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Home My WebLink About2008-P11856 - addn/remodel/repair �' �� PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p11856 Crystal Bay, Minnesota 55323 Pe�mlt Type: Addition/RemodeURepair (952) 249-4600 Date Issued: 2/7/2008 SITE ADDRESS: 3220 Bohns Pt La Unit# Wayzata,MN 55391 P�� 08-117-23-44-0006 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code 434 Pernvt Class: Building Permit Type: Addition/RemodeURepair Pernvt Sub-type(s): Addn/RemodeURepair DETAILS: Approved per resolution#: ��`� STEVE PAVEK ;�2� „� , , Separate permits required: Plumbing Mechanical Electrical(state) �tEMODBLING , `= RBNOVATION�. i55o 9isr Avs x.E. . SUITE 110 • BLAINE MN, 55449 NOTICES/REMARKS: OPPICE 783-785-i482 • PAR 763-7gg-574o CELL 9S2'Z9Z'24Sa SPAVBR@METRORR.COM L�c.N zo6aB776 FEE SUMMARY: Permit Fee: $ 2,358.75 Valuation: $ 316,800.00 Plan Review Fee: $ 1,533.19 State Surcharge Fee: $ 160.00 TOTAL FEE: $ 4,051.94 APPLICANT: Metro Remodeling&Renovation OWNER: Catherine M Sallas 1550 91 st Ave N.E. 3220 Bohns Pt La Blaine,MN 55449 Wayzata,MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � � � APPLICANT PERNIITEE SIGNATURE ISSUED BY SIGNATURE Copies: 1-File(SignaturesReguired), 1-Applicant, 1-MonthlyReports, 1-Assessing,(IfSeptic, 1-Septic) Page 1 ££ Nrno . 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C/I r bC o � y '�+ � � o '� �.i �1 � oo �j C a � ° � � � � � � � � o A �, �; � � � � � p o � kkkkk � � z � � b o � lb�j �I I � �' � 'b5o � � , � � �''b �•a s' y � y y ' c4 -�-� m �. fi O � b ` �� A � °' �' y � �"`' � ��, � � n pq.pq r, � � , W • pq � � �y �'` -p b A o ii u u u u y � , c� `��' � `� 1°a �' !� I I I �. � �, � oN � � �, � Z � � �' � � A �. �� q. o 0 � � � � � 0 `� �: a �� 3 � Fek�Feb.__ �., _2008� 12,,33PM��, oF aRorio +9522dAb616 T-zoNO' r ou9ioo�P� F saa Total Fee: S DJ` . .�,� Date Received: O a � O � Entered By: Fermit#: / 5 �ITY OF ORONO- BUILDYI�TG PERMI�'APPLICATION All i�formation mast be submitted in full before plan review will be started. (please print�tl!injor►natii'onr) THE APPY.ICANT LS: (circle one) OWNEIt 01t CONI�AG"1'OR . Jos srr�AnD�ss: �� e� � ��,�s ,��°�L�Yp: �s' � � � . 'Will this be a Parade of I�omes,Remodelers Showcase'I�ome or other Display Home.' � �� No If yes, a special event pernift is reguired with Police Deparcmenr and City Council approvad 6D days prior to the event. Non permitded events will not be allowed. NAM�OF l7WNE�t: ��i�1 �- �� L`Cc PHONE: (L oc�e) 6 /a v� 9 �� (work) M.4ILING P�DDRESS: CTfY: 2IP: �, CON�"RACTOR /"��" ��c�'`�'��d `�'��°`'�t`�^l'HONE: �6 3�z �S'1v� Z CQNTACT PEYtSOI�T: S+c�+� P4v 1V,[OSIL.E/PAGER: ZVJAYY.ING ADDRESS: � s 5 0� `1 �5-�— CY'YY: 81�i,�. ZIP: ss`f� % STATE LYCENSE: # � �� ARC�I'I'�CT/ENG��R: PHQNE: M�+i�I.YN�ADDRE5S: CYTY: 'LIP: N��: REGYSTRATXoN# TYPE OF WOR�s NeH' Accessory Structure � i � Addition Move ReinodeUAlteration� Land Alterati�n �i'--L JQc-��a.r u`��29 �1, � � PRUPOSEYI VVURK(describe iri detdit�:_ ��' a`�� ``��"'��' ' w ►��c.Vl r5 ha� �2�-��r� Re �4« w o � � ��d � r.��s �- �,�✓l2v �'.�1.'f t✓'� v✓'. �< eo�t�� '�i.'7f4��s^. STOR�ES:� SQ.FEET OF'�ACH�`LOQR: _ ��`�� '�'�� NO.OF HEDnOOMS;�� GARA.GE&TALL5: A7T. DBT. �STYMATED CONSTXtUCTION YALUA'1'ZON(exdading land): $ 31� _ � � �- e�� I hereby app2y for a building permit and I acla►owlcdge that the informadop abova is compl�e and accurace;that the work will be ia confotmance with tbe�rdinat�e� �rid eodes of the City 2r►d with the State�uilding Code;tha�I wtdei5�artd this is z�nT�pecmit and wock is nat to s�rt wsrhout a perenii;aad that thc work v��ill be i,t�accordance wich the ap�xovcd plan. � APP�CAIVT`S SIGNATURE: DATE: / r�r � � � FeFeb._ 5:, 2��8,m�2;33PI��Ty OF ORQIVO +85214A4616 T-1ur�� P?OOi/uD2P F4638 Sec.I].Oa RIG�OF SUBJ£CTS OF DArA Subd.l.Type ot aoQ. Tue*�ehts o[Ind'+vidu�l on whom the dscn lv e+ored or ro ae�ored sb.0 bc as sec Torth in ckis 6estio�. Snbd.2.latormadun re4uirea to bc givea ipdhidual.An iudividnu{aslaed so�wODh P�e o�caofidesti+l Jat�caaeer�iog Ahsset[aAau er io(orraed of: (')di�pu*Pose a+��Intapded aae ot the reques�ed daco Nimin tq0��o n cAC9Ce aen�e ane'Io�1�n hls PP�Y�6��61°YPP`' wA.mer ec rosy�aMso or ls�esally n�IWired w�aDPb tl1e reqae�A daes;(c) Y 9 prirpcc or oopddeatial datn;�ad(d)tbr iden4'q�ot Dt11e1'pels°es or eneiiles andtor�ed by state er ftdcral law te r�eive ehe dsu.TUid�eguirement ehaJt hos aPP7 WAeo an Indiviau�l u��d to sapply ta•�aa`'e daea,paraw�nc ce uceiov 13.82,subdivlsloo 5�te�tarv entorrxmcnt otY�cR. The mad iAeer (rcveeue lacc e no e Ira4 edc►�his ubdi '(nh in e io ' dusi i cnme x or m e ref�nd 'wA � h31�1�CH A �f06T f1R115. • 5abd.3. Arcess to ds�s►r IndiviAusL Upoo reque�t te a�esponglble trrthoriry,��ddlYttlYNl iAsll E@ IG�orm@d wbMl1�AE�s tLc Svbf e�0( atot�d dsts oa Indtriduals,aod whothcr It is dassiGeO a5 Pu61iy d�l�ete orconTidenttsl. Upon Ois tMrshcr requoq aa iadividusl who is[he 9ubjcoc at �nd privase or pnpue daca ep tod'nidu�sha11 pe ahowa rhe Q�d wit�oat aer eAarge m Oim saa,�he des�res,rhau be infocmed ot�he contopt�d meaniog o(�ti�t A�c.. A1�an individaol Rae l�en ehown[!Ie privAtn data snA in(ora�ed ot irs r�eaaing,m�A�ea need aot be dicciwed m E�lru tor sis mflnt�s�Rar�nit�s o 1lispute or dalon yure�uaat te th(�seotloA is Pendtag oT Additioaal d�ca oo tLe iodl�nal6ai��11ce�ed ur uq[ed.Tpe raspops+'ele authoricr ehaU p�o+ldo ceP��o�rhr prlvate er pustic dsm upoo requeat by ihe ladirfdaat suDJea ot�be daee.TDa�pons+�k aut6ori�y o+a�• req�ire q+e requmtiag�x+rson to paY tse acWal coe�e of maklag,certifyisg,aad eompillrtg ehe eopiea. Tpe rr�►oniible a�ori�Y 8haa eomply i111{Itcdiateh+,if pa�bla,wi�A aoy requrst mede pur�turoe�o tbis suDd(visioo,or wSshlr�frve da7s ofcbe aen of cLe requ�s+.m�dWdiag Sa�urd8ys,Suoauys aod tega�holidayry t�immed�ete aomplisnce is eo�poasiwirL che re w�(ez�lu�diw Saou�rda Suadw�s d�attime�hesAsqaoln(ormWeindlviaaal,sadm�ybavennaddisboaiCvedayswl�fnwhich�oeomply 4 �. °S 7� nad 1e�1 holidaye- . Subd.4. ProcodarcwLrn 48ta is aot aecurau o�eompkce.M iudlrid�al may aoaeest�Ae accur�ry or ewnp�cten�s oipabtie ar pHwte d ata cooexrni�ag Al�elf.To exer��Dis righy ra fadividoat shai l ao6fy in Mritiag tba respon�ipt!authorhy dcscflblos�he saty�c�Of cbc d LsaE►�ent TAe rrrpencible aat6oriq sball wirnia 30 dpr9 eici�er: (v)correct tbe dAra(oa nd[o be+n�ceurs�e or iorempince md attcmpz so noUty P��pi�u of inaccnr�ce or iacao�plete aata,in��dtns recrp«o a�ey cne�.divieu�i�s tn�udeQ�w'uhecl�e divcloe�asla.bcliev�Ne Aara co be mrrect.Dara lo di�pHee sN�!(be Ai�rloeed ooiy if[hc iddivitlual s at4iemcet Of 0�C1'eemen . 1'pe decel'miQaGon of tUe responsible�ntiwtlty may be op�x�[ed pu*s118Ae�o tAa provtsions at fLe aemini►tralive p►eCW urc sK fdallpq to watested casr�• D_TA��►C�YAD�SORY Yn accordauee wEth M�"•�3.04,Subd.��"Itights n�subjeca of data",we wou[d like to inforan you tLat yonr request fot a permit ar lieense froa�tbe City of Oraao or any of its deparinsents m3p require yau ro furnish certaln private or cvnfidea�iat information. � You are no 'hf'iad tLat: � 1. The iaforwation you furms�wil!be used co deter�iee your qualificadon ior Ibe pern�ft or licease requ��— 2. 'You may refnse to supplY da�a,but refusal a�y reqnire t�at tlie Ciry deny the pertnit or license. 3, x'he inform;�tion wsy be shated witb odtier tocaJ,srace oc federal agencies to 1hc axtenc necessary to process tbe permit or license. 4. If your requested permit or ficease tequires Council acrion �o approve��ume informa�ion�nay become publia 5, You have certain r9ghts ander M.S.13.04(arailable upoo reques�)eo review priraze data on yot�rse3f. 6. Your fuU name is re9uired to process thia applicatioo or permiG � ��-•�� F� MidAle ZSSo �ls� �,.� � .�_ Aee�ess �6 3 z � s�� 2 �1�� 11'1`'� , , �'S�!u � � a s c� City Statc . 7rp R onc 1 undcrstaAd u�y rig�ts as stated above. � SigDature .Feb. , 5, 20Q8 12;33PM No. 2239 P. 1 � ;--�C� `�Vl..�v� .S 5 e�`� � I� � U �a� -��/i'�� /j�,-�+,w.. �-�-- Q C�ity af Oronv �\l �U� lsns,�,�,,�,,�.�.,��./ J �$ � P() Rmc66 ��/�C� �"r"� '.: ' �: •.:. k0 C . U O Y . Q� . . ��'1.}sle Keceived: p..'. .. 2750 ReUey ParkwAy / , .. • • •- .. � • .... .. •.: .. . , �y :c �� L'.ryst�i D:ry.MN 55323 v • .: .: .. . '. . . .. .. �j,�� .R,,,tn+nt`� ::.:3,,; `�: ..:si►c rr,ul;c '.' . . .. . (952)149-0(i00 . . . . , . . _..:� : • . . . .. ... , ... :. ,; . •H�meuwner(s).SiRtced:. '.'�Yc3�•...'' . .. . , .�Rc3ululiviia(iisrry).$�j�d:Q'Y�s'..Q.iWmci�yWred '. �7.onin Diactnwr¢Si�ted: •�YCS•�Nnnc iiited � CITX OF O�tONO- DEMO�.�TION YF;�tMI'T (Ail�enhiV muet he appruved by the Huilding()tTt�i,J aad//or 7.nning Ueparonrnt) ��"'' == �';;'— � . � _�,j��s�_ � +�-�i- �"'-�,�-a .� �----_".�',�_`+�,=IR- ��yp�: [�esideretial �] C�mme�eia] Site Addtcss- 3�� 11 di. S �b /y� ()wnc,-r: c�c�h .� S�t /��'C s Mai!i ng Address: � S�i�t � � � City: � To � � Zip: � H�me Phone: Alte.-rnate Phone: .•--- ��. � � �-'-,�-_, r='��r-�� a��.., -, �,,,�_ , � a cf� � �/'a vl Z Contractor/App.: Contact Qetson: �j-E�cle- �a v�� Acldress: � 1 5 5 b 9/S� �¢� `U I�' ��te Licen.se#: � �L�0 Z, L� 7'7 Cp �3L��e �, � City: Zip: S� �J 9 �xpirativb Date: Phone: 7[�3-7 f15 /4:� � �O�� a/ 7a 3 °7 Altertuate Phone: � to1,� S�4� � � -- - - - _ - �-- _ -- -- _ - ._ -- - --k- -- ',-- .. - - -- - --� f General Instructiuns: � ` � 1. You may be requirut tcr Qbta�in other pc:rmits, i.c.:well abatidonment,sewer,eta;. 2. Wock must t�ot begin unles�s the pctmit cacd is availa6le on the job site. ; 3. A 2448 hour notice is tt;quired for a!I ietspc:ctions. Call(952)249-4600. � 4. Sewer must be diseonlinued at the City sc;rvice 6y qualified euntractot bcfore demo permit is : issued, � ._------- Dc�nolition by means of dnual Disassemb� 1•�e2tvy Equiptn�nt ❑ Other Permit(s)Issued: [f Sewer Disconncclion []Well Abandonment# In return for issuane�:of said Dcmolition Permit,the undersi�ed owner hereby a�ees as fol]aws: 1. The structure(s)shall be icept enctosed and/or sccured ur►til such timc as demolition is complcle_ � J��`�� : ��1 �'/� � �c�a-F �-�/'�.c�.