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3357 Truss Specs . . �, 00-00-b ', -- 00-90-9� -- -�00-00-ti� ' r N M d' LCS £f.T !'�- � G7 C1 r- N C'ri C�'S C`'S f`'J C'3 S'7. � . �6 c,� '.� c- � c- � r r �- N N N N N N f V Rt CV '��, . /� "'� "1 � Q Q Q Q '� � �'L Q '4 � � Q '� '� Q� '��.. . � � � � � _3 "7 _'} '7 "S -5 "� � � � � . ■ k i l 1 i t Y 1 1 t ♦ t i ♦ ♦. � �.��. f�.s '.�' _ _ _ _ _ _' ' " _ �,�7� . �� Y C.l0 1 '. . .. �/ �,. ... �� ,. , �� , i , �. . �.. .. . . . .. : �. i 'i '�, � ''�, . . . ��.. . . . .. .. ��. � .,. ,�. i 7 G V t ,.._s -,� �.. �. ��. � '� �. ��. ��. ��. �., � � . L 4"y f[ _ .' _ . .. _ _ . _ . _ �ry �� i , .. . .. _ ._ . I L r� . : :.__ . T_ .�. I I I '� , ... . . ._ ... .... .. � .: � W _ __ — _- _— _ . __ _--- �i � _ -�� - : -- _= I�� II � � i �n �. '�, I ', .. '�. .. �, ,. '�. I f��I O r �''�, ��-d . ��, ' ' ,. �. '� ' OI i , � I � i �' �, �� '� ii I r� N'' � ��C` _ � _ __ N, � � � �: : ,-, .---- -_ -- __ _ _ I _ 4 �� , � I I i I i', [ �k� _ _ � ' �II I __,. I I `x� -_. -_ -- ':__ _ __ L "` -- - I ' i,r, E f�t� 4.; N I � � ' 0 0 � � �_.� �^ O Ld 6d f' _ �' / _ ; � -- - - - -- � _ -- , � �- c�,J i �� I .. 4 '_ ._ V V ._:-: :.-.-:- -:-.- ... . .. .... ... ._. ._ � I�I . _._ -� _... _.- _.__ f o � � 6d _ _ f . , "' g', o ' cv y � o' � i r r '�. � . . C� ____. ____. ____. ___. ._..... ._...- ____ ._.-. ___, -__ ; . � V �- 6 N M . _ _. _ _ ' _ _ ! 4:1 07 0� g� (p f' I , ,� _ N � ( , i f1 - - `- ,_ 0 f, - - - . � " Lb' � z _� .�v �� T , . .� u ., '�� * . : � , T ♦ / I '� -:-� �li :::::: .... ... -.-.-.�: .... . ... .... ... ... .._ .. � 4 I 9f1 , I o 0 ' , o 0 ,.:.., _ : , _ _ � � � S`ci ' �; � ', (.7 � c�'o co'�� . .._ ,- tTh � - - _... ;, , T O _�� _ _ �i�� ` . i —I' O .., �� . :.::: .-" ' `-,: ::��.- i ( r J I l, ' I II � � il O . , ', i' C�. i r L H � _� �I � o �. _ _ �,I � o - , � �. - : _ ,:.. - _. � ' �= i OJ � sz�r ,,<�3r � o � ; o = i r , V�V 1 �I � ��I ., � 'I ~ j U ,, ''. ��. �. i. ,li �4�. .... Ed�+�W,�.i" ... ...��".I. ..�,:..�`s`�� _ a�e.��'�'_� 3S..c=L`;�'........,3x._.£_...,��_,__ . .c.:W.xta,...' �'6c�._`?.,.._�'�.:.kt._......._.,v�i�:-,..e...wa.c W✓ �T T ♦W �� • � W T ; A T T�w � �1� ! T p Ak �� 9 � �4 V I r . CV , {i? � ;� � .��.� � .: � , � �,.. � :' � �,. � �,. � ��.: � ,. T '�.� r '.:� � :� � !I T .�'� i� Q � � � Q� Q Q Q � � Q Q Q � � Q Q Q � i'� � 00-00-8£ � ``_ ,+��. _ ' 00-90-� ....� �...� �n«.�J 4�w.1 V ....__ �$ ��f� 1 � ... �.. d.. ._ i�/ L�/• �•��.. �� : MiTek USA, Inc. 7777 GreenbackLane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: W 1207007 Fax 916/676-1909 Parr Eve/Tacoma Peoples Builderl3357 R3 The truss drawing(s)referenced below have been prepared by MiTek Industries. lnc. under my direct supervision based on the parametei�s provided b�� The Truss Company-Sumner, WA. Pages or sheets covered by this seal: R34904607 thru R34904659 My license�°enewal date for the state of Washit�gton is August 1, 2014. Lumber desi�n values are in accordance��ith ANSI/TPI 1 section 6.3 These truss designs rel� on lumber values established by others. �,1��`�� -t'`r� �. ,-�^�'��,a��,�., �;t� `•'`it �� .��*'. .�...�y Y'. ,t�� ~f`l ��s -�`� i ,�, � £ � � - '_. �a ' '-',` \ i�,`,/1�' t�". �tt -..5` cs � , i,ry JUly 27,2012 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building desi�ner,per ANSI/TPI l. ——_— __----- -------___V ---- --- -- _ ---- -- -- — . __ _— --- -- — .i�b Truss Tru=s Type Cty Pi�� Parr Eve/TacomG Peoples BundeN�35; R3 R34904nG7 '\��i2070G�7 A1 CALIFORNIATRI;SS 1 , 2 _ __ Job Reference(optional) The Tru;s CcJ Tri-County Truss, Sumner WA i Eugene OR/Burlinqton WA 7.35D s Jul 18 2012 MiTek Industnes,Inc. Fri Jul 27 14:34:08 2012 Page 1 ' ID:r9hNbJQSYdPmzEu?ums_ZzytqPl-fMwH3FU6ExoEGCg3fu_I8agT4RFW2rwPWXHJjKytpBj -1-0-0 5-5-3 60_�7. 10-4� 15_6-' 2D-7-13 25-9-10 30-tt-7 36-3-0 — ________..__...�'--.—_ �1-D-D 5-5-3 0-7-6 4-3�-73 5-?-1� 5-1-13 5-1-13 ' S-1-13 5-3-9 Soale=!62] NAILED Sx8 % Special 1.Sx4 II "sxE= 3xi= 1.5x4 I'' 3xS= 1.SZ4 II 4xE_ , soo iz ^ 3 20 21 " 22 23 24 ' 2s 8 26 27 9 28 26 �� 30 31 71 I �// � / �� —__ �% I � � ��. �I � �� i � �� I � � �%�� i,', 2 ,.�:: �\\�, �,� �i I �� ,��i� � — � � — � �� - � Ia� � � ;� �q'� �� or _�r o�� nr a� t,_ ��r �r �r _ — no n� n� rr ,r a—�r �n r� o`/4x5= 32 33 18 34 35 18 36 �- �� 38 35 16 �5 CO 41 14 S2 43 13 44 45 12 JU52G JUS24 2x4 I JUS24 Qxfi JU52G JU52C 2xa '�i JU524 6xE- JU524 Jl.'S24 2x4 I� JU524 JL'S24 bxs JU524 3x< 'I JUS24 ��SZQ JU524 dxE= JUS24 JU524 JU52� JU524 SS-3 10-6� ?5$-1 2G7-13 25-5-iD 30-11-7 36-3-0 5-5-3 4?7-� ' S-�-?3 � 5-b13 5-1-13 5-1-13 5-3-4 ' Plate Offsets(X,Y;: �3:0-4-0.0-1-12� [11:0-2-0.0-1-11L3:.D_1-120-3-4� [18:0-3-0.0-2-0] LOADING (ps� SPACING 2_p_p CSI �I DEFL in Qoc) Udefl L/d ' PLATES GRIP TCLL 25A Plates Increase 1.15 TC 0.7D , Vert(LL) -G.51 15-17 >848 360 I MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.84 ' Vert(TL) -0.97 15-17 >443 240 �� BCLL 0.0 ' ' Rep Stress Incr NO 1NB 0.85 I Horz(TL) 0.15 12 n/a n/a ' BCDL 7.0 ', Code IRC2009/TPI2007 (Matrix) �I Weight 335 Ib FT=16% -- -- -- --- LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc puriins, BOT CHORD 2x6 HF No2 except end verticals,and 2-0-0 oc purlins(3-5-3 max.):3-11. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s) 11 REACTIONS (Ib/size) 12=2774/Mechanical,2=2707/0-5-8 (min.0-2-4) Max Horz 2=90(LC 4) Max Uplift 12=-610(LC 7).2=-552(LC 5) FORCES (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5588l1152,3-20=-7577/1642,20-21=-7577/1642,5-21=-7577/1642, 5-22=-7577f1642,22-23=-7577/1642,6-23=-7577/1642,6-24=-9051/1960, 7-24=-9Q51/1960,7-25=-9051/1960,8-25=-9051/1960,8-26=-9051/1960, 26-27=-9051/1960,9-27=-9051/1960,9-28=-4562/990,28-29=-4562/990, 10-29=-4562/99Q 10-30=-4562/990,30-31=-4562,�990,11-31=-4562l990, 11-12=-2650l641 BOT CHORD 2-32=-1055/4960,32-33=-1055/4960,19-33=-1055/4960,19-34=-1064/4942, 34-35=-1064/4942,18-35=-1064/4942,18-36=-1968/9134,36-37=-1968/9134, 17-37=-1968/9134,17-38=-1968/9134,38-39=-1968/9134,16-39=-1968/9134, 15-16=-1968/9134,15-40=-1645/7616,40-41=-1645/7616, 14-41=-1645/7616, 14-42=-1645/7616,42-43=-1645/7616,1 3-4 3=-1 6451761 6 WEBS 3-19=0/365,3-18=-683/3099,5-18=-628/248,6-18=-1773/385.6-17=0/374, 8-15=-625l252,9-15=-347/1614,9-14=0/362,9-13=-3433/743,10-13=-655/260, 11-13=-1070/5036 NOTES ��7� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at D-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. ,��R ' 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply �p..� ��' to ply connections have been provided to distribute only loads noted as(F)or(B),unless othenvise indicated. 3)Unbalanced roof live loads have been considered for this design. ��%' � 4)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS pow-rise)gable end zone; *' - �� '• cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in ali areas where a rectangle 3-6-0 tall by 2-0-0 wide ., � � ,� will fit between the bottom chord and any other members. r .� �� -� =�;% 8)Refer to girder(s)for truss to truss connections. ��rh, '� �' �'t=R�'�� `�` Cr j y" 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) `��.4`§• ..,,t>� 12=610,2=552 � �F�!�';�� ,' 10)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. JUIy Z7,2Q�2 Continued on page 2 i6��'u?aC�h€�s-iTerrf�r d.a�.-iq�gi�r°cmzelers mce�'.R�t)IdCi�'E.�G�iT T}s'SS A11�dNt:L ETU6P lkY77�,I�,F'E`"r'�t_'E FdC�M`i1-747� zI.�.F`C)'F�`lt�. �I �� i I Design valid ior use only wi}h M7ek connectors.7his design is based only upon parameters snown,and is for an individual building component. �I �� Appllcabifty of design paromefers and prope�incorporafion of comoonent is responsibifty oi building d_slgner-not truss designer.Bracing shown i is for laterol su000n of individual web members oniy. Nqdifional temporary bracing to insure slabilify dunng consiruction is the responsibillity of ihe '� pp�` {� erecto�. Addifiona p=rmanerd bracing o'ihe overail sirucfure is ihe responsibilify o'ihe buildina designer.For general auidance r>aarding �' ¢YI�1�i'p�.� fabncanon,quality confrol storoqe,delivery,erection and bracing,consult ANSI/TPII Quahty Crfleria,DSB•89 and BCSI Building Gomponent 'i I � Safety Information ovoiloble from Truss Piate Insirtui 781 N �ee Srreet,Suite 312 Alexandna VA 223�4 , 7777 Greenback Lane.Suite 109 I Citrus Heights,CA,35610 __ ``�c�-a:��w i�rirre�c�c*��m?.�r�v;a�_,.s�„�< t?�e aes sra:��,F.��_��zh_��et�e„�s,t��,r�1?.��S;L:�,�_ia�t�� r��SF7�. '' _ Job Trus=_ Truss Type �ry �iY ?err Ev��acome Pe0pl2s B�ilder'3357 n3 � Rs4904oG7 W12070G7 A1 CALIrORNIA TRUSS 1 2 ,Job Reference(optiorap The Tru�Co.i Tri-County Truss, Sumner WA,'Eugene OR/Buriington WF 7.350 s Jul 18 2012 MiTek Industries,Inc Fr�Jul 27 14.34:08 2C12 PagE 2 + ID:r9hNbJQBYdPmzEu?ums_ZzytqPl-fNiwN3FU6ExoEGCg3fu_I8agT4RFW2rwPWXHJjKytp8j NOTES (17) 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fast=ned to truss TC w/2-10d nails. 13)Use USF JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-8 oc max.starting at 2-0-12 from the left end to 36-1-4 to conn=ct truss(es)JA1 (1 ply 2x4 HF),JA1 (1 ply 2x4 DF),JA1 (� ply 2x4 HF) to front face of bottom chord. 14)Fill all nail holes where hanger is in contad with lumber. 15)"NAILED"indicates 3-10d or 3-12d common wire toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)286 Ib down and 112 Ib up at 5-8-7, 114 Ib down and 89 Ib up at 5-0-12,114 Ib down and 90 Ib up at 10-0-12,114 Ib down and 90 Ib up at 12-0-12,114 Ib down and 91 Ib up at 14-0-12,114 Ib down and 92 Ib up at 16-0-12; 114 Ib down and 92 Ib up at 18-0-12,114 Ib down and 92 Ib up at 20-0-12,114 Ib down and 91 Ib up at 22-D-12,114 Ib down and 91 Ib up at 24-0-12,114 Ib down and 91 Ib up at 26-0-12,114 Ib down and 91 Ib up at 28-0-12 114 Ib down and 91 Ib up at 30-0-12,114 Ib down and 91 Ib up at 32-D-12,and 114 Ib down and 9� Ib up at 34-0-12,and 114 Ib down and 91 Ib up at 36-1-4 on top chord. The designlselection of such connection device(s)is the responsibility of others. 17)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard , 1)Regular Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� Vert: 1-3=-66,3-4=-66,3-20=-16,�1-20=-66,2-12=-14 Concentrated Loads(Ib) Vert:3=-236(F)7=-114�1=-114 12=-26(F)16=-26(F)18=-26(F)5=-114 14=-26(F)9=-114 20=-116(F)21=-114 22=-114 23=-114 24=-114 25=-114 25=-114 27=-114 28=-114 29=-114 30=-114 31=-114 32=-26(F)33=-25(F)34=-26(F)35=-26(F)36=-26(F)37=-26(F)38=-26(F)39=-25(F)40=-26(F)41=-26(rj 42=-26(F) 43=-26(F)44=-26(F)45=-25(F) i �E��'J+tildCr-Yerifr{�ir�zz_qs��sar°�nzef�rs crn�'hFiB.�IsKrT�.�C5N T'H3S�7�3�VCL ilI)EPJ�YI7I^77f F'u�'�bR�F#�t^EP�t�f�Y'i7-'I�7�&Ef°�3�iF�',,,�`, 'i �� ; Desion vohd ior use only with M7ek connedors.This design Is based only upon oarameters shown,and is for on individual ouilding component. � Appiicebiliry of design porameters and oroper incorporaYion of component is resoonsibility of builaing designer-not iruss designer.Brocina shown ! � Is for lateral suopori ef indivicival web members only. Addifional iempoiary bracing to insure stability dunng consirucilon ls ihe responsibillity of the � k/� y' I erector. ndditional permanent bracing o`ihe overal!siructure is}he responsibility of ihe building designer.For oeneral auidance reoarding iYtl��tL � � fabrication,quality cont�oL storage,delivery,erection and oracin5,consul? ANSI/TPII Qualify CrBeria,QSB-89 and BCSI Butlding Component 7777 Greenback Lane,Suite 109 - Safeh•Informafion available from Truss Plate Institute,781 N Lee Sireet Suite 312 Alexanana VH 22314 �� Cftrus Hei hts,CA,9561G � i`;�n=i i�e 4 =irr�.t�v p°5F�?,arrc%-�r Es Rrye.��i�� i?� �esit�F.•y�a€,�,�aro:F.se e,;r;.? tfi..?:}t: �,�; �L;��'�, p•c�la.s��E I�,SP[u, s - _---------- - - -- ----- - --- ---- --- - �ob Tn,ss Trus=Type Cry �Piy � Parr Eve,'Tacome Peopies Builae�3�57 R3 R349U4o�8 '�iN1207067 �A3 ICalifornia Truss 1 1 ' ' Job Reference(optional) — -- --- ------------ — Trie Truss CoJ Tri-County Truss. Sumner VVA/Eugene OR/Burlington WA 7.350 s Jul 18 20i2 MiTek Industries.Inc. Fri Jul 27 14:34:20 2D12 Page 1 • ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-JgfqbLdePdiXi2aNMQCZd6ASCHLasH?AHPBxBeytp8X -1-0-0. 7-3-12 ;.5' ia-4-14 __?1_-L_—____—_ 2S 9 5 ______._—__36-3-C '1 D C. ---��—7-3-12 C-5-T1 6-7-7 7-�3 7-23 7�5-it Scele=1 62 E NAILED �X 3x4= 3x6= 3x4= 4x5- 3x5 I I .-14 15 16 41� 5 18 15 6 2D 21 23 24 25 26 B � 6.OG I1[ .G�?��i — .— — ___� i � �� '— � ��\ � .� ', / \�\. /�� \ � �\\\\ I � '�� % // \ �d�. Im ' �. I � � Im �� '' ` � - � �� , ,� ; , , , � �m ,� � � � � �, ,� \�, � ,,- . , � � � % �' ,/ \��=,/ _� �� ---- T .� ��,�,� __ -- � -- --- - 4xc= "' 12 11 10 9 3x� 3x4= 4x6= 3x4= 4x5= 7-�12 i6-9-10 20�-9 36-3-0 � 7-;�-12 � �5-74 5-Ft5 ' °.r10-7 Plate Offsets(X.Y): [20=0-12.Edy�3:0-2-0.0-2-4],[8:Edge 0-3-8].[�0 0-1-12.0-1-8] LOADING �ps� SPACING 2-0-0 I CSI DEFL in Qoc) I/defl L/d ! PLATES GRIP TCLL 25A Plates Increase 1 15 ', TC 0.94 Vert(LL) -0.37 10-12 >999 36D I MT20 185/148 TCDL 8.0 ' Lumber Increase 1.15 i BC 0.88 Vert(TL) -076 10-12 >564 240 � BCLL 0.0 ' I Rep Stress Incr YES , WB 0.88 Horz(TL) 021 9 Na n/a I BCDL 7.0 Code IRC2009lTPI2007 ' (Matrix) ' Weight:137 Ib FT=16°/ -- --- ---- LUMBER BRACING TOP CHORD 2x4 HF No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals, 1-3:2x4 HF 1650F 1.5E and 2-0-0 oc purlins(2-2-0 max.):3-8. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2x4 HF Stud*Except' WEBS 1 Row at midpt 4-13,7-9 4-13,7-9:2x4 HF No.2 JOINTS 1 Brace at Jt(s):8 MiTek recommends that Stabilizers and required cross ' bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 9=1396/Mechanical,2=1495/0-5-8 (min.0-2-7) Max Horz 2=109(LC 4) Max Uplift 9=-291(LC 5),2=-270(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2696/459,3-14=-2262/440, 14-15=-2262/440,15-16=-2262/440,16-17=-2262/440, 4-17=-2262l440,4-5=-3395/658,5-18=-3395/658,18-19=-3395/658,6-19=-3395/658, 6-20=-2712l528,20-21=-2712l528,21-22=-2712!528,22-23=-2712/528, 7-23=-2712/528 BOT CHORD 2-13=-402l2315,12-13=-663!3336,11-12=-683/3346,10-11=-683/3346, 9-10=-487l2302 WEBS 3-13=-78/740,4-13=-1328/337,4-12=0/253,6-10=-798/221,7-10=-56/750, 7-9=-2522/524 NOTES (14) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;encfosed;MWFRS(low-rise)gable end zone; cantilever Ieft and right exposed;end vertical teft and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��';.Rt"� 7�='4'J' will fit between the bottom chord and any other members. f �• � ��r1�S'fxj /- 6)Refer to girder(s)for truss to truss connections. � �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) .�`� '.�Y �w 9=291,2=270. � 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and — referenced standard ANSI/TPI 1. 1 9)"Semi-rigid pitchbreaks with fixed heels"Member end 5xity model was used in the analysis and design of this truss. � 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d naila '',�, � 4 11)"NAILED"indicates 3-10d or 3-12d common wire toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. N�� ,f{` }.}�(�� / �" 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)43 Ib up at 10-0-12,43 Ib up "��'��,, 1�'1 t� �,, at 12-D-12,43 Ib up at 14-0-12,43 Ib up at 16-0-12,43 Ib up at 18-0-12,43 Ib up at 20-0-12,43 Ib up at 22-0-12,43 Ib up at •S`I�,h.,�� ;^� 24-0-12,43 Ib up at 26-0-12,43 Ib up at 28-0-12,43 Ib up at 30-0-12,43 Ib up at 32-0-12,and 43 Ib up at 34-D-12,and 43 Ib up at 36-1-4 on top chord. The designlselection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on page 2 JUIy 27,2012 II ��Fs�4tf?dv-Verrjze d�:iqn g�izr-r�meters caz��?'tt.�:�t31tt��7�Ci�d i'�IZS.�Nr�Z}ST�"Ld TLd�'L'�4F�i cl+:FcE�'�" Ti�"��',��aE1k4'a1-747��f°CF1's�`�S.E. �I ��• Design volid to�use only with Mifek conneciors.This aesign is based only upon parameiers s7own,and is tor an indiwdual buildinq component. �� i Appiicability of ciesign parameters and proper incorporation of componen*is res�onsibiiity of buildina qesigner-not trur desgner.Brocing shown �� ; is for latera!supporf of individual we�members only. Additional tempo�ary bracing to insur=siaoility dunnc consiruction is the responsioillity of ihe �/p�{ g� � i ere��ior. Addiiional p=rmaneni bracing o`fhe overall structure is the responsibilitv of ihe buiiding designer.For gen=ral guidanc=reparding �'. SY1�t�rti.� t�bn�oi�on,quality con}rol,storage,delivery .edion and bracing consul�� ANSI/TPIi Quaiity CrNeria,D58-89 and BCSI Bui{di�g Component i 7777 Greenback Lane.Suiie 1Q9 I Safety Informafion ovailable from Truss Piate Ir+sirtuie 787 N Lee Srre t Sude 912 Aiexandnc VA 2�314 ii Citrus HeioMs,CA;956'10 _ I'�c��.;.��°ia=ii7e+5 ra°S��j �nt�cr�s ? .a.F ::."� c�sstrr,=,3�,£ ar�!'! cti e;e�i ��tE+..'