069 CHECK 15243 7,500.00 Minnesota State License#:BUIL-2459 OWNER Gonyea Homes 6120 GOLDEN VALLEY ROAD GOLDEN VALLEY,MN 55427- 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. T'his permit is for only the work described and does not grant permission for additional or related work which requires separate permits. Atl 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 nuii and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. / / Applicant Permitee Signature Date Issued By Signature Date � ' BUILDING PERMIT ESCROW AGREEMENT � Orono Building Permit#2014-00771 AGREEMENT made this ��� da of C�C`�����, 20 I �� by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") �� ("Owners"). Recitals 1. A building permit application has been filed a new single family home located at 195 Kintyre Lane the ("Subject Property"), legally described as Lot 3, Block 1, Kintyre Two, Hennepin County, Minnesota. 2. Owners request the City to review this application. 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 #2014-00771 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. 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. CITIf`:. CITY; 1�0 OWNER: ___.____----_ r `�r � '' .�-- ay: � �%-� �ts: c -_� ,,� - _ ... ���. .... ��`_ � � . µ.����% ..a �� �� . �.. _. .. .. E. .. . � � o CITY OF ORONO * z 0 1 4 — 0 1 0 7 �1 * , 2750 KELLEY PARKWAY DATE ISSUED: 09/22/2014 ORONO, MN 55356- (952 249-4600 FAX: (952 249-4616 ADDRESS : 195 KINTYRE LA PIN : 32-118-23-43-0015 LEGAL DESC : KINTYRE TWO : LOT 1 BLOCK 1 PERMIT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: ESCROW FOR NEW HOME PERMIT#2014-00771-PAID BY GONYEA WITH NEW HOME PERMIT#14266. APPLICANT ESCROW FEE-APPLICANT 2,500.00 TOTAL 2,500.00 GONYEA HOMES Payment(s) 6102 OLSON MEMORIAL HIGHWAY CHECK 14266 2,500.00 GOLDEN VALLEY,MN 55427- (612)741-9069 Minnesota State License#:BUIL-2459 OWNER Gonyea Homes 6120 GOLDEN VALLEY ROAD GOLDEN VALLEY,MN 55427- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.T'his permit may be ���_� revoked at any time for due cause. '�✓ ^ � /r ( � �` �a � `�� e� G��,� a, �- �� � pl' t ermitee Signature Date Issued By Signature Date . City of Orono 2750 Kelley Par�kway drona MN 55356 952-249-460G , Receipt No: 3.011833 Sep 22, 2014 � Gonyea Homes Previous Balance: .00 Permits 2014-01070 195 Kintyre La 2,500.00 101-22205 Deferred Rev-Developer Deposit --------------- 7ota1: 2,500.00 Check Check No: 14266 2,500.00 Payor: Gonyea Homes Total Applied: 2,500.00 --------------- Change Tendered: .00 --------------- --------------- 09/22/2014 09:05AM ��tv of Orono • . �,,.-Uwav "�' '�q-4600 � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED CO-2-1-a IO PERMIT NO. �`{ ����L COMPLETED ADDRESS l a5 iCc n h( I e- La ru__- OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION • 0 FOOTING 0 PLUMBING FINAL ❑ EXCAV/GRADING/FILLING 14. Q 0 POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS h ❑ FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • 0 FINAL ❑ SEWER HOOK-UP 0 COMPLAINT • 0 DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP IQ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ❑ PLUMBING RI 0 SEPTIC FINAL ❑ FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO (4• COMMENTS: cc21" '?(26 ?cc • `Sl ed -m -f11Q//1 e edcc e c/nos€ o bo2c Ir s ,e c Lk,• c,ct.2 td i G . Q' ?- 6lL✓ cc W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE El CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContrac • site: • Inspector. ' White Copyllnspector's File Canary Copy/Site Notice 02(A\I DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED lD -22-I`„ PERMIT NO. 2 Ui -x`10 7'3/ COMPLETED ADDRESS I 4.s k-I o y O -, OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION fr-?jl l 1 I 1--. SU Y Y� S7 ���1�� IQ ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING ❑ Q POURED WALL ❑ MECHANICAL RI LI LAKESHORE/WETLANDS h ❑ FRAMING ❑ MECHANICAL FINAL 0 TREE REMOVAL Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB LI WATER HOOK-UP ❑ PROGRESS • ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ILElDEMO-FINAL CISEPTIC INSTALL 0 HARD COVER REMOVAL 0 PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO • COMMENTS: - ccW rl _c/itreci( hoer -4e seep fi c ,?uJoy if- et ardvl (*es 4t© f Ate"IL 0,12•20 cc o d+Pl W cc Q II W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O C7 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con r on site: & Inspector. ✓Y7—L White Copylinspector's File Canary CopylSite Notice Christine Mattson From: Adam Edwards Sent: Friday, June 19, 2015 2:49 PM To: Christine Mattson Subject: RE: 195 Kintyre Lane/#2014-00771 Chris, I completed a review of the as-built survey and visited the site for the subject property and offer the following comments. 1. The af-built appears to accurately reflect the work approved in the site plan and the way the site as is graded. 2. The soil on the site is not yet stabilized with grass or sod. The erosion control measures are stiil in place. Adam From: Christine Mattson Sent: Wednesday, June 17, 2015 1:57 PM To: Adam Edwards Subject: 1q5 Kintyre Lane/ #2014-00771 Adam, We received an as-built survey for the property addressed 195 Kintyre Lane dated 6/15/15. Please review and provide comment. Thank you. r.",ristine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN 55356 (physical address) PO Box 66 ' Crystal Bay MN € 55323-0066 (mailing address) it 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 1