� c� � �f-� � � . �e.�l o c� ��l ��l ��' co ,� eC�✓ -�c`a� oo� �a,� � .Feb. , �. 20Q8 12;33PM No. 2239 P. 2 2. Dcmolition debris will be kept off adjoictinb property and/�r thc public ci�hts-of way unless �pecific prior approval is obtsinc;ci in writing For temporary tisc`lhereof. 3. Foundations shall lu:compleU:ly remov�c!from thc ground, 4. A 11 dc;molitioa dcb�is shall be complctE:]y disposcd of o.ff site in aeeoteiance with all appiic:able PCA requirecncnts. S. Watc;r wells must be abancioned in accordactec with State Health Dcpartment ngulations. 6. Inspection t�;quired when all debris has be��-n remvved,before backfillin�. 7. Within 5 working days of supctstructur�rcmov$1,a fnal inspc;ction shall bc requestc.�ci. The site shall be le.ti clean and cic;ar of all debris,with any excav:�tion fi11Ld with earth level with the adjacent ground elevation(excepC when sueh excavation is to be used�.s part of a new building and su�h new building is ai:lually undcr construclion). 8. Sc.-ptic systc.�ns must bc.abandon�d per Minnesota Rulcs Chaptet 7080. AI1 septic tanks mu.5t be pumped,crushed�nd tilled with twtive soils. An i�spcction is cec�uired after the tanks are�umped and beforc;l,he tanics are crushed and filled. � 9. Tt�e undersi�ned owner shall and hen:by does indemnif.y and hold harmless th�City of Orono,its a�enls,emp(oyees and assigns fcom and againsL all claims,dama�es,losses or expenses,includin�,att�rney f�es,against the City,its agents,employees and assigns arising out of or resultin�fcom the demolitivn dcscribed hc;nin�.�petformed by the pmperty ownec, his employees,aben�s,subcontractors or assigns. PERMIT TYPE AND FE�C,�I,CUY.,A,TTON �'$SQ.00--Principal Structure � $30.00–Aceessory Stcueture ._(how many) _(W�� 1. Subtotal of above petmii requestc;d $ 2. State Surchac6e $ .5U 3. TOTAI,,PERNr�lT FEE(add lincs 1-2 abuve) $_ The undersigned hetby applies tc�the City uf Orono for issuanic��f a 1)emolilian Ye�tnil,agrees to do all lhe wock in a striet ae;cordanee with the�rdinances of I,he(;ity atid the r�gulations of the State of Mintu�sota,and c;ertifies tha(atl statements madc on this applicatio�n at�cc�mpl�t,e, ttuc and cortc;c:t. A�pplicant's Signaturc: � Date: � ^� — 2" � U � Uwner'c Siguature: , pau;. . Approvecl$y: Date: � ' (Buifdin,�Official) '�Zonin�Disclnsare Reqniretl?❑ Y}:g ❑ NO •This must ba CtAcd c�ut by Zoning Deparlrncnt—F�t eithca�answcr,a Zoning U1Yicial must sign all applic�tions. *Approved Sy: na�;: {Goning(Micia!) � — _ -�:c_=-�-�--_�--y-�--��f= ,r= _ - ��---�.�...�fi- - �_ .��-.._�� - -�-��_�� ' 1 I ROOF TRUSS LAYOUT' & SPECIFICATIONS FOR`I�-IE: 1 1 1 SAL,L,AS I��SID��I�IG� 01301�0, MN ' 1 ME'TRO R�MODELIItiiC & R�I�tOYA'1"IOltii ' Bl�v1vE, MN 1 �. ��- � �� . ��J , � � � � °�� 1 .�� ,,`� � � -� � � � � � � � � � 1 � 1 UItiiIYERSAL, FOR�S ODUCTS ' M�KE HoH 5�42 i EAs'i'v[Ew AvEivuE � MOUND, MINNESOTA SS364 c: s�2.2so.a,z i s F: s�2.��2.��z � � � � �J90P mIIWPYYdO iOAGIL O1tiib11WJB I�BN�ON0�10 n�w�° N'I 1MOd SJ�Bi09 0114 ��wmo 3�153b 5V1'IV5 siaomia�� uveasv�Tn�maaaot�. +Mo-tw�a�taa�rxa au�i��eaoeo iaa N�Y I�W 97�10'Ip. aa�x i vmramnauroAn�nruwa�. �9 5lm7'N�6701�Id0006t011Ytl. � as � � NeM0�0� lno,tv�55nb1�oox �� marao�sa n��naobuNr � , 9L?J Wo�mawma� - - rti�earm.Ma � ' 1 � i �m�nnr nuw�a�nv a�Wr fm0�7+��tf�mup�pa � � �Y�irv�s�aa��pMsdW � yn a _- — Wsartnaru -_ �n — 5r-�r- ' _ ._ _ — I �� I � II�� __ _ - - _ . _ i � � i � � u� � I � I �r - �- � � . � I �w � wv � III �w tw � �` � I z►" i �, �v � � - - - � $ y�� > '� '� '� '� .70a � � � '�°7�•�,°� '� L9 � �4 � ...�,.� �� r � NN N M t� f� M�� d' d' �' �' N N N N �' d' (D � f4 t�4 _ _� � � � � � �0'.� � � � � OC � � � � � � � � � H R2 , 1--1 R2 i- -- -- -- _ � _---- -�1� ,, �__ �� , � , -� _-�-- � , , ,i � � � M2 � , �� I ' �' �� I� = M 2 i I ii � � �� , � � �► N12 - I' �� M 2 I ^ �7 I � �� ' I - � � ; 2 _ 1� I __- - _ I - . � . � I � ---- = I� - I M� J� � i III � � ` �~ � � ' !� �' I � - , � r ' I I� � �� i II � � T� M'1 _ , `� (d i M 1 , ,; I I - ! � c7 m � ; , � �� Q � - —� ;,�;, n/I, r P P� � ' i II r � I� r, r M NN N i r i N i � N i LLLL LL � � •.� � � LL LL M'I I� J - ;,� I � �-T_�j M'� M'1 =-� �� i '� � i � ; I -- M I' � � , � I I �' �� M 9 � � � I � u -- il J i -�' M li i � ' �' , 1 M _ I , M� !�/1'1 � �� r _� � , - - - - �, �'^ � I � . - ;' M�� u� � �� i �'I,A1'� }��-t' �4�(D�1' I , �� -I . -- -- - - I�� , . � .�'I�'� I°�6�� 1�-�� 7 0'-�'' �_ -_- �--- _- � -- __- l � � � � �.� �'S�16�� '�� i !i I ,- —�� 2�-_lv �6�� o- �'� �---_-_� - - �, 1 --- -_ --_ �-- �� '�1�' ��I �'-��, , ,lob Tn�s Tnias Type Qly Ply MBhp ReI1lpdCli►tgf3220 Bph►Ig POIrIHNO'ULS ' 88027R R1G1 SPEGAL 7 2 Job Re4ere�oe UNversel Faest Pioducts-�t 379.M§v�ffi.MN 58284 8200 s A�28 2005 N6Telc I�les.Inc.7Ftu.�3109:12�8 2000 Pege 1 �7-0-0+� 8-4-13 � 8�63 , 13-7-10 , 1411-0 ,16d1-0, ' 1-0-0 1�3-8 47 7 41 7 41 7 1�38 1-0-0 Smle=1• ' 8�� 6:8 d�= 4�c4 N�= 2c4 Y�I I ' 10.00� ��= 3 � 4 6 8 ��_ d yYq yYq 2 7 8 � � � ,� � „ ,o Iol� 1 � ��- ��- ��- �� ,8 ,O.OD,Z ' 3z4 d�20 I I 3�c41�10 I I ' , 1-0-9 , 6-413 9�8�3 138-7 , 1411-0 , � � � ' 7-1-9 43d 41-7 434 1-1� Plate Offseffi :a3-0 42-1 :43-0 a2-1 LOADING(� SPA(�V� 2-0-D CSI DEFL in (loc) Udefl Ud PLA7ES CsRIP TCLL 4U•0 p�Ir�crease 1.15 TC 0.38 Vert(LL) -0.19 11-12 >815 240 NU120 197/144 ' (RoofSrrow�40.0) �� 1.15 BC 0.72 Vert(fL} -0.2911-12 �806 1� TCDL 10.0 Rep Stresa Irnx NO WB 0.86 Horz(R) 0.12 8 Na nle BCLL 0.0 �8 IRC2000/ANSI�i (Matfit) Weight 134 m BCDL 10.0 LUNBER B�iAC00G ' TOP CHORD 2 X 4 SPF No.2 TOP CHORD S�w�7-3 oc purGns, exoept erui ver�als. BOT CHORD 2 X 4 SPF No.2•Exc�apt' BOT CHORD Rigid�iling dhectly a�lied Or 8-0-0 oc bradong. 62 2 X 8 SFF No2 VNEBS 2 X 4 SPF No.3 , �►croNs �m✓sae� 15=1248l0-38,��r�vas-e M1A�c H�z 1 rr-51(bad case 4) Man UpGft1�138(loed c�e 4),�141(laad case 3) ' FORCES M)-Ma�dmum CompressianlMe�dmum Ter�sion TOP CHORD 2-15=1147/148,1 2 0!/3,2-�-20�283,3-0=-45�/833,4-5=-43�1?J584,58=�q,942/584,67=2242272, 7-8�r/3,7-�1287/131 BOT CHORD 141�245H01,1314t-910H28,12-1�251/1843,11-12--�28/45�,1a11=T16117�,�1�118/47 WEBS 214�257/1915,3-13=13/199,312--391/2990,412�/105,411=242/50,�11=387H04,611�58/15�J, , �1�-16/418,7-1�258/2029 PIO7'ES 1)2-ply truss to be wnn8cted togeUter wiftt 0.131"x3'Nai�as fopavs: Top drords cbutnec�d as foAa�vs:2 X 4-1 raw at a9-0 ac. t BoCom chords corm��follavs:2 X 4-1 rwv ffi Q9-0 oc,2 X 8-2 rows at 4a0 oc. Welx�n��foDowa:2 X 4-1 row at 0.9-0 oc. 2)All loads are wnaider�equaQy ap�d to all p6es��pt if nated�frorH(F�or badc(B)face in Ure LOAD CASE(S�s�n. Py to py c�nnecdwis have be�provided to mstrtbute wdy loads rroted as(�w(B).avess om�vuise ir�. 3)Wmd:ASCE 7-0��rr�ph;h=25tk TCDL=5.0�f;BCDL=S.Opa1;C�gory 11;Exp B;erxlosed;MWFRS gable end zorre; c�rtUlever left arni riBM�cpo�:end verticel left end r�F�t e�d�Lumb�DOL=1.�plate grip�L=1.�. , 4)TCLL ASCE 7-0�PF-40.0 Psi(t�t�oof snow)�Ca�gaY��E�B�Pe�lh E�.:Ct=1 �This truss t�be�dtedced Tor uniform artaa load onlY��Pt as noffid. 6)This truss has be�desigr�d for greaffir oT rtdn ioof Ave load of 18.0�f or 1.00 times flat roof laad of 40.0�t on overhar�gs rtan-aoncwrt�t v+ifh otl�r�re la�eds. n Pmvide�uate drair�age to Prever�t water Pundin9• , s)Thts tr�s F�been desfgned for e 10.0 pai bottom c�rd live toad norn�onciu►ent with arry oU�er Gve lae�. 9)B�ring at jo�t(s)15,e cona6ders paratlel to grain value t�ng ANSUTPI 1 angle to grain fomwla. Buitd'mg designer should Ve�Y�PeQh��9 surFao9. 10)Provide n'�n�al conr�ec�fon(by otheB)of Uuss to bearin8 PIaGe cspeb�e of vvitlu�ndutg 136 Ib upGR atjoint 15 and 141 Ib upiift at jaint e. ' ' 'n s:3-60 irom 0-0-0 to 1411-0 ' 1 Job Tnlss Trusa TYPB �Y P�Y MB1f0 RflillOd@IIIIg/32Z0 BOh113 POi11UNBiA.S ' 88027R R1G1 SPECU4L 1 Z .bb Refe�erroe u�Far�e Roau�-a�x�s.�,a►�5szea s.zoo s nprza zo�nuTeic�,uc.nw.�s�os:�z5s��ye 2 ' �on�cASE(s) se�r,aard 1)Snow.Lumber In�1.15,Plate Ir�1.15 Uniform Loads(pifl Vert 1-2=1�,2-�1�,3-8=-1�,8-7=100,7-�100,1415=58(F=36),1314--58(F�8),10-1�58(F=38),8-1�(F=�) 1 ' 1 , 1 , ' ' , ' ' , ' 1 1 t ' ,lob Tnias Tnffis TYPe eh P�Y M@U'O RelllOd0lhtgP3n0 BOhnB POh1UMHILS , 88027R R1G1A SPECU4L 1 3 ,�,� Urti�al Fare�Pioduc�s-P�rtt 379.MfnneWa.NqV 58184 8200 s AR28 200.5 MBTe�c U�dt�ries,I%Tlw.I�31 1230:17 2008 Page 1 , -9-0-0� 138 � 6473 , 9S3 13-7-00 � 1411-0� ' r 7-0-0 1.3� 417 417 417 138 Scaie=7 ' gzg I�O— 8�A7.B AA018�� ' �r8 M�= �c4 i�ZO= 10.00� �A�O= 3 � 4 8 8 d yyq yyq � � Z I� � „ ,o e l�l� � �� - ��- 8 , 13 70.00 12 �cd Nffi011 ' 1-1�8 &413 9-63 13�-7 1411-0 ' 1-1� 43d 417 434 1-0� Plete Offseffi :a3-0 a2-1 8:1�-8 0-2 120-2-1 a31 �� SPACING 1-40 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 4U•0 p�� 1.15 TC 0.11 Vert(LL) -0.0810-11 � 240 MIY20 187/144 , (Roof Srro�40.0) ��myer Increase 1.15 BC 0.28 V TCDL 10.0 ert(TL) -0.9010-11 �9 180 MII18 127/82 BCLL 0.0 Rep Streas Ina NO WB 0.17 Horz(R) 0.02 7 Ma Na BCDL 10.0 Cade IRC2000/ANSI85 (Mebix) Weight 1851b LUIM�ER �tACO�G ' TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheatt�ed w 60-0 oc�ufins, �coept�d ve�ats. BOT CHORD 2 X 4 SPF No2`ExcepP BOT CHORD Rig�c�t7mg c5redt�r appGed or 10-0-0 oc bradng, Exc�ept B2 2 X 8 SPF No2 8-0-0 oc braang:12-13. WEBS 2 X 4 SPF No.3 ' REAC710NS (Ib/s¢e) 13=749f0.3-8.7�86/0.38 Max Haz 13=34(laed c�se 4) AAa�c UpGft13=-B6(b�c�e 4),7=85(load c�se 3) ' FORCES (Ib)-Ma�dmum CompressioNAAaximum Ter�fon TOP CHORD 2-1�75�/103,1 2a0P37,2-�-1274/1�,3-4=-947l149,4�2536/345,5-�-880/118,8�7=106.5/131, 7�158/15 BOT CHORD 12-13=�88/34,11-12--3732888,10-11=373�,9-1�-348/2538,��1/47 WEBS 2-12=155/1132,312�7M582,412�175?J238,411�/157,41�133/28,�1�0/136,5�-1707PL38, , 6�1/�3,7-�143/1058 NO7ES 7)3ply truss to be conneded together wffh 0.131"�3"Neils�foAorvs: T�dm�ds c�rre�d es foAows:2 X 4-1 ro�v at a9-0 oc. ' BotOom chor�conrteded�follows:2 X 4-1 rwv et a9-0 oc,2 X 8-2 rows at 4a0 oc. Webs ow,r�ted�rouows:z x a-1 row at aao oc. 2)All loads aie cor�idered equally epplied to aU plies�exaept(f noted as front(F�w badc(B)f�e in q�e LOAD CASE(S)secfion. Py to ply cortrrectior�.a have been pnovided to disMtwte ortly laads��(�or(B).unless oih�Ndse in�ceGed. 