�€17 3,��LS� U c,E�z;se r�:<SF4E. Jot Truss Truss 7yoe �.y Piy Parr Eve/Tacoma Peopl°5 BJIiu.,i,,,.;57 R3 ' R349040�8 W".2070C; �F.3 CalifomlaTruss 1 1 I , _ � I Job Reference(optiona�______ The Truss CoJ Tri-County Truss, Sumner WA/Eugene OR/Burlington WA 7.350 s Jul 1b 2G12 Mi i ek fndustries,Inc. Fri Jul 27 14.3420 2012 Paoe 2 ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-JgfqbLdePdlXi2aNMQCZdSHSCHLasH?AHPBxBeytp8); 14)All dimensions given in feet-inches-sixteenths(FFIISS)forma! LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� Vert,1-3=-66,3-8=-56,2-9=-14 Concentrated Loads(Ib) Vert:5=4 8=4 14=2(F)15=4 16=4 17=4 18=4 19=4 20=4 21=4 22=4 23=4 24=4 25=4 26=4 r !I �t��B�.NING-Vet-ifi�dr�ign par:�uaxet�rs cvzc�?R�I3IitC:�7�S C➢_N�7{iS��IXC=LU7l'csi'T!�4d7'��dc".�;F'Ei.'ETi�C�:}'�d'�MII-747�d3E�CSI'�t3�. �� Design valid for use only with MTek connectors.Thls desian is based only upon parametea shown,and is for on inamdual builaing component �, Appiicabiiiiy of design parameiers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown . ls tor lateral support of individual web members only. Additlonal temporary bracing to Insure siaoility dunno consrructlon is the�esponsiblllity oi ihe p,�D�g��. , erector. Additiona'��permaneni bracing of ihe overall siructure is ihe responsioility o`ihe buildlno desiane;.ror general guidance regardino � YVI d I �abncation,quality cortrol,storage,deiivery,erection ond bracing,consult ANSI/TPI7 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane.Suite 109 ` Safeh�Information avoilable from Tru s Piate Insirtute,781 N Lee Stree Suiie 3 2 Aiexandna VA 22314 Citrus Neights.CF,95610 � i`acr�;tie.f°,Yine t>c��SF':;.an�,er��sae.�fr..�,:^� � sar,=a�ae �r_rf!-.e�.F�r"fect,�tf.<:'.i`�W *,�L:4ur �+•�i�:� �tsaSF�E;. ----- _ __ _ -- __ ---- --- ------ ---- ____ -- � --- _ - _ _ - - -- _ _ _ ,,ob Tru=s ITrass Type ::[y ty Farr c��er'Tacom�Feoples 6uuaer,"335;' Rs ' R349p4oQ� Wi2G70v7 A4 iCaliforniaTruss 1 i I Job Reference(optionaq Tne 7russ Cc�Tri-CounTy Truss, Sumner lNA/Eugene OR;Burlington WH ?.350 s Jul 18 2012 MiTek Industries,Ina Fri Jul 27 14:3421 2012 Paae 1 • I�:r9hNbJQ8YdPmzEu?ums_ZzytqPl-nsDCoh=GAwROKB9Zv7�o.AKji_hj1 bmSKW3wb'a4ytp8W ,t-CrO� _ 4-�0-� 9-3-12 9.97 15_10-14_ _ 22-7_i_ 293-5 i 36-3-0 _ '1-0-0� 4-10-5 � 4-5-3 0-5-1�1 6-b7 6-F-3 6-8-3 6-11-11 Scaie='.:62 E NAILED Sx5' 3x6= 3za I 3xe= �xG= bxG= - Qn 15 16 17 6 18 15 7 20 21 22 8 23 24 25 " i � — � � . ��L---_ / '/\\ ,I I soonz �/ �� / �� i� � 'i �5.e � /i \� %/ � I i ��/ � � 3 ��/ �,� � /// \\ � �.� \�� ' . �' \ , �/ \ /� �� 'Iv e \ � � / � �� // \ /� . \ / �� /� \� � i �� \ �/ ' / cn // ��i__-__-- �/ \�; �� I � o,.- Q?:--- -- --- ---- ✓'� ;s iz ii axe= i° io 3xE- 3x4= 4x6= 3x4= 4X, _ 93-12 18-1-10 27-0-9 36-3-0 _—____.___.._—_____.._____ —_--.___.______--________--- — _. 9-3-12 � B-5-14 � 8-10-15 9-2-? ' Plate Offsets(X.Y) [2:0-8-0.0-0-6] [4:0-2-4 0-2-8] [8:0-1-12.0-2-0],[11:0-1-12.0-1�Sj LOADING (ps� , SPACING 2_p_p CSI I DEFL in (loc) I/defl L/d ' PLATES GRIP TCLL 25A ', Plates Increase 1.15 TC 0.62 Vert(LL) -025 13 >999 360 MT20 185,'148 TCDL 8.0 Lumber Increase 1.15 BC O.i4 i Vert(TL) -0.52 13-14 >823 240 BCLL O.0 " Rep Stress Incr YES WB Q 74 ' Horz(TL) 0.18 10 Na n/a BCDL 7.0 ' Code IRC2009.rfP120d7 (Matrix) ', Weiqht:148 Ib FT=16% -'—------ -------------- -- � - LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 HF No2 except end verticals,and 2-0-0 oc purlins(2-11-6 max.) 4-9. WEBS 2x4 HF Stud*Except* BOT CHORD Rigid ceiling directly applied or 7-7-1 oc bracing. 5-14,8-10:2x4 HF No2 WEBS 1 Row at midpt 5-14,8-10 JOINTS 1 Brace at Jt(s):9 ' MiTek recommends that Stabilizers and required cross ', , bracing be installed during truss erection,in accordance with � ' Stabilizer Installation guide. REACTIONS (Ib/size) 10=1434/Mechanical,2=�519/0-5-8 (min.0-2-8) Max Horz 2=137(LC 4) Max Uplift 10=-303(LC 5).2=-267(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2711/481,3-4=-2468/448,4-15=-2134/424, 15-16=-2134,�424,16-17=-2134/424, 5-17=-2134/424,5-6=-2752/556,6-18=-2752/556,18-19=-2752/556,7-19=-2752/556, 7-20=-2088/427,20-21=-2088/427,21-22=-2088/427,8-22=-2058/427 BOT CHORD 2-'14=�42l2352,13-14=-549/2760, 12-'13=-542/2624, 11-12=-542/2624, 10-1'I=-381/1756 WEBS 4-14=-76/673,5-14=-880/250,7-11=-775/204,8-11=-73/770,8-10=-2092/437 NOTES (14) �)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. _ � � 6)Refer to girder(s)for truss to truss connections. "� � �<'�'� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) .�''��'t�� .�\l j- 10=303,2=267. �- �r S)This truss is desig�ed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and f ;� referenced standard ANSI/TPI 1. f, ,�'� 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 11)"NAILED"indicates 3-10d or 3-12d common wire toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 Ib up at 12-D-12,45 Ib up f.� � at 14-0-12,45 Ib up at 16-0-12;45 Ib up at 18-0-12,45 Ib up at 20-0-12,45 ib up at 22-0-12,45 Ib up at 24-0-�2,45 Ib up at rr-'�, 1�'f�l,{`�-F��\~ ,� 26-0-12,45 Ib up at 28-0-12,45 Ib up at 30-0-12,45 Ib up at 32-0-12,and 45 Ib up at 34-0-12,and 45 Ib up at 36-1-4 on top � ,, �- chord. The designlselection of such connection device(s)is the responsibility of others. `�.S"(�� l';�� 13)In the LOAD CASE(S)section,loads appiied to the face of the truss are noted as front(F)or back(B). �'�`� 14)All dimensions given in feet-inches-sixteenths(FFIISS)format. ��I�F1A�€(�3S�andard July 27,2012 ! �i%��i°ak�-b�erzp"�d�::c�n�:z,°crmete�trrae.'icE�D h!�S'��C3.�i 7�'7�&iV�3IaYt`LU:?�Li��7�K�2�'i�'�"2�'SiC.�1?'.AC�E 1?'it-7�7�Ed�`C3I�E if�. � '� �I Desigr volid for use only witn Mi7ek connecio¢.This devgn is based only upon parameters shown,and is for on individual building component. '�, Applicability oi desigr parameters and prooer incorporation of comoonent is resoonsibility of building designer-not fruss designer.Bracing shown . is for lateral support of individual w=�members only. Addi}lon�l temporary bracing to insure siability during consiruction is the responsibiliity of fhe , ��_ erectoc Additionol permoner�t brodng o;ihe overoll struciure ls the responsibility o`the building deslgner.For general ouidance reaarding '� fabncatior quality onirol.storaae d liv=r}�eredior ond bracing consult ANSI/TPI1 Quohty CrHena,DSB-89 and BCSI Buifding Component � � 7777 Greenback Lane,Suite 109 Safefy Information avoilable rrom Truss Piate Institute,781 N Le=Str e� S�ite 312 AI_xandna VA 223 4 �' Citms Heionts,CA,95610 I � t St?�k�r, i,'�ir�e,� � �F:�+ �n��W*isa e,.�iei,tne �ss�i;=>��,��.c�rrfh_�.eef;uc4,_ffitE:2{-i�,�,wLSuc ��.,��}.s �±�.T;<SF"rE�, _� .lob Truss Truss iype Gry ��Ply � Parr EvelTac�ma°eoples Buude�/335i P,3 R34904n09 W12u70;7 A4 �California Truss �1 � 1 I � I Job Reference loptionaq — ---- --------- ---- ------ —-- Tne Truss Cc.i Tri-Couniy Truss, Sumner WA!Eugene OR'Burlington\NA ?.350 s Jul 18 2012 NiTek Industries,Inc. r'ri Jul 27 143421 2012 ?ag°2 • I G:r9h IJbJQBYdPmz�u?u ms_Zzytq PI-n sDCoheGAwR OK99Zv7joAKji_hj 1 b mS KV�,3w\/g4ytp8VV LOAD CASE(S) Standard 1)Regulac Lumber Increase=1.15,Plate Increas==1 15 Uniform Loads(pl� Vert:1-4=-66,4-9=-66,2-10=-14 Concentrated Loads(Ib) Vert:15=-2(F)16=0 �I �G��,'3l�AXG-ti�i�y�r�ie�n�szzr•czmet�mEU'3i�t)NCk�"E�C37d 7%'lS tlR=�.TfdC�U1)�a��la£I:"`F:�'"i X�'f;HS;td_'.�Z'.��E t�7-7'�f��i3'�'i.F'',�_�-'. I �� I Design vaiid ior us only wifn Miiek conneciors.This design is based only upon parameieR shown,and is for an individual buildin�comoonent. �� Appi:cobility of des gn paromeiers and proper incorporaiion of comaoneni is r�soonsibility of building d=signer-not tr�r>designer.Brocing sh�wn '�� is for iateral supoort of individual web members only. Aadiiional temporary bracing to inwre stobility dunng consirudion is ine responsibillity o�}hz � p�T #� � erector.Additionai permanent bracing of the overall structure Is fhe responsbiiity of ine building desigrer ror general guidance reaarding , IYI�/�Yt ' fabncotior,quality coniroi,siorao ,delivery erecfion and orocing onsuA ANSI/TPI7 Quahty Critena,DSB-89 and BCSI Building Component 7777 Greenback�ane,Suite 109 I i i Safety Information available from Truss°lare institute 781 N L e Stree� Suite 3 2 Ai xonana VA 223�4 � Citrus Heiahts,CA,95610 I€3or ii�7��iri�� ¢�S�F�i urt� .:r�a�� ti.v.�� .�ds;a��..ry,� ,aF;tr �.e .E;.,.� .4n E.:;�:t- �a+�FtL��c it�,�:�n� a i�:E S��EI, ---- � _---. - _-_ ____ - __ _ ��ob Truss i russ Type �Qry �Piy Parr Eve/Ta�cma Peopies B,�ilderi3557 R3 R34904610 'W12C70G•� A5 ICalifomla Truss 1 1 ' ___ ___ __ ___ I Job Reference loptional) -- ----------- ---__ The Truss Co./Tri-County Truss. Sumner WA i Eugene OR/Burlington WA 7.350 s Jul 18 2012 MiTek Industries,Inc. �ri Jul 27 14:3422 2012 Page 1 � ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-�2na?1euxEZFyLkmTqEtiXFu442fKEPTkjg2DWytp8V 1-� 0-0_ 5-10-9 t i-3-12 ___i 1-9,7 t i-44a _._____?3?_�____.__.__ 25 5 5_. 36�0 . '1-0-0 5-10-9 � 5-5-3 C-5-17 5-7-7 6-2-3 -.-- 6-2-3 6-5-11 � sc�e=��.sz.E NAIL�� Sz.'-. :�'� 3x4= 3x6— 3x4= 4x4= 3x4 I , i1F 17 18 5 19 6 20 i 2", 22 23 8 24 25 e �. '�.1�"— _ _—� i / � �i 6.00112 / �; �\ �\\\ I � '' ' I � " � ,/ ��\ \�\ � , I 3xG,� � /,� �// �� v �� 3� � �; �� \V I �� /�'� a �j' , ��i �� "I / , , i i \;� � /� �� v '� ' I�mn = � �� '�,,, ,, ` �;� , �4. ; ----- -- ------ -- � �I-�� 26 13 12 27 28 i 2E 3C 1S 3x8= �'S 1G 1.Sx4 I SxE= 3x6= 3xd= 4*4 ' 3xa'_ 5-10-5 11-3-12 19-5-10 27-B-9 363-� _ '--____ _ ----'__'—i—....____—' —__— —_'_______'--_� 5-10-9 � 5-53 �' B-i-14 �� B-2-15 b-6-7 ' --_--_ _—__—_.— _._______.. _—_--.—_-- Plate Offsets(X,Y): [2:0-8-0.0-0-6] LOADING �ps�j SPACING 2-0-0 , CSI I DEFL in (loc) Udefl Ud �i PLATES GRIP TCLL 25.0 Plates Increase 1.15 I TC 0.54 Vert(LL) -0.28 12-14 >999 360 �, MT20 185/148 TCDL 8A Lumber Increase 1.15 ' BC 0.78 I Vert(TL) -0.51 12-�4 >849 240 ', BCLL OA ' Rep Stress Incr YES � WB 0.69 i Horz(TL) 0.15 10 n!a n/a ' BCDL 7.0 Code IRC2009/TPI2007 I (Matrix) � Weight:159 Ib FT=16°/ ---- ---------------------------------�—--- ---------------- LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins, BOT CHORD 2x4 HF No.2 except end verticals,and 2-0-0 oc purlins(3-5-7 max.):4-9. WEBS 2x4 HF Stud'Except' BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. 5-14.8-10:2x4 HF No2 WEBS 1 Row at midpt 5-14,8-10 JOINTS 1 Brece at Jt(s):9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.__ _ _ _ REACTIONS (Ib/size) 10=1501/D-2-8 (min.0-2-8),2=1499/0-5-8 (min.0-2-7) Max Horz 2=165(LC 4) Max Upiift 10=-256(LC 5),2=-214(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2692/346,3-4=-2264/330,4-16=-194�/321, 16-17=-1941/321,17-18=-1941/321, 5-18=-1941/321.5-19=-2234/346,6-19=-2234/346,6-20=-2234/346,7-2D=-2234/346, 7-21=-1703/282,21-22=-1703/282,22-23=-1703/282,8-23=-1703/282 BOT CHORD 2-15=-333/2313, 14-15=-333/2313,14-26=-321/2220, 13-26=-321/2220, 12-13=-321/2220, 12-27=-330/2091,27-28=-330/2091,11-28=-330/2091, 11-29=-251/1417,29-30=-251/1417,10-30=-251/1417 WEBS 3-14=-392/101,4-14=-29/582,5-14=-522l125,7-11=-659/136,8-11=-38/837, 8-10=-1872/307 NOTES (14) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-�5;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �n,hk- �I;'�- , will fit between the bottom chord and any other members,with BCDL=7.Opsf. �ti'.` �� f j_ 6)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)10. f ��'��-, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) a,� � 10=256,2=214. 1,' ;�� 8)This truss is designed in accordance with the 2009 International Residentiai Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design ot this truss. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. f. f �, �� '� �� 11)"NAILED"indicates 3-10d or 3-12d common wire toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. �� '�� l��`�,�.� ` �,; 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)44 Ib up at 14-0-12,9 Ib � , �• down and 75 Ib up at 16-0-12,16 Ib down and 68 Ib up at 18-0-12,17 Ib down and 103 Ib up at 20-0-12,C3 Ib up at 22-0-12, S��If °`�? tTti,1�,�' 44 Ib up at 24-0-12,44 Ib up at 26-0-12,44 Ib up at 28-0-12,44 Ib up at 30-0-12,44 Ib up at 32-0-12,and 44 Ib up at 34-0-12, and 44 Ib up at 36-1-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Continued on page 2 July 27,2012 iE&"�.'F�ImPY"r-Vcr�f��aslrtr,pat°�rme#�rs rcrcc�}CfAi?htCi7"B.�Ci1Td Tfi1S�NTJ IA��'L UL)iiP�3.TS;�,t;k".F,'FE72F'.Nf",��ds�IrY'i1 T47�F:�FC3RE�,�'.��'. I �� I Design valid for use oniy wifh MiTek connectors.Tnis tlesign is based only upon oarameters snown,and a for an indlvidual building componeni. , � Appiicabiliiy or design parameters and proper incorporation of component is responsibllitv o!builaing designer-not iruss designer.Bracing shown . i is for loter��support of individual web m=mb=rs only. Additional temporarv bracing to insure stability ounng constr�cfion is ihe responsibillity o`}he ; g�Ey�� erector. Addifionol permanent bracing of fhe overall s}ructure is ihe responsibility of ihe buildine designer.For aeneral guidance regarding �� 6�I � fabncation,quolity conirol,storaoe aeiivery er ction and brocing,consult ANSI/TPIt Ouahty Criteria,DSB-89 and BCSI Building Gomponent � 7777 vreenoack Lane,Suite 109 I Safe�y tnformafion ovotlable from Tr�ss Pla e Inshtut 78�N Lee Street Sude 31 Alexandna VP 22314 I Citrus HeigMs,CP.,95610 � ` i ;c:�„sli,'r:Fttie � ci SF�44 �nt..r<��. .3.i:.� ::i ..�.�r<�!a.,.�r��°:i se�E;r�r; e f� .'Wi:�7�,i`;L��r �� ,�a�^�;e�(��;��i6. __ � -- - -- - ------- --_ _ _ _ -- . --- _-- -- -- - !ub Tn,s= lruss Tyoe '?ry I�ry °arr Eve/Ta�om=Pecpies Bullderi3357 R3 R34904510 W12070G7 ti5 'Caiitomla Truss 1 1 Job Reierence ioptionai�___ Tne Truss Co.%i ri-County Truss, Sumner W.4;Eugene OR/Burlington WA 7.350 s Jul 18 2C12 IeiiTek Indusiries Inc Fri Jul 27 143422 2012 Page 2 ` ID:r9hNbJQBYdPmz�u?ums_ZrytqPl-F2na?1 euxEZFyLkmTqE1 iXFu442fKEPTkjg2DWytpBV �4)All dimensions given in feet-inch=s-sixt=enths(i=rIISS)format. LOAD CASE(S) Standard �!Regulac Lumber Increase=1.15,Plate Increase=1 15 Uniform Loads(pl� Vert:1-4=-66,4-9=-66,2-26=-14,�3-26=-54,13-27=-14,27-28=-54,28-29=-14,29-30=-54,10-30=-14 Concentrated Loads(Ib) Vert:6=103 9=0 8=0 16=-2(F)17=0 18=75 19=68 20=4 21=0 22=0 23=0 24=0 25=0 > LY.�F.A77dU-+fes;fy dr�zz7n g}ar°¢rrzeter�ca-ae}:�S?NC��.�UN T�'dS3at,7��IR"t"l.tll3�iii Mt7��`I�Fc�:�'�",�'IiRC'�f�"vr,k7'i1-747��f CIR��". �� i Desian volid for us oniy witn M7ek connecioa.Tns qesign is based oniy upon parameiers snowr�,and i_for an inaividual building component. � � I Appllcabiliry oi oesign parameters and oroper incorporation oi componenf is r=sponsibility of buildina desianer-not truss desianer.Bra:ina shown ' � is for latera!support of individual web members only. Additional iemao�ary bracing to insure slability durine construciion is the r=sponsibillity o!ihe �{ i erector. Additional permanent bracing o',fhe overali structure is ihe respansibiliry o"r ihe building oeslgner.�or general guidance reparding � ��1�� laoncaiion qualiiy ontrol,storage,delive� r ciion and bracing �ons.:L ANSI/TPI7 Qualdy CrNena DSB-89 and BCSI Building Componenf � � I — 7777 Greenback Lane.Suite 109 I Safety Information avanable from lruss Plate Insrii�ie 781 N.Lee Str et Su,te 3 2 AI xandna VA 22314 I � _ � , Citrus Heights.CA.95610 � IG�c«:he r�°inr i� a SF�;f.�rr��r e___��a r..€„�e� s€ar:��<,�..:�r�f1 4.�r r:,e;°4 e c�+�ra:u�t�� r�L�z r C ��s�se�r tr��S€f�. _ �o� iruss Truss Type 'Qty Piy Parr Eve,`TaC�mc°eopleS B�iIdeN335/ �;i3 R34904011 VVi2C70:7 A6 �California Truss '1 1 ' Job Reference(optional) The Truss Co./Tri-County Truss, Sumner WA/Eugene OR i Burlington WA 7.350 s Jul 18 2012 MiTek Industries Inc. rri Jul 27 14:3423 2012 Pag�1 ` ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-jrKyDNfXiYh6NJy1YIGFIoycU?e3hbczN?blyytp8U -1-G-0 6-10-9 13-3-12 13�5,7 2F5-1 28-5-2 36-3-0 � _—____'—_ "___""'___'-— _._ ------- 'LD-0 6-iG-P 6-5-3 G-at1 6-11-1G 7-&2 � 7-9-14 ' Scalo=1�.62.6 5x& ' �x=— 1_Sxe ' qx6— 3x4 I� 4� 7 A � / X'� i �/ ��\ �- ��. �i eac iii j� ��\\ , / �, \\\ �I � I 3x3'i� , '\ \ I� j�/ \\� jm t � � \ � � � \\ li /� \\ I I<o i � �\ �\ � // \\ i II / � � � y� �� -i \� , � ` � ,�� i � �� , i � A i � , � �� , z � � — — _ �I � ��" '-�- � � �� ——-�- -- = — - �_ � o C�� 14 13 15 f2 16 �� 17 � 4x6% 5 ;.SxG ��I 3x4= 3xE 3x8= 1.5x4 ��I 4x<_ �. 6-10-9 13-3-12 � 20.5-1 28-5-2 F 36-3-0 �_—__--_ --_._-------__—.__._'___--__.__.________--_ —__-----_—___ ___: 6-10-9 6-5-3 � 7-55 7-E-2 7-5-14 Plat>Offsets(X.Y). [2:0-4=0:0-1-12],i9:0-1-12 D-2-0].[11:0-2-OA-1-8] -—_ -------------- LOADING �psf� SPACING 2-0-0 CSI DEFL in (loc) i/defl Ud I PLATES GRIP TCLL 25.G Plates Increase 1.15 TC 1.00 ' Vert(LL; -G25 11-13 >999 360 ', MT20 185/148 TCDL 8A ' Lumber Increase 1.15 BC 0.73 ', Vert(TL) -0 44 11-13 >977 240 ' BCLL O.D * Rep Stress Incr YES WB 0.69 Ho2(TL) 0.13 9 n/a n!a I BCDL 7A ' Code IRC2009/TPI2007 , (Matrix) Weight: 167 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly appiied, except end verticals, BOT CHORD 2x4 HF No.2`Except" and 2-0-0 oc purlins(2-2-0 max.):4-8. 