3)Wmd:ASCE 7-Ox�mph;h-�tK TCDL=5.OpsY,BCDL=S.Opsf Caflegory II;Exp B;ern�o�d;MWFRS�ble�d zorre; carmlever left arid ri9ht a�;�d v�l left ertd right e�d;Lumber DOL=1.�plate grip DOL=1.�. , 4)TCLL:ASCE 7-0�PF40.0 Psi(flat rooF srroMv)�CetegaY��P B��N�.;CY-1 �This tr�a has be�c�edced for un(form srrow load ony.exoept�noted. 8)This truss has been desfgrred tor greet�of min mof Qve load of 18.0�f or 1.00 tlrr�flat roof load of 40A psf on overt�ar�gs nan-0oncatrtent wiTh otlrer Qve loads. �Provide adequa�e dreir�ge to Prevent vwater Pond'm{�• ' 8)This truss has been deaigrred for a 10.0 psi bottom c�md Me load rrortconamert with arry oCrer li�e lae�. 9)All ptat�are MT20 plates unt�s oUieavv�e indiceted. 10)Bearing et jaird{s)13,7 wnsiders paraUel to grain value using ANSIlfPI 1 a�le to grain formula Buiid'mg designer�Id �Y�Pa�Y of bearing surface. 11)Provide rr�Fren�el wnr�ecdon @Y otttars)of tr�s to b�ring plate capable ofwithstendir�g SB ib up6ft at joint 13 artd 85 Ib � 2 ' ' .� 7n�s Tn�s TYPe �Y � Metro R,�nodelfng/3220 Bohns PointlN91fL3 , 88d27R R1G1A SPECIAL 1 3 ,�,� Univasal Farest Pro�-Plant 379,M�ureo�,MN 58284 8200 s Apr 28 20Q5 N�Tek tr�etri�c,Inc.Ttw.1�37 1230:17 2006 Page 2 NO7ES ' 12)G'vd�carries tie-in span(s):3$0 from 0-0-0 to 147-8 13)Gap between inside of top c�ord bearing arn!fi�st dia�nal or vertical wreb s#�II rrot exaeed 0.5�m. LOAD CASE(S) Standard 1)Snow:L�unber Increas�1.15,Plate Iruxe�e=1.15 ' Uniform Loads(plf) Vert 1-2=50.2-3=50�38=50�6-7=50�12-13=48(F=38).�12-�8(F=36).�8=-48(F=36) ' ' ' ' ' ' ' ' ' ' ' , 1 ' ' ' Jab Tn�ss Tn�s TYPa Qh �Y MeUO R@m01�Ih�0 BOhnB POInHN011L.S ' 88p27R R1GZ SPEqAL 1 3 ,�� Uniwetsal Faest PioduQs-Pia�rt 378.Mfm��MN 68284 8200 s Apr 28 2005 NHl'ek U�ries.Inc.Thu,I�31 1230:17 2008 Page 1 , 1-� 3�A� , 7�-B � 11�-01 � 13�-7 � 14� � 1-0�9 2-2-12 413 413 2-2-12 1-0-8 Srsle=1 Bz14 N020= � 8z74 N�20= 2c4lIm20 I I 3 4 � 8 ' '�� 6�N020� VIS Yls 1�A�O�� 1 8 ' 2 � � ' N 1 I� � ,� „ � e l�l� ' 13 4�B IY�10= �t6�_ �t611�Z0= 8 10.OD� ' 14 3u4 k�o I I r 1-1.9 3-0� , 7dr8 , 11511 13-9-7 1411-0 , ' 1 1� 2-2-12 41�3 413 2-2-12 1 1� Piete Offsefs : 1:47-8 :0-7-0 0-2-3 5:0-7-0 a2-3 :a10-0 0-2-7 ��'� SPACING 2-0�0 CSI QEFL in (loc} I/d�l Ud PLAIES GRIP TCLL ��0 Rlates I�se 1.15 TC 0.40 Vert(LL) -0.02 11 � 240 Npi� 197/144 ' (Roof Srtav--40.0) ��1� 1.15 BC 0.45 Vert{TL) -0.03 91 � 1� TCDL 10.0 R�Streas Irnx Id0 WB 0.58 Horz(R) 0.01 7 Na n/a BCLL 0.0 �8 �RC2000/ANSI85 (Matrbc) Weight 265 Ib BCDL 10.0 LUN�ER �tACONG ' TOP CHORD 2 X 4 SPF No2 TOP CHQRD Sh�tl�ed or 8-0-0 oc pu�6r�, except er�d ver�c�ls. BOT CHORD 2 X 4 SPF No.2'ExoepY BOT CHORD Rig�oelh�g�red�r appGed w 10-0-0 oc braane, Exc�ept B2 2 X 8 SYP DSS 6-40 oc bracing:8-8. WEBS 2 X 4 SPF No.3'6coepY WB 2 X 8 SPF No2 , REAACTIONS pb/sizs) 14=1094/Q-38,7=5111i43-8 NAax Haz 14�8(load case 4) N�c UpGR14=82(bad case 4),7=830(load c�e 3) ' FORCES (fb)-Ma�dmum CompressioNMe�dmum Ter�sion TOP CHORD 1-14=1018N38,1-2=1502/201,2�1803/184,3-4=1915YL36,45=1915/xi8,S��f269,6-7=5330/658, 7�871/10 BOT CHORD 1314=103/84,12-13=21?J1104,11-12=-180/1244,1411�233/1944,a10=-411/3507,&�227/40 ' WEBS 1-1�126/1012,2-1�158/55,2-12=1Q3/135,3-12=10/232,311=147r/�i,411=-450/120,S11�Bd4U, 51�113l1126,�1�1749/252,&�37912�8,7-8--448/3784 N07ES 1)Special connec3ion required bo distribute web loads equally betvween ep pGes. , 2)3-P�Y tr�s bo be crorm��ogather Wflh 0.131"�f3"Nei��fOpavs: Top chords wnneded�follo�:2 X 4-1 ro�v at 0-9-0 x. Bofbom dw�con�as follaws:2 X 4-2 ro�ws at 0-4-0 oc,2 X 8-4 rows at 0-4-0 oc. Webs connecxed�follaNa:2 X 4-1 row at a9-0 oc,2 X B-3 rows et 0-4-0 oc. 3)All laads are cat�.aldered equaAy applfed to e0 pG�.�coept if noted as froM(F�ar badc(B)t�m t�LOAD CASE(S)se�ion. Pty�o py conrrectlons heve be�provided to distribubs only loads notad as(F�or(B).wless oih�wise ir�d. ' 4)Wind FSCE 7-0��mph;h=25ik TCDL=5.Opsf BCDL=5.Opsf;Category II;Exp B:endosed:MV4FRS gable�zor�; cenUlevw left ar�rbgM a�d;�d v�l leR erM rigM e�d:Lumber DOL=1.00 ptate grip DOL=1.�. �TCLL•ASCE 7-0�PF-�0.0 P��)��BaY��P B:P��Y�;Cr 1 6)Thb tr�s t�been chedced for uniform�r load ony,exoept as rroUsd. �Pro�ride adequa�e drair�ga to preverK w�er ponding. ' 8)This tr�s has been�grted ta�a 10.0 psf bottom chord Me bed nonconamerrt wNh arry ott�Ifire Irnads. 9)Bearing at joint(s)14,7�r�siders pereAel to grain value using ANSUfPI 1 angb to grain fortnuta. Buildv�g des�ner�muld �BfiY�P��Y of bearfr�g siuf8ce. 10)Provi�mec�anrc�l cbltr�cti�(by oUteB}af trt�s to beerirlg pla6e capable of witlts�sr�ding 821b upiift at jaM 14 and 830[b uplift at joirrt 7. ' ' ale of chord end flrst of verticel vwee sFreA rrot exceed 0.5�in. ' r Job Tniss Truas TYPB �Y P�Y MBtrO RBIIIOdelil1g/3220 BOhlts P061tlMUilLS ' 8�27R R1GZ SPECIAL 1 3 ,►�,� Unlveisal Faest Pioduds-Plmd 379.MumeWe,MN 58284 8200 s A�x 28 2005 NGTek I�t�hies,Irc Thu,�31 12�30'17 2008 Pege 2 N07ES ' 12)Hanger(s)or ottier wnnadion devio�s)shaA be pranded suffiaerd to suppa�t conceMraUed bad(s)4485 Ib down arid 610 Ib up at 13513 on bot6om d1ad. The d�gN�tec�fon of such connectlon devi�(s)is the respor�ibil'dy of othera. LOAD CASE(S) Standard 1)Srmw.Liunber Inc►eas�1.15,Plate Inaeas�7.15 ' Unifortn L�ds(pi� V�rt 1-3=100.35=100,rr7=100,1314=20,�13=20,��20 ConcerltraUad Loads(Ib) Vdt�4485(� ' ' ' � ' � ' ' ' ' r � t r � � Jab Tn,sa Tn�ss TYDB 4►Y PN M@Uo Remodeling/3?20 BOht�PoIntlN011LS ' 88027R R7 SPECIAL 1 1 Job Rdee�oe Univetsel Farest P�oducls-PIaM 378,Mkttre��MN 58284 8200 s Apr 28 20Q�AN7'ek IrMuatrles.Inc,Thu.lmi 31 09:12�5 2(108 Page 1 ' , -�� 1-1� � 2313 � 7$B � 12 73 ,� 1411-0+1611-0 i 1-0-0 1-1�8 1 z�4 61-11 C►1-11 1 2�4 1-1�9 1-0-0 Srsie=t ' B1B A� 6x611�0= 4x4 N�O= �c81Y�0�i4 p 8 6 �t6 N�O�� ' 1p,pp� d ��= 7 3 � � �tg p�2p- � ' Z e � ,a u „ e Ia I� eace d�o= e�mmzo= �a e�- , 6�cs e�0= 16 ��r 3x4 k�0 I I 3�c41YIDZ0 I I ' , 1-1-8 , 2-3-13 , 12 73 , 138-7 , 1411-0 , � � � ' 1-1�8 1�-4 103-7 1-2-4 1-0� Plaffi Olfseffi : 4:0-4-1 Ed 8:0-4�1 E LOAD(WG(ps� TCLL �.0 PPia�s Irn�ease 115 T�C 0.45 Vert(LL) -0.17 12-�3 � 240 �� O�$°09��'�� Lumberl� 1.15 BC 0.72 Vert(TL) -0.3512-13 � 1� ' TCDL 10.0 Rep Stress Ir�cr YES V116 0.49 Horz(TL) 0.07 10 Na n/a BCLL 0.0 �e IRC2000/ANSI85 (Matr6c) Weight 84 Ib BCDL 10.0 LUINBER BRACU�Ca ' TOP CHORD 2 X 4 SPF No2 TOP CHORD Sheethed or 49-0 ac�rfit�, e�roept ertd verticals. BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid oeUing directly appiied or 8-0-0 x bradng. WEBS 2 X 4 SPF No.3 t REACTIONS pb/size) 15--�2/0-3-8�10-887J0-3-8 Ma�c Hmz 15=71(l0�c�ae 4) Ma�t Upliftl5=-82(l0�c�4),10�-82(load t�ae 3) FORCES (m)-Ma�d�m Com�ressionlMa�drtwm Tena6on ' TOP CHORD 21�900/143,1-2=0/73,2-3=-1048H88,34-=1235H�,45=1083H17,5-8=1093185,67=1235d72, 7�1048/114,&�0/73,&1�-�O/94 BOT CHORD 1415=80/82,1�14�147l756,12-13�297/1882,11-12-5@f/�,1411=89/35 WEBS 214=111/�,314=-337l0,3-1�-52P3�,473�0l3B0,rr1�817P239,5-12--817/238,612--0/380, 7-12=-27i�8,7-11=-�i7M,811L71{888 ' N07ES 1)Wind:ASCE 7-02;�mph;h�25f�TCDL=S.Op�;BCDL=5.Opaf;Catego�Y��;ExP B:end�d;MV4FRS gable erxl awre; carttilev�left and rPgM mcposed;erM vertical leR and r�M expoaed;Lumber DOL=1.�P�te B►IP�L=1.�. 2)TCLL:ASCE 7-0�PF--40.0 R��)��BaY��B��pY�•:Ct=1 1 s)rhis a�s r�been c�edced ror wiform sarow�oad on►r,wooept�rroted. 4)This truss tms be�des�ried for greatsr of min roof liwe bad of 18.0�f or 1.00 tirt�s flat raof load�40.0 psf wi overhan� noncorrca�rr�t vvifh oUref Qve Ioade. �Provfde adequate drafr�ge to prevertt water ponding. B)This truss F�been deaigned far a 10.0 psf botlom drord We load noncrorrcwrnarrt wMh arry oth�Cwe loads. �Bearing at joint(s)15,10 wr�iders parall��o grain value using APISI/TPI 1 angle bo g�ain formula Bupding desigr�shouM ' veriy capacilY ot bearing surtaoe. 8)Provide machenic;al conr�on(by oth�s)of truss Uo bearing plate cepable of wlThsband'mg 82 m up61t at joirrt 15 and 82 Ib uplift at jairk 10. LOAD CASE(3) Star�dard 1 1 ' ' Jab Tn�s Tn�s TYPe �Y �Y MetrO RBmode161g/3n0 Bot1t�POintlMUiILS ' 88027R R1A SPEqAL 1 1 .lab Refeefroe Urdversal Faest Ptoducffi-Plant 379�M6meoEa,INN 58284 8200 s A�28�NBTek IrMustrBes,inc.Thu.I�31 1230'24 20�Page 1 r1-0-0 , 1-1-9 , 23-13 , 7S6 , 1273 + 733-7�14� ' 1-0-0 1-0� 12� 61-11 51-11 12�8 11� Scate=1:30.1 ' 8i8� 6x6 N�'10= 4i4 M02D= ' '6x8 N�20ii 4 � 6 8 10.00� d 1�N�O�� 4u8 6d�= 11� 1M1B � 3 �e , � a z I� � � �z „ to la I� ' 13 �t6 A�10= �t8 d�= gxg NI�- 9 M �� 3x411A�I I 1 , 1-1-9 , 23-13 , 12 73 , 139-7 1411-0 � � � T ' 1-1-8 1-2d 103� 1 2�5 1-1�8 PIaUe Otisets : 4:0.49 Ed :0-4-1 E L��'� SPACUdG 2-0-0 CSI D� in poc) Udeil Ud PLA7E.R GRIP TCLL �•0 p�� 1.15 TC 0.45 Vert(Ll.) -0.1711-12 � 240 MII� 197/144 ' (Roof Srrow--40.0) ��I� 1.15 BC 0.71 Vert(fL) -0.35 11-12 >49�6 180 TCDL 10.0 Rep Stresa Irnx YES WB 0.51 Hwz(R) 0.05 8 Na Na BCLL 0.0 Code IRC2000JANSI95 (Ma� WeiSht 61 Ib �DL 10.0 LUAABER �iACO�Ca ' TQP CHORD 2 X 4 SPF No2 TOP CHORD Sh�tl�ed w 4�8 oc purfms, exc�t end v�ats. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid oeifmg direclly applied or 6-0-0 ac b�aang. WEBS 2 X 4 SPF P{o.3 , REAC710NS p6lsize) 14-978/a3-8.8=855l0-38 M�c Haz 14�2(load c�se 4) M�c UpQft14=-81(lo�i c�e 4),8=-78(laad c�se 3) FORCE3 (Ib)-Ma�dmum CompressionfMaximum Tarts(on ' TOP CHORD Z 14=887/149,1-r-0r/3,2-3=1030/187,3-4=1215H 11,45=1075J120,b�1�7J82,8-7=1131lBB, 7-�09H 09.88�/128 BOT CHORD 13-14=93A59,12-13=184l744,11-1r-3U6/1�5,1Q11�/801,8�1�30@6 WEBS 2-1�118l�4,313=334/0,3-12---45/393,412�0/373,S1r T/B/L33,511=-85�J242,�11�/343, 7-11��/489,7-10�-427/0,&10�-73/5Q5 t N07ES 1)Wind:ASCE 7-Ox 90m�;h=251�TCDL=5.Opsf;BCDL=S.O�f Caffigory II;Exp B;erni�ed;MV4FRS gahde end�wre; cenhlevet leR ar�d riBht�cp�ed:ertti vertit�l left and rigM e�osed�Lumber DOL=1.00 plate grip DOL=1.00. 