9-12:2x4 DF 2400F 2.OE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. �NEBS 2x4 HF Stud'Except' WEBS 1 Row at midpt 7-9 4-11:2x4 HF No.2,7-11,7-9:2x4 HF 1650F 1.5E JOWTS 1 Brace at Jt(s):8 MiTek recommends that Stabilizers and required cross I bracing be installed during truss erection,in accordance with ', Stabilizer Installation guide. REACTIONS (Ib/size) 9=1690/0-2-8 (min.D-1-11),2=1648/0-5-8 (min.0-2-11) Max Horz 2=193(LC 4) Max Uplift 9=-162(LC 4),2=-140(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2982/187,3-4=-2440/205,4-5=-2242/237,5-6=-2242/237,6-7=-2242/237 BOT CHORD 2-14=-240/2563,13-14=-240/2563,13-15=-222/2091, 12-15=-222/2091, 11-12=-222/2091,11-16=-189/1644,10-16=-189/1644,10-17=-189/1644, 9-17=-189/1644 WEBS 3-13=-515/136,4-13=-7/45Q,4-11=-101/399,6-11=-5�6/142,7-11=-78/792, 7-10=0(338,7-9=-2149/197 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Gat. II;Exp B;endosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed,end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 6)Provide mechanical con�ection(by others)of truss to bearing plate at joint(s)9. �*�E� ' T�,�,` � 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) �`." �.- - t;,: �} �,j- 9=162,2=140. ,/ � �r 8)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and ;� ,%�`\ referenced standard ANSI/TPI 1. �,,` ,��F^ � � 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1 D)Design assumes 4x2(flat orientation)puriins at oc spacing indicated,fastened to truss TC w/2-10d nails. 1 11)All dimensions given in feet-inches-sixteenths(FFIISS)format. • ` 1 LOAD CASE(S) Standard Ni'�,��'r`j � �1\� `f�'` �� I�,�`t,�; �: .S�'lr�a\'.k L t`"�, July 27,2012 ' W�Ft1�hfC: Uer�r�ifj s��iyn�raf-crme#ers cuz�.F:'&6.�R€�"t7E.�+C't�7iiTS.dN�#Ne'LUI)�`.'a�f7�^"�i°�FEFtf.°1f#C�°Y&+aEh�l-l+.�'7��FC1R�ti,�^.E. � r � Desi�n valid for use oniy with Miiek connectors.Tnis design�¢based only upon parametea shown,and is for an individual builaing component ', Aopiicability of desigr parameters and proper incorporation of component is responsibility of building designer-not truss d=signer.6racing shown �, i:tor latera!suopor of individual web memoers only. Aaditlonal temporary bracinQ to insure stability dunng construction is}he responsibillity o`fhe I g�X��Ee�� erecior. Aadi}ional permanent bracing of ihe ove�all structure is the responsibility of}he buildina designer.'ror general guidance reaarding �, 1i?I 14 (aoncation,quality confroi,storage,deiivery,erection and bracing,consuB ANSI/TPI7 Qualify Crkeria,D5B-89 and BCSI Building Component �� 7777 Greenoacic Lane,Suite 109 I Safefy Informafion availoble from Truss?lote Insfituie 781 N.Lee Sireet,Suite 312 Alexandna V!,22314 I� �;i�tr.h�rr?kne . u°S�;�i.��er ts a,�e.,,i�e.1,:� �e�enr�F�n;��e�r�Eh��e et,�..i f.�J±;�is�L,a r�L:4i ura�r.7��.E r�=<9FtE, citr�s He�gr,is,ca s5eio --� ,ob Truss Truss Type �:ty piy Parr E,�eracoma Peoples B.�ua..r;��57 R3 R349v46'.2 \N12070Gi A7 !Califomia Truss 1 1 Job Reference(optional; Tne Truss Cc1 Tri-County Truss Sumner WA/Eugene OR/Burlinoton WA 7.350 s Jul 18 2012 MiTek Industries,Inc. Fri Jul 27 143424 2012 Page 1 � ID:r9hNbJQBVdPmzEu?ums_ZzytqPl-BRuKQjg9TrpzBfuBbFGVnyL97ukroFFmC199H?ytpPT -?-0-0 7-e-6 tt_11� ____ 1`--10-15 2G-'-�t _. 2�1-6_12________'.289-10 _ 36�3-0 � _._'_ � --_ '._ _ _—'_'__.'___... i-�-0� 7-6-6 7-2-15 G-11-11 4-&-2 0�'.1-1 i 7-2-15 i-5-6 Scale=1 61.E Sx8' Sx'e 4 �'sl + ��16 �i '�'� �\0\ � , � , , , ,, �� , �, i �� 6.00112 /'� � 'i ��I �, 3x4% / � . �\\ � 3x0� 'i /3 \ T \\•.��xJ �^ Im �,� �\ �,\ , �/�, \\ i I .�/ I \\�� \�� . �// \\ ., I I . / I � Il � � i � ' � � l � i � . i , I �, � , �� ` �� i � �� I � �/ / �, , �� , � � . , . i ' \ \ \I ` i! I \� /� ' ' 9 ' a I^ i r v� ..�� -- @I__ �—_--" — 6. \ a � —_— _— ��, o �3x&= 14 13 �� 2 11 10 4xF� 1.Sx4 I� 3x4= 3x6- 3x8= 1.Sx4 II 7-8-6 14-11-4 21-C 12 2&9-10 363-0 7-8-fi 7-2-15 ---� 6-7-7 � 7-2-15 � 7-5-E � Plate Offsets(X Y): [2:0-8-G.0-0-s1,f6;0-2-12,0-2-8].[9:Edge.0-1-1�_____ LOADING (ps� SPACING 2-0-0 li CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 25.G Plates Increase 1.15 i TC 0 86 , Vert(LL) -027 11-13 >999 360 MT20 185/148 TCDL 8A Lumber fncrease 1.15 I BC 0.80 I Vert(TL) -0.47 11-13 >919 240 BCLL 0.0 ' Rep Stress Incr YES i WB 022 ' Horz(TL) 0.17 9 n/a Na ' BCDL 7.0 Code IRC2009/TPI2007 (Matrix) � Weight.148 Ib FT=16°/ ----------- �----- LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins(3-9-10 max.):4-6. WEBS 2x4 HF No.2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-14.8-10:2x4 HF Stud WEBS 1 Row at midpt 3-13.4-11,8-11 WEDGE ' MiTek recommends that Stabilizers and required cross !i Right:2x4 SYP No.3 ', bracing be installed during truss erection,in accordance with ' '_Stabilizerinstallationguide______________________________ REACTIONS (Ib,�size) 9=1505/0-2-8 (min.0-2-8),2=�600/0-5-8 (min.0-2-10) Max Horz 2=83(LC 4) Max Uplift 9=-129(LC 6),2=-166(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2853/240,3-4=-2208/211,4-15=-�841/236, 15-16=-1841/236,6-16=-1841/236, 6-8=-2175/212,8-9=-2812/244 BOT CHORD 2-14=-207/2441,13-14=-207/2441, 13-17=-75/�869,12-17=-75/1869,11-12=-75/1869, 10-11=-151;2399,9-10=-151/2399 WEBS 3-14=0/273,3-13=-643/149,4-13=-12/503,4-11=-285;200.6-11=-3/450, 8-11=-632/153.8-10=0/272 NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-�5;85mph;TCDL=4.8psf; BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end verticai left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)9. ) � Y ) 9P P 9 P 1 � ) P G- ) �� /" 7 Provide mechanical connection b others of truss to bearin late ca able of withstandin 100 Ib u lift at oint s exce t t-Ib ��; ' �t G� 9=129,2=166. �''. � �.. 8)This truss is designed in accordance with the 2009�nternational Residential Code sections R502.11.1 and R802.102 and �� r, referenced standard ANSI/TPI 1. � �;� 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,, � .1 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w!2-10d nails. — � 11)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard r.� 5�� '� !;'.-J��/t'/ , �\'� �'�: �� f:T�(1�.�- ,�--- '�.S 1C1:�.�1 l;w``a, July 27,2012 % 4�.d�:2�'NG-Verifr��dr:ac�n�.gs-cura�t�rs:ua� "��' €}NE��"E..0 C➢.�d THIS&tV�.?IN�Lt7I?,�Yv��; "�ElT�'�2E�C"E P.AC�fi:1!�fI-T tT2 I:F�'tJl?,�;�,FS�. ', ��• I ' D=sigr.valid ior use only witF��MTek conneciors.This design is based only upon oarameters shown,and is for an individual building comoonent. �� ! Appllcabil�.ty o!design parameters and proper incorporation of comaonent is responsibility of building designer-not truss designer.Bracing snown �� is�or laiera!supoort of individual web m=mbers only. Additlonal temoorary brxing to insu�e stability dunng constructlon is the resoonsibillity of the �� q�/�^� f� �i eredor. Additional permaneN bracing oi the overall svucture is the responsioility o!ihe buildina d=signer.For aeneral guiaance reaarding �� iKOE O�EI� fabricatior quality conirol,storaae,delivery erection and bracing onsult ANSI/TP11 Quahty CrBena DSB•89 and BCSI Building Component � '� 7777 Greenback Lane.Suire 109 ' Sdfety Information av�ilable rrorr Truss Plate Institute 781 N Lee Srree Suite 312 Aiexanana VA 22314 � Citrus Heights,CA,95610 --� � I �c�-,�.�i,'�:?i�,�i 5U a�S�ut �rn�ar i�.r� �€i.,_!,t€�i°�es€c�r=;,,.e��r�€t a„e°ec>�.f a,:;"_'f .a;AL:'+•�r p.ar_%s,.�!, SF;E. - - ____ __ - - -- --- _ _ _---------_ . -- --- _- - ---- _ _ _ . Jsb �T�us= TrussTyae �Qry �Ply � Parr Eve/To�oma Peoples Bwlded�3�7 P.3 R349045,3 W12i;70G7 A8 �CalifomiaTruss '1 1 ' ____ _ _ ' Job Reference�optional)__ The Truss CeJ Tri-CounTy Truss, Sumner WF,1 Euoene OF.!Buriington WA 7.350 s Jul 18 2012 MiTek fndustries,Inc. `rri Jul 27 14.3425 2C12 °aqe 1 ' ID:r9hNbJQBYdPmzEu?ums_ZzytqPl-fdSje3hnE9xqppTL8zokKAtN2I3hXZavQhuiprytpBS �e-�-� _ s_ri-r �,-a-:, --- ----'—c^ - �i-1a1i te-c-sz ---- -- ---- sae-e _ so-s-c ---- .— 5-t1-12 S5-� _o:, dt i-11 0-11-11 o-6-5 i-5-< SB-'�2 6x5'� C�Z Scale=1.65.4 F g Sx8� ' __ 5 /, 1��.18 ��.. � s.00i^,z �� , � , , - ��. � , �, ,� , ...� � �/ ' li 3x4�,.. /�! \�\\ 3x4=:. �' G��t / I I 8 9x6� � �,\ I I / `��\ ,�S 4 / � Iv 5.Sx4�� 3 /T\j� \\ �/ , /j \ 1.Sx4; I2" � �'�. 2 �� i 10 I ., /�' \ I�I / � / � I , � � , , , � �� ,�. � � , „ � � ; , , , �� .� �� '� ��„ � � � � , � , � , � � -/ � � . � , � 'i �: � %�" � „ , . , �i ,� „ ,, , � �� , \��, � �I�; re,� ,/ � a ,�=� ' �� _ ��_ - _ =� =----------- - -��-------- � 3x5= tE� 19 2C 15 14� 21 22 �12 4x6� 3x4-. 3xE ----------------- -- -- _ _ _ _ _ _ __ ,ob 'Truss Truss�ypa �ty Piy PBrr Ed2�aCO�r�a Pe�pies Suilder/335r R3 � � R349G4E'iA � W12070G7 I A9 i Common Truss 5 1 ' _ __ _ Joo Reference_�optional The 7russ GoJ Tr�-County Truss. Sumner WA/Eugene OR/Burfingron WA 7.350 s Jul 18 2012 MiTek Industries;Ina Fri Jul 27 14 34 26 2012 Paoe 1 � IDr9hNbJQBYdPmzEc?ums_ZzytqPl-7q05rPhP?T3hQz2XigJzW QWEi07G8q3fl eGMHytpBR 6-5-5 � 12-4-3 18�3-0 _ 2a-1-U 3D-0-i'�. _________ 36_3 0 J�, _________ .—� .. __._._—__ _ ——_____._— _ 6-5�5 5-10-13 5��1G-13 5-10-13 5-10-13 0-2-5 �x�-- Scale.3/16"=1' f'r _ /- � 6 OO I12 i \� / � � \ � i j/ �\ � 3x4�i /� ..�\\ 3x4� �/ \ � j/�.� ��\ ' 3x6% �/ � \\\� .:// � �� ' / // �\ �� \ 3xE,� tSxtO ��' � �A �. // '\ .. � tsx< !- �� .��'" i/ �� // �`� �� E � ��, /% � �% ��, , , � � , � � ��. , � ,� � � .� �-= \ ,/ �� i/ � � � _� � �,� � � �� / � ;� �� :� �, � s �� "_ ---�' - ��/ �, -� --� ;o 3x5= 13 tt 15 �Z 11 16 1� iC 3xd— 4xE- �xo— 3x[�- �x�— 5-4-12 18-3-0 27-1� 363-0 � 9-4-12 B-10-4 E-10-0 5-1-72 --___ _____ --_---._____._.-_________—______—__--__ Plate Offsets(X.Y). [1:0-9-0.0-0-1 0].�9:0-0-0.0-1-6; LOADING (ps� �� SPACING 2-0-0 CSI DEPL in Qoc) Udefl L/d PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 � TC 072 ' Vert(LL) -0.37 12-13 >999 360 tviT20 185/�48 TCDL 8A Lumber Increase 1.15 �� BC 0.87 I Vert(TL) -0.61 10-12 >706 240 BCLL 0.0 ' Rep Stress Incr YES II WB 0.28 Horz(TL) 0.18 9 nia n/a BCDL 7A Code IRC20Q9/TPI2007 � (Matrix) , , Weight: 1451b FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directty applied or 2-2-5 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud*Except' WEBS 1 Row at midpt 6-12.4-12 5-12,6-12,4-12:2x4 HF No2 I MiTek recommends that Stabifizers and required cross bracing be installed during truss erection,in accordance with ' Stabilizer Installation quide ______,' REACTIONS (Ib/size) 1=1571/Mechanical,9=1573/Mechanical Max Horz 1=-80(LC 3) Max Uplift 1=-125(LC 5).9=-124(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3D50/256,2-3=-2752/218,3-4=-2593/241,4-5=-1924/205,5-6=-1924/206, 6-7=-2544/237.7-8=-2704l214,8-9=-2980/249 BOT CHORD 1-13=-249/2642,13-14=-139/2143,14-15=-139/2143,12-15=-139/2143; 11-12=-71/2123,11-16=-71/2123,16-17=-71/2123, 10-17=-7V2123,9-10=-164/2558 WEBS 5-12=-96/1277,6-12=-722/164,6-10=-26/513,8-10=-330/134,4-12=-747/166, 4-13=-29/557,2-13=-381/141 NOTES (9) 1)Unbalanced roof live laads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed,MWFRS(low-r.se)gable end zone; cantilever left and right expos=d;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4j`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=125,9=124. `�5 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and �� ' =�4` j referenced standard ANSI/TPI 1. ��" �� j- �' �� f 8)"Semi-rigid pitchbreaks with fxed heels"Member end fixity model was used in the analysis and design of this truss. .�. 1r, 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. t `^ � ,�;��- �"%� LOAD CASE(S) Standard r '�� -,. r ,� , �9 ,,/.� F''��,, �`t;1�j l.R'`.� l;° '�,S`1f�t+ti`^it.1:'`G July 27,2012 �' Et?�1-'.I1f�U-Uerv�e�'�ic�n g=�ar-cam�cs mau'7cF.�Z1 NCy7�C}N T"i#1SnA?L71N�LdJz9�ii lY9�S�s`f�'Fa£2��tcTf.'��9�t�:�1 74T8 P�f'C)ic"�'€.FS�. �•• Design valid for use only wiih Miiek connectors.Tnis design is based onty upon parameten showr�„ana is for an individual building component. ; Applicabiiiry of design poram=}ers and proper incorporation o�component is responsibilhy of building designer-not truss designer.Bracing snown '� is fo-io}era,support of individual weo memoers only. Additional temporary bracing to insure stability during construciion is ih>responsibillity of the � �q,p�g erector. Additional oermanent bracing o!ihe overali sfructore Is fne�esponsibility ot tne building designer.For general guidance regardinc . iY10!�� fabricaiion,quality cordro!,siorage,deiivery,erection and orocing,consul! ANSI/TPIt Quality Criteria,D56-89 and BC51 Building Component � 7777 Greenback Lane.Suite 109 Safety Information available from Truss Piate InsTiiute,781 N Lee STreet Suite 3 Al=xandna VA 22314 I Citrus Heighis.CA,95610 ` i:;,o:�>!�e t �rt7. .'o S�i zna-�:�r:�kMe�o-Eiev;,t�e�e,;�r-��E�,.�:arr th se��`e�F r{e�.E;�EE 2:+;�,L:s�: , f5 �;,;s�?+ks:: SFi�;, ' ---,I __ _ _ _--- ___ _--- _ - ----___- ----__--- ---- --- - - - -- --_ _ ___ . �ot iruss Truss Type G�ty Ply Parr E��e�acoma Peoples Builder/335 i R3 ', R34904515 �'VV'i2G70�7 A10 !Common Truss �1 1 ' ___ Job Reference(optional) __ Tne Truss CcJ Tri-County Truss. Sumner WA/Eugene OR/Burfington WH 7.350 s Jul 18 2012 MiTek Industries.Inc. "rri Jul 27 14:34:10 2C12 Paae". ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqP4-b122UxVNmY2yWVqSmJODG?lo?FxeWvzi_rmPoDytp8h -�-O-G 6-5-5 12-4-3 18�3-C 24-1',3 __�_.______.30_�11_,___ 36-6-0 '�-G-G�� 6-5-5 5-10-13 S-iG-'.3 �-_-�-��--f-�---�-��5-10-13 S-iG-13 —L---��-�_655 Sx5= Scale=1 fi�2 E ,_— j"�,�' .\.... 6 0�i 12 ...�� / 3x4% / � ' ��\ 3za� - � 3x6�, s'��\\� � ��\�\ I / / 3x6 \ � � m isxa O a/� �\.�A �/.�� ...�� 'i�sxa o .'. .'�� ' .\� S'=, � �� /j � ��A l� / � �V �� ; i � . , �, � / \ �� ' . � � ;, � ,. � . .�, � � �� :; ,�, -- ,o , ,'. `/ �✓,� �� '¢.� -�----- --- — --- --- --...--�-'--------- �,..,�... ..� ..----- = -- ---- ---- - --� � azo � �a is ts �3 iz n 1a n � 3x4= 3x6= 3x4= Qx6� 4x8— 9-4-i? 1 S-3-D 27-1 A 36-6-0 � 9-4-12 ' 8-10� � 8-10� 9-4-12 P�ate Offsets X Y). [2 0-4-0,0-1-1�,_L-4-0.0-1-12] --— ----------------- I - — LOADWG (ps� SPACING 2-0-0 , CSI ' DEFL in Qoc) Udefl L/d PLATES GRIP TCLL 25.G Plates Increase 1.15 i T� 0.67 Vert(LL) -0.37 13-14 >999 360 �� MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -C.61 13-14 >704 240 i BCLL 0.0 ' Rep Stress Incr YES II WB 0.27 Horz(TL) 0.17 10 n!a n/a ! BCDL 7.0 Code IRC2009/TPI2007 I� (Matrix) � Weight� 147 Ib FT=16°/ - -- - LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud'Except" WEBS 1 Row at midpt 7-13,5-13 o-i 3.7-13,5-13 2x4 HF No.2 MiTek recommends that Stabilizers and required cross brecing be installed during truss erection,in accordance with , Stabilizer Installation uide_ ------------------- REACTIONS (Ib/size) 2=1651/0-5-8 (min.0-2-11),10=1567/0-5-8 (min.0-2-9) Max Horz 2=95(LC 5) Max Uplift 2=-161(LC 5), 10=-124(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2982/244,3-4=-2701l209,4-5=-2541l232,5-6=-1913/205,6-7=-1913/203, 7-8=-2549l238.8-9=-2709/214,9-10=-2993/251 BOT CHORD 2-14=-236/2565,14-15=-134/2117,15-16=-134/2117, 13-16=-134/2117, 12-13=-69/2120,12-17=-69/2120,17-18=-69/2120,11-18=-69/2120,1D-11=-166/2577 WEBS 6-13=-95/1268,7-13=-730/165,7-11=-27/527,9-11=-347/137.5-13=-726/163, 5-14=-22/518,3-14=-341/133 NOTES (8) 1)Unbafanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=161,10=124. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and - referenced standard ANSI/TPI 1. ��*�� rl�'�' � 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,��. - �;: j j� 8)All dimensions given in feet-inches-sixteenths(FFIISS)format �� e ��r y, fr 1� \ LOAD CASE(S) Standard „' ,��(' _'l Y ,. � � �!'.'.�,� �rl��15 j t��~�� S,$�l�J?e',�1_t:�"t� July 27,2012 � 6�d7?;l.�lldf'r 1�'c-s�z;ji,=drszvngyazrcrms#ersma��NUTE.SC3NTH3Sdti�IilrY�LU`Z?'�,T��YiTEI+'k"�r^�'."P�'?_".eP�daEL��'1-7�"latZ3EF'C)R�i}S�. ! � �' Design valid ror use onry with MRek connedoa.This aesign is based only upon paramefers snown,and is for an inaividual builaing component. '�� j Applicabiiity of aesign parometers and arop=r incorporation.of component is responsibility of buildina designer-not iruss designer.Bracinc shown �I �,, is for la1>ral suopori of individual web members only. Additionol temporary bracing io insure stobility during construcfion is the responsibillity oi ihe I ��k'� erector. Additional permonenf bracing of ihe overall siructure is ihe responsibility oi tne building designer.For aenerol auidance regarding . !6 � fobncafion,quality con}rol,storoge,delivery erection and brocing consult ANSI/fPll Qualdy Crifena DSB-89 and BCSI Building Component i777 Greenback Lane;Surte 109 � Saiefy Information avoilable from Truss Plate Instiiute 787� Lee Sire t Sude 312 Alexanana VA 2314 '� Citrus Heights.Ch-95610 � iL I"�c,s��ti� r;-°i«e 15s�=Sr�;i �n� er��-, �s i�>!,t� �es�ttr;=<r' ,��r�.r �e e;;eN�ve i'+�t.t:"t,_?�,ff L 5��, ��at,;ce�i�: S�E�, ---------- _____ . _ _ _._ _ _ ___ --- -- _ __. __- --- y ------- ---- ----- --- --- . ____ - �ob �Truss Truss -pe �G!y PI Parr Eve�Tacoma Peoples Builder/33o7 R3 R34904616 W12070G7 R11 Califomia Truss 1 1 __ ____�_____________ _ __ Job Reference o tional ------ ------- - _ �L�---------------- The Truss CcJ Tri-�ounty Truss, Sumner WA�Eugene OR!Burlington WP, 7.350 s Jul 18 2012 MiTek Industries,Inc. rri Jul 27 14:34:11 2012 Page 1 ID:r9hNbJQBYdPmzEu?ums_ZzytqPl-4xc�iGVV?XsAp7f0eKt YSmDI?PfIkFEErCWzKfytp8g ��se -1-0-G� E+-0-� 1'IS-t5 t7-C-i2 'Ifi-G-'. it&5-0� 2o-C' 30-5-'�2 3Ea-(1 �—"__---'-- .--__--' __—'—"_'_""__..__...'"_'._'__""_.__(__......._'_— '1-0.G rG1 55-12 5-St3 C-'�t-'I: „�1--�' �6-1� 5�5-12 � 5-1D-�2 5x� _ 0.5-2 Scale=1.6E 4 9 5xF� ' 6 �". ��::2G � - 'o.00! ..r� _�.., ' � � � I � � �� /� II � \ '. �. 3x4�i �� \\ 3x4� 1G �0 3x6 /�/�� l; I'I "�\ . / /� \ . I /� �\ \� 3xfi� � 15 4�- 4 �% // � � � ,/ / �\�\ \11 15x4 % � F �,. � /3/�, /� \\\\ ' � �/� \\ \ . �� / � ,/ � ', %' � i/ �\ ;� , i . �/ �\\\ �II, I / \ 13 i � � � / � . �. �.. I/�� i_/ / � '�. i � Y � � � � _ 1� __"__"—._____. ..� ,-�„-- _——_—�.� '- ��. 4 ,t-�-�- _- E — - - � � � 18 21 2� - 1, t5 ,,,, 24 14 �� a 3xE- 3x4= �/ 4x6— 3xt— 3z4- 4x6- 3xE_ 8-9-2 17-C-,2 19-5� 27-8-14 36-4-8 � 8-9-2 � &-3-11 2-4-7 &-3-11�— ' 871G ��--�-� __--_— —-- ___.._—_— Plate Offsets(X,Y): [2:0-8-0.0-0-6],[6:0-2-4.0-2-8).[13:0-D-4,0-0-8] ------ --- --- - - — ----- ------- LOADING (ps� SPACING 2_p_p � CSI , DEFL in (loc) Udefl L/d II PLATES GRIP T�LL �5.0 Plates Increase 1.15 TC 0.56 ��, Vert(LL) -0.33 14-15 >999 360 I fUT20 185/148 TCDL 8.0 ' Lumber Increase 1.15 ' BC G 80 Vert(TL) -0.59 14-15 >735 240 �I BCLL 0.0 ` ' Rep Stress Incr YES WB 0.78 Horz;TL) 0 17 13 n/a n!a I BCDL 7.0 ' Code IRC2009/TPI2007 (Matrix) I ', Weight: 164 Ib FT=16% � LUMBER BRAC�NG TOP CHORD 2x4 HF No2 ?OP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins. BOT CHORD 2x4 HF No2 except WEBS 2x4 HF No.2`ExcepY 2-0-0 oc purlins(4-D-11 max.):6-8. 3-18,5-18,10-14,12-14:2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-17 MiTek recommends that Stabilizers and required cross ', bracing be installed during truss erection,in accordance with I Stabilizer Installation guide._____ REACTIONS (Ib/size) 2=1636/0-5-8 (min.0-2-�1),13=1552/0-4-0 (min.0-2-9) Max Horz 2=92(LC 4) Max Upiift 2=-174(LC 5), 13=-137(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2965/271,3-4=-2707/239,4-5=-2559/260,5-6=-1988/228,6-19=-1702/244, 19-20=-1702/244,8-20=-1702/244,8-10=-1985/229,10-11=-2555/265, 11-12=-2704/244,12-13=-2957/276 BOT CHORD 2-18=-254/2552,18-21=-164/2150,21-22=-164/2150,17-22=-164/2150, 16-17=-51/1699,15-16=-51/1699,15-23=-98/2148,23-24=-98/2148,14-24=-98/2148, 13-14=-192/2542 WEBS 3-1 8=-3 0611 22,5-18=-15/476,5-17=-639/143,6-17=-52/550,8-17=-259/280, 8-15=-60/561,10-15=-639/145,10-14=-20/476,12-14=-298/124 NOTES (10) 1)Unba�anced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;endosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '�.ttl' T('1' will fit between the bottom chord and any other members,with BCDL=7.Opsf. ,�"='�y�� _�;�� '�� 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) i� 2=174,13=137. 1� it 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and RS02.10.2 and .; � ��`�" �1 referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. �` �� LOAD CASE(S) Standard �F"�'t'�,..��f{'f S�� ~ � S,�`l�'�'�':�L_4"`�'�� July 27,2012 � 4f'61-'l1ti�-L'e-rr�r,i a'�zx�n}aue-csrraet�s catxn?�'�E,'9C}le#�?S��Ctld i a#:dS�N�IIdL'L HTaA�As7�'s�K.F7k=`��t�Xf"��'9daE�7'iS-7."+?:�8Ef'Ci£2E dT�'. ! �� Desig�valid ror use only with Miiek connedors.Tnis design is based only upon parametea snown,and is for an individual building comoonent II I Aoplicobility of desian parameiers and proper incorporction of comooner.t is responsibility of building desione�-not}russ designer.Bracing snown is for laieral svpporf of individual web members only. Addifional temporary bracing io insure stabiliiy during construciion ls ihe responsibilli}y of ine �I �� erecior. Additional p=rmanenl bracing of tne overall siructure is}he responsibility of ihe builaing designec For general guidance r=aarding '� I fa5ncafior,quality coMrol,sioraoe.delivery recfion and brocing consult ANSI/TPIi Qoahty Crrfena,�SB-89 and BCSI Building Componen} ��. 7777 Greenback Lane.Suiie 1Q9 Safefy Information ovailable from Truss Plate Instit�te,781 N L Str e auiie 312 Awxonana VA 22314 Citrus Hei hts.CA.9561 D �� I�sv;::#�e� �r�e?� az�S�;�J.ans;;�rae��.sa�i�a,�i�ran_s€ur.=_4�E,��..,�r�:h�,e�t-:e�e�= e�€..::fv�i s i�L�=wz,� �rrt��s�ats;�SP�°�, �� 9 � ------- —_ _---- --- — _ — — — __ -- —-__-- -- ------ — --- --- ———— —— _— �ob ?n,ss �Truss TypA �ty Piy Parr EveTacoma Peopies B�lde;?357 R3 ' R34904017 VV12070G- Al2 !California Truss 1 1 ' � _ I Job Reference(optional The Truss CcJ Tr-County Truss, Sumner WA!Eugene OR/Burlington\NA 7.350 s Jul 18 2012 MiTek Industries.Inc. Fri,iu!27 14:34:12 2012 �aqe 1 � ID:r9nNbJQBYdPmzEu?ums_ZzytqPl-Y7AovcXd191glpzruk3hl�r502dn_q9?R9FWs5ytp8f -?.-0-0, - _ 7 20.5-9 2L5-G 28-8-74 361-B r-9-2 7�-0.12 18_0. __ _ ____. '1-D-0' 7-S-2 � 7-i11 G-11-1�1-- �4 5-2— 0-11 1� —7-3-11 � 7-7-10 � Soa�e=t�.sz t 5xE "' 5 � Sxo � �. 4 � 15 .��6..16 � ,�\ I ��, �� " �, � � �� so��,z �� g 4; � �� ,<, � cl� 3 8 lo , i��\ �� \� II /i�'��-� , � l � I � .\ � � � �'. \� �j I �� \� �\� // � I �� i �� j \ i . � . I / � , . '. � / I i � ; '�. /j' '�, / . i I � I � I i � = I � \ �'. ` ...... 2 /% I �I '�� \ I✓� � �.�/ _—'_'-- __'_ ��- G �_ — -- o � iv. c y ,. ...3x6= 14 1? 1i 12 �1 10 4xE� !.Sxd I :sx4— 3xE Sxfi= 1.Sx4 I 7-9-2 15-G12 21-Sd 28-8-14 36-4-e �. ___..__._ —.�_ —__.___-- 7-9-2 ;-3-it 6-4-7 ' 7-3-11 � 7-Z1G Plate Offsets(X.Y): [2:0-8-0.0-0-6].L:0-2-12.0-2-8] [9 0-G-4 0-0-8] LOADING (os� SPACING 2_p_p II CSI I DEFL in (loc) I/defl Lid � PLATES GRIP TCLL 25.0 Plates increase 1.15 I TC 0.89 � Vert(LL) -027 11-13 >999 360 ' NT20 185/i48 TCDL 8 0 Lumber Increase 1.15 I BC 0.81 �! Vert(TL) -0.46 11-13 >944 240 I B(',LL OA * Rep Stress Incr YES !� WB 023 � Horz(TL) 0.17 9 nia n/a BCDL 7.0 Code IRC2009/TPI2007 , (Matrix) �, Weight: 148 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied.except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins(3-10-14 max.):4-6. W�BS 2x4 HF No2'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-14,8-10:2x4 HF Stud WEBS 1 Row at midpt 3-13,4-11,8-�1 ', MiTek recommends that Stabilizers and required cross I ', bracing be installed during truss erection,m accordance with I Stabilizer Installation guide ' REACTIONS Qb,�size) 9=1505/0-4-D (min.0-2-8):2=1600/0-5-8 (min 0-2-10) ----- —_ ___ Max Horz 2=84(LC 4) Max Uplift 9=-130(LC 6),2=-166(LC 5) FORCES (Ib)-Max Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-2852/241,3-4=-2198/212.4-15=-1834/237,15-16=-1834/237,6-16=-1834/237, 6-8=-2170/213,8-9=-2826/247 BOT CHORD 2-14=-208l2440.13-14=-208/2440,13-17=-75/1858,12-17=-75/1858,11-12=-75/1858, 10-11=-153l24'15,9-10=-153/2415 WEBS 3-14=0/277.3-13=-654/150,4-13=-14/502,4-11=-281/205,6-11=-5/455, 8-11=-656/155,8-10=0/277 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-05;S5mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by Z-0-0 wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 9=130,2=166. h�,��` <� � 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and "`�� Jj referenced standard ANSI/TPI 1. �' '�'�� ?'� � 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. f+"�� f;��°�`,� 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �` � f� C� /� x �y� .,�-�,�.� �'"T/.• `C.1CCS�t��' �:`4. .,.S,�y'tf'A?t:.^�t.��"a? July 27,2012 � �4i�".�ING ?Jcrzfy d�iqn�.a�a,�,.ar»neters raraa'3c�Zt RC�C'tT'ES CiN E"'rilS�fd�J IRFC8.J37�L)l6�Y>'FLKS"'F<f2r'.:�(:.e P�G�:1rg�"1-T4�;,�;fift}r�€,'�'. �� I Design volid ior use only with MiTek conneciors.Tnis desigr�is based only upon parameters shown,and Is for an indiwdual building component. : IAppllcability of design parameters dnd oroper incorporoiion of component is responsibility of building designer-not truss designer.Brocing snown �I Is for lateral suppori of Indfvldual web members only. Addflonal temporory braeing to Insure stabili}y dunng consirucfion Is ihe responsibillity o`}he $`��• erecior. Additional permanent bracing o!the overall structure is ihe responsibility o`the building designer.For general guidance reqarding I ��f0 i II tobncation,qualiiy control,storage,delivery erection and bracing consul? ANSI/TPIi Qua6ty Criterie,DSB-89 aod BCSI Building Componenf '� 7777 Greenback Lane.Suite 105 i Safety Informarion availqble from Truss Plate Inshtute,787 N Lee Stre t Sulie 31 Ai xandna VA 223i4 '�, Citrus Heights.CA.95'010 I �� f'�a>€�h�e�3��irae t5 cw S��,i��sin„�r�s a,�e��.i_;�.� ses�r..��a.�,€��r��.t��se€�.aet�ue t�t.F;�€*9�J,�L:�� t�ns,��Ys< S�f�. � --- -� - - -- ----- — _Y y------- --------- -__- Y --- -� a ..—----- ---- - -_ Job Truss Truss i p= Otv Pi Parr t�e/T`com2 P�oples B�ilder/�35� =c3 P.34904618 1N12u70Gv' A13 Californ`,a Truss 1 ' 1 _ ._ ___ _ Job Reference(optional) The Truss Co./Tri-County Truss, Sumner WA!Eugene OR,'Burlington WA 7.350 s Jul 18 2D12 MiTek Industries,Inc. Fri Jul 27 1434:13 2C12 Page 1 � ID:r9hNbJQ8YdPmzEu?ums ZzytqPl-0KkA7yXF2TaXNzY1RSawreNKTS_ejC68gp_40Xytp8e -?-0-0� ...______._69_2 __ 13-0-i2 t4-0-7 1F�3-G 22-5-9 23-5-0 29-8-14 36-a-8 ,.____.._.._ T_ _—_...._� : �1-0-C� 6-9-2 6-3-11 0-11-11 4-2��9 4L9 0-ti-ii 63-ii E_7-10 �— -� S�ale-1�.6;5 SxF�� - 1 Sxe I 0 Sx8� e � �� 6 18 _' _ /,�_�� I __ �:v � �,�\ s oa�,� � � �i, 3,a �\� �� i% � 3x4, � ,� 3 II �I� // .� I � \ . . �\ / / �j 9 I . �� \\� ' / � // �\ � \ , i � / \ � I i � � i ' / � � i �" \, i I � . � � II / � .. I � i I � I / � �� / � I � / � I , � I \� � i / ' \ . � �� '. �/ � � 10 I I ...� —_—"—_----_—�.—_ \�re's a ---�...�-_. �ii �. y o il g�-,z—'—'— �L� _� � �x8= i6 �_ 1C � 12 11 4x5_� 1.5x< I 3x4— 3x2— 3x6= 3x4= i5x4 � 6-32 13-0.12 18-3-0 23-5-4 25-6-14 36-4-8 6-9-2 -3-11 ' S-2� S-Z-0 �' 6�-ii -------6-7-1C -.. Plate Offsets(X.Y) [2:0-8-0.0-0-6].[1C G-2-2.0-1-131 LOADING (ps� I SPACING 2_p_p CSI �, DEFL in poc) Vdefl Ud PLATES GRIP TCLL 25.0 j Plates Increase 1.15 TC 0.59 � Vert(LLj -0.20 14 >999 360 MT20 185/148 TCDL 8A Lumber Increase 1.15 BC 071 �, Vert(TL) -0.38 12-14 >999 24D BCLL 0.0 * Rep Stress Incr YES WB 0.57 ' Horz(TL) 0 17 10 n/a n!a BCDL 7.0 Code IRC2009/TP12007 (Matrix) ', ' Weight 156 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins, BOT CHORD 2x4 HF No.2 except WEBS 2x4 HF Stud`Except' 2-D-0 oc purlins(3-9-12 max.):4-7. 4-14,7-14:2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross � bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS Qblsize) 10=1449/0-4-0 (min.0-2-6),2=153310-5-8 (min.0-2-8) Max Horz 2=75(LC 4) Max Uplift 10=-121(LC 6),2=-158(LC 5) FORCES (Ib)-Max.CompJMax Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2745/224,3-4=-2194/203,4-17=-2019/204,6-17=-2019/204,6-18=-2019/204, 7-1 8=-2 01 912 04.7-9=-2192l205,9-10=-2742l231 BOT CHORD 2-16=-192/2353,15-16=-192/2353,14-15=-81/1877,13-14=-43/1875, 12-13=-43l1875, 11-12=-147/2348,10-11=-147/2348 WEBS 3-15=-542l125,4-15=-10/349,4-14=-80/423,6-14=-335/99,7-14=-80l426, 7-12=-12/346,9-12=-540/131 NOTES (10) �)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-r.se)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 DO Ib uplift at joint(s)except Qt=1b) 10=121,2=158. *��'�' :�1� 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and -�"�� 1�� J�� referenced standard ANSI/TPI 1. � ;�,'�� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "` � ,�,�4- J 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w!2-10d nails. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard � �•:._ � � � �''�'��.I�`f l�j�l,`i1,\°t e ��5`. �}L:� ,�1 f1?�:1 L�=�" July 27,2012 ' 4fi�`.tdLi�'r-L'eraj�r c?rszc7xa xyaramel�rs t=nu'�$IP NCIT��C➢N 37f1S t�1+7I3 fNCLULI�€?hTi7'K k��F�:}2E7dC.�P��E�47'i1 74i��3Ef�`G)C2�"€F,�',,,E'. ii �� Design valid for use only witn MRek connedors.This design is basea only upon oarameiers snown,and is for ari individual building componen}. �'�. �� Apolicabiliry of design parametea and proper incorporation of component is responsibiiity of buildinq designer-nof iruss designer.BracinQ showr I I � is for lateral supporf of Individual we'o members oniy. Additional temporary bracing to Inwre siobility during construdlon is tne responsibillity of ihe g t� erector. Addiflonai permanent bracin�o!the overall structure Is ihe responsibility o'}he building designer_i-oi general guidance reearding �I 1�'ty � iabncation.quality conirol storoge,deiivery,eredion ond brocing,consuti ANSI/TPi7 Qualily Criterfa,DSB-89 and BCSI Buflding Component '� 7777 Greenback Lane,Suite 109 �'� SaFety Information availabl_frorc Trvs_?lote Insfitute 78 N Lee Stree Suiie 3 2 AI xdndna VA 22314 '�� Ciirus Heiqhts.CA.°5610 ,`�s�Yl��r�rri�� c�,��;r.arrz,.er t�*�r.a rL�l,fh. �,.s an��_.€€�s�:-v ita .f e:`�e��x i��-.�1��'f�L� �� {_��k�SF�f�, ---- I -- __----- --- __- - -- - ----- - - __ --- - - _ _ -- -- --- - --- - �ob ,Truss Truss Type Oty P�y Parr Evei�acorra PeoqVes B��Ider/�357 r23 ' P.349G46'i9 �W1207007 ��,A14 �'�Califomia Tr�ss 1 1 �� _ _�__ � __ ____. _ � _ �,Job Reference(optionall The Truss Co.r Tr-County Truss, Sumner WA i Eugene OR;Burlington WA 7.350 s Jul 1 B 2012 MiTek Industries.Inc. rr Jul 27 14:34:�4 2012 Page 1 ' ID:r9hNbJQBYdPmzEu?ums ZzytqPl-UWIYKIYtpnYO_77D?959Nrw�4sLKSi2lvTkdx_ytp8d -1_G� 5-9-2 ____,___ 11_0-1,2 12_0-7 18-3-0 , _____ 24-5-5 25-5�4 _..__ 30-8-14 _ 36-4� 1-G-� 5-9-2 5-?-11 0-11-ii 6-2-9 � 6-�-5 0-�1-17 5-3-11 5-7-10 Scale=1:62 7 SxE�� 1_5x4 II e Sx8� 4 ;-� 17 6 '"..�18 '. /��-- — —_ ��}\ � I 6.OG'�12 � // � �\\ /.,i \\ � /;� i i \ I� 3r4 � � 3x4� � g/� \ /� II , 9 I ��\� \ // ��\�\...\ I� \ \ � I / � I \ ,i I� �� , d� � ,,� � , ,, � ;/ � , � � � - � \ ` , , �� _ � _�� ' ---- � _ ,o � � „ , �, . ,, _ _ �- �_� ,� T � � — — � � ;o' 3x8= 16 15 15 14 13 20 ,�2 it � 4z6= '..Sx4 '�I 3x4= 3x8= 3x6= 3x4= 1.5x� I 55-2 11-042 18-3-0 25-5�4 30-8_14 36-4-E � 5 5_Z —_—_--5-3-11 � 7-"<-4 —__ 7 2-4 --____— 5-3-11 5-7-1G --_______ Plate Offsets(X.Y). L-8=0,0_0-6,; 10:Ed e.0-0-8] ------- ------ ,i ----- --- ----- - LOADING �PS� ' SPACING 2-0-0 I CSI DEFL in (loc) I/defl L/d PLATES GRIP T;;LL 25.0 Plates Increase 1.15 TC 0.92 Vert(LL) -026 12-14 >999 300 NT2D 1S5/148 TCDL 8.0 Lumber Increase 1.15 �, BC 0.68 Vert(TL) -0.51 i4-15 >854 240 ', BCLL 0.0 * Rep Stress Incr YES WB 0.33 �I Horz(TL) 0.18 10 n/z Na BCDL 7.0 Code IRC2009/TPI2007 (Matrix) ' Weight: 150 Ib FT=16% --- -- - --- — LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc puriins, BOT CHORD 2x4 HF No.2 except WcBS 2x4 HF Stud'Except' 2-0-0 oc purlins(2-2-0 max.):4-7. 4-14,7-14:2x4 HF No2 BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross li bracing be installed during truss erection,in accordance with I _Stabilizer Installationguide. REACTIONS (Ib,�size) 1D=1537/D-4-0 (min.0-2-8),2=1621/0-5-8 (min.D-2-11) Max Horz 2=66(LC 4) Max Uplift 10=-111(LC 6),2=-148(LC 5) FORCES (Ib)-Max.Comp./Max Ten.-AII forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2952/206,3-4=-2554l188,4-17=-2614/190,6-17=-2614l190,6-18=-2614/190, 7-18=-2614/190,7-9=-2550/191,9-10=-2947/213 BOT CHORD 2-16=-175/2541,15-16=-175/2541,15-19=-110l2222, 14-19=-110/2222, 13-14=-49/2219,13-20=-49/2219,12-20=-49/2219,11-12=-139l2533,10-11=-139/2533 W�BS 3-15=-359/103,4-15=0/347,4-14=-105/666,6-14=-510/143,7-14=-104/670, 7-12=0/344,9-12=-355/110 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=�.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fft between the bottom chord and any other members,with BCDL=7.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) � , - 10=111,2=148. ��*,h�-� r%�i 7)This truss is designed in accordance with the 2009 Internationai Residential Code sections R502.11.1 and R802.10.2 and ' referenced standard ANSI/TPI 1. � /, - +.j�� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � ;��; ; 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard � � � i �(� � 1'.;`` f�.� `�.f Ci j`Z l i�'w`.�f' ,�, f �.�-� ,.�: S'S jCt\`."�t.�°`�? July 27,2012 � �9li�fi?vCt-17erti�`ax,�flwiqn gr�aa-ameters cm�lt'fs�IJ N{:�T�S CiN TfIIS t�tVPi IArf"LUL'�£;�117fi�K F1E'i�'�d�d#C�Y�t".r��1'il-7�%<�€3SFCJRE id:w:. �� i Design valid for use only wifh MiTek conneciors.This design is based only upon parameteR shown,ana is for an indmdual building component. � 'i I Applicobility of design parameters and proper incorpor�iion of comoonent is resoonsibility of builaing desianer-not iruss designer.6racing shown !, i I is for loierol support of individual weo members oNy. Hdditional temporory bracing to insure sfability crunng consiruciion Is}he responsibillity of fhe '�. g}{ �p {� �� erector. Addifiona'�permanent bracinq o:tne overall siructure is ihe respor.sibility o`ihe building d=signec For o=neral guidance regardino ''� fiPtf i'�14�� '�' fabncation,quality coniroL storoge,delivery,erection ond orocing,consufl ANSI/TPI7 Quality Crkeria,DSB-89 and BCSI Buiiding Component li 7777 Greenback Lane,Suite 109 Safety Information avoilable from Truss Piare Instrfute,781 N Lee Street Suite 312 A�xanona VA 223?4 �� Citrus Heiahts.CN.95610 I i`:,natn�.i °inePC �,.c�>itar�i..er��Spe.Qtie�l.�:rett �.�r:=.