2)TCLL'ASCE 7-Ox PF�0.0 p�(i�t roof sno,�;CaUegary II;Exp B;Partfally E�.;Ct=1 ' 3)This truss h�been dreciced tor unifmm sr�anr load ony�exoept as noted. 4)This truss has been designed f�g�of rtdn iooi Qve loed of 18.0 psT or 1.00 tirt�s flat rooF l�d of 40.0 psf on overtmngs rron-oomx�rt�t with ottrer Gwe loads. �Provide adequahe drair�ege Uo prevent w�er pomm�g. 6)This Ut�s has been designed f�a 10.0�f boltom drord We bad rwncorux�rtern wilh arry a�Gve loads. �B�rin9 at jairras)74,8 conaid�s perallel to grain value using ANSUTPI 1 arig�to grahi formula. Bui�ing desigrrer shaild ' 8)P�ro�vi��'u�l conrre�tion N°Y oUiera)oi truss tD bearing p�cepabb of witltsiand'vig 81 Ib upGft at joirrt 14 and 78 Ib uplift et joirn a. e)Gap beboreen inside of top c��ord bearirtg end flrat d�gonal or vertfcal vveb sF�A rrot�coeed 0.5�m. ' LOAD C,ASE(S) Stat�dard ' 1 ' .bb Tniss Tnisa TYDB �Y �Y M�o RemOdBling/3?20 Bolttx P061tlNIHILS ' 8�27R R1B SPECIAL 1 1 .Wb R� umve�sm r-aes��-�n�e.nnwre�,n�nv�s2ea szoo s ry,rze zo�n�urex mm�s,Inc.Thu Jmi 3109:12a�8 2008 Page 1 , -1-0-0T� 3�4 , 7�-8 , 11$12 13&7 , 1411-0 ,1611-0, ' 1-0-0 1-1� 2-2-11 41� 41d 2-2-11 1-0-8 1-0-0 3ca�=1 Bx8 N�O= , �c8 l�10 4x4 N�O= 4 r 6 6 a ' �� 4u81Yl�ii �tt6 Nffi0�� U1�6 Y116 �� T d 3 ,�B E�D- � � B , 2 8 � �s u �, e Ia 1� , � ��- ��_ �n�= axs ewxo= as �°'°°� �ca n�u �ca�o n ' 1-1�8 3.4d 11�8-02 13�-7 1411-0 ' 1-0� 2-Z-11 &2� 2-2-01 1-1� Plate OBsets : 4:0-4-1 Ed :0-4-1 E e LOADp�(pa� gPA(�I6 2-40 CSI DEFL "m (loc) i/d�i Ud PU4TES GR� TCLL 4U.0 p��na�e 1.15 TC O.T/ V (Roof Snomir�0.0) ��mber Irrcx� 1.15 BC 0.48 V�LL� �.�12-13 � 240 AAII� 187H44 ' TCDL 10.0 ert(R) -0.1712-13 � 1� scu o.o R�st�ir,�r r�s ws o.a� Hoa�� a.os �o � r,� BCDL 10.0 � IRC2000/ANSI85 (M� yy¢ig�g7� LUI�ER BRACBdG ' TOP CHORD 2 X 4 SPF No2 TOP CHORD Sheatl�ed or 5-38 oc pur6ns, exoept end v�ls. BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid oailing direc�iy applied or 8-0-0 oc bracing. WEBS 2 X 4 SPF No.3 ' �►croNs mv�> ��a3-e,��aa-s N�t H�c 15=-91Qoad cese 3) Ma�t U�ft'15=58(bad case 4),1�58(load c�e 3) FORCES M)-Mmdmum CompressioNMebrtwm Ter�aton ' TOP CHORD 21�901/125,1-2=0/73,2-�1 W4H88,3-4=-7139J107,45=889NO2,5-8=899!/4,�7=1739l74, 7�-1094/72,&8=0-0/73,&1��1l61 BOT CHORD 1415=-88H08,1314=185�00,12-13=171l1234,11-1r�,1411=7�38 UVEBS 214=103/782,314=125/42,313=75J94,413'�/352,''r13=-004H41,rrlr-1{04/140,612--0/352, 7-12--35/84,7-11=12510,�11=301782 , NOIES 1)Wind:ASCE 7-0�9Qmph;h=251t TCDL=5.Opsf;BCDL=5.�Sf�ory II;E�B;erx�o�d;MY4FRS gable�td zor�; carrttlever�ft ars!r�ht�cposed�end vertical left arM riBM e�ed�Lumber�L=1.�ptafie grip DOL=1.00. 2)TCLL ASCE 7-Ox P/--40.0 Paf(flat�oof snaa)�CategaY��E�B�PeNaQY E�.�Ci=1 ' s)rhts m�s t�been dredced tor unifmm anow�oad ony�exoept�noeed. 4)This tr�s F�s be�d�igr�ed for gr�er of min ioof INe bad of 76.0 psf or 1.�Brt�s flat roof load of 40.0 psf an overtmr�gs non-�rtwrrent Yaitlt oUrer�re loads. 5�Provide adeq�drair�ge to prevern water por�ng. 6)This truss has been de�gr�ed for a 10.0 psf bottam choM Ifve load nonwncxnrerrt vvitlt arry ofh�five loa�. ' ��8�1�(s)15,10 considers perallel to grahi vel�►�sing ANSUTPI 1 ar�le to grain fom�ula Bu�7dmg desigr�should verifY�P�h�of bearhig surfa�. S)Provlde m�r►bcel cbnr�on(by otlters)of truas to beering p�te capable of wiVfsiartding 58 Q�up4ft at joint 15 er�d 58 Ib uplift at jaint 10. LOAD CASE(3) Siandard ' , ' � Job Tn�s Tn�s TllPe Qh PN Metro F3em B4h1�PoieltlMHfLS � �2TR R2C1 SPECIAL 1 9 ,bb Rd�e Uni�l Fwe�Producis-Plant 379.�.MN 58�4 6.�0 s Apr 28 20�NBTek��ries.lrc.Tlai.lan 3il 09:72a9 2�08 Page 1 ; 1-11-1 � 3-7-16 � 8�8 � 9-2-13 , 12�d-01 , 78�6d► 427•B ' 1-91-1 18-14 2-9-7 2�7 � 3.9-9� 8-1-10 413 Seele=1A8. a ��_ ��- ,�o� � r t ' � Bx,Z A�- 7x,Z�i— &14(12 y� 6x14�� 2cd�011 3 P A e ��— di 88 ' Z �YI �' ��= Ia�,l� n �e 9s ta '� �a 79 a 1 3�c4 A�I I 6a�1�0= �[4 tM�I I 9?x1211�20= 6��WB= 4�i�_ �p ��L �c4 A�I I 6x8 NID�= ' _ , 1-11-0_�_37-16 , 8$8 9 2-13 92�-11 1&85 , 21�7 �2 7� � —r� ' 1-11-1 1514 2�8-7 2�-7 3-1-14 8-1-10 3�3-2 Q10-0 Plate OHse4s 0-3-11 E e 3:0-8-0 0-2 8 8:43-0 42-1 :0-0-0 0-i�t LOADING(psry SPACING 2-Q-0 CSI DEFL in (loc) Ud�l Ud PLAiES GR� TCLL �•0 �� 1.15 TC 0.78 VerqLL) -0.52 1598 >517 240 M1120 797/144 � (RoofSnoav-�0.0) ��mberlr�ase 1.15 BC 0.86 Vert(TL) -0781578 a3q4 180 AAI�FI 748H08 TCDL 10.0 Rep Shess Irttx NO WB 0.73 Hwz(R) 0.21 10 Ne Ma BCLL 0.0 Code IRC2000/ANSi85 (Metrb4 Wei9ht 1�Ib �DL 10.0 LUAIBER �ACWG ' TOP CHORD 2 X 4 SPF PIo2'Exo�Y` TOP CHORD Sh�Ured or 21-7 x�rlir�, e�mept end v�ticais. T7 2 X 8 SYP DSS,T2 2 X 4 SPF 1650F 1.SE,T4 2 X 8 SPF No2 BOT CHORD R�id aeiling drecUy epp6ed or 10-0-0 oc braang, Exc�apt BOT CHORD 2 X 4 SPF No2`E�ccepP 60-0 oc bracu�g:1411. B1 2 X B SPF 21�F 1.BE YVEBS 1 R�at m�lpt S14 WEBS 2 X 4 SPF No.3'ExoepY W3 2 X 4 SPF No2 ' REAICTIOI�EB (Ib/s¢a) 1=1349J43-8,1�1340/43-8 N�c Hmz 1=109(I�d ca�4) ' Max UpINM=79(load t�e 3),1�-58(load e�e 3) FORCES pb)-Maximum ComprassioNMa�dmum Ter�aion TOP CHORD 1-2--46188,2-�4794l282,3-4�157f348,45=8157/348,$-�30181134,6-7=2301/123,7-�1737l102, &�-1388/81,�1�-1277/51 ' BOT CHORD 2-17=25�/4817,18-77=250J4730,1rr18=318l7228,1415=320/7288,1�14=-�/1319,12-93=-67/1317, 11-12=27/1Q59,10-11�17/75 WEBS 317=20892,5-75=258/25,5�14=5118/248,8-14�18H�9,7-14=88/1118,7-12�H58,&11=418Y33, 411=34/1�4,&12=71/275,41�244JB4,31�-72H488,r18=1121l� ' ' IdOTE3 1)Wutd:ASCE 7-0Z�mph;h=251�TCDL=S.Ops9;BCDL=S.Opsf Ca�gory I I;E�B;earc�d;MVYFRS�ble end zor�; car�ev�left and right�cp�ed;�td veo'ticel I�t m�d ri9ht�ed:Lumber DOL=1.00 P�9�P�L=1.00. 2)TCLL ASCE 7-0�PP--40.0 P��►��):��Y��;�B��N�.;CY-1 3)This b�s h�been dtedced for uni�m strow load only�e�ept as�. 4)Peovide�eqtmte d�air�e Uo ptawent water ponding. ' S)This tr�s has been t�signed for a 10.0 pst bottom dwrd Bve load iwnaorxaureirt with erry otl�er fine loads. 8)All pla6es are MT20 plates unless o41t2ivv�e htdicated. �Be�irt9 at jdnt(s}9,10�rtsid�a pare0el to grein value using ANSUfPI 1 engle Uo g�ain formula. &n'�'mg dasigner shatld veri�'y caioaaty of bear�t9 stulaae. 8)Pmvfde rrtechanical�rtnec�Ion(by others)af fi�s to b�r�g�te�6de of wiU�nding 79 Ib upl'dt at joint 1 ar�d 58 Ib up6fl 1 at join410. LOAD Ca4SE68) S�rx�id , ' ' Job Tn�s Tn�s TYPB �Y �Y MehO Rert10dB1iI1gf3220 BOht�POintlMFULS ' 8�27R FCl SPECIAL 7 1 Job Relere�e Urdverael Fae�P�oduds-P�nt 378.M6vre'o�,NBd 58'lB4 8.�0 s Apr28 200.5 MTeic Ind�ies.tnc.Thu.I�310912a�8 2008 P�e 1 , 1-17-7 , 7$10 , 11-2-13 , 13dr2 17dr14 21�-7 �27� ' 1-1� 1-7 r 8-7-9 3�83 2 2-S 4-0-12 43� Q10-1 Scate=1:45 8x8 M�= , 6r14 At�20= 10.00� a � B Bx12 N�= Sx8 A�O= � T4 - ' Bs14 r 3 � 4 YYS 4tc8 d�0�� w y� 6a181�0= b ' �8 2 � �� a�= la�� , 18 14 13 12 11 t0 2c4 MID20 I I 4�c4 d�= �c8 l�0= �c8�= g � �c4 dIIlTA= �� c4�I I f�8 lIID20- 1 , 1-11-0 , 7-6�10 , 11 2-13 13dr2 17�-04 21.9-7 $2 7� � � � ' 1-11-0 67� 383 2 2-S 40-02 a.s.s a�at Plete Ofisefs :0-8-0 a2-9 5:0-4-1 E 8:47-0 Q2-4 LOADING(ps� TCLL 40.0 �ACOQG 2-6-0 CSI DEFL in (loc) Udefl Ud PLA7ES CsR� (RoofSrrow--40.0) P�� •�5 TC 0.78 Vert(LL) -024 2-15 � 240 ANi� 197/144 � TCDL 10.0 ��mber I� 1.15 BC 0.77 Vert(TL) -0.38 2-75 >711 1� BCLL 0.0 R�Str�s Irnx YES WB 0.57 Harz(TL) 0.16 9 nJa Na BCDL 10.0 � IRC20�JANSI85 (Matr6c) UVeight 1��y LUIYBER BRAC0�1(i ' TOP CHORD 2 X 4 SPF No.2•ExcepC' TOP CHORD Sf�eatlied or 2-1a12 oc�rf'vis, exoept er��ticals. T1 2 X 8 SYP QSS BOT CHORD Rig�c�7ing�rectiy appGed ar 10�0 oc bradng, Except BOT CHORD 2 X 4 SPF No2'ExoepY 8-0-0 oc bracang:�1 p, B12 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF No.3 ' RFJ1CTiONS (Ib/s�e) 1=1342/0-3-8,�1340/0-38 Ma�c Horz 1=135(load case 4) Matt UpiiM=84(l0�case 3),9--�4(load c�3) , FORCES (Ib)-Ma�6rtwm CompressiorVMa�drtarm Te�ion TOP CHORD 1-2--�/58,2-�-2�3/1�,3-4=2827/172,45=2107/133,5-6=1884/102,�7=1713/84,7�-14WP34, &�1279/15 BOT CHORD 2-15=1402861,1415=1372692,1314�121/2833,12-13=-3911733,11-12�39/1233,10-11=29/1193, ' a1�-38/29 WEBS 315�239,314�/1�,414=111/21,41�1601/162,51�-43/942,�1�73I845,�11�//176,7-11=88153, 7-1�51/70,&1�29/1205 NIOiES , 1)Wmd:ASCE 7-0��mph;h=25f�TCDL=S.Opsf;BCDL=5.OpsF,CaUegory II;Exp B;endosed;MWFRS gsWe�d zare; caz�ilev�left and ri9ht�:end vert�al I�t ertd r�M e�d�Lumber DOL=1.�plate grip DOL=1.�. 2)TCLL:ASCE 7-OZ Pl--40.0 P�I��Y��Y��:�B��N�P•�C�1 3}This Uu�h�be�checiced{or unfimm arro�v laed only,except�a rroted. 4)Provide�mte drainage Tp preverrt wat�ponding. �This truss F�been desi�for e 10.0 psf bolfiom ctrord INe load rror�conamerrt wilfi arry otl�live lo�s. ' B)��9�l�s)1,9�nsiders parapel to graht value�ing ANSUTPI 1 angle to grain fortrtula. Building d�iBner should verify capaaty of bearing surfac�. �Provide mechanical cpnnection(by Whers)of truaa to b�ring plate c�pabfe of wifhstand'mg 64 Ib uptift at joint 1 arM 44 Ib upGR atjoint e. ' LOAD C�►S�E(S) Smr�rid ' 1 1 Job Tn�s Truas TYPe �Y �Y Met�Remodelitlg/3220 BohnS POirNMH1LS , 8�27R Ii2A SPECIAL 1 1 Job R�ermwe Urdvaisal Faest Producfs-Plmrt 378,M§tr�,MN 58284 8.200 s Apr 28 2006 N6Telc Ind�ies,Inc.TYtu J�3109:12a6 2008 P�e 1 ' ' 1�� 8��3 , 11�68 , 13 2-18 ,1A�89, 18�7 , 19-0 7 21-a7 �2 7� 1-11-1 4-8 Z 4-0-2 1�-7 1 2-12 1-11-04 2�-0 2�-0 0.10d �:1/4'�I' 6�A41�20= 8x8 h�0= , ��k� 8x12 d�= 8 � P � ' 0 4 6 &74 r � 4z41�0�� 3x8 AA1120� 8 � 3 ac4�ll � ' � � s 10 2 1 ^ ' � c�a�- a r r, ,s ,s ,a � �z I y� mw a�o- s�em�m- mca�o- �� ca e�= �o.aoL �a e�m u ' ��= eans e�o= , 1-11-1 , 11�88 13 2-13 ,14dr9, 18.5-7 21�-7 �2 7$ i ' 1-111 8�-S 1�-7 12-12 1-11-14 s�-o a�a� Plate Oflse� 0-413 Ed a:as-o as- s:o-4-� :a�-o az� 12a7� LOADMG(pa� gpACO�G 2-0-0 CSI DEFL in TCLL 40.0 (�) �defl Ud PLA7ES GRIP (Raof Sna�40.0) Plates Iruxease 1.15 TC 0.64 Vert(LL) -025 2-17 � 240 MII� 197/144 ' TCDL 10.0 �Irttxease 1.15 BC 1.00 Vert(fL) -0.50 2-17 >541 180 BCLL 0.0 R�Stress Irnx YES WB 0.77 Horc(R) 0.16 11 Na Na BCDL 10.0 � IRC2000/ANSi95 (Mab'o� Weight 131 Ib LUIY�ER �ACO�G ' TOP CHORD 2 X 4 SPF Ido2•Exoept' TOP CHORD Sh��310-7 x purl'u�s, �ccept end ver6ceis. T12 X 8 SYP DSS BOT CHORD Rigid oe�'6ng d�tiy appf�d or 10-0-0 x b�acirtp. BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SFF PVo.3 , REAAC'�IONS (Ibls¢e) 1=134?l43-8,11=1340/0-3-8 Al�x Haz 1=158{bad case 4) Mau Up6R1=39(laad c�e 3),11=11(bad case 3) ' WRCE,S (Ib)-M�dmum CompressiaNMaximum Ter�ron TOP CHORD 1-2�27,2-�115/133,3-4�2059l76,4S=18T/f91,5�158?182,8�7=132?J87,7�1562/59, &�1447/35,9-1�1400/0,1411=1324/0 BOTCHORD 217=173/2952,1617�9/1808,1&1�58V1�2,141�58H882,1314=18H155,12-13�/1257,11-122�//58 WEBS 3-17=72H0/120,417�f149,418=386�/,rr18L57J214,&14�118Bf11,�14�-48l705,7-14=74/485, ' 7-13�P1'19.