��;:��r*4(-�r�ee�_��.�.rtax.:�t:�?,rr�L`�;: p�,}e>��its. SFt�-, ' � __---- -- ---- - -_ __ _ _ ---- --- -- _ _-- ---- _ --- _ _ __ ,1oe ,-r,,ss Truss Type Qry ',?ly Parr E�ae/Tac..ma Peoples B�ilaer,'�357 R3 R34904o2G Vd"2G70C7 A15 �CaliforniaTruss !1 1 ' ---------------- _Job Reierence(o�tional -------------------- Tne-russ Co.�-ri-County Truss, Sumner WA/Eugene OR!Burlington WA � 7.350 5 Jul 18 2012 MiTek Industries,Inc. Fri Jul 27 14:34:15 2012 Paqe i � ID:r9hNbJQ8VdPmzEu?ums_ZrytqPl-yisxXeZVa4gEcGiGZscOw3TgXGgfB3xR77TATQytp8c �-o-o a-r.-s s-s� o-tic-ts is-o-s zz-s-s zs-�-�a s�.�-s 1-C-0 4-ti-5 4-5-15 0-5-11 6-1-7 ' 6_b_3 —--'0-8-3 � � 6-ii-11 Scaie=1�62 6 Sx5'i 3xe - 3x6= 3x<= qxq = 3xS I�. � 4� F 6 I_'_—'__— 8 —"_ _ _ 1 ;�� —�_ —L�___——'_'._ s.00f�z �, �� /; � � � I �,sxa � �7 /i �� i ��% �� \ �� '� � �� \ � `�. \ � / o , � � �r "q 4' ��/��.,.� �� i./ ��'� /� �'� � n� .j� �\.\\\\ I� '/ \��,,// ____'__—'—_ \�// � \\�I, ��I � o� — _ _ �\ -— —_— e� � _ � � 14 13 1� 11 SxE= 1C 3x4= 4xo= 3x5= 5x6- 3xE- 9-5-4 18-34 27-2-i 36-4-8 _ — — —_—._�-- � - ___—__......__.. 5-54 8-9-14 8-10-15 9-2-7 Pizte Offsets X 1') [2:0-8-0.0-0-6] f4:0-2-4.0-2-8],[8:0.1-i2.0-2-0] --------------- -- LOADING �pSf� SPACING 2_p_p , CSI I DEFL in Qoc) I/defl L/d PLATES GRIP TCL� 25.0 Plates Increase i.15 I TC 0.62 I Vert(LL) -025 13 >999 360 MT20 185.i148 TCDL S.0 Lumber Increase 1.15 BC 0.74 ' Vert(TL) -0 52 13-14 >834 240 BCLL 0.0 ' Rep Stress Incr YES ' WB 0J4 , Horz(TL) O S8 10 n/a n/a I BCDL 7.0 Code IRC2009/TPI2007 � (Matrix) � II Weight:1491b FT=16% ------------- ;— --�--- LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD 2x4 HF Ne2 except end verticals,and 2-0-0 oc purlins(2-11-9 max.):4-9. WEBS 2x4 HF Stud*ExcepY BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. 5-14,8-10.2x4 HF No2 WEBS 1 Row at midpt 5-14,8-10 JOINTS 1 Brace at Jt(s):9 ' MiTek recommends that Stabilizers and required cross I � bracing be installed during truss erection,fn accordance with I Stabilizer Installation guide. � REACTIONS Qbisize) 10=1439/0-4-0 (min.0-2-6),2=1523/0-5-8 (min.0-2-8) Max Ho;z 2=139(LC 4) Max Uplift 10=-167(LC 4),2=-122(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2717l245,3-4=-2466l236,4-5=-2131/226,5-6=-2733/310,6-7=-2733l310, 7-8=-2069/244 BOTCHORD 2-14=-275/2357,13-14=-345/2742,12-13=-337/2601, 11-12=-337/2601, 10-11=-240l1740 WEBS 4-14=-21/673,5-14=-866/164,7-11=-776/133,8-11=-14/773,8-10=-2081/259 NOTES (10) 1)Unbafanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 10=167,2=122. `t.��`� " �/�'�'r, 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and ""� . �;: f j. referenced standard ANSI/TPI 1. �',/'� ''{� 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. r� �� > � � 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. { + 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard � �'�� . A �.`4717 -1 / \ ��•��f{'/�I 1 11'\ �* .,: `�..5,��r��+�:'t l.�:''"�, July 27,2012 �,Idf;&F�AFG-1;'er%fy cTrszq�rz�dafxrr�zetees izaac�tP�SJ A7f_i�';�.fi C'td�F 75�Z�Af��_)I?�?'�i�i)Ei)147C7��P.Br�7�Pi?t^.�P'BGE��YII-T4?�E3E�`Cl�'`e7;xE'. I ��! Design valid ior use only witF:Miiek connecfors.Thls design is based only uoon porameters shown,and is for an inaiwdual building component. �I �� Appiicability of design parameters and oreper incorporaiion of component is responsibility of builaing designer-not}russ designer.Brocing shown I I is for iatera!suppo�of individual web memb=rs only. f:dditional temqorory bracin�to insure stability during consirudion is th=resporsibillity ot the I E e��- , erecto�.Additional permaneni bracing o`ihe overall siructure is the responsibility of tne buildino designec For genewl auidance reaarding �t�@ �' iabncatior auality conirol,storooe deiiv�ry erectior and bracing o�sul' ANSI/TPIi Quality Cr'rferia,DSB-89 and BCS'Building Component �'� 7777 Greenback Lane.Suite 109 Safety Intormotion avoilable from i.uss Plare Inshtut 781 N L e Srreet Sui�e 372,Alexandna VA 23 i 4 �� Citrus Hei Ms.CA,95610 � f'�fl.��lie'rr=i�re fi".��°�F�}.,�ni��er�s c e,a�i��,�� _s€csi�:�,z��e€ar?fh�.�e��fe��_€�it;_-��;�2��L�r z {a°ap:c �tr;SF€�. � e __-------- ----- ,iob i russ Truss Type `:ty Ply Parr Eve�'Tacoma Peoples Build,.N3357 R3 R34904621 'W120700; A16 !Califomia Truss 1 1 ' __ Job Reference�optionap Tne Truss Co.!Tri-Counry Truss, Sumner WA/Eugene OR/Burlington WA 7.350 s Jul 18 2012 MiTek Industries,Inc. Fri JW 27 14:34:16 2012 Page 1 � ID:r9hNbJQBYdPmzEu?ums_ZzytqPl-QvPJI_a7LOc5EQHc7a7dTG?mvg_ewShaMnDk?sytp8b ,G 0 __7-5_______ 7-1C-75 146-6 � 21-8-9_ __ 28-10-13 36-4$ _ -- ' ___— _ i_"'__'_ i-D_0 7-5� 0-5-1'1 6-7-7— �_.— i_2 3 ' 7 2 3 ' --�7-5-11 Scale=1�.625 5x8 i 3x4= 3x6= 3xC - Ax5= 3x5 I�. a s e e '�� s.oc:�t2 ---- �a. - �' ' � � -- — ,-� _ . II j �� / \\� �/l�� I �II � � ,�/ \ �!/ \�� / � A� �i � � �'� �� , � �� , � �� V�/ �,I � � Iq^ .�_ � --�-- 'L '_'� 'o � . 3z5= — 4xE= 3x4= 4x5= — 7-5-4 16-11-2 � 26-E-1 36-4-8 . .� �..._...___._..____.___..._.__________--__._�___ , � 7-5� 9-5-14 — —' 9 0-15 5-10-7 Plate Offsets(X.Y): [2:0-4-12,0-1-8_LO_2_12,0-2-8].�8:Edge.0-3-8].[10:0-1-12.0-1-8�__________ LOADING (ps� I SPACING 2-0-0 ', CSi 'I DEFL in (loc) Ildefl Lid I'I PLATES GRIP TCLL 25A ' Plates Increase 1.15 ' TC 0.90 Vert(LL) -G.36 �0-12 >999 360 , MT20 18�!148 TCDL 8.0 , Lumber Increase 1.15 �, BC 0.88 �, Vert(TL) -0J6 10-12 >572 240 BCLL OA ' � Rep Stress Incr YES ' WB 0.90 � Horz(TL) 022 9 Na n/a � BCDL 7.0 ' Code IRC2009/TPI2007 , (Matrix) I ' Weight: 140 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2`Except' TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, 1-3:2x4 DF 2400F 2.OE except end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-8. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 8-5-9 oc bracing. WEBS 2x4 HF Stud'Except` WEBS 1 Row at midpt 4-13,7-9 4-13,7-9:2x4 HF No.2 JOINTS 1 Brace at Jt(s):8 MiTek recommends that Stabiiizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS Qb/size) 9=1439/0-4-0 (min.0-2-6),2=1523/0-5-8 (min.0-2-8) Max Horz 2=111(LC 4) Max Uplift 9=-169(LC 4),2=-122(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2746/257,3-4=-2306/249,4-5=-3442/384,5-6=-3442/384,6-7=-2745'312 BOTCHORD 2-13=-264/2359,12-13=-425/3386,11-12=-433/3390, 10-11=-433/3390, 9-10=-311/2330 WEBS 3-13=-26/752,4-13=-1337l220,6-10=-818/151,7-10=-5/767,7-9=-2562/324 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B,enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate dralnage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 2Q.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 8=169,2=122. �� 7)This truss is designed in accordance with the 2D09 International Residential Code sections R502.11.1 and R802.10.2 and ��`�.� ` �� referenced standard ANSI/TPI 1. ;�c ��, t�J., �- 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /� � 1�-�,l 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. dtr�` �`� �� 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. `` 1 LOAD CASE(S) Standard �� /� �' � tr i l� ."t `+.' f��,, �{r{�+��1��`�•`t �.`'�::, '.:�l,.��f�'�.�a�;i.�..�.;�"L) July 27,2012 I ti�d�k�IING-i�erzfir dr�icp»pas-csx�reters cvzc��:r6U NUr"��C}iW 7"adTS.�t.�I7INC'LUI3FiL��tvFIT�I+��'�^:I�iTdt"..G P��'h2�I T473��C1�€7�.'. ! �� Design volid for use only wiih M7ek conneclors.This design is based only upon oarameters snown,and Is for an indrviduol building component. IApplicability of design parameters and proper incorporaiion of comoonent is responsibiliry of building designer-not truss desgner.Brocing shown �, �I is for la}eral support of individual web members only. Additionol temporary brocing to insure siability dunna construction is the responsibillity o`ihe .', g nl��`� erector. Adaitional permanent bracing o!tne overall strudure is ihe responsibiliiy of}he building d=signer.For aenerol auidance regardinc �, !K1 R ' fobncatior„quolity coMrol,storage,delivery,erection and brocing,consult ANSI/TPI1 Quality Crileria,DSB-89 and BCSI Building Componenf 7777 Greenback Lane,Suite 1Q9 , Safety Information available irom Truss Piate Instduie,781 N Lee Street,Suite 312 Ai xondna VA 22314 � Citrus Heights.CN.�5610 � i�;��th�E:��irre t5-o°SF:�'�.ana:,��€��u��s�i��.�=,°a ��s��i.=�°�E;��,�F�Lh�,eQ�;_�,;gr e€.ci..::'lE��,�AL��a p.�;�:�ze1 irc SFi�. ----- --- -------- _. _ _ _ ___. ___ _ ,iob Truss Truss �ype �ty P�Y Parr Eve,�`acoma Peopl25 Buuo.. �3E?F.3 ' R3490462� 1N120700� Ai7 'CALIFORNIATRUSS I1 2 ', ____ _____ ____ Job Reference(optional) _ The Truss Cc.!Tri-,r,ounty Truss, Sumner WAi Eugene OR!Burlingcon WA 7.350 s Jui 18 20;2 MiTek Industries.Ina Fri Jul 2�14:34:18 2012 Page 1 � ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-MHX3Agb0i?2pTkR_E?ASYh55uTe30Latp51q41ytp8Z ,�-D-O 5-5� 5-10-75 10-4-B 15-6-9 2G-e-4 25-10-iC 31-D-11 36-4-8 .___- ._ __ _____---- _.- . -_-_--___.________________. 1-0-0 5-5� 0-5-1'1 4-5-5 ' S-2-� 5-2-1 5-2-1 � 5-2-1 ,.-:.-13 s�a�e a��s'=r sxa= a.a= SDecial �.5x4 I�. 4x4= 1.Sx4 I. 4xb= '..5x< I 7xiGM'18H= 6.00;12 19 4 20 21 22 - 24 25 26 27 8 .. 1 C . �\ �_-- -__' __"-�. �: �--_ /�� I ' '. /� \ \ . �'-// + \\��I /��\\ / �� / '\ �I // , %� 1-,: .. / r�,--r' �Ty' I � III� ,p�.� f� � �'1 '- _ I n C �� -_ll:. ,7.G__ �f 1L- � Qf��'� Ii� J _ A f __�__- _ _ - ^� � ib 17 32 1E 14 1's 12 �-, Sx6- 26 2� 3D 31 .... 3< 35 15 36 37 38 35 4G 41 47 JUS2a JUS24 2x4 I� JUS24 Sx10- JUS24 JUS2t 2xe I 6z17MT1Bk= 4xB JUS2G ��SZq 3x6 'I 5z14Ni181-,= 6xFMi181-. I� JU524 J11S24 JUS24 JUS2C JU524 5-5� 10-4-8 15-6-9 20-8-9 25-10-10 31-0-11 36-�-8 � -___._.___.___.___._______-. ' S-54 4-11-4 5-2-1 5-2-1 � 5-2-1 � 5-2-1 53-13 -_____. _._._----_- - --- ___ _ --_ -____-__ Plate Offsets(X Y) [2:D-3-0,0-2-9).[3:0-5-4,Edge].[6:D-4-8.Edge] [8 0-1-i2,0-2-0,110:0-2-�2.0-2-8],[11:Edge 0-5-8].[12:0-3-0.0-412].[13:0-4-fi.0-1-8]�17:0_4-O,D-2-8] LOADING (ps� SPACING 2-0-0 I� CSI DEFL in poc) I/defl L/d II PLATES GRIP TCLL 25.0 Plates Increase 1.15 , TC 1 00 I Vert(LL) -0.81 14-16 >532 360 I AlT20 185!14& TCDL 8.0 Lumber Increase L15 �il BC G 94 Vert(TL) -1.34 14-16 >321 240 MT18H 185/148 BCLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 020 11 n/a n/a i BCDL 7.0 Code IRC2009/TPI2007 �I (IViatrix) I I Weioht 3571b FT=10% - - ------- � -- ---_._. _- LUMBER BRACING TOP CHORD 2x4 HF Na2*Except' TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. 3-6:2x4 HF 1650F t5E,6-10:2x4 DF 2400F 2AE except end verticals;and 2-0-0 oc purlins(2-6-3 max.):3-10 BOT CHORD 2x6 HF 1fi50F 1.SE*Except' BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. 11-15:2x6 DF 2400F 2.OE JOINTS 1 Brace at Jt(s):10 WEBS 2x4 HF Stud'Except` 10-11:2x6 HF No.2,10-12:2x4 HF SS REACTIONS (Ib,�size) 11=9337/0-4-0 (req.0-4-10).2=3810/D-5-8 (min.0-3-2) Max Horz 2=81(LC 4) Max Uplift 11=-3446(LC 4),2=-1008(LC 5) FORCES Qb)-Max.CompJMax.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-8D97/2191,3-19=-11755/3396,19-20=-11755;3396,4-20=-11755/3396, 4-21=-11755/3396,21-22=-11755/3396,5-22=-11755/3396,5-23=-17387/5538, 6-23=-17387/5538,6-24=-17387/5538,24-25=-17387/5538,7-25=-17387/5538, 7-26=-17387!5538,26-27=-17387/5538,8-27=-17387/5538,8-9=-t3258/4764, 9-10=-13258l4704,10-11=-6928/2468 BCT CHORD 2-28=-1994R216,28-29=-1994/7216,18-29=-1994/7216, 18-30=-2002/7198, 30-31=-2002/7198,3'I-32=-2002/7198,�7-32=-2002/7198,17-33=-4683/15471, 33-34=-4683/15471, 16-34=-4683/15471,'I6-35=-4683/'15471,15-35=-4683/15471, 15-36=-4683/15471, 14-36=-4683/15471,1 4-3 7=-6 24 1/1 82 3 5,37-38=-6241/18235, 1 3-38=-6241/1 8235,13-39=-6241/18235,39-40=-6241l18235,12-40=-6241/18235, 12-41=-146/354,41-42=-146/354,11-42=-146/354 WEBS 3-18=0'369,3-17=-1637/5311,4-17=-632/247,5-17=-4208/1448,5-16=0/381, 5-14=-982/2200,7-14=-643/262,8-14=-993l801,8-13=-959l2510,5-12=-5590/1660, 9-12=-259/57,10-12=-5205/14545 NOTES (17) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,,��,1i �J Top chords connected as follows:2x4-1 row at 0-4-0 oq 2x6-2 rows staggered at 0-9-0 oc. �n,�` Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. t. f Webs connected as follows:2x4-1 row at 0-9-0 oc. j�t 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply , .�'�'� to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. t 3)Unbalanced roof live loads have been considered for this design. f 4)Wind:ASCE 7-05;S5mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ..; ;� 5)Provide adequate drainage to prevent water ponding. r�. �+ ;} �� n ^�.' 6)All plates are MT20 plates unless othenvise indicated. '�.�' f{slC'�C.��`' �`` 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loada `��` �-?` 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��}n°��t-�'� will fit between the bottom chord and any other members. 9)WARNING:Required bearing size at joint(s)11 greater than input bearing size. Continued on page 2 JUIy 27,2012 I 1Y�7s`�7dC?-ti'c z{i�ctr-;:YZ�n,�arcrm�t'ers cu�d F2�1)Id£a7EC tt?d<Fi%S.i€IJrt�IXC1.U'��Y��7'�'d�Fx�%",�FE4ds�hPif Z�i'�^+�F�1I2�IP�E � �i Design valid for use only wifh MiTek connectors.Tnis design Is basee only upon porameters shown,and is for an indiwdual builqmg component. �, �, I Appllcability of des gr poromeiea and proper incorporation of componeni is responsibifity of building designeo-not truss d=sian>r.Bracina shown ' ��, is for lateral support of individval weC members only. Additional temporary bracing to inwre siabilify during construciion is fhe responsibillity o`ihe , ��g I �� erectoc Additiona!p�rmanenf bracing oi the overall siructure Is ihe responsibi�ity oi the building desianer.'ror general auidance regardinc �' iYl l��k. � fooncarion quaiity omroL storage,delive� erection ano bracing consul: ANSI/TPIt Ouolity GNena DSB�89 and BCSI Bvifding Component �i Safeiy Informafion ovailoble irom Tr�ss Plate Insfitute,781 N Lee Stree Suiie 312 AI xandna VA 22314 � 7777 Greenback Lane.Suite 109 ' �`- �4 b - F�..,e� � Citrus Helgh�s,CA,85610 N�ew�:h�^r•�ii��i � i .�i-�ar��er�s-�a?e_�,ia.a �i� ��s�cr��€z.•areL �ee.��c�rkto��_b?�rHL:�_ ri��.��:w„i�s�S�E - -- --- -- - --- -- __ __----- ---__ ._ _ ._ __. ___ ___ - -- --- --- __ _ Jo� Trus� Truss ype Qry ��'�Y �� Parr Eve/TacomG Peop��es E�iloerl33��RS R34904522 W12G?OG' A17 ICALIFORNIATRUSS '1 2 Job Reference(optional) The Truss Co./Tri-County Truss, Sumner WA/Eugene OR/Burlington WA 7.�50 s Jul 18 2012 Mi7ek Industries.Inc. Fri Jul 27 14:34:1�S 2012 Paae 2 � I C:r9h N bJQBYdP mzEu?u ms_ZzytqPi-M HX3Agb0t?2oTkR_E?A5Yh 55uTeBOLatpS iq41ytp8Z NOTES (17) 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)�1=3446.2=1008. 11)This truss is designed in accordance with tne 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI,'TPI 1 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss 13)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fast=ned to truss TC w/2-10d nails. 14)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 24-0-12 to connect truss(es)JA1 (1 ply 2x4 HF) to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)351 Ib down and 159 Ib up at 5-8-8.114 Ib down and 89 Ib up at 8-0-12,118 Ib down and 91 Ib up at 10-0-12,118 Ib down and 92 Ib up at ?2-0-12,118 Ib down and 93 Ib up at 14-0-12,118 Ib down and 93 Ib up at 16-0-12.1 i 8 Ib down and 94 Ib up at 18-0-12,118 Ib down and 93 Ib up at 2Q-D-12;and 118 Ib down and 93 Ib up at 22-0-12,and 118 Ib down and 92 Ib up at 24-0-12 on top chord, and 1412 Ib down and 598 Ib up at 26-0-12,1412 Ib down and 598 Ib up at 28-0-12,1412 Ib down and 598 Ib up at 30-0-12, 1412 Ib down and 598 Ib up at 32-D-12, and 1412 Ib down and 598 Ib up at 34-0-12,and 1412 Ib down and 598 Ib up at 36-1-12 on bottom chord The desigNselection of such connec'tion device(s)is the responsibility of others. 17)All dimensions given in feet-inches-sixteenths(FFIISS)format LOAD CASE(S) Standard 1)Regular.Lumber Increase=1.15,Plate Increase=l 15 Uniform Loads(pl� Vert:1-3=-66,3-10=-66,2-11=-54 Concentrated Loads pb) Vert:3=-351(B)11=-1412 15=-2o(B)13=-1412 19=-114 20=-118 21=-118 22=-118 23=-118 24=-118 25=-118 26=-115 27=-118 28=-26(B)29=-26(B)30=-26(B) 31=-26(B)32=-26(B)33=-26(B)34=-2o(B)35=-26(B)36=-26(B)37=-26(B)38=-26(B)39=-1412 40=-1412 41=-1412 42=-'i412 I �,4x??dP.l�'It"�'C:-l:*er�i�x rat*s::qn�rar;mzeters tutu'.�i?F;9.I11i1C77'E.�Cald?3id5��I1YC'l'U?t?;£;F hRf7°EY�c'cF'�R�TdC"��9t�.1F�1 T4?��C7'��3�. � I Design valid ior use only wiih Miiek connectorz.Thls design is based only upon parameters shown,and is'ror an individual building comaonent. ', i �I Appficability of design parameterz ond proper incorporailon of componeni is responsibi6ty of buiiding desianer-not iruss designer.Brocing shown . ` � '�, Is for lalerai suppori of Inaividual weo members only.Additlonal temporory brocing to insure stability during construcfion Is ihe responsi5illity of the . p�� I erecto:- Addifiona!permanent bracing of ihe overall siructure is ihe responsibilify of fne building designer.For general guidanc=reaarding '�, f4Pr ' iabricoiion.quality coniroL storoge,aelivery,erecYion and bracing,cor.sult ANSI/TPI1 Quafity Crkeria,QSB-89 and BCSI Building Component '. 7777 Greenback Lane.Suite 109 SaFety Information available from Tr�ss Plate Ins}rtute,781 N.Lee Sireet,Suite 312 Alexandna VP 22314 ' Citrus Hei hts.CA,95610 '� ! 5e�,rr�E ='iire,� � S�;'! Jrrs�pr:s�,�.s.ie� ti s�esicar =aas.€r��re;i�.�ee a;.'ae�.�*�t?.�t�� .i�LS�� a°�i�:� xa��kE, e _ _ -- -- _--- -- __ __ --- — __--- _- - - --- _- ,,cb iruss Truss�ype �ty �-ry Par=Eve/�a�oma Pe�ples Builderl3357 P,3 R34904023 W12G70C? iB1 !CommonTruss 1 1 I Job Ref=rence(optionaq The Truss�oJ Tri-County Truss, Sumner WA!Eugene OR/Burlinqton WH 7.350 s Jul 18 2012 MiTek Industries.Ina �ri Ju!Z i 14:3427 2012 Page 1 ' I D:r9h NbJ�8YdP mz�u?u ms_Zzytq?I-c0aT31i 1 ImBX26djGOq C PbyrA5xf?fwC u_Npu kytp8 Q _i-o-o s-i�-o —_ i�-io-e ------ i2-ic-e_ 0 0 -------- s-i i-o s-i�-o �_o_o- 4xG= Scale='�..25 C 5 I /�\� � � / � 1.Sx4 �I �%� , �, �.Sx4 I / � � 6 ' 6.�0 I12 4 � � � \., , ........, \ ♦ !.5xt I / ��.. I� �?\\'�\ 1 5xG �., / / � \ � �� - �� , - , '�� ;= �=' ', �� ,A ; � - , �� ,, I ; i _ _� _� _� _� b � � � �� , : � � �� , —�-- re - � — ----- q , � - - � - � - --- � i - . — —z � , , . . , T : . , .. � , . , , . . . ��\ — r u__— 9 � � " 14 19 12 1S 10 � 3x:�_ ',.5x4 '�. 1.5x4 I 1 Sx4 I" 1.5x4 !. ,�xG j',, 3z5= ii-10-0 �. ---�- 11-10-0 LOADING (ps� SPACWG 2-0-0 II CSI DEFL in (loc) Ildefl L/d �, PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 i Vert(LL) -O DO 9 n/r 120 I� MT20 185/148 TCDL 8A Lumber Increase 1.15 I BC O.G2 Vert(TL) -0.00 9 n/r 90 � BCLL 0.0 ' Rep Stress Incr YES WB 0.03 I Horz(TL) 0.00 8 n/a n!a ' BCDL 7A Code IRC2009/TPI2007 (Matrix) � � \Neight:41 Ib FT=15% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS All bearings 11-10-0. (Ib)- Max Horz 2=36(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)2,8, 13,14, 11,10 Max Grav All reactions 250 Ib or less atjoint(s)2,8,12,13,14,11,10 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; caniilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Ioads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8j Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8,13, 14,11, i o. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and RS02.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end flxity model was used in the analysis and design of this truss. 11)All dimensions given in feei-inches-sixteenths(FFIISS)format. _ ` �� LOAD CASE(Sj Standard *�.�?' ` �'Gt. ��>. �� '[J.�. � ! "� � � � � '# 1 1� .� � r f �� , ./;, `�''•c r'`{,�s1 E:��'�;r` .: �'.S' � t?`: '$f��ti:1L1�.. July 27,2012 GV�di.XL!"N�-4'�m,fy��:i�ra}s�r•crmeters mau?.k°F.ttl?t�"xT�i.0 C5N75#PS.�f3T,iN%LLlL�Ed;�h1P?�i�'1sE:��.�C�I'�ts�:�?II-I�T�I3Ef"CJi7�`e�^.sE`, � � Desion valid for use only with M1ek connectors.Thls design is based only upon oarameters snown,and is for an individual building component. I, Applicobility of desigr.parometers and proper incorporation of componenf is resoonsibiliry of building designer not iruss designec Bracing snown ��, I� is for lateral support of individual web members oniy. Additlonal temporary bracinq to insure stabili}y during consrrudlon Is Yne responsibillity o'ihe ''�. ��q�� eredor. Addiiional permaneni bracing o!}he ov=rall structure Is the responsibility o`the buildinc desiane�.Fo�g�neral guidance reaarding ', Ci iaoncanon,quality..onirol,sioraae deiivery,erection and bracing,consult ANSI/TPI7 Quality Crilena �SB-89 and BCSI Building Componenf '� 7777 Greenback Lane.Suite 105 II ` Saiefy Information avoilable from Truss Plate Institute,781 N Lee SrreeL Suite 3 2 A�exandna VA 22314 — ' Citms Heiahts.CH,�53�C� I I`�e;�:tie�t��it7e f5 n•tiGnY,�zni�,,r;u�;?ec��ie�l,i�v <es crr:�a':€K�-�r�rl se..'=:r�.i s tE� ::'f�� ,,µ�c� u a�=,��l�a��'E. —� _ - -- --- _- ____--- - �,wp Tru�s Truss Type ��G�ty Pi�- �� Parr Evera�oma Feoples Bwld../,�357 R3 ' P,34904024 VV'207007 B2 I Common Truss ,1 1 ' _ Job Reference(�onal _______ _ ------—_...---J-- 9 9--- — — Th�Trus=C;c.!Tri-"ount Truss, Sumner WA/Eu ene OR/Buriin ton WA 7.350 s Jul 18 2012 MiTek Industries.Inc. �ri Jul 27 14:3425 20";2 Page' ' ID:r9hNbJQBYdPmz�u?ums_ZzytqPl-4C8rG4jflN4JOgGCvq5LRyoVuDVDtk50M7e7MQAytp8P -�•-�-c s-i i-e i�-i c-o ;z-i ac —,�_o_o — 5_11_0 --------- s-i�-o -- �oo-- a.e = soeiE_,�a.e , _ � � � ,. � ; � �" i _ � i i A � s oa n2 % � m � �� I ' �� \ �� i/ I �� '� ��, a z ; ; � ,� � � , , ,o � . -� s ��'�,�� , ��'� -6.4 u X, � � 3x5= 3x5= s-i�-o i�-i o-o ----- --------------------------- — —' s-i�-o s-i i-c -------------- --- ------ — ------ ----- ------- LOADING (ps� SPACING 2-0-0 I�, CSI I DEFL in (loc) I/defl Ud ' PLATES GRIP TCLL 25.0 Plates Increase 1.15 �I TC 0.62 ' Vert(LL) -0.03 2-6 >999 360 ' MT20 185/148 TCDL 8.0 Lumber Incre2se 1.15 i BC 028 Vert(TL) -G 07 2-0 >999 240 , BCLL 0_0 ' Rep Stress Incr YES �I WB 0.08 �� Horz(TL) 0-01 4 nla n/a � BCDL 7.0 Code IRC2009/TPI2007 (Matrix) , !I Weight:35 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross I bracing be installed during truss erection,in accordance with ! Stabilizer Installation quide. ____,____________,__________'' REACTIONS Qb/size) 2=536/0-5-8 (min 0-1-8),4=536l0-5-8 (min.0-1-8) Max Horz 2=36(LC 5) Max Uplift 2=-76(LC 5),4=-76(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250 Qb)or less except when shown TOP CHORD 23=-562/32,3-4=-562/32 BOT CHORD 2-6=0/431,4-6=0/431 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upiift at joint(s)2,4. 6)This truss is designed in accordance with the 20Q9 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �.��.h�.R ,`G �� , ,�� ' �.�. �',.� r + � .�, o "'�,� f{:1 S't t:,F-� ,t.�` S,$`!�j?�.^�1.t'"�> July 27,2012 � t:?n" 'f�NNC> L'�rgfu d�;i�r��?�r-czrxsters canditZ�ZJ N.`_:7�'E�Cal��13IS�TJ Ifm�C'L�i��'£��F."�EF�im�("�Pdt Elt7�1-747�F3�i3R�tfSFS`. � Desigr valid for use only wiih MRek connectors.This design is based only upon oarametea shown,and i�for an individual builaing component. li Applicabiliiy of design porometers�.i.proper incorporaiion of comoonerd is resoonsioillty of building desgner-not iruss designer.Brocing shown ' is for lat=ro!supporf of individual web member>only. Additlonal iemporary bracing to insure stobility during consirudion Is ine responsibillity o1 the I �p� (� �i erecior. Additional perman=ni bracing o;}he overall siructure is ihe responsibility of the buildino designe�.for a>neral quidance reaarding � 1&'9��t5.� I �� fabrication,quality conirol,siorage d=livery,eredion ono oracing,consut' ANSI/TPI1 Quolity CrNeria,DSB-84 and BC51 Building Component li 7777 Greenback Lane,Suite 109 I Safety Info�mation avadable from Truss?late Insntute 781 N.Lee Siree Suite 312 AI xandna vA 22314 ''� Citrus Heights,CA,95610 '� Ii,c,�tPi�.r�^iF�e i��c�°S��i srr3�,.r��,,?�.,3i,,.� >:��es:.�v.=�yd.€e�ar�ti..,e�ti��c �t,n..i:rt>.?s,�:L:EC c Gr��°��`tr�SF(E. ' � _---------- - - __ _- --__ ___- --- -- .lot Truss Truss Tyoe ��Qry ��P�v Parr Eve/Tacoma Peoples Builde�l�357 R3 R34904n25 1��';2G700� B3 ICommon Truss 1 Z , Job Reference(optional)__ Tne�russ CoJ Tri-County Truss Sumner WA/Eugene OP.!Buriingcon WA 7.350 s Jul 18 2012 NiTek Industries,Inc. Fri Jul 27 14:3429 20 i 2 Paae? ' ID:r9hNbJQBYdPmzcu?ums_ZzytqPl-YPiDTG�kHHORFHQn6NpsgU027VvQSTPPV'_Iswzcytp80 -_-- `4 1z --- - '_''-'�'- ------ e-sa -- �i-io=c _ � 3-4-12 2-6� 2-6-4 --- 3_C,2�— �xc' Scaie tl�'=" � �� T II 6.00� �J � � 1.5M4\\ / \� \ 1.Sx4/, I \ \\ I �j �4 . . I ��. .. . �•..,\\ / � � �\ \ � // \ � � i � ��'I � /�`/ / 1 \ �P.� \\\� TH�2fi ' � ��I i �I � ��i '� �i ��I��— 'r. �` � � I _ � �� _ �� ._ � � __� k � � " � �`��s,e s e s - io E ii �� i�'i TH�26 TH�26 Bx8= 7H�26 8xE= TH�26 �,`�; �—�. ?HG�., Sz5` 4-2-13 __ 7�3 ____ it-10-0 „ � 4-2-13 3-4-5 ' 4-2-13 Plate Offsets(X,Y) [1:0-4-7 0-2-8] [3:0-3-0,0-1-12] [5:0-4-7,0-2-�[6:0-4-O,G-4-12�;0_4-0.0-4-12] LOADING (psf� SPACING 2-0-0 I� CSI ' DEFL in (loc) I/defl L/d �i PLATES GRIP TCLL 25A Plates Increase 1.15 I TC 0.33 Vert(LL) -0.09 6-7 >999 300 MT20 �85'148 TCDL 8.0 Lumber Increase 1.15 i BC 0 83 Vert(TL) -0.16 1-7 >879 240 ' BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.04 5 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:96 Ib FT=16% -- ---- - — LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD 2x6 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WCBS 2x4 HF Stud REACTIONS (Ib/size) 1=4686/0-5-8 (min.0-3-14),5=5552/0-5-8 (min.0-4-9) Max Horz 1=-25(LC 3) Max Uplift 1=-415(LC 5);5=-478(LC 6) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7169/630,2-3=-7077/637,3-4=-6983/625,4-5=-7076/617 BOT CHORD 1-8=-556/6312,8-9=-556/6312,7-9=-556/6312,7-10=-361/4526,6-10=-361/4526,6-11=-521/6229,5-11=-521l0"229 WEBS 3-6=-306/3407,3-7=-329/3575 NOTES (12) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as foliows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.?ly to ply coMections have been provided to distribute only loads noted as(F)or(B);unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=415,5=478. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and .�1'.�� referenced standard ANSUTPI t ,^�.l'� �'I' 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �`�?t � °� . 10)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-3-0 oc max.starting at 1-4-4 f�,` �A. from the left end to 11-7-4 to connect truss(es)A8(1 ply 2x4 HF) to front face of bottom chord. j?^-�' (" :€k. � 11)Fill all nail holes where hanger is in contact with lumber. '`� ��'"' �4 12)Ali dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard W� ' 1 ` 1)Regulac Lumber Increase=1.15,Plate Increase=1.15 �J,�,I�f �`{�� ' � C,,I��'C�C�"-' � .. Uniform Loads(pl� �., Vert:1-3=-66,3-5=-66,1-5=-14 Concentreted Loads(Ib) ��1�`�`�•±��-�"�`, Vert:5=-^557(F)6=-1557(F)8=-1542(Fj 9=-1557(F)10=-1557(F)11=-1557(F) Jufy 27,2012 � W�'.Af1N("r-V�r�afgr d�:qn ga�zf°�nfitP±s tsrtc:"'.}cE�d1 htt�a EE�C Ca�'THI£u".#tdZ?II�C'L[IUF,'li�7s r'�Fc�F�t°x"�',dTV?C�P,dC'r£Ir�l-T473��`C1R��75�. ' �'� i �esign valid for use only with M7ek conneciors.Tnis desion is based only upon parameters snown,and is for an indlvidual building component. i, I� App6cability of desgn parameters and properincorporation of componeni ts responsibiliry of building designer-not tivss designer.Brocing shown � I, is for lateral suppor of individual weo m=mbers only. Addifionol temporary bracing to inwre stability during construction is ihe responsibillity o`fhe �I y��'�,�E„� � erector. Additional permaneni bracioa o�fne overall siruciure is ihe r=sponsibility of the buildino designer.For general auidance regarding , IKr K faon�c ior,qualiry conirol,siorage deiivery.erection onC brocing,consul' ANSI/TPI1 Quality Crilena DSB-89 and BCSI Building Component . 7777 Greenback Lane.Suite 109 � Satefy Informafion available from Tr�ss Piat instiruie 781 N Lee Srree',Suite 31[ Aiexanana VA 22314 .. Citrus Heights.Ck,85610 I � iP�cr;�.hie't��in�tSYt��SF;staaln�,u.�.>>e..at�t,>� �Ws��€>.�.a€se��r�th.�..e_��r;�, �:�? :`L'��as`nL:4�:. p:,�a�ara�e�lsy<S�'k�. — --- - --� Job � �russ Truss Type ��N Ply Paff EvelT2COma Peopi2S Builp,.f/3351 P.3 ' R34904525 W12070G7 C1 'Common Truss 1 ' 1 ' I Job Reference(optional�___ _ Tne Truss Co.�7ri-Coun.y Trus=, Sumner WA/Eugene OR/Buriington W4 '.350 s Jul 18 2012 MiTek Industries,Inc Fri Jul 27 14.34:30 2012 Paqe 1 ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-ObGchmlw2hZ6vaLIxWNv1 DaMsJmCOVeaycN2ytp8N �o o s 3 0 ---- --- 10"6-° ._ ii-F-c t-0-0 53-0 5-3-G S-0-0 axq= Scale='�.73C 4 ��. / \\� � \ / � I \�\ 15xa II � �� 51.Sx4 '�I 6.00',12 � \ /�' I � � �� %� i i � � % � �� ' / ,�I �� _ �� E 2 -- � � � � � --�_ -- � - L; - : �� , � F �o � � _ � o , � - , � i�> .-� > ; �,� �-, ; > - . , - , , > ; > � , . , >� ; > > �>� iC 6 8 \" sxo= 1 Sx4 + 1.5x4 I 1.Sx4 ��. 3zc= 10-6-0 __ ___ . . --- -10.6-0 -� - ... _ __._i -_-_ ___ ___, ...-_ LOADING (ps� , SPACING 2-0-0 CSI DEFL in Qoc) I/defl Ud PLATES GRIP TCLL 25.G Plates Increase 1.15 ' TC 0.10 i Vert(LL) 0.00 7 n/r 120 MT20 185/148 TCD� 8.0 Lumber Increase 1.15 , BC O.Oo 'I Vert(TL) 0.01 7 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) OAO 6 n/a Na ' BCDL 7.0 ' Code IRC2009!TPI2007 (Matrix) I! , Weight:35 1b F?=i6°/ ---- _ __-- -- � LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud MiTek recommends that Stabilizers and required cross ' bracing be installed during truss erection,in accordance with j ' Stabilizer Installation quide. ______ REACTIONS All bearings 10-6-0. (Ib)- Max Horz 2=33(LC 5) Max Uplift All�plift 100 Ib or less atjoint(s)2,6,10,8 Max Grav All reactions 250 Ib or less atjoint(s)2,6,9 except 10=256(LC 1),8=256(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualifed building designer as per ANSI/TPI 1-2002. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwe=n the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,6,10.8. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.�1.1 and R802.10.2 and referenced standard ANSI/TPI 1. �0)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)All dimensions given in feet-inches-sixteenths(FFIISS)format. ,�,ty`�i'.R$. ' LOAD CASE(S) Standard �t,, `(; , �. � ''*�` p,t�` , � / �. � !� 1 �,1(.,. t"" a�C'r'�`' =1 r- ..; ��~ ^t.. r" !." / � 1 .+.' r�"��'� � ��1.�Z1.�'�``, ,�,:° '�.S`Ir'yiti:�L�=�"�• July 27,2012 � EXP�.fi�"111R�CC: �'�fy��z_qn��ar•�ryreters m�d}2�:&t?Atti�""E.�C12d T"f17S At��3N%L U13EL;i flY€7`��1:�X'I^.12I7Ti?£"i P�vE�tiI-7�i':.�3�f°CIf?�U*�'�. � j Design valid io�use only witn MRek connecior.This design is bas�d only upon parameters shown,and Is for an inawidual building component. '�, i 'i Aoplicabllity of aesign parameters and proper incorporaiion of component is responsibiliiy of building designer-not truss designer.8racinc shown �, �I is for lateral support of individual web member:;only. Aadiiional temporary br�cing to insure stability auring construction Is ine responsibillity of ihe ��, ��g�T�`�� er=ctor. Aadi}ional oermaneni bracing a`ine overall strud�re Is the responsibility o'ihe building deslgner For general guidance reaarding !V 6 1 Qt � rabnceYlon,quality control,storage,de6very,eredion ano bracing,consuL ANSI/iPl1 Quality Cr'rferia,D5B-89 and BCSI Buiiding Component i� 7777 Greenback Lane,Suite 109 � Safety Information avoilable from ir�ss�.late Ins it�te 781 N L�e Stree Sune 31< Alexandna VA 23�4 � i 1��n�*.he°r�=^it�e(`Y��5�:�) ,.na�;�d�=.s ��.�?t„�_�,>i� es€t3Rt�e€,�e_ar?��'�e sw�_��°�:t �La e�:�Wi 12?��aL�� U,,s�:��e rr:��i�i. citrus Haign�s.cn sseio � - -- -- -- Job �7russ �irussType � c�ty �Piy Parr Eve/Tacoma Feopies B�ilo..i3o5� R3 R34904527 W12G70G7 D1 Gommon Truss I1 1 ' Job Reference(optionall Tne Truss CoJ Tri-�ounty Truss, Sumner WA!Eugene OR i Burlington 1NA 7.350 s Jul 18 2012 MiTek Industries,Inc Fri Jul 27 14:3431 2012 Page 1 ` ID:r9hNbJ�8YdPmzEu?ums_71ytqPl-Unp_u61Yp?hzXkwUVDv8aR7X9jlbx i vopcLllVytpBt� �-c-o s-u-o --; i�-ic-o ------- -- iaic_c _ --------- ----_ ___________--- i-c-a s-i��-o s-i�-o �-o-o ava= scaie=t zs.e s �. L5x4 '. � � t5xa I'�, i % � I \ '\ j �' I \ ...,\ 6 0D 112 � � / d� Ila \ � 1.Sxt I� , . ` ' I I R\ \ 1_S�t �. � I � �� / �� / ii � i m d, — 3 i / �' �.. � � '; ! . �\\ � — _ — \ 8 / / / i � I .m� -/ �k .__ �ye i \� —_'_' re —.aL--�� r, Ig� 1� ` � S �5 r .— -_'—'_"_ 1.._'_ _`__'__"h ... ' � '� 14 13 12 1"� 1C � sz�_ �,.5xc . 1.5rt , 1.Sx4 .. 1.Sx< I .5x4 I' 3x5= 11-i G-0 _ __— 11-10-0 _--___.___.____—___— , LOADING (ps� SPACING 2-0-0 CSI I DEFL in (loc) Udefl L/d �I PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.06 i Vert(LL) -0.00 9 n/r 120 I MT20 185/148 TCDL 8.0 ' Lumber Increase L15 ' B;: 0.02 � Vert(TL) -O.DO 9 Nr 90 ' BCLL 0.0 " ' Rep Stress Incr YES ' VVB 0 03 ', Horz(TL) 0.00 8 n/a Na BCDL 7.0 Code IRC2009/TPI2007 ' {Matrix) ' � Weight:41 Ib F?=16°/ ------ ' --------------- LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structurai wood sheathing directly appiied or 6-0-0 oc puriins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud MiTek recommends that Stabilizers and required cress bracing be installed during truss erection,in accordance with I '_Stabilizer Installation_guide._ _ J REACTIONS All bearings 11-10-0. Qb)- Max Horz 2=-36(LC 6) Max Upiift All uplift 100 Ib or less at joint(s)2,8, 13,14,11 10 Max Grav All reactions 250 Ib or less atjoint(s)2,8,12;13.14, 11, 10 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (11) 1)Unbalanced roof live loacls have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=4 8psf;BCDL=42psf;h=25ft;Cat.II;Exp B,enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed:Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)2,8.13, 14,11, 10. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)All dimensions given in feet-inches-sixteenths(FFIISS)format. ��,�.h4:R � T(,�-�� LOAD CASE(S) Standard �- `�57{ �' C �/,��, �� ' A r '�,, 1- � '�� .,:M �. ��J,�,�r'`�,ts��-`*" ` �-.` I�;�� . ��lr�,'�'ALt-`` July 27,2012 ��;I1Is'+fC:-b erY;ji}rzrraszx�n�+�t:�rmmeters anc' '�"&d1 Na=i7'E:CiN TFd7S Atd��fNCLUi3�L1 E4?IT�1i i+:�:K'E.Ft�ZJC.e�AGE��I-7�7.'