�13=154/50,8-12=279J84,�1r 148/50,10-7r-0/1109 NOIES 1)Wh�d:ASCE 7-0Z 90mph;h�5ik TCDL=S.Op�BCDL=S.Opaf;Category II;Exp B;ertdosed;MVVFRS gable end zw�e; c�nhlever left and r�ht wcposed��d vertical left end ri9ht exposed:Lumber DOL=1.00 plate grip DOL=1.�. , 2)TCLL:ASCE 7--OZ PP-�0.0 P�(f�t roof snaw)�CeOegmY��P B��Y�•�Cr 1 3)This truas F�s be�c�eciced for uniform snav load onlY.w�pt�noUed. 4)Provide adequate d►ai►�ge to Prev�t water Pcndin9. �This truss F�been d�igrred for a 10.0 psf bottom dwrd Itve load rroncrorxwrreM with arry othw Gve(oads. B)Bearing at joint(s)1�11 consid�a pa�aAel to grain val�uaing ANSUTPI 1 engle to prain formula. Buiiding desigrrer shouid verify capacKy of bearing surtace. ' �Provide rt�cttenical connecUon(by oihera)of Uuss bo beerin9 PIaUs c�te of wiU�ndin9 391b uplift at jomt 7 arM 11 Ib up6tt atjoint 11. LOAD CASE(S) S�ndeid , , ' , Job Tn�s Tn�ss TYPB �f/ PN MeU�O RErtlodefltlg/3220 Bohr�POintlMHfLS ' 88027R R3 SPEGAL 5 1 .bb Retser�ce UN�rsel Faest Produds-Plmit 379.M�neo�.NW 58�4 8�0 s Apr 28 Z005 RATek IrM�ries,lnc.Thu.Im�3108:13:00 2008 Page 1 , 1-� 8�8 , 18d►8 18-00-12 , 72 7$ � ' 1-11-1 6�� 8�4 3-Sd 3512 Scale=1- 6x8� &14� , 6 8x811�0� 10AOL ' �t8 N�� 4 �c4 N�20�� 3 g ' � 1M4 ac4 A�I I 7 8 2 ' �� •�e a�m= la�� ts u „ �o Ia ac41Y�0 i I 3a6!�MlO= g �c8A�0= 1QODL �c4lA�2011 , 8t18 NO�= , 1-11-0 , dSdr + 18d►8 Z1�-7 �2 7$ ' 1-11-0 8.9�4 8-9d 8-3-15 0.10-0 Piate OBsefs : 4:0�4-0 E 5:0-4-0 0-Z 10:47�0-3-0 ��.0 SPACING 2-60 C31 DEFL in Qoc) 11ddi Ud PLA7ES CsRtP (Roof Snav--40.0) P�I� 7.15 TC 0.82 Vert(LL) -027 2-13 >978 2� MIi� 197/144 t TCDL 10.0 �mberlrns� 1.15 BC 0.74 Vert(TL) -0.44 2-13 �810 1� BCLL 0.0 Rep Stress Irta YES WB 0.75 Horz(TL) 0.17 9 Na Ne BCDL 10.0 �� IRC2000/ANSI85 (AAabfic) Weight 1071b �� iACQ�G ' TOP CHORD 2 X 4 SPF No2'ExoapY TOP CHORD Sh�hed or 4-0-14 x pwiins, �cc�ept erxi�Ricals. T1 2 X 8 SYP DSS BOT CHORD Rigid�ifing�rectly applied or 10-0-0 oc bradng. BdT CHORD 2 X 4 SPF No2•Ex�pt' WEBS 1 Rav at rt�pt 311 81 2 X 4 SPF 1650F 1.5E WEBS 2 X 4&PF No.3 , REACiiONS (IlNaize) �1340l43-6,1=134?J0�3-8 Nlmc Horz 1=187(bad case 4) , FORCES (m)-Ma�dmum CompressionlMaximum Tenaion TOP CHORD 1-2--�0918,2-�-2784/25,3-4=-1404/18,4:r=7287/41,5-8=1513/41,67=1496l5,7-�1430l0,��1351l0 BOT CHORD 213=127/2559,12-13=127i2558,11-1r 127/2559,10-11�H247,�10�f76 WEBS 3-1�0/289,&91=18�/131,511�0/948,�11=212/48,&10�/1148,7-1�-17�48,8-1�208/57 , NOIES 1)Wittd:ASCE 7-OZ 80mph;h�2.5tk TCDL=S.OpsF BCDL=5.Opsf;Ca�egory II;Exp B;endosed;MWFRS gaWe�zone; c�ntilev�left and right eo�;end verHcal Idt et�d right�d;Lumber DOL=1.00 p�0e grip�L=1.�. 2)TCLL:ASCE 7-0x PF---00.0 P�(flai roof snow):Ca�gay��ExP B,Pe��Y�P•:Ct=1 s)This tr►�s t�been dfedced ior uniiwm samw bad ony�except as naded. , 4)Thh�truss has been designed for a 10.0 psf bottom chord Itve load nor�ruxvrent vvifh erry�Gv+e loads. S�Bearirtg at�int{sj 9,1 c�tders parap�Uo grain value�ir�p ANSI/TPI 1 engle to gram formula. Buadmg�gner should v�ify c��of bearv►g surface. LOAD CASE(3) Siendarc! ' ' 1 , ., � Job Tn�s Tn�s TYDe Qh ��Y MBfiso R@IIIOd@liltg/3220 BOh11S PoirIMNIHILS ' 88027R R4(i1 SPECIAL. 1 4 ,�,� Ur�re+sal Forest Prod�als-Wmd 379.A�.MN 58284 8200 s Apt 28 200.51rGTek Ir��mfries,Inc.llw J�37 09.13U12008 Page 1 � 2-11-0 , 9$8 , 1B8$ , 98-0Q12 , 22 7-13 , 27-01-0 ' 2-11-0 � 8-9�4 � 69d � 35-4 2�-0 633 Seale=1�0.7 67[8 N�� ' Bs14� B Bx8 A�20� &�N�O�� 4x8 N0�� Bn811�20�� ' 4 8 3 7 tlIQ ' YY4 10.0DL 2 8 � T4 14 ' Bz8 NIO�% 7Za72 M — � 1S 12 17 10 � 3xe�I I Wc8�= 3�8 Nffi0 I I `�E�— e ' � N 2-17-1 sas �e��s �a�a�z zza.�a ��-0 ' 2-11-0 8� 8�d 3-6�4 2�-0 S33 PIffie Offs� 47-3 :0-4-0 :0-4-0 a2 6:0-4-0 :411�0-a ��'� SPACUV(i 1-0-0 CSI DEFL in Qoc) Ud�l Ud PLATES GRIP TCLL 4U.0 p�lncre� 1.15 TC 0.88 Vert(LL) -0.49 &10 >878 240 MIY10 137H� ' (Roof Snanw40.0) ��y�I� 1.15 BC 0.82 V TCDL 10.0 ert(fL) -0.73 &10 N152 180 BCLL 0.0 Rep S'h'ess Ina NO WB 0.84 Horz(TL) O.BB 8 Na nle BGDL 10.0 � IRC20001ANSI95 (Ma6v� yye�g�773�y LUAiBER BRAC�VG ' TOP CHORD 2 X 4 SPF No2•ExaepY TOP CHORD Sheetl�ed or 8-0-0 ac p�afms. T41.SX11.875(3an�Lam LVL 20E,T1 2 X 8 SYP DSS BOT CHORD Rigid oeifmg dire�r appfied or 140-0 oc bracing. T3 2 X B SPF No2 BOT CHORD 2 X 8 SYP DSS WEBS 2 X 4 SPF No.3 ' REA�7lONS (Iblsize) 7=247Q/0-s11.8--9353/438 RElatt Ho21=9T(bed cese 4) Maoc UpllM=-40Qoad case�,�-203(load c�e 5? ' FORCES (Q�)-Ma�drtwm CompressfortMlaximum Te��On TOP CHORD 1-Z--947/24,2-3�7�1H61,3-4=5837/711,4�5843/721,5-8=�836/153,�7�138,7�-11384/230, &14=20650144,8-14=5670/1� BOT CHORD 2-13�205f/�1,12-13�205d7081,11-12�205r/�1,1411�i/14132,&1�-2W/13917 t WEBS &13=U/818,3-11=1827/�,5-11=123/6542,7-11z10850218,7-10=70/3151 NOTES 1)Spedal��n required to drs63bute top clmrd loads eq�miiy b�en all pGes. 2)'6FIy truss to be cormecffid together with 0.1315c3"Neils�fotlavs: ' Tap chords con�ffi folla�va 2 X 8-2 rows at 49-0 oc,2 X 4-1 row at 0-9-0 oc,2 X 8-2�ows at 0-9-0 oc,1.5 X 11.9-5 r�Dws at 0-4-0 oc. Bottom c*ards con�d�follw�va:2 X 8-3 mws at 0-4-0 oc. Wabs oonnec�ed as fopavs:2 X 4-1 row at 6�8-0 x. A�ch diards witl�1f2 inch diameier bo�(ASTM a30�wilh w�hers at 2-0-0�aerrter. 3)All loads are wr�sidered equaUy ap�ied Uo aA pU��c�pt it rro�ed as frvnt(F)or badc(B)f�e in fhe LOAD CASE(S)saction. ' Py to pIy conr�ecU�heve been provtded to di�oNy loads rroted as(�rn'(B)�unless a�4x&�eed. 4)Wmd:ASCE 7-dx 9Umph;h=25ik TCDL=5.OpsF BCDL=5.Op�;Ce�ory II;E�B;end�ed;MdUFRS gade end zor�; can67e�rer teft arM ri9M e�cpo�:end vertical left m�d rigM e�ed;Lumber DOL=1.00 pba6e gtip DOL=1.�. �TCLL•ASCE 7-Ox PF-40.0 psi(t�t roaf a►roM�);Categay II;E�B;Partially E�.;CY 1 B)This truss F�be�dredced tor urttiorm�ow toad onN�emept as noted. , �Thta tr�s has been de�grted for a 70.0 psf bottam drord INe load nor�conaurerrt with arry oth�I'nre loads. 8)Bearirt9 at loh�t(s)1�8�r�aid�a perallel to grein value using ANSI/TPI 1 ar�gle to gra'vi fortnula. Buading desi9r�e�s�uld�erifY capadly of bearing surtace. 8)Provide mec�nic�ll c�nr�edion(by others)oi truss Uo be.arin9 P��Pable oiwil�nding 40 Ib upGft at joiM 1 ar�2�i Ib uplitt et joiM 9. ' Cwdbwed� 2 ' w � � � � � � �O � � � � � � g � � �� g � � � �� $ � �� ' � �� m � � �� o � � �� , � $� - � �� ' . �� f � �� f � � � ��. � � � �; d � � � �� .. �� ;� �� o� � �� LL � � � � �� s� � � � � � � � � � � � � � � � � � � � ' .lob Tn�sa Tn�s TYPB �Y �Y MBhO R�IIOdBIing/32Z0 BOhI16 POintlMMIL.S ' 8802TR R4 SPECIAL 7 1 .Iob Ref� Urdverad Forest Prod�-Plm�t 379�Mkqre��NW 56284 8.�0 s Ap28 20D5 N6Tek Ir�s�Inc.Thu.lm�31 12.'3030 Z008 Page 1 , 2-�� 9�&8 � 16�8 + 18-10-02 , 22�-7 ' 2-11-1 &8�d 8-9d 3dtA 2A0-11 8m1e=1- SxB�Y ' 6.14� 6 Bx8 h�0� 10.OD� , �� 4x4l�0�� 4 3 6 ' �t8 A�I I NR � 7 Z �Ia ' � 87[8 M020= �� „ ,o s $ 1� �� - ��- 1 ��- 2-N-1 9�8-5 1&B�8 42�8-7 , 2-11-1 8�9-4 &3•4 8-3-16 Plate Offsefs 0-0-13 0-40 4:0-40 E :440 a2 �� SPACING 2-Q-0 CSI DEFL in poc) UdeH Ud PLA7ES GRIP TCLL �.0 Plates Irttxease 1.15 TC 0.89 Vert(LL) -0.47 2-11 >570 240 MIYLO 197l144 ' (Roof Snorv--40.0) ��y�I� 1.15 BC 0.� V TCDL 10.0 ett(TL) -0.72 2-11 >387 1� BCLL 0.0 Rep Stress Irnx YES WB 0.82 Horz(R) 0.22 7 Na Na BCDL 10.0 �� IRC2000JANSI85 (Matrbc) yYeight 1p3�y LUAf�ER �ACOYG � TOP CHORD 2 X 4 SPF 1650F 1.5E'Ext:epY TOP CHORD Sheatl�ed or2-9-12 ac purl'u�s, �cc�pt end vertic�. T3 2 X 4 SPF No.2,T1 2 X 8 SYP DSS BOT CHORD Rigid aei6ng d'vectly appli�or 10-0-0 oc braang. BOT CHORD Z X 4 SPF 1650F 1.5E'F�toepf' WEBS 1 Row at midpt 39 B2 2 X 4 SPF PVo.2 WEBS 2 X 4 SPF Plo.3 ' REAC710N3 (Iblsbe) 7=1327/0-3-8,1=1330/U-S11 AAax Hoaz 1=2�(laed c�se 4) ' FORCES (m)-Me�dmum CompressioNMa�dmum Ter�ion TOP CHORD 1-2---440/0,2-3=-275Bf25,3-4=1283/L3,4''.r--1�1/43,58�1355/44,67=279/16,7-�ON�3 BOT CHORD 2-11=148/2576,1411=148/2578,9-1�148/2578,&9�/882 WEBS 3-11�/304,3-�1757/1�,S9�r/88,��49/118,6�1240/13 ' ' PIOiES 1)Wind:ASCE 7-02;�mph;h=25fk TCDL=5.Ops1;BCDL=5.Opsf;Ca6eg�ry II;E�B;endosed;MVVFRS gable�d zorre+; centllever�ft ar�rigM wcpoaed;�d v�l I�t artd tigM e�d;Lumber DOL=1.Q0 p�te grip DOL=1.00. 2)TCLL:ASCE 7-0x Pf--40.0 P�(��)�C�BmY��:�B�P��Y�•:Ct=1 s)rnis tr�ss nas teen c��eciced tor unirorm saw�w load onN�e�a�ept as rroted. � � 4)This truss Fias been desfgned for a 10.0 paf bot6om dtord ifve load rronoor�merrt with arry otltet Gwe toads. �B�rin9 at joirrt(s)7,1 considera paraqel to grain vaiue using ANSI/TPI 1 arigle bo grah�famula Buadng de�gn�sFwuld v�ify ce�of bearing surfac�. 8)Gap between inside of top chord bearing arW itrat d�onal or verNcel web�all not exc�ed 0.5�in. LOAD CASE(S) Star�dard , ' ' 1 ' Job Tniss Tniss T�e Q�Y F'1Y Me�o RBmodBlfigl3720 BoFlns POintlMHILS ' 86p27R R5G1 SPEqAL 2 3 �,� Urdrv�l Fwest Prod�-P�rrt 378.Ndure��AAN 58284 8200 s Apr 28 20Q5 NSfek UidtsUies,Irc.Thu J�31 1230�4 2008 Page 1 , 2-11-0 , 9�8-5 , 18�-8 , 19-0Q12 , 227-03 , 2711-0 , ' r 2-11-0 8-8-4 69■L 3�-4 2�-1 533 Seaie=1�0.1 8x6 11�05 ' 8.14� 6 8x8 AAR10� 8x81i�20�� 4x8 II�G �� ' 4 6 3 � 1 � Wf0 1�L P 2 8 � T4 1 � Bu1011�� 1at12 � � � ,3 12 „ ,� — �t8�11 8x8�= 3x8�I I `��— 8 ' �N 2-71-1 9-8-5 18dr8 18-00-12 227-13 27-01-0 �h ' 2-11-0 8-9.4 8-9.4 3S4 2-9-0 5-33 Piale Ofis� : �aS15 0-2-8 4:0-4-0 Ed e :0-4-0 0�2 :0-40 LOADING(ps� SPACAIG 2-0-0 C81 DEFL. in px) Udefl L/d F�ATES GRIP TCLL 4�.0 P�� 1.15 TC 0.81 Vert(LL) -0.42 &10 >785 240 MII� 137/130 ' (Roof Sraw--40.0) ��I� 1.15 BC 0.78 V TCDL 10A ��) -0.� &10 >5� 180 BCLL 0.0 R�Streas Irnx NO WB 0.70 Hwz(R) 0.81 8 n/a nfe BCDL 10.0 �e IRC2�0/ANSI85 (Mahbc) Weight 5�Ib LUIMBIIt �A(�NG ' TOP CHORD 2 X 4 SPF No2•Except TOP CHORD Sh�a��0-0 oc purl'ms_ T41.SX11.875 Gang-Lam LVL 2.OE,T12 X 8 SYP DSS BOT CHORD Rigfd odTmg d'vectly applied w 148-0 oc braartg. T3 2 X 8 SPF No2 BOT CHORD 2 X B SYP DSS WEBS 2 X 4 SPF No.3 tREAC7iON3 (Iblsfze) 8�5327/0-3-8,1=2493IaS11 Ma�t Horz 1=183(load case 4} ' FORCES (Ib)-Ma�dmum Compr�sion/Ma�dmum Ter�ion TOP CHORD 1-2--948/49,2�=898B/45,3�4�4874/0,4-5=-4858/18,5-�-5227/23,6�7=�5356l0,7�/0,&9--3202/61 BOT CHORD 2-13=157JB418,12-13=15?J8418,11-12=152�418,10-11�P8734,�1�0/95g5 WEBS 3-13�/865,311=2438/136,rs11�/4728,7-11=-88�l0,7-1�OP2041 ' NOiES 1)3-ply fitss to be oonnected Uogether wilh 0.131°u3"Neik�IoAavs: Top chords connecffid�foltows:2 X 6-2�vs at 0-8-0 ac,2 X 4-1 row at 48-0 oc,2 X 8-2 rows at 0.9-0 oc,1.5 X 91.9-4 rwvs at 0-4-0 oc. Bottom drords conrrec�d�foita�s:2 X 8-3 ro►vs at 0-4-0 oc. ' Webs conrteded as foliavs:2 X 4-1 rav et a�0 oc. 2)AII loads are cronsidered equetlY ePP��m�P�es,eocoePt if noted as fiont(�or badc(B)face m ttre LOAD CASE(S)�n. Pty to ply cairrectimis Fmve be�t provided to disbibute oMy loads noted as(�rn'(B).unless oU�vise indicated. 3)Wind:ASCE 7-Ox�mph;h=25fk TCDL=5.Opaf;BCDL=5.0�;Ca[egory II;E�B;endosed;MWFRS gaae�d mne; c�niDev�left arnf rigM�cpo�d;end vertical left end riBM�ed�Lumbar�L=1.00 p�te grip DOL=1.�. 4)TCLL:ASCE 7-Ox PP-�0.0 P��'):��Y��;�P B��QY�P.�Ct=1 ' �This tns�s h�been checked for wtforrn snow load only�emept�noDed. 6)This trwas has been desfgr�ed for a 10.0 pst boitom dmrd Iive load rror�concxmerrt wilh arry oUtm�live loads. �Bearing at joint(s)9,1 cor�ders parapel to 9rain velue using ANSUTPI 1 angle to grain fmmula. Bw1d'mg desigrier sFrould verify capaaty of bearb�g surFaw. 8)Hanger(s)or oVrer connedion device(s)stmll be provided auifident to support oor�trated load(s)4485 m�vn mid 149 m up ' at 71-7-13 on bottom chord. The desigNaeledian of such«bnn�ai devlce(s)�tlie respor�'biGly of ott�eas. LOAD CASE(S) Standard ' Corttinued on 2 ' ' Job Tn�s Tn�s 7YDe 4►Y Pb MBtroD RBMod@Iirlg/3220 Boh1�POinUM1�U1.S ' 88027R R5G1 SPEqAL 2 3 .�R� Uni�rael Faest Produc�s-Plmtt 378.M�.MN 58284 8�10 s Apr 28 20W N6Tek Irtdu�ries,Irc.Thu.Im�31 123034 2000 Page 2 ' LOAD CASE(S) St9rtda►d 1)Srrow:Lumber Int�s�1.15,Plabe Irraease=1.15 Uniform L�ds(pVQ Vert 1-2=122,2-5=1�,5-�-100,8��125,2-8=20 CorKenUated L�ds(Ib) ' Vert 8=4485(� 1 ' 1 1 1 ' ' , ' ' 1 ' ' ' ' ' Job Tn�s Tn�sType Qty Ply Mebsp RgmOdelillyr3220 BphI18 POItINN111fL$ ' 88027R R5 SPECIAL 2 1 .bob R�roe Urtheerael Forest Priod��ts-Plant 379.MbmeoOa�AAP158284 820D s A{a'28 2005 ANTelc trM�,Ir�c.Thu.lan 310g1392 2008 Page 1 , 2-�� 9�8� , 18dr8 , 1�10-12 , 22 7-03 ,24-7�2G81$274-0, ' 2-11-1 8-9� 8�8�4 3-6-4 2�1 1d►8 1�-9 1-0-0 6�1�� &14� 6 ' 8%S A�i ��' hA2�H�� s18 4 s ��L ' �c4l�I I y�Q YY4 4x8 M�O�� 7 2 8�� 8 1 8ng Nm2p- � �� 8 � n �s �s �a ac41�20 I I 3�d�F1= 13 � � ' 'bt8�= S�d01�H� ,el� $ p � 10.00 1�� eS 11 ' �t4 E�ZO= �tt8 AI�O�� , 2-11-1 8� , 16-5-8 22 7-13 ,241��SS1$27�d-0 ' 2-11-1 8-&4 8�4 6-2d 1�8 1dr8 1�-0 Plate Oflse� : 4:0-40 E 5:0-40 Q2� 10:43-8 E 14:a&1 0- ��'� SPACWG 2-0-0 CSI DEFL in TCLL �.0 Plates Irna� 1.15 TC 1.00 V�t{LL) -0.�14�15 u�80 240 MII� 1�44 ' (RoolSrrow—�0.0) �� 1.15 BC 0.89 Vert(fL) -0.861415 >375 180 MII20H 148l1� TCDL 10.0 Rep S4ess Irux YES WB 0.97 Harz(TL) 0.86 11 nle n/e BCLL 0.0 Cade IRC2000/ANSI95 (Matrix) Weight 1631b BCDL 10.0 LUIY�ER BRACWG ' TOP CHORD 2 X 8 SYP 24�F 2.OE`F�coepY' TOP CHORD 3h�U�ed, exaept end v�er�. T2 2 X 4 SPF PIo2,T3 2 X 4 SPF 21�F 1.8E BOT CHORD Rigid ceil'mg diredly eppl'�d or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF 1850F 1.5E'Exc�epP WEBS 1 Row at mtdpt 315 B3 2 X 4 SPF 21�F 1.BE WEBS 2 X 4 SPF Ido.3•Exoept , W52X4SPF1850F1.5E,W82X8SPFNo.2,W72X4SPFNo.2 W7 2 X 4 SPF No2 LBR SCAB 1�2 X 8 SYP 24WF 2.OE mre s� ' REAC7iOPIS (I�s¢e) 11=1817/438.1=1820/0-5-11 All�c H�c 1=205(bed c�e 4) FORCE3 (m)-Ma�dmum Com�ioNMe�dmum Ter�ion TOP CHORD 7-2�38/55,2�-35�l0,3-1�-2123/0,418=-21�/0,45=2047/19,5-�-2371/18,67=7485d0,7-�7774/0, ' &�078/0,9-1�3388/0,1411=1648/0 . BOT CHORD 2-17=�/3381,1617=�l3381,15-1��/3381,1415=0l2704,1314�/5946,12-13=0/3260,11-1r-0/174 WEBS 3-17�/276,3�15=1789/130,rr15--0/1782,615=127M10,614-0/4822,7-14�245,8-1�1141l0, 9-12=1358J0,8-14=0/1217,8-13�/218T,1412�0/2421 NOTES ' 1)Atlached 11-11-0 ecab 1 tD 4,frarrt taoe(s)2 X 8 SYP 2400F 20E wHh 2 row(s)af 0.131"x3"Nm1s speced 8"o.aezo�t: S18�JIQ 8�Z'�'�I(IORI @fld At,�IM��R8G Y f�V(S�8t 7 O.C.�Z-O-O�8'�8N(IQ At 9-H$f10IT1 @Ild 8�JOUI��Iiffi�210MY(3�8t 7 O.G for 2-3-14. 2)1N1nd:ASCE 7-Ox�mph;h=251�TCDL=S.Op�;BCDL=5.0�Cetegory II;E�B;endosed;MWF'RS gable end zorre; cenh7ev�left arui r�gM e�cposed�eml v�tical left end right e�d;Lumber DOL=1.�plate gtip DOL=1.�. ' 3)TCLL:ASCE 7-0�P�40.0 I�(flat tooT sr�aa);Categcry��E�9:PaA�IN ExP.�Ct=1 4)This truss F�be�d�for uniform srmw toad oNy.e�mept�noted. �This tr�s has been d�igrted fw a 10.0�f bottom drord live laad rror�conc�merrt wilh arry ott�five loa�. 6)M pla6as ara MT20 platea unlesa oUte�wtse indicated. �Bearin9 at j�rrt(s)11�1 wr�id�s para��bo grain value u�ng ANSI/TPI 1 angle to graht formula. Bta'Iding d�igner shoutd ' veriy capacity of b�ring surface. LOAD CASE(S) SC3nderd 1 ' ' .rob Tnsa Tn�sa Tme �Y PN Metro RemodeUng/3220 Bohns PoirWNUi�LS ' 8�27R I�G1 SPECIAL 1 1 Job Ref�e9xe uN,�ersa�Frnest Pioaucts-Plma 376�Mmneo��a1N 5B28a e2oo s npr�zo0.5 a6Tek Ina,�trDes�u�c.mu.1�31 oJ1sm5�10a Pese 1 , 1-111 , 3�-0 , 8�8�8 � �2-13 , 12.1-02 , 1&8�d 21�7 ' r 1-111 1�-16 Z-9-7 2-�7 3-1-18 8-1�6 3-33 9eaie=1• ' Bn811�0 �c8 d020= 10.00� g P 7 , a �ana o�m= � s�nz�o= �ce ae�. s.0 u aca�n � a � ' s P a s YKi � I� ' 2 � a� � ��=,8 � ,3 ,� „ ,o s c1� � �� - �� <�- �,�� ,�,z�— � 1-01-0 3�&0 �� 9-2-13 12d-02 18�� 21�7 ' 1-11-0 1518 2-9-7 2-9-7 3-1-18 6-0-8 333 Piate Olfsels : �0-3-7 E :0-8-0 a2- :43-0 a2-1 :0-4-0 Q1-4 L��G� SPACA�'a 2-0-0 CSI DEFt. in (loc) Udefl L/d PLA7ES GRIP TCLL 4U.0 P�y�� 1.15 TC OJO VeR(LL) -0.48 1&14 �555 240 M1120 197H44 ' (RoofSrm�0.0) ��Irn� 1.15 BC 0.67 Vert(R) -0.691&14 >370 1� TCDL 10.0 R�Str�s Irrcr NO WB 0.96 Horc(R) 0.� 8 Na n/a BCLL 0.0 Code IRC2000/ANSf95 (Matrbc) Weight 1041b BCDL 10.0 LUIMBER BRA(:OYG ' TOP CHORD 2 X 4 SPF No2`E�t' TOP CHORD Sh�or 2-0-6 ac Fwrfuis, �t�d v�Is. T7 2 X 8 SYP DSS,T2 2 X 4 SPF 1�F 1.5E,T4 2 X 8 SPF No2 BOT CHORD Rigfd aeifmg dUedty appiied or 10-0-0 oc tr�adng. BOT CHORD 2 X 6 SPF No2'E�a;epP B1 2 X 6 SPF 2100F 1.8E WEBS 2 X 4 SPF No.3`Except' ' W3 2 X 4 SPF No2 REAC710NS (Ibola¢e) 1=1274/Q3-8,�127T10-3-8 N�x Fiaz 1=111(load case 4) , Ma�c Up6ft1=75(loed cese 3),�-59(l0�c�se 3) FORCES (Ib)-Me�dmum Ter�fon TOP CHORD 1-2---437�/4,2-3=-4495/275,3-4=-5/11l335,45=5711/335,58--2898/1�,&7=2055f121,7�1295/80, ��0/27 ' BOT CHORD 215=248/4330,1415=248/4435,1314=3�6,12-1�10l8643,11-12--�5/978,10-11�5/878, �70=0/82 WEBS 31�18/847,51�228/30,5-12---07331226,612�-1011082,7-1r�9/1224,7-1��BJ84,8�1�78/980, 414=245lB4.314=�4/1339,514=�ii9/30 ' NOTES 1)Wind:ASCE 7-0�90mph;h=25t�TCDL=S.Opsf;BCDL=5.Q�F,Category II;E�B;ericlosed;MWFRS gable�zo�; carrtflev��ft ar�d r�ht expa�d�end verdcal I�t end rigM e�ed;Lufnber DOL=1.00 p{a0e grip DOL=1.�. 2)TCLL:ASCE 7-Ox Pf--40.0 P��')��B�Y��P B:Partla�Y E�-:Ct=1 3)This fiivsa F�been c#reGced for uniform anow load only�mccept�noted. 4)Prov�e ad�te drain�e to pr�nt water por�ing. , s B�ing�loinK�1�B�eparallel 9�ai�va��H ustn9 ANS�en9�e UO 8�m f�ormula. Bu�7 desigr�r ahaikl verify capacaly of bearing surtec;e. �Provide mechanical�nnecxion(by oThers)of truss tc bearin9 PIaOe c�pabte of witl�nding 751b uplift at joint 1 and 59 Ib upfrtt at)aunt s. ' 8)Gap belween ireide of iop chmd b�ring artd lbst d�gortal or vertical web sFmA rwt�cceed 0.5�in. LOAD C�1�(S) SYandard ' 1 ' Job Tnms Tnias TYDB �riY PN Mebo RemOdeli�Boh118 PoirItlBAHILS ' 8B027R Ii6 SPECWL 1 1 . UnAaersel Fae�Producls-�mrt 378.M6me��MN 58284 B.�O s Job Ref�erxe Apr 28 2005 IWTek h�ies,Inc.Thu Jan 310993�Ci 2008 Page 1 ' , 7-11-1 � 8�� 1&S8 18-00.12 21�7 1-11-7 B-9d 6-9�4 3d►4 2-10-01 S��le=1:41. 6=6�� G14� , 6 8x6 M�7A� 1QODL ' 4u8�d0� 4 4x4�'10�� S g , � �B l�20 I I 1 � ' 2 �Ia � ��- �1 � „ ,o e � 8 ��,� ��— � ��— � ��— 7-11-0 8.8� �6.8-8 ��„� ' 1-11-1 B�d 634 8-3-1B Plate Offsels : 4:0-4-0 Ed :0-40 0-2 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/d�l Lfd PLA7ES GRIP TCLL 4U.0 p�Irrc�ase 1.15 TC 0.� Vert(LL) -028 2-11 �982 240 M1120 197/144 ' (Roof Snodr�t0.0) ��In� 1.15 BC 0.84 V TCDL 10.0 ert(TL) -0.41 2-11 >818 1� BCLL 0.0 Rep Streas Irnx YES WB 0.75 Horz(TL) 0.12 7 Na Na BCDL 10.0 Code IRC2�0/ANS195 (Matrbc) Weight 702(b �V�� BRACOJG ' TOP CHORD 2 X 4 SPF No2`ExoepY TOP CHORD Sheatlied or 438 ac purftns, exoept end vert�als, T12 X e SYP DS.S BOT CHORD Rigid oeiTtrtg d'vectly appf�d or 10-0-0 oc bracir�. BOT CHORD 2 X 4 SPF No2 WEBS 1 Row at midpt 3-9 WEBS 2 X 4 SPF No.3 ' REACTIONS (Ib/size) 1=127M0-3-8,7=1272l0-3-8 Nl�c Ho21=191(load c�se 4) FORCES (Ib)-Ma�dmum Compr�sioNMaxirrwm Ter�ion ' TOP CHORD 1-2--388/0,2-3=2588/27,34=1218�220,45=-1108/43,&�1�8/44,6�7=287l16,7-�0/1018 BOT CHORD 2-11=140/2374,1411=1402374,8-1�140l2374,��-0/843 WEBS 3-11�P291,3�1585/131,S�0l718,&8-�48l101,68�1187/12 N07ES ' 1)Wotd:ASCE 7--Ox�enPh:h--25i�TCDL=5.Qpsf BCDL=5.Opaf;Cetegcry��:ExP B�end�ed�MWFRS gable end aorre; c�nt7ever left ar�d rigM�;�d veQtical left mtd r�ht expoaed;Lumber DOL=1.00 plate grip DOL=1.00. 