.�f(lF2E€JS�. ' �� Design valid for use oniy wifh Mii ek connectors.Thi>design is based only upon parametea shown,ano is for an individual builaing component. '� �� i Appllcabiliry of desie�.parameters and proper incorporotion of componerd is responsibility of building designer-not truss designer.Bracing snown �� I is fo�laterai supoort of individual web members only. Additional iemoorary bracinafto Insure stability aurir�g consirudion is the responsibillity of`he p�i�� i � erector.Addiiional permanent bradng oi tne overall structure is the responsioility o tne building designer.For aeneral guidance reaarding , YYtl �� iabncation,quality conirol siwoge,delivery,ereciion and bra�ing,consul� ANSI/TPII quality CriTeria,DSB-89 and BCSI Buifding Component � 7777 Greenback i.ane,Suite 1�9 � I Safe Informafion available trom Truss Plate Institute,781 N Lee Srree Suite 3 2 Alexondna VA 22314 � � �1' � Citrus Heights,CA,95610 � � i`�tz:�.n_ n=°4z�e'� n��SFal �na��r��>�e�.�i..,�,�e ��s�rr.=�,_,�e�sr�t�_�P�;_ut &l.et.<i�t ^,s��r"cL�:,r: ,p:a,��:��ii�e SPE�, i � ------_ _ _ --- --_ _-- - ---- Job Truss �rass rype �ry Piy �arr Eve/Tacoma P�oples Buiider/�35�R3 R34904628 I W120700•' 'D2 Common Truss 1 1 ' _ _ ' __ Job Reference(optional) The Truss CoJ Tri-County Truss, Sumner WA/Eugene OR/Burlington WA %.350 s Jul 18 2012 MiTek Industries.Inc �ri Jul 27'i4:34.31 2012 Paae 1 ID:r9hNbJQBYdPmzEu?ums_ZzytoPl-Unp_u61Yo?hzXkwUVDv8aP.7PSjEaxS7opcL11 Vytp8M ,` -1-0-0 5-11-G __ —'— __._.."'__— 1�1D C_____.__ __'—_— 12-10-C___.. � 1-GC 5-it-0 5-11-0 1-�-� Scale=^�.24 E 4x4= 3 ^\ �,�� \\\ � i � I / / � 6.00'72 � �� •.. � / \ � � � � � � � � ,� � � � � � , � , � , , / , , � / � � � � �� , A , , ,, , � , , � � � '� � � , , � -� 4 z � i�,�� ,. , �' - - - � , - -� , i� � � �� , � � 5 g ° _ _ i� _-- '9 � �� —_. -- —�� ;� ' .x �. 6 �� ..� ��. ; �=; �� 15xC I� � , 3x�— 3x� 5-1 1-0 1 1-1 D-G . —'_ — 5_1 _O . 5_1�,_L ' '—_— —'____—__— -- ____' . __' -- .'—�—'____._—'_'___—_— _—�_— �. _—____ "—__'—___ LOADING (ps� ', SPACING 2-0-0 I'I CSI DEFL in Qoc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 � TC 0.62 Vert(LL) -O.G3 2-6 >999 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 I BC 0.28 � Vert(TL) -G.07 2-0 >999 24G BCLL O.D * Rep Stress Incr YES � WB 0.08 �, Horz(TL) 0.01 4 n/a n%a �� BCDL ?.0 Code IRC2009/TPI2007 I (Matrix) ' ', Weight:35 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with , ,_Stabilizer Installation guide. ' REACTIONS (Ib,�size) 2=536/0-5-8 (min.0-1-8),4=536/0-5-8 (min.0-1-8) Max Horz 2=-36(LC 6) Max Uplift 2=-76(LC 5),4=-76(LC 6) FORCES Qb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=562/32,3-4=-562/32 BOT CHORD 2-6=0/431.4-6=0/431 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE 7-05;85mph.TCDL=4.Spsf;BCDL=4.2psf;h=25ft;Cat.Ii;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechani;zl connection(by others)of truss to bearing plate capable of withstanding 1 DO Ib uplift at joint(s)2,4. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity modei was used in the analysis and design of this truss. 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ;�+��4 �'�r, ��, � Jf. �`��''r. �� t�_� 1- ,� � f� � �. . I J ` �}{ fj �r"'�� f{J151 i l```�� ,�,� ,.5,��1�9.�'t l,l:'`�} July 27,2012 �'�lil�l2fC L erz�i,u�'�;zqra p�zr°emret�canc.RF�ffid}I�[iT�+CiN TSiIS dt�J dNC"�:UZD�h�iCT�K Ii�'�'�:,Ii�C�P�a'�E ATiI 74 d"3�2E�`C3}2E i1SE. ! �� Desiar�volid for use only witn M7ek conneciors.This design Is based only upor parameter�shown,and is for an individual building comoonent. ��. I' Appiicabiftty of design porometers and oroper incorporotion of component is responsibiliry of building designer-noi iruss d>_sianer.Bracing shown ��, is for loierol support ot individual web members only. Additional temporory brxing to insure stability during construciion Is}ne responsibilliiy of ihe I� �,/y��Es� I erector. Addiiional permanent bracing of ine overall strucfure is ihe responsibility of tne build!ng designer.For general guidance regarding �. 1Xw I€ I� �abnca ion,qualit�control sioroge,delivery erechon ond bracing,consult ANSI/fPll Quahty Crdena DSB-8P and BCSI Buflding Component �� 7777 Greenback Lane.Suice 109 � Safefy Information availobl=from Trus<Plare Instiiute 781 N Lee Stre_f,Suite 3 2 Aiexanana VA 22314 � Citrus Heights,CA,95610 I'�ns€,tie:� �rr7� s�c,r SP:�i arnr��r s� ,?e.�t�.a::€�e�es�str..!yE,#��r�ti e e::�,:9 ve Co 4:�t'2 7t�L��4,.,u ur>�:��la; SP€E. �oG rruss �Truss Type ��q� �P�Y Par�Eve�acoms Peoples Bwldeno357 P.3 R349G4629 \N12070Q7 E1 �GABLE 1 2 Job Reference(ootionall Tne Truss Co.'Tri-�ounty Truss, Sumner WA/Eugene OR/Buriington WA 7.350 s Jui 18 2012 MiTek Industries Inc. Fri Jul 27 14:'sS:34 2012 Paae 1 ID:r9hNbJQ8YdPmzEu?ums ZzytqPl-uMV6X8oQ6w3Y0Bf3AMSr631_aw7g8c2EVaaheqytpBJ i-o-o s-aa s-io-s id-z-e i�-e-�� z2�o-is za-s-e 1-0-0 6-D-0 "s-10-5 45�3 � 4-4-3 4-G3 5-63 axa= S�aiE=t�.ez.c ', �� '� 3,a- �"�'�� '��, a.a o 6.00 Ii2 4 /� �� \\� 4x5'i /�\ �,%�!'.�\� ' ��.. �� /� II�� \� i "y 4x6� V I � . �'�� I �� I i -� I � r I / � �'� I� '-� , � , ;� � � � , �� , � � r.� �� , � A�_ ' ' !n \\ I�;- �� I II I I� \\, 8 M9H29 -�?— —�— � R � - �- , _ �. � _ � �� OC � ---� �" i -- � , --�- — � o (F� � . — _ , ae . so io si sz "� _ � I — _ 3z6 3lxo 18 ..,.�I � 11 9 3x6 '� �� `4xE 3x5 '� Qx: 3xE II 3xc -� 4xf 3xc I. "sxE i� 6x8MT18H= THD26 4x8 — 3xB I�� 16 15 id i 12 3x9 I TH�2E TH�ZE2 MUS26 MU52c OxP=�iHD2E 3x6 I 3x6 '�'� 3x6 I �x` THD25 THG2c 6-0-0 9-iG5 10,0-6 14-2-8 18-6-11 22�10-13 28-5-0 6-G-C 3-10-5 0-2-3 4-2-0 � 4-4-3 �— 4-43 ' S-6-3 � Plate Offsets X Y) [2:0-4-0,0-1-15] [3:0-1-8.0-1-12],[6:0-1-C.0-1-12].;7:0-1-12.0-1-8],[8:0-4-C 0-1_151,[9 0-6-4.0-1-8].[17:0-2-0,0-2-�, 1S 0-6-0.0-1-8] — ------_--------------------- --- --_---I-------- — LOADING (psf) SPACING 2_p_p CSI ' DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0 37 ', Vert(LL) -0.07 8-9 >999 360 MT20 185/148 TCDL 8.G Lumber Increase 1.15 , BC 0.90 � Vert(TL) -0 13 8-9 >999 240 MT18H 220l195 BCLL O.G * Rep Stress Incr NO 1NB 0.84 ! Horz(TL) OA2 8 n!a n!a BCDL 7.0 , Code IRC2009,rTP12007 (Matrix) i ,' Weight:443 Ib FT=16% ------------ — - --- -- --�-- — LUMBER BRACING TO°CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins BOT CHORD 2x8 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 HF Stud OTHERS 2x4 HF Stud REACTIONS Ail bearings 7-0-0 except Qt=length)2=0-5-8,8=0-5-8. (Ib)- Max Horz 2=82(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)15 except 2=-217(LC 5),8=-380(LC 6),17=-1341(LC 5), 14=-490(LC 6),16=-1326(LC 9),13=-3767(LC 10), 12=-478(LC 6) Max Grav All reactions 250 Ib or less at joint(s)15 except 2=842(LC 9),8=4695(LC 10),17=5705(LC 9), 14=5358(LC 1),16=318(LC 5),13=331(LC 6). 12=5635(LC 10) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1247/343,3-4=-304/2176,4-5=-217/2334,5-6=-219/2335,6-7=-70/345, 7-8=-4643/354 BOT CHORD 2-18=-311/1035,18-49=-311/1035, 17-49=-311/1035,16-17=-18°3/375, 15-16=-1893/375, 14-15=-1893/375,13-14=-287/146.12-13=-287/146,12-50=-287/146, 11-50=-287/146,1D-11=-270/4103, 1D-51=-270/4103,9-51=-270/4103, 9-52=-270/4103,52-53=-270/4103,8-53=-270/41 C3 1,NEBS 3-18=-643(3195,5-14=-2283/236,6-11=-218/2586,7-9=-341/4461,3-17=-3540l767, 6-14=-2674(308,7-11=-5056/486 NOTES (20) 1)2-ply truss to be wnnected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-5-0 oc,Except member 17-4 2x4-1 row at 0-9-0 oc,member 14-5 2x4-1 row at 0-9-0 oc,member 11-6 2x4-1 row at 0-9-0 oc,member 9-7 2x4-1 row at 0-9-0 oc,member 17-3 2x4-1 row at 0-9-0 oc,member 14-4 2x4-1 row at 0-9-0 oc,member 6-14 2x4-1 row at 0-9-0 oc,member 7-11 2x4-1 row at�-9-0 oa ,,'hl,R �. J� 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply �,.�` to ply connections have been provided to distribute oniy loads noted as(F)or(B),unless othervvise indicated. '''� �)� Ij�� 3)Unbalanced roof live loads have been considered for this design. /��`' %rt 4)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; J" � .�'w>� cantilever left and right exposed;end verticai left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 1 5)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1-2002. 6)All plates are MT20 plates unless otherwise indicated. v, *„ ,4. 7)All plates are 1.Sx4 MT20 unless otherwise indicated. NF / >�� 7 ^:' 8)Gable studs spaced at 1-4-0 oa �'��' ��+IC��R1�� :�� 9)This truss has been designed for a 1 Q.0 psf bottom chord live load nonconcurrent with any other live loads. �S`. �?` 10)'This tr�ss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 S��'��-�'� wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15 except ContGtn�d�n�i'�j�Y380,17=1341,14=490,16=1326,13=3767,12=478. ,JUIy Z7,2��2 I �,E€'d6'ft�NG-L�-�a`z,��z-�c:gn�azr°asmeter y trFac�' '3c�?14ECt7'�C Ci?d 7�€�S.&IdI7 ila�C'L LTL}�.L�#4�T��t`''E^�2F`:T#C'�1?'�L�E fr�1 T47� 'U��"(Jr"2E�,5�.. � Design volid for use oniy wi}h Miiek connec�ors.Tnis oesign is bosed only upon parameters snown,ana is for an individual ouilding component � �� I� AppPcability of design param=leR and proper incorporation of comooneni is r=sponsibiliry of building designer-not iruss desi�ner.Brocir�g showr � is for lateral support of individual web members oniy. Additional iemporap�bracing io insure stabili}y during constructlon is ihe resoonsibillity of the '�I p}{ {� I erecror. Addiiional perman=nt bracing of in�overal'�.structure is ihe responsibility of ihe buildino designec For oeneral auidance regardina IY��84 � faoncaiion.quality conirol,storoge,deiivery,erection and brocing,consuB A�SI/TPI1 Quality CriFeria,DSB-69 and BCSI Buiiding Component '�� 7777 Greenback Lane.Suite 109 � Safety Informafion availabie from Tr�ss°iate Insrirure 787 N e Sire 1 Suite 312 Alexondna VP 22314 ' Citrus Hei his,CA,95610 � 9 aL.:��he.ri'�if�e � u Srr,°� � F_e.�i*_ .,.3� :.:n � s�ra:�Y.,��tr��s�a Wee,v _ e�t�?°:`.f4�;��_wL�F.��, ��:ged 3y�S�F�, �� 9 - -__ _ --_ _- - ----- - ---- ,lot Truss Truss Type Gty 'R�Y Parr cve/Tacoma PeopVes Bu ioeN3357 R3 R3490462� � W12070Gr 'E1 GABLE � 2 'Job Reference foptional) _ _ --- - ___ — - — - — - - The Truss CcJ Tri-County Truss, Sumner WA/Eugene OR!Burhngton WA 7.350 s Jul 18 20i2 MiTek IndusVies,Inc rn Jul 27 14:34:34 2012 Page 2 � ID:r9hNbJQEYdPmzEu?ums_ZzytqPl-uMV6X8oQ6w3Y0Bf3AMSrB31_aw7g8c2EVaaheqytp�J NOTES (20) 12j This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R8D2 10.2 and referenced standard ANSIrfPI 1 13)"Semi-rigid pitchbreaks with fxed heels"Member end fixity model was used in the analysis and design of this truss. 14)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings Building designer must provide for uplift reactions indicated. 15)Use USP THD28-2(With 16d nails into Girder&1 Od nails into Truss)or equivalent at 6-0-0 from the left end to connect truss(es)A1 (2 ply 2x6 HF) to back face of bottom chord 16)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 7-11-4 from the left end to 9-11-4 to connect truss(es)A3 (1 ply 2x4 HF) to back face of bottom chord. 17)Use USP THD26(Wth 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 17-11-4 from the left end to 25-11-4 to connect truss(es)AS(1 ply 2x4 HF) to back face of bottom chord. 18)Use USP MSH29(With 10d nails into Girder&10d nails into Truss)or equivalent at 28-2-4 from the left end to connect truss(es)A9(1 ply 2x4 HF) to back face of , bottom chord. ° 19)Fill all nail holes where hanger is in contact with lumber. 20)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard 1)Regulac Lumber Increase=1.15,Plate Increase=t'5 Uniform Loads(pl� Vert 2-8=-14.1-5=-66,5-8=-56 Concentrated Loads Qb) Vert�.10=-1559(B)8=-1559(B)18=-2760(B)17=-1420(B)49=-1382(B)50=�544(B;51=-1559(B)52=-1559(B)53=-1559(B) � �6T�'6.FiNi'iJ`G-Vc-€%fy daR:ign�raramet�zs�sna?�',E�I1 R?Ci�C C91�7"�}75.3Rzf�A INL"b�,TZS[sT�'14FI`Pr£r�s�.�.`�'E!.'F.'T�`f".t PAGE h7'il-?473 Z3EfC?iLc�5�. " � Desigr valid for use oniy wiih Miiek connedorz.This design is baseo only upon oarameters shown,and is for or�individual building component , l�� Apphcability of d=sign paromet_rs and proper incorporation of componeot is resPOnsibiGty of building designer-not truss designer.Bracing snown � � is tor lateral suppori of individual wec memb=rs only. Additional temporary bracing to insure stability during consirucYion is ihe responsibillity of tne �I, [y��B.�� erecior. Addiiiona��permanent braang of ihe overall s}rudur=is ihe responsibilify ot}he building d=siqnec For aeneral guidance regarding �� C R�+. fobricafion,quolity conirol,storoge,aelivery,erecfion ond orocing,consuA ANSI/TPII Quality CrNeria,DSB-84 and BCSI Building Componeni I 7777 GreenoacY.Lane.Suite 109 , Safety Information available frorc Tr�ss°iat Instiiute 781 N Lee Siree Suiie 312 Ai xandna VA 22314 ��. Citrus Heiqhts.CA.95610 � �r:�k;�.h€�e�i�r�� Lr�S�Gj�arnw��__a r��at,�`ae� �:a°�A?s9.re��°�ht�e e.��.:� c��1;:"t��;kL�� u�t�:F, �t�z��€�P��, � � � _. -__-- ------ - - _-- - _ -- --- -- --- .,ob Truss Truss Type Gcy Piy Parr Eve/Tacom2 Feoples Bw��e�osc;i R3 ' R:i4904o30 W1207UC�7 ,F1 '�GABLE '1 �� 1 �� _ ___ ___ _JobReference(optionaq The Truss Co.!7r-County Truss, Sumner WA!Euaene OR i Burlingtor WA 7.350 s Jul 18 2012 MiTek Industnes.Inc Fri Jui 27 14-34:36 2012 Page 1 ' ID:r9hNbJQBYdPmzEu?ums_ZzytqPl-rldtxqpqeXJGdVpSInUJGUaOmkORcjvXyu3niiytp8H io-s-iz -------z'�_o zza-c , ----- io-b-iz ;i-oa -----_._.-- i c a- ax4= Scale=1�.43.G fi ll _ i�., 9 I .�� rr�,\ iC �i 6.00 i 12 ' 'i � ' I �� ', � �� ' �' .I �.�� a� -I z �� '� '�. �'� � .��A �a " �� . �� , . . �� , � �� ' ' i. �'. �'�. �'�. I �. �� i a � � I �I I w I � � 2 .�� I � �, . � . � . � . � r� . .. . . �.,,r . � _ � � �. . � � � �' � ' �' '. � �� . �r�� I �` ��'��' �� - � � � � � _ � � � � �s � � i �'� �i�� _J�� - _ '�� - is T `- - ---�--5- --- � -- _ 3x6 �� 3U 28 2B 27 26 25 2< 23 22 21 2G 19 tE 1i 3x� z�-�-o ------- ----- 21_i_� �-- ---. —___ _—_—.._— --____—__ Piate Offsets(X.Y): f 1:0-2-12�0-0-9] _-----.— ——-_-.__-- - LOADING (ps� ' SPACWG 2_0_0 CSI DEFL in (loc) I/defl Ud ', PLATES GRIP TCLL 25 0 I Plates Increase 1.15 TC O.G7 I Vert(LL) 0.00 15 n/r 120 ', NiT20 185/148 TCDL 8.0 � Lumber Increase 1.15 BC �.04 I Vert(TL) 0.00 16 n/r 90 I BCLL 0.0 ' Rep Stress Incr YES WB 0.05 � Horz(TL) 0.00 15 n!a n/a BCDL _7A CodeIRC2009,�TPI2007 L_— (Matrix) — _ Weipht:1031b FT=15% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Strudural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud ' MiTek recommends that Stabilizers and required cross , eft 2x4 HF Stud ! brecing be installed during truss erection,in accordance with ' Stabilizer Installation quide i REACTIONS All bearings 21-7-0. (Ib)- Max Horz 1=-64(LC 6) Max Uplift All upiift 100 Ib or less atjoint(s)25,26,27,28,29,3Q 23.1,15,22,21,20,19,17 Max Grav All reactions 250 Ib or less atjoint(s)24,25,26,27,28,29,30,23,1,15,22,21,20, 19,i7 FORCES (Ib)-Max.Comp./Max.Ten.-Ali forces 250(Ib)or less except when shown. NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS pow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),s=e Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 4)AIl plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit beiween the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)25,26,2�,28, 29,30,23,1,15,22,21,20,19,17. 10)This truss is designed in accordance with the 20Q9 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. ,�t�l'.�'`S '� 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �,.�' �1 j r-'1� � 12)All dimensions given in feet-inches-sixteenths(FFIISS)format. �` �; F�Y � �, LOAD CASE(S) Standard �.? �* � p�: � .r^ �^u � f N!r''r<'��'�{iP�j'F`.�:*\"` �``:�: '�.S'I�t, ; t:•"„�-' '�11. Jufy 27,2012 �ap�"11I3dG-?!�-r�ta;dr:ie�r�arametG-as cvnc:FtE�11 hte°i7°�C CiiM1t�r,i75.6NI7 IArC'L U:lE�1 hAI7�}:F,�'F'�' fi�"�3'��E�7'il-?�,74�3EE`t12�'sJSE. ' �� IDesign valid tor use oNy with Miiek conneaors.Tnis design is based only upon parameters shown,and is for an individual building componeN. �il �� Appllcabiiity of d=sgn parometers and prope�,-incoroorafion of compon=nt is responsibility of building designer-not}russ design_r Bracing shown �, �, �i is for latero'.suapod of indlvidual web members only. Addltional temporary bradng fo insure stability dunno consrruction is the responsibillity of the i g�gi��t'� '� er�dor. �addiiional pzrmanent bracing o!th=overali structure Is ihe responsibility of in=building designer.For oen=ral auidance reoardina ' IKf ti � fabncation,quality control,storage,aeiivery,erecfion and bracing,consul? ANSI/TPI7 Quafity Crileria,QS&-89 and BCSI Buiiding Componenf '� 7777 Greenback Lane.Suite 109 II Satefy Information a adabl_from Truss Plate insfiiuie 781 N Lee Stree,Suite 3�Alexar ana VA 22314 �'� Civus Heights.CA.95610 I?��r,;�tlrr^ii'��n�i� � ti�,t�rtaer��..v�i� _.,�x,:�,sc:r..�,�zt,reg�rrp�hsces`,e�;��Ea,','E.93�-�L�W.. �. �pra��s�..