2)TCLL ASCE 7-0�PF�0.0 Psf(f�t roof anow)�CeleB�Y��P 8:�N�.;Ct=1 3)This truss has been dtecked tor uniPorm snaw load oniy,wmept�rrofied. 4)This tr�s has been d�igrted for a 10.0 psf bottcm drord live laed rroncronwrrerrt vvith any arth�Uve loa�. ' S�Be�rirtg at joforrt(s)1.7 considers perallel to grein vetue using ANSUTPI 1 angle Uo grain fomtu�. Buadrtg c�aigr�er should verify ca�of bearm9 aurfece. 8)Gap belween ir�ide of t�chord bearirtg and ftrst diagonal or vert[cal w8b slm0 rwt�coeed 0.5�in. LOAD CASE(3) SCaMdaard ' 1 ' ' ' .bb Tn�s Tn�s TYPB QH �Y Metro RCmOdeliflgr3220 Bohns PointlMHiLS ' 8�27R R6/1 SPECWL 1 1 Unh�sel Foreat Pm�-Plmd 379.M6meota,MN 58284 B.Z00 s �� A�'28 2005 Mifek Ind�ies,Inc.Thu J�3109:13U4 2008 Page 1 � 1-11-0 � 8-B■l 11�-7 � 13�-13 �1� 1BS5 , 18-00-02 21-9-7 ' 1-11-1 493 483 138 1-2-14 1-11-01 2dr7 2-10-11 3cale=1:461 br14 M92D- �A�= ' ��0 Wc12 N�= 8 7 � x ' ' 4 6 4x41V�Q ��r 3u8 d� 8 � 3 3�Bl�II � ' � 8 1 Z pl I�� '- �� - ,� � � ,� „ ,o ��— ��— �� — 1 �� - 1-11-1 11�7 13 2-13 14d►11 165� 21�-7 ' 1-11-1 9$8 1�8 1-2-14 1-11-01 b-4 2 Plate OHs� 0-473 Ed 4:0-8-0 42-9 :0-4-1 Ed :0-7-0 0-2-3 ��C'� SPACING 2-0-0 CSI QEFL in (Ioc) UdeH Ud PLA7E3 GRIP TCLL 40.0 P�� .15 TC 0.81 Veat(LL) -0.23 2-15 � 240 MII� 187/1q4 ' (Roof Srro�40.0) �I� 1.15 BC 0.94 V TCDL 10.0 ert(TL) -0.47 2-15 >546 1� BCLL 0.0 R�Stress Irnx YES WB 0.75 Horz(TL) 0.11 9 Na Na BCDL 10.0 �e �RC20�lANSI95 (AA� yye��127�y LUNBER �q�C, ' TOP CHORD 2 X 4 SPF No2'Ezoe�t TOP CHORD S�or 4-Q12 x puriins, �ccept end�. T1 2 X 8 SYP DSS BOT CHORD Rigid oeifmg d'vec�ly appfied or 1440 oc bracing. BOT CHORD 2 X 4 SPF No2 WEBS 2 X 4 SPF PIa3 ' �ncno�s p�sae� �=�z�aa�-e,��a�tia�s p Matt H�z 1=182(load t�se 4) M�c UpGft'1�9Qaad c�3),�17(bad c�se 3) ' FORCE3 (Ib)-Ma�dmum CompresstoMMa�dmum Ter�fon TOP CHORD 1-2-�75,2-3=-2804/133,3-4=1�2176,4.�-1477/�,5-�1388/81,6�7=1130/85,7�1277J80, ��288/32,�1�OH014 BOT CHORD 2-1''r--1832751,1415=-88/1824,1314=89l1458,1Z 13=-88/1458,11-12=29/935,1411=7l844 WEBS 315=-1238/17L,475=0l737,414=�{50/3,514=-49271,5-1r 1134l71,�12---43l589,7-12--B�582, ' 7-11=-47/77,8�11=38/143,&1�1188/29 N07ES 1)Wind:ASCE 7-0x 90mph;h=25fk TCDL=5.Opaf;BCDL=5.d�f;Category II;Exp B;endosed;MWFRS gaWe�d mne; cantlever left ar�d ri9ht�cpoeed�end verticel left end rigM e�ed:Lumber DOL=1.00 plate grip DOL=1.�. , 2}TCLL:ASCE 7-0x PP-R40.0 Psf(f�t roaf s►row)�CategaY��:�P B;�pY�:Ct=1 3)This truss has been d�ciced for unifmm a�ow load onN�eoccePt as rtoted. 4)Pmvide adeQuate draina9e bo prever�t vvetet pondmg. 5)Th�trugs has been destgned tw a 10.0�f bottom chord frve load rroncornamertt wtth any otl�er pve loada. g)��9�1�nKs)1.9�nsid�s parallel to grein value�ir�ANSUTPI 1 engle to grs'vi famu�. Buddv�g desigt�r sh�id veri{y ca�of b�ring surface. ' �Provide mechenicel�Mectlon(by oll�ers)of truss to bearfi9 P��e��din9�Ib upl�C at joint 1 arid 17 Ib up6ft at jadrn e. 8)Gap behiveen inside of top chord b�dn8 ar�f�rat d�gonel�verdcal web shell rat ezoeed 0.5�in. ��+��13)Standard ' ' , , J� Tnffis Truss Type Qly Ply Mlelnp Rempdeling/322a BOhr�POhItlMHfLS , 8B027R R6B SPECIAL 1 1 .bD Referer�e lhd�Fa�est Pro�-Plent 379.M�.MN 58264 8.2f10 s Apr 28 2005 NRTek It�6es.U�c.71w.I�31 09:13.U5 2008 Page 1 1-11-0 7811 712-03 , 13-5-3 , 17d►13 21�-7 , ' I� � 1-11-1 67-10 3�-2 2 2�8 40-9 4310 Sca�=1• ' �� 6r14 i�20= 10A0� 6 ' 6 ' Bx12 M020= Bx6 N�20= 8.14 12 3 � 4 1AIb �� ' � � 7 � Ir ' Z aL a � � � ��_ pl� 13 12 11 10 9 8 Dc4 N020 I I 3x8 A�=�AIffi0= �c4 A�= 3x4�I I �c4 N�2D= ' , 1-11-0 7�611 11,2-03 13d3 17dr13 27�-7 i , �-��-� �.�-�o sa2 a z� a�ae a�-�o P�o� :as-o a2-s 5:0-4-1 E 0 s:a'-0 a2.a LOADING(pst) gpACWG 2-0-0 CSI DEFl. in TCLL 4U.0 P�Inc�ase 1.15 TC 0.77 V �, � � �� G� (RooPSrrow--�0.0) ��y��lrnxe�e 1.15 BC 0.98 Ve�R) -0.35 2-13 >� �� 197/144 ' TCDL 10.0 Rep Streas Irxr YES WB 0.53 Horz(R) 0.10 7 n/a Ma BCLL 0.0 � IRCZ000/ANSI95 BCDL 10.0 �� Weight 101 Ib LUIY�ER BRACa1G ' TOP CHORD 2 X 4 SPF No2•Exoept TOP CHORD Sh�or 31 7 oc ptuGrts, exae�t�d vertkals. T1 2 X 8 SYP DSS BOT CHORD Rigid aei6rtg d'vectly appl�d or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF No.2 dVEBS 2 X 4 SPF Na3 , REAC7iOW3 (Ib/s¢e) 1=1274/0-3-8�7=1272/Q-3-8 Ma�c Fiaz 1=139(load case 4) Mmc UpGit1=82(laad ca�3),7=-48(load c�se 3) ' F�CE3 (Ib)-Ma�dmum CompressioNMa�drrwm Terreron TOP CHORD 1-r-388/48,23�-28�/182,3-4=2546/183,45�-1847/124,5-�1454/95,�7=1�/84,7-�0/80 BOT CHORD 2-1�1452482,12-1�-143P2491,11-12=127/2549,1Q11=127P2549,�1�954,&�D/130 WEBS 3-13=0/234,372�/86,412---48/50,41�1878�9,510=37/T/B,8-1Q--89/752,��780�1,7-�-77J868 , N07ES 1)Wutd:ASCE 7-OZ�mph;h�25fk TCDL=5.Op�BCDL=5.OpsF,Category II;Exp B;endosed;MVNFRS gah�e end zor�; can67ever left and rigM�;�v�l left end right expoaed:Lumber DOL=1.00 p�te gdp DOL=1.�. 2)TCLL'ASCE 7-Ox PP--40.0 P��);��Y��B�P��Y�:Ct=1 3)Ttris tn�s F�as be�dredced for uniform srrow load only�except es rtoted. ' 4)Prov�de�equate drahmge to prevent vveter ponding. �This truss 1�been designed fw a 10.o psf bottcm chord Ii�re loed rronconaurent with any other live loa�. 8)Bearing at j�nt(s)1.7 mnsid�s para�el to grain value�ing ANSI/TPI 1 angle Uo giain formLta Bu�dmg d�igrrer shaitd verify c�p�ly of be�ring siafeoe. �Provirle rrrecFtanical c�nnec�n(by ottrers)of Wsa Uo bearing�ate capable of wi�nd6tg 82 ib uplift at jomt 1 and 46 ib upGft et joint 7. ' B)Gap beMreen ir�ie of top dmrti bearing ar�flrst dia�nel or v�dcai wreb sFeaA rrot�coeed 0.500m. LOAD CA�(S) S�nda�d 1 ' ' 1 .bb Tn�ss Tn�ssTYDe 4h� Pb MBbnD Remodelblgl3710 Bohns PoirNMHA S ' 8�27JC R7f31 Sq39iOR3 1 Z Jab R�'�roe Urdverael Faest Roducls-P�nt 379.Mhmeote,MN 58284 8.20D s Apr 28 2005 N6fek Indu�,lnc,Tue Feb 05131�54�Pege 1 � 330 � 680 � ' 33�0 33� 8z8 Nm20= Sca�=1:1 ' z ' 10.00� ' T1 T1 1 s 1 ' � 1� 330 8$0 ' 3 7�0 3-3�0 Plate Oftseffi : 2430 Ed LOAD�VG(ps� gpAC(NG 2�0 CSI D�L in poc) I/de8 Ud PLAiES GRIP TCLL 40.0 P��.�� ,15 TC 0.02 V�t(LL) -0.� 2 � 240 MIY20 249h� ' (Roo►Snanr�0.0) �Ir� 1.15 BC 0.� Vert(fL} -0.01 2 � 1� TCDL 10.0 Rep Stress I�x NO WB 0.� Horz(TL) 0.� Na n/a BCLL 0.0 � IRC2000lANSi95 (Matrbc) yyeight 5g ib BCDL 10.0 LUIYB02 BRACWG ' TOP CHORD 2 X 8 SYP DSS TOP CHORD &h�hed ar 640 oc piui'ms. BOT CHORD Rigfd oeifmg dtrectly appl'�d or 10-0-0 oc braang. REACliON3 (Ib/size) 1=1998/0.9-8,3=1988/43-8 , Mmc Haz 1=7211(load c�se 1),3=7219(load c�se 1) Max UpGR1=182(b�case 4),�182(bad c�e 3) FORCES (m)-Ma�dmum Compressian/Ma�dmum Ter�n TOP CHORD 1-2=2958/305,2-3=2858P305 ' NOTES 1)Har�ger(s}or oUrer cortr�ctian device(s)shall be provided suffident to support concenbated load(s)3375 Ib down artd 358 Ib up at 3-3-0 on top chord. Ths destgNselediai of�di cortrtectlon device(s)ts the reapor�ibiGiy oF oU�s. 2)2-ply tr�s tn be connected togett�er witl�0.131'k3"Plef�as foqwMs: r�a,or�ds�or,n�xea ss roi�s:z x e-a��c a�-o o�. ' Hanger(s)or oVier conrrecGon de�rice(s)sF�ll be provided sufficf�t to support oot�entrated laad(s)3375 m down arM 359 m up et 3-3-0 on Uop chord. The deaigNselectlon of such connectlon devke(s)is the respor��biGty of otl�ers. 3)All laeds are cor�idered equally applied to eU pAes�except if noUed�irorrt(�or badc(B)fa�in the LOAD CASE(S)secfion. Ply Uo pty can�ectim�s have been provided Uo distribute only loa�noffid m4(F�or(B).unteas oC�erniae indicated. 4)Wmd:ASCE 7-0��mph;h=25f�TCDL=5.Opsf;BCDL=S.Opsf CaGegory II;F�cp B;endo�d;MV4FRS gab�e end mr�; ' cenh7ever left a►M d9M w�d:ertd vertical left ertd right exposed;Lumber DOL=1.00 p�te grip DOL=1.00. �TCLL•ASCE 7-02;PF--40.0 P��Y C�B�'Y��B�P��Y�P•:Ct=1 6)This tr�s t�been chedced for unitortn enaw load onN,e�a�ept�rtcted. ��9�1�(s)1.3 consfd�s para�el to grain velue using ANSUfPI 1 angle to gra6i fom�ula BuBding d�igner shatid veriry cePacitY of bearit�9 s�u/ace. 8)Provide med�n�al connectlon(by others)of truss to bearin9 P��P��e of wiU�rxf'mg 182 fb upGft at joint 1 and 182 Ib ' uplift at jaint 3. 8)Non Stan�rd b�earing crondition. Review required. 10)Hanger�s)or olt��nedion device(s)shaA be provided suftiderrt to aupport conc�en6ated laad(s)3375 fb dam mtd 359 m up at 33-0 on top dmrd. The desigNael�fion of such connecUon devioe(s)�tlie r�'ba7ily of otheTs. ' LOAD CASE(s1 smnda�d 1)Sr�v:Lumber Incxease31.15,Ple�e Irxxeas�1.15 Unifortn L�ds(p� Vert 1-2=100,2-3�100 ' Corrtinued w� 2 ' � N � � � f�l 0y. � C � m � F � � � � � �� N �' n � m � � � � � � � z � � � � P � � � � E�� mn �� s� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r ,lab Tn,sa Trusa Type Qty PN Meh�o Remo�ling/3?2D Bohr�POi�►UNIFULS ' 86p27)( R7,C2 SC13SpRS 1 1 .1�Ref�roe Uni�rsel Forest Producb-Plant 378,Mtr�e��MN 582B4 6200 s Apr 28 2005 NQTek IndusMes.Inc.Tue Feb Ob 13:18�.54 20�Pege 1 � �'� ' �-0 - i ' r 3�3-0 3-3-0 �=1:1 Bx8 AI�O= ' 2 ' 10.00� ' T1 T1 ' g 1 � I� ' � 3.9-0 8$0 ' 3-3-0 3�3-0 Plate Offsets 43-0 E e ��Nr'� SPACING 2-40 CSI DEFL in (loc) Udefi Ud PLAiES GRIP TCLL 40.0 p�lrnx�se 1.15 TC 0.04 Vert(LL) -0.� 7-2 � 240 MII� 249/1� ' (RoofSnav-�0.0) ��y�lna�e 1.15 BC 0.� Vert(fL) -0.UO 1-2 �999 1� TCDL 10.0 Rep Sbess Irxr ld0 WB 0.� Horz(TL) 0.00 Na Na Bcu. o.o code iRc2o�fwsiss (n�atrbc) w�nt zs m BCDL 10.0 LIiN�ER �AC.PIG , TOP CHORD 2 X 8 SYP DSS TOP CHORD Sheatlted w 8-0-0 oc purl'vis. BOT CHORD Rig�aeiTmg dire�y applied or 10-0-0 ce braang. REACTIONS (Iblsize) 1�i8070-38,3=460/a3-8 Max Horz 1=388(load case 1).3�3�(bad c�1) , Max UpliR1=31(load c�e�,3=31(load c�e� F�RCES (Ib)-Ma�dmum Compression/Ma�dmum Ter�fon TOP CHORD 1-2=558/50,2-3=-558/50 , N07ES 1)Wind:ASCE 7-0��mph;h=25f�TCDL�S.Opsf BCDL=5.�Category II:E�B:enclosed:MWFRS gable�d zone; canhlever left arui right��end vertical left end rigM eo�Osed�Lumber DOL=1.00 P�9�P DOL=1.Od. 2)TCLL ASCE 7-0x PF�0.0�f(flat roof snav)�CaDeB�Y��:�B:�Y�:Ct=1 3)This truss h�been checked for uni(wm snow load only,exoept es nated. ' 4)Bearirtg at�ainqs)1.3 cor�siders parellel to grain vaiue uaing ANSUTPI 1 angle to grain firtnula. Bu�l�ing designer shoutd verify caparat�r of bearing surtac�e. 5)Provide rtrechanicel�nnecciion(by ofhers)of Vtiss to b�rirtg p6a0e capable of witltstanding 31 Ib uplift at�mnt 1 ar�d 31 Ib up6R at joint 3. e)Non S`�ndard bearing candHfon. Review requlred. , �Hangar(s)or ott�er canr�ffan device(s}sF�ll be provided suftiderrt m suppmt oor�trated load(s)300(b doum and 32 Ib up at 3-3-0 an top dmrd. Tha deafgNselection of such conr�cUon device(s)is Ute respw�sbflity of otlters. 8)In tlre LOAD CASE(S)se�an�loads applied to tt�fac�e of ttre bt�s ere rroted�front(�w badc(8). LOAD CASE(S) StandBrd 1)Srrow:Lumber Increas�1.15,Plate Irnxewe=1.15 ' Unifartn Loads(pi� V�t 1-2=100,2-3=100 Cor�nlreted Loads(Ib) vert r�oot� � ' � ' Job Tn�s Tnisa TYPB �Y �Y MBfiO RBrt10d81itlgf3220 BOhr�ROiIINNIFULS ' 880Z/R M1 SPECL4L 16 1 Job Refe�ereoe UNwerael Fare�Rro�-�ant 379.M6u��NM158284 8.�0 s A}x 28�MBTek Ir�ies.Irc.Thu.I�310B:12a�4 2008 Page 1 � 1-00-14 , 3-4-12 �� ' 1-10-14 1-5-14 3 Seale=1�b ' &18 r 2 � � ' T1 87 , 4�B lI�O 4 � 1 ' � �-�a�a a-a-�s � ' �-�a�a �,s-�a Plate Oftaeb :0.3�3 0-4-1 L��G� SPACOdG 2-0-0 CSI DEFL in TCLL 40.0 (loc) UdeH Ud PLAiES GRIP (Roof Sr�40.0) P�I�ae 1.15 TC 0.08 Vert(LL) -0.00 2 � 240 MII� 197/144 ' TCDL 10.0 ��mber�� 1.15 BC 0.05 Vert(R) -0.00 2 �9 180 BCLL 0.0 Rep Stress Ina YES �.� Harz(R) 0.� 4 Ne rda w�g�14 Ib BCDL 10.0 �8 IRC�O/ANSI85 LUN�ER gRp� , TOP CHORD 2 X 8 SYP DSS TOP CHORD St�atlted or 3-4-12 oc purims, mct�ept er�vertica�, BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid ceTmg d'vectly appf�d or 10-0-0 x bracing. WEBS 2 X 4 SPF No.3 ' REAC7'tONS (16ls¢e) 1=185/0-3-8.4=184MAed�aNcel Max Horz 1�6(load case 4) Max UpRft4=9Qoad case 4) FORCES (Ib)-Me�dmum CompressioNMaximum Ter�ton ' TOP CHORD 1-2--55/3,2�=-18l48,3-4=158/14 BOT CHORD 24=4/35 NOiES 1)Wmd:ASCE 7-0��mph;h�151�TCDL=S.O�f;BCDL=S.OpsF Ce�egory II;Exp B;endosed;MdVFRS gaWe end awie; , cantllever left arnl ri8ht�cp�d:end v�tical leR end►f8ht�aed:Lumber�L=1.00 pla�e grip DOL=1.�. 2)TCLL:ASCE 7-0x PF�0.0 Rqf(flat ioof srrow)�Cetegc►Y��;E�B,Par�a�h E�•;CY-7 3)This trt�s It�been c�ecked for unifam snav loHd only.eoocept es naUed. 4)Thia truss F�s been�igr�d for 810.0 psi bottom droid Cn�e load rrortcornaurerrt wAh ar�y otlier pve loads. �Refer to girder(s)for truss to tr�s c�nnedloris. ' 6)Bearing at jofM(s)1 cbr�(ders perallel fio grahi velue usirtg ANSI/TPI 1 artgle to grain formula. But'Idir�designer�ould verify ca�cilY of bearm9 surfa�. �Provide mechanical cronnedion(by ofhers)of Vuas to beering p�te capable of vail�art�t�g 9 Ib upfiR at jartt 4. LOAD CASE(3) Standard , ' ' ' ' Job Tn�ss Tn�a TYPB Qh' �Y MeU+O RBmOdelirlgr32Z0 BOhns Po6ttlM0ilLS � 88027R F0�1 SPECIAL 3 1 Jab R�e U�Farest P�oducb-Pimd 378.A�.RM158284 6200 s A�x28 2005 N6Tek Ir�s.h�c.Thu.�n 31 123038 2008 Page 1 -2-2-1 2d►14 ��I I ' 2-2-0 2-fr14 a� ' 4�� Y 3�c41�I I `� ' Z T1 9- � � o 1 4 � � �4�ZO� 4.80� ' �?rA II�I I 2 2J 2d►14, � � ' 2 2-9 0�36 ��'� 8PACa1(i 2-0-0 CSI DEFL in (lac) Udefl Ud PLA7E3 GRIP TCLL 40•0 p�I� 1.15 TC 0.72 Vert(LL) -0.00 4-5 � 240 M1NI20 187/144 (RoofSnow--40.0) ��Incxease 1.15 BC 0.12 Vert(TL) -0.� 45 � 180 TCDL 10.0 Rep Stresa IrttT NO WB 0.� Ho2(TL) -0.00 4 Na Na ' BCLL 0.0 �Q IRC20�/ANSi85 (Metrbc) Weight 101b BCDL 10.0 LUNBER BRACING TOP CHORD 2 X 4 SPF No2 TOP CHORD Sh�U�ed or 2-514 x�uiins, �caep�er�d verEicals. BOT CHORD 2 X 4 SPF No2 BOT CHORD Rig[d oe�Tmg duec�r applied or 6-0-0 oc braang. ' WEBS 2 X 4 SPF No.3'ExcepY W2 2 X 4 SPF No2 ' REAC'�ONS Qb/size) 5=485/6-0-11�4=5/M�nical Mex Ho2 rr-53(load c�e 4) Mau UpGft5=110(I�d c�e 3),4=96(load c�8) N�c G�av5=485(load c�se 1),4-�5(l0�� FORCES (Ib)-Ma�dmum CompreasioNMeximum Ter�n ' TOP CHORD 2-5=392/103,1-2=O/�i,2-3c28/110,3�=88/14 BOT CHORD 4rr--153139 NOiES 1)W'uM:ASCE 7-OZ 90mph;h�55i�TCDL=S.OpsF BCDL=S.Opaf CaGegory II;Exp B;erniosed;MWFRS gab�e�td zone; ' cerriAever left arxi rigM�cpoaed:end vertical leR end right e�osed;Lumber DOL=1.00 pla�e grip�L=1.00. 2)TCLL:ASCE 7-02;PF-40.0 psf(flai roof snav);Ca�egory II;Exp B;PertiaQy E�.;Ct=1 s>rhis trugs t�been chedced tor unifarn�anr�aed onN,eac�pt as rroted. 4)This truss F�s b�destgned for gr�er oi min roof Ove laad of 18.4�f or 1.00 tirt�s flat roa►load of 40.0 psf�overt�ngs rrora�rtwrt�t wiih oUrer 6ve loads. , �This tr�s F�s be�desigrred for a 10.0 psf bottom dmrd Itve load rronoor�curr�t wilh arry otl��I'ive I�ds. 6)Refer bo girder(s)for truss to trusa cronrrecdons. �Beming ffi joirrt(s)5 correiders perallel to grabt value using ANSUfPI 1 angle to grain fomtula Bui�ing d�igner should verify capacity of bearmg surfaoe. e)Provide rc�nical conrreclion(by others)oFtr�s To bearfng ptate cepabte oFwi�ndhig 110 m upt'rtt at joint 5 artd 98 Ib ' uplift at joUrt 4. LOAD CASE(S) Standard ' ' , ' .bb Truas Tnu�s TYPB Q►Y PN Metro Ra►tlodeling/3220 BOhnS POinUMFULS , 88027R N� SPECIAL 6 1 .lob R� lA�Fa�est Piod�tt�s-P�tt 379.M6meo0a.MN 58284 BTOD s Apr 28 2005 NhTek h�ies,Inc.Thu.1�3109:12a4�)OB Page 1 ac4l�011 ' � -1-0� , 1�-12 � 1-0-0 1�-12 g �=1 ' �p,pp�c4 AI�20 I I � � ' Z T1 ' � � �� ' 4ac4 N�OG 10.OD� ' � 1d�8 ,1�-12i , 1-0S 033 LOADING(P�40.0 SPACUOG 2-40 CSI QEFL in (toc) Udefl L/d PLA7ES GRIP (Roof Snar�0.0) Ptabes Irnxease 1.15 TC 0.17 Vert(LL) -0.� 5 � 240 M1120 197/144 TCDL 10.0 �� •15 BC 0.03 Vert(TL) -0.00 5 � 1� ' BCLL 0.0 R�Str�s Irnz YES WB 0.� Horz(TL) -0.� 4 Na Na BCDL 10.0 � IRC2000/ANSi95 (MetrbQ y�ig�7� LUMBER gRp�, TOP CHORD 2 X 4 SPF Mo2 TOP CHORD Sh�tl�ed or 1�-12 oc purlrt�, except end ve�tica�. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid�il'vig directly apptied w 6-0-0 oc bracing. , WEBS 2 X 4 SPF No.3'ExaepC W2 2 X 4 SPF No2 � REJ►C710N3 (IbJsize) 5--239f438,4=4/Mect�nfcel Ma�c Haz 5=50(load c�e 4) Nlax Upfift5--28(load c�e n�4=48(load case 6) M1Aax G�av5--239p�d�1),4=48(►oad case 3) ' FORCES (Ib)-Ma�dmum Compression/Ma�dmum Ter�n TOP CHORD 2-�-1�/38,1-r-Or/3,2-3=34/31,34=33/11 BOT CHORD 45=53l30 NOiES 1)Wind:ASCE 7-OZ�mph;h=251k TCDL=S.Opsf,BCDL=S.QpsF CaOegory II;E�B;endosed;MWFRS gable end zor�; ' carthlev��ft artd right exposed;end vertical left and right exp�ed;Lumber DOL=1.�ptate Brip DOL=1.00. 2)TCLL:ASCE 7-0Z;PF-40.0 psf(i�t roof snow)�CeOegaY��ExP B:PerdedY E�.:Ct�1 3)This tr�s F�been checked for uniform snowr load only,e�aoept as nated. 4)Thts truss Fms been des�ned for greater of min raof INe I�d of 16.0 psf or 1.00 tirr�es flat roof taad of 40A Psf ai ove� rton-wncument wilh ottier INe loads. , �This truss has been d�igrred for a 10.0 psF bottom ctrold live laad rroncorxaurent wiTh any olh�Cne loeds. 6)Refer to girder(s)for truas Uo husa conn�tfons. ��9�1aM(s)5 cortsiders parallel to grabf velue t�sing ANSUTPI 7 engle Uo grain formula. Buildin9 d�gner shouid verify ca�of bear"vig surtaae. 8)Provide rt�ecF�ical�nnec1ton(by otl�era)ot truss to bearh�p Plate capeble of witl»slsrnfing 29 Ib upGft at joint 5 and 48 tb Wfift , at jdnt 4. LOAD CASE(S) Star�dard ' ' ' D—� '� " /� � TIME � CITY OF ORONO CALLED IN `� ��"� INSPECTION N C p� / SCHEDULED / � .'� PERMIT NO. �O �f� COMPLEfED ADDRESS �� OWNER CONTR. � � TELEPHONENO��L�� lo�'v�vZ/' 7v�J�'� �.,. � DESCRIPTION L�L�(_ � ❑ FOOTING ❑ MECH AL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING 0 MECHANICAL FINAL ❑ LAKESHORFJWETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q�FMdAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC IIdSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � a o �� 1 v,�.,� ��T � sr ��C s ! � ° t��- 0 FF � �� Q � � o� c n ( � Ke � � C. a- � � �WORKSATISFACTORY:PROCEI OMPLEfE W ❑CORRECT WORK 8�PRQCEED y_��a�v�.,�..rIFICATE OF OCCUPANCY / 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY v V BEFORECOVERING �pERMANENT (q_��-O K ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfttRld ❑STOP ORDER POSTED.CALL IPISPECTOR ❑CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTQARRANGEACGESS. Cail forthe next tns�ction 24 hours in advanca (952) 249-46�� Ov�rnertContractor on ske: Inspector. ,,Cj��IL � WhRe Copylinspecto�a Flle Cenary CopylSRe Notice �_�� DATE TIME CITY OF OROIdO CALLED IN y , !-�R '� INSPECTION N i SCHEDULED PERMIT NO. COMPLETED ADDRESS �ad� �f��d �l"� OWNER CONTR.� TELEPHONE NO. /�� `-�z �39 �+.��(� � DESCRIPTION ��'1� _ _ _ _ � ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING y ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORFJWEfLANDS Q ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC IIdSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W 4 j O � � t/�.5� 1��+�Q &C�A�a�OAS �1��' �I� � �-C� ��C (� W � Q � a - W � W � � � �NIORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE W rO(�.'ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDtTIONWITHIN FiOURS. p pHOTOTAKEN INSPECTOR WILL HETURPt O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED �INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Cat1 for the next inspection 2�hours in advance. (952) 249-4600 OwnedCantractor on site: Inspector. ��/ ' � WhRe CopyMspecto�'s Flle Cenary CopylSite Notice � ,, �- /� �r � e� O � AT� � TIME CITY OF ORONO CALLED IN y�. � INSPECTION TIC SCHEDULED 3 � PERMIT N0. �� S� COMPLETED ADDRESS , �¢�l� �'�� /.�1� �J OWNER CONTR.�� i��z�°�G� TELEPHONE NO. 1��- �OL4�` d��! �v� �J' 7 � DESCRIPTION �" `�G� • �•� �y 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 E ICAL FINAL 19 LAKESHORE/WETLANDS O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FlNAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALI.. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL J 10 PLUM8ING FINAL , � 36 FOUNDATION/REMOVAL � OWNER! TRACTOR MEETYOU:�Y�.S'_NO � COMMENTS: . a ��t. ��' - lo�a� - ,� � j O � � O � �•_ dkH (� r�l��-�u,n,dS A� °C �� , �S S�� — Q 2 °I.-1A., s cf-S �- 5��-�"" W W � � O �RKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�0 OwnedContractor on ite: Inspector._�/ .c � White CopyMspector's File Canary Copy/Site Notice