�a��SFf�. � � - - -- _ ___ .,oc Tru==_ i russ �yae i�ry Pry Parr Eve,i acoma Feopies B�lo..13357 R3 R349G4531 W12C70Q7 ��G1 �GABLE �1 1 � �� I Job Reference(optionaq The Truss CcJ Tri-County Truss Sumner VVA/Eugene OR!Buriington WA 7.350 s Jul 18 2012 MiTek Industries.Inc. Fri Jul 27 14.34.36 2012 Pao=_1 - I D:r9hNbJQBYdPmzEu?ums_ZzytqPl-rldtxqpaeXJGdVpSInUJGUqOOk?IcjyXyu3niiytp8 H i-o o s-<_o �s-o �-s-o __.._.__1-G 0___--— 3�G --___._ 3-4-G 1-0-G � Scale="..1i.2 4x4= 3 �� i � I � � I tSx4 I�� 'i.5x4 � / \ 6.00'.12 / =� �\ �\ j � \ � I � � � / — / %�}/ II �..� t � � �„ / / � \ G ....� ....�� / � ./ / � 'i I . . � �. � � I � I r / \ 1 \ f . 'll i�� \ M m y � 5 4 � -` = � � i I �°� � .�T _ .__._—_ \ \ � i.5x. I 6 �.Sx< �'.� I�—� \\ \� �i. ��. 1.5x< �� , �. I � \ ��xt—� 3xd_ � --0 G '_ _"—'_ _ ._—____'"—__ 6'8 0 � 31_� -- _3�_0— , _—__—_—_--_____---_ _--___.—___ ..._.__—_.__ --._._.__.____. ____'___—_.__"___—__-- I , -- .. LOADING (ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25 0 ', Plates Increase i.15 I� TC 0.12 Vert(LL) -0 00 2-6 >999 360 ' MT20 185/148 TCDL 8A Lumber Increase 1.15 � BC 0.�9 � Vert(TL) -0 01 2-6 >999 24D BCLL 0.0 " � Rep Stress Incr YES � WB 0.04 � Horz(TL) Q.00 4 n/a Na � BCDL 7A ', Code IRC2009,iTP12007 (Matrix) Weight:23 Ib FT=16% -----------_ �------ � — ------------ — - LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross OTHERS 2x4 HF Stud bracing be installed during truss erection,in accordance with _Stabilizer Installationguide. _' REACTIONS (Ib/size) 2=329/0-5-8 (min.0-1-8),4=329/0-5-8 (min.0-1-8) Max Horz 2=25(LC 5) Max Uplift 2=-60(LC 5),4=-60(LC 6) FORCES (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-288/11,3-4=-288/11 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B,enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the piane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building d=signer as per ANSI/TPI 1-2002. 4)Gable studs spaced at 1-4-D oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide m=chanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502 11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE{S) Standard ��S M.�� = .�� ` , i-��'�� f . r�:� �,,. /r ,� !. 1'.r r;�� 1 �;� J� �F �r �t}=� 6 �`.� �'.!�, f{%1.'�Tl s._ �`.�. '�.S'!�)'�':1,L ti''`�', July 27,2Q12 i €�d�9Fs"_t3tl(ING-ti e�rY;��d�,sqn gr v-eam��rs meu-�f�}IsCi`t€�`C C3Il T137u'Ada$�INt"L E1I2�?dk�7"�,`F�.�'Er�"F.€'�ti�a"�I'BCiEiltl'i1 7�7<I�k'�)i:�g3t":�. I �� i ��.. Desiar valid for use only witn M7ek connecloR.Tnis aesign is based only upon parameters shown,and is for an individual builaing componen!. �i, �e � � Appiicobility of d=sign parameiers and proper incorporaiior�of componeni is res�nsibiliry of building designe�-not truss d=signer.Bracina shown � , is for laterol supoor}of lndividual web mambers only. Additlonal temoorary brocing fo Insure sto�ility during constr�ction Is tne responsibillity ot the 'i ��g�� er=ctor. Addifional p=rmanenl bracing of}he overall structure is ihe r=sponsibilify o`}ne building desianer.For aenerol guidance reaardino ��, 1 ; fo5rimt on.quality conirol storage deiivery,eredion ond brocirg consul? ANSI/TPI7 Quahty Crffena DSB•89 and BCSI Buifding Component �' 7777 Gre=noack Lane,Suite 109 Saiety Informafion avoilable trom Truss Plote Inshtufe,78 N Lee Street Sune 31�Aiexandna VA 22314. �� Citrus Heights.CF.95E10 �_ 1 su�;he�i -rrr�t� u^S�vl�m,�r r��.�es¢*r��,�e se ��rr-�.s,ue,�ar�'t�r��e�;�c�x�tsn�.`��i 2��;x!5��., �r�c,��e:��-h,�:SF�S�, � � i _ - -_ - --- ---___ ___ �ot� Truss 7russ�ype ��cy Pry Parr Eve,�acoma Peopies Buiideri335� R3 R349D4532 W12G7007 'G2 !Common Truss ,2 1 ' Job Reference(optional) _ ----- ---- — —__- ------ ---- --- The Truss i;oJ Tn-�ounty Truss, Sumner WA%Euoene OR!Burlington WA ?.350 s Jul 18 2012 NiTek fndustries,Inc. Fri Jul 27 14:34:37 2012 Page i ' IG:r9hNbJ�BYdPmzEu?ums_ZzytqPl-JxBF99qJPrS7FfGerU?Ypi�'YC7K?LACqBYoLF8ytp8G . _�_�_� _� ,,c D __.___._- 6-4-B _—t_G_.��._ , .—_ - "a 4 0- 3_0_B --__. 4xc= Scale=t.171 I i� \ I I I `�� I / � �� ' � � 6.00112 � � \ �� \ \ /� �I / / \\ � i i � 4 : � i �� ; j � �� .�, I z � _ \, � , -- ` ---i' '`�l � � , , o ; �, � , �T-- - -- ----- � , -- ; ' s � ' ��,\ i s.a � sxC= 3x4= 3-4-0 61-8 3-4-0 3-G-8 LO,yDING (ps� SPACING 2-0-0 II CSI ' DEFL in (Ix) i/defl L!d I PLATES GRIP TCLL 25.0 Plates Increase 1.15 I TC 0.16 Vert(LL) -C 00 2-5 >999 350 i MT20 185;148 TCDL 8A Lumber Increase 1.�5 j BC 0.09 Vert(TL) -0 01 2-5 >999 240 BCLL OA ' Rep Stress Incr YES �� WB 0.04 Horz(TL) 0.00 4 n!a n!a ! BCDL 7 0 Code IRC2009/TPI2007 , (Matrix) ' ', Weight: 19 Ib FT=?6% ' ---- ' —- -------.- --__.. LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT:,HORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross , bracing be installed during truss erection,in accordance with _Stabilizer Installation guide. __________ ' REACTIONS (ib/size) 4=240/Mechanical,2=329/0-3-5 (min.0-1-8) Max Horz 2=32(LC 5) Max Uplift 4=-20(LC 6),2=-58(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-301/19,3-4=-288/13 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wmd:ASCE 7-D5;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.�0.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard „�'l~.� S. ,�, , ��, �f. '4` �j�' t:��t �. �- ��\.,� �,-._ �f..l � i�k . � �� f �.. r��' `��{;fi��l`��-� /,�� f� �� .5/�j?e r�.1�� July 27,2012 i ��XQ7dG-i mg�ci�eqn p¢rmneters cmd�C�AD A477'�C C�N 77.`IS.&R?��INd'I,tllisd+I�E+?Eff�E"�"R�hT��P�trE I�il T4 t3�&`(1}�tIS�. � ii D°sion valid for use only wiih Miiek conneciors.This design is bas=d onty upor porometers snown,anc is for an indrviduai buil�ing component. �'�, I I Appllcability of aesgn parameters and proper incorporation of componeni Is responsibiliiy of building desiqner-no1 truss designer.Bracing shown ' ' ' is ior laieral su000rt of individual web members only. Addlfional iemporary bracinq to insure siability durino consiruction is ine responsibilli}y ot fhe �, gy�y6��s• I erecior- Additlonai permanent bracing o'tne overall structure ls the responsioility of ine building designer.Por aeneral auldance regarding � it!i t6. � febrication,q�ality control,storage,delivery,erection and bracing,consuA ANSI/TPIt Quality Criferie,DSB-89 and BCSI Building Component � I 7777 Greenback Lane,Suite 1�5 � Safefy Information avoilable trom Truss°late Institui 781 N Lee Sireet Suite 312 Alexandna VA 2231G ' Citrus Heiqhis,CA,95610 R€��zh�7��nae�°E,�a�S� arn„��.��.atr.N�� #�„�€�_.��,€�, c�r��esE=e��.e2c,.��,��nL�iv ��.��1b�3��, �I __ _ - - -- - -- ---- -- ____ _____ _ _. _.---- -- -__ _- _ --- --- _ __- �oo Truss i russ Typa �Qry ��iy Parr Eve/i acoma Peopies Builo..r�;35i R3 ' ' ' R34904r35 1Ni2070"v7 JA1 iJack-Open Truss 12 1 _ ___ ' � _ Job Reference(optional) � Tne?russ CoJ Tri-County Truss, Sumner WA i Eugene OR/Burlington WA ?.350 s Jul 18 2012 MiTek IndusVies,Inc. Fri Ju!27 14.'s4.3E 20?2 Pao� ' I D:r9hNbJQ8Yd Pmzcu?u ms_Zrytq PI-n 7kdMV rxASa_tpzq PCXn MvwkiXcR4d8q�CYu nbytp8 F i-o-c i-i,-�� e o o__. r-- -o-o vii-�� — ----- 4_G�, ------ — s�a�_-..�i � �, 600112 / /,�'� j 4�'�. 2 j.// / I�� // h�/ ' ; I ': . / . . . .i \ � ' _"_'_ i . . 1— � IT I' S JU524 6 JU524 4 / I � �� I � JXL= 1-10-9 1-11-11 6-0-0 �. 1-10-9 0-1-2 —._______._-- --.— 4 0 5 . —_..____.._.—_—.__— ._____._____. ____-___ ___ ______.._:___ LO�DING (Ps� SPACWG 2-0-0 , CSI �, DEFL in (loc) Udefl Ud PLATES GRIP TCLL 25 0 Plates Increase 1.15 ' TC 0 11 i Vert(LL) -0.07 2-4 >999 360 MT20 185/148 TCDL 8 0 '� Lumber Increase 1.15 BC 0.33 Vert(TL) -0.14 2-4 >494 240 � BCLL 0 0 ' Rep Stress Incr NO WB 0 00 Horz(TL) -0.00 3 n/a n!a ' BC�L 7A Code IRC20Q9/TPI2007 ' (Matrix) , Weight:�1 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 HF Na2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross ,i bracing be installed during truss erection,in accordance with Stabilizer Installation auide. REACTIONS Qb/size) 3=26/Mechanical,2=206/0-5-8 (min.0-1-8),4=40/Mechanical Max Horz 2=45(LC 5) Max Uplift 3=-10(LC 6),2=-34(LC 5) Max Grav 3=26(LC 1),2=206(LC 1),4=96(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (11) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;endosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5;Provide mechanicai connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This iruss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)JA24(1 ply 2x4 HF) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �,hl-�` 7�:ryr 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 -,"��""� `'f' Uniform Loads(pl� �'' � ,?'��` '� Vert:1-3=-66,2-4=-14 �� , `,i� Concentrated Loads pb) r' Vert.5=0(B)6=0(B) #— � � �"� �. ` ��, r�, ,.. �E)�T, ti. '�f„ '��•P�I,F:t��' ��. , `S•$`tft.�:1 i..�"�`� July 27,2012 I 6Y'�i':sYF.�Er-C�'�-ri{_a,+d�::c�ra g>�ar-ranct�cuau k'�9dT NCiT.�C C3N�15�#sx��INC'1,[JZ3�}#ffi�.�dc�;�'�Td("E FA�v ATII?4 f.E3EFCiPE U�. I �� Desiqr.valid for use only wdh M7ek connectors.Tnis d=sign is baseo only upon parameters shown,anc is for an individual building componeM. I Applicobiliry of d=sign parometers and aroper incorporaiion of component is responsibility of building desianei-not iruss desianec Brocina shown '� i is for laterai supaorf of individual web members only. Addiiional iemporary brxing to insure stability during consirudlon is fhe responsibillity o`}he �� g� t� �I erector.Addifional permaneni bracing of ine overall strucfure is the responsibility of fhe building deslgner.For general guidance regarding �� iY1��6i�. faoncotion,quality control,storoge delivery erection ond brocing onsuli ANSI/TPII Quolity Cnteno,DSB-69 and BC51 Buifding Componenf � 7777 Greenback Lane,Suite 109 Safefy Iniormation available rrom Truss°late Insiitute 781 N L e Snee Suite 312 Alexandna VA 22314 ' Citrus Hei Ms.CA.95610 1 �cr;::he°77rfrre.r4�c�rSF°r�1<am��r:�a.��ai,.,� ::� A..s:€sa:�,�s(,.es�r�:l.�ee�._„r.i rt5:<:�iv5.,?,rFL'�=�� .��e��p�I,FS�1�. � 9 - .. ., --- --- --- -__ __ �Job Tn,ss Truss Type �Gty IPIy Parr Ev�/Tacoma P�oples Builderl335'P.3 R34904535 W12070Gr JA2 Jack-Qpen Truss 12 1 � � ��Job Reference(optional) Tn�Truss Cc.'Tr-County Truss, Sumner WA;Eugene OR%Buriinqton\NP, 7.350 s Jul 18 2012 Mi i ek Industrie=_,Inc. Fri Jul 27 14.34:44 2012 Page 1 ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-cH6udZvil_K7bkQ_mSdBbfWkuygFULdioB?D_Eytp89 -�e° _ -�-_' — --- -- 6-0-0 —. � �-o-o � �a�-i^, �-os s�a�e=,�,;, � � M��', i "�I �� _, s�o a2 %� � i � �-� �/ ! � i � I � 2 i -- I i \ � / ` /I � -_. __— _—. _. .— . -o' ' j ../ \�,� __'_ _____ _' _' —_ 4 _._1 IIO � / r ✓,. �I ��, 3-10-E 3-1�7,11 6-0-0 _ �.—___ _.._ _... --__ __.__ _ — 3-10-5 0-1-2 2-0-5 LOADING (ps� , SPACING 2-0-0 CSI � DEFL in (loc) I/defl L/d ' PLATES GRIP TCLL 25 0 Plates Increase t15 , TC 0.19 ' Vert(LL) -0 07 2-4 >999 360 MT20 185/148 TCDL S-0 Lumber Increase 1.15 BC 0.30 Vert(TL) -Q14 2-4 >487 240 , BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na n!a I BCDL 7A Code IRC2009/TPI2007 (Matrix) ' Weight: 14 Ib FT=16% LUMBER -- -- ---- BRACING ----- -- TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross , I bracing be installed during truss erection,in accordance with III I Stabilizer Installation guide. _ REACTIONS Qblsize) 3=108/Mechanical,2=256/0-5-8 (min.0-1-8),4=40/Mechanical Max Horz 2=73(LC 5) Max Uplift 3=-41(LC 5),2=-37(LC 5) Max Grav 3=108(LC 1),2=256(LC 1),4=97(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;endosed,MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live Ioad nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Memb=r end fixity model was used m the analysis and design of this truss. 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ,��;�s. rr,�. ��' �, ;�.�, �.- _ ��r �- f��` +f^. �� ,r� J p° , �� (� /j) � l 7 F > ', � / , � '1 '�.' fJ/f,, �f f il G j°E:�-r`� ,��' �`�,S'j��R':'�L��=�`�> July 27,2012 ! -- ' 6f?�.f{�(£h?T't-�er•a�dz�:�n�rzu-crrxrete.rs crn�'}�!f,'di7lrK"t�.0 tiN T�#iS�ti?�i�t'LUt)E£�N7f'T�K 3s"E:�'EiitER?(JE Y,�+E Cd7'i�-747�I#EPt3.2E tfa�. e_- i I Design volid for use only wifh Miiek connectoR.Tnis aesiqn Is basea oNy upon parameters shown,an i tor an individual building component. �,, Appilcability of desi�n paramefea and proper incorporarion o�wmponent is responsibility of building designe�-noi iruss desgner.Brocing shown �i is for laleral support ot individual web members oniy. Additional iemoorary bracing to insure stability during construcfion Is ihe responsibillity o:ine i ��p��`e- erector. Addltional permanent bradng of ihe overall structure Is the responsibility o'ihe building deslaner.for general guidance regarding j Ilfi t§. ' fobncaiion,quality conirol,st raae,delivery,erecfion ond brocing onsult ANSI/TPI1 Qualily CrNena DSB•89 and BCSI Budding Component ��. 7777�reenback:ane,Suite 109 I Safety Information available from Truss Piat Institute 781 N Le=_Stre Suite 3 2 AI xandna VA 22314 ��. Citrus Heignis,CA.95510 -- L i,i c,�:t�e°i7�nrr iSv c��5Pa; srii:er ss .3�_s.ie:l,i�i +�es,Et�€=.�y€,�� ar?�`i.4.e�;,:N^ �CSO d<:�'C�1�,�+L�r�. i�.vi�=:se.Gr=Sri6'. - ----- - - -------- ------ - - --- �ob ��Truss Truss Type Clty �Piy � Parr Evei�G,.oma Peoples Builder�,;3Ei P.3 R3G904o37 VN12070C+7 JA3 Jack-Open Truss i 1 ' __ _ ___ JobReference(optional�___ ____ ' The Truss Co.!Tri-County Truss, Sumner WA/Euoene OR!Burlinqion WA 7.350 s Jui 18 2012��iTek Industnes Inc Fri Jul 27 14:34 47 2012 Paqe 1 ' ID r9hNbJQBYdPmzEu?ums_ZzytqPl-0sn 1 Faya2viiSB9ZP.bnuDpo9�9iyhiN9U6EtbZytp86 -t-0-0 . _�� ._____—�—�__. 6-¢,i2 �._____—_ —____.___.______________..__. � 1-0-0 �� 6-0-0 0-G-12 Scale=1 23 4 � 4 / �' /' j � � I // ��,� 6.0��.12 / i / / m i / j � .rv / // / I'/ Iyr . //�——_— —----_'_"'_'—_,�Y� �� . �� / �,....'!�� 3x4= 6-0-0 6-0-0 LOADWG (ps� � SPACING 2-0-0 � CSI �i DEPL in (loc) Ildefl Ud �i PLATES GRIP TCLL 25.0 Plates Increase 1.15 j TC C.57 I Vert(LL) -0.07 2-5 >999 350 i MT20 185/148 T�DL 8.0 Lumber Increase i.15 I� BC 0.30 Vert(TL) -0.14 2-5 >4S7 240 , BCLL 0 0 ' Rep Stress Incr YES ' WB 0.00 Horz(TL) -0.00 3 n/a n/a ' BCDL 7A I Code IRC2009,'TPI2007 (Matrix) , '� Weight: 10 Ib FT=16°/ — —y-- — -------- ------- LUMBER BRACING TO?CHORD 2x4 HF No2 TOP CHORD Structural wood sheathino directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-Q-0 oc bracing. ' MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with , Stabilizer Installa5on guide. ________; REACTIONS (Ib/size) 2=318/0-5-8 (min.0-1-8),5=40/Mechanical,3=182/Mechanical Max Horz 2=102(LC 5) Max Uplift 2=-45(LC 5),3=-71(LC 5) Max Grav 2=318(LC 1),5=97(LC 2),3=182(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end verticai left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a re�angle 3-6-0 tall by 2-0-�wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8;All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �,ahl:St S. ;�, , ,^�' f '"*�� :�,�� t� l- f~ d �•��.,,. a'�s., � �� ry,. � � fr -�y �-� .,.: '',�,. �{Jt51'l��l'. �,;. �.S`•�'�"`.�''�t_�� . ,g�.�1,'l.�'�l,��. July 27,2012 4i?.�F"I�NG-Uerrp�+d�cse�n��r-rmzc:ers cua��.'E'.ffiIJ IiN��7'i;S CeIJ i tiXS�N�.3INC'bCTI?5Li�vFI7'F:.�s`�"`i�;Iti::ti�t"„��'.At��:kY"il-T+S78 d3EF�i12c IJ�"�=. �� '� Desigr valid for use only witn Miiek connecrors.Thls design is based only upon par�m=lers snown,ana is for an individual building compon=nt �I, I Aoplicabiiity of d=sigr,porometers and orop=•incorporoiion ot componer.t is r=_sporsibility o(building designer-not}r�ss designer.Bracing shown 'i � is for loierai support of individual web membe¢oniy. Addi}ional iemporary bracina to insure stability dunng consirucilon is ihe resoonsiblllity o`.}he ,. �E��`_� ; erecior. Addifion�i permaneM brocing of ine overal!siructure i:the responsibility of ihe buildina designer.For general guidance reaarding I }� ' fabncotior quality coniroL storage,deiivery e.ecfion and brocing consuA ANSI/TPII Quality CrBena DSB-89 and BCSI Building Componeni � 7777 Grzenback Lane,Suite 109 � Safefy Information available from Truss Plate institut 781 N Lee Sire 1 Suite 312 Alexandna VA 22314 Citrus Nel hts,CA 95610 {�;�nv.lr��n�a��t�v c�°�5�1,ar71��r€s a.?�.o.i-�a,� ,,s��rs�.a€,.e�ars:F s..�es,�3��t�fr„��{� �sy��L��^ I��rer-s��tsa SF€�. g — Job Truss �r,,ss ��pe ��ty �iy �� Parr Eve�acoma P�oples Bu�loeri3357 R3 R34904c38 �'i20?007 JA4 Jack-Open Truss 1 1 ' __ ____ ______ I Job Referonce ootional ------------------- -------------�-- ) Tne Truss Co.i Tri-County Truss Sumner WA!Eugene OR r Burlington WH 7.35G s Jul 18 2012 Miiek Industries,Inc �ri Ju,27 14:34 48 2012 Page 1 ' I D:r9h NbJQ8Yd?mzc u?u ms_Zzytq P I-U3LPTwzC pDqZ3Lji?I i 7mOKJ1hZ2AQ9cI�mzQ80y[p85 -1-0-0 6-0-C S-D-12 ' i-G-G 6-D-0 2A-12 Scale=t 25 4 C I� � ,1' c � I � / � � II / -/ � �� s.00 i2 � �� i I � / � m�' i �. < % - 'm ,- �� _ ! %' iM � % � � � � i � / I / l i 2 , � -'-' � 'i � i i d --��-- I d i . -�"� : /I —___— �� / x 3x4� 6 6-0-0 — _ 6_0_0 --.______._____, LOADING (ps� ', SPRCING 2-0-0 I CSI DEFL ir (loc) Udefl Ud PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 TC 0.60 ' Vert(LL) -Q.07 2-6 >999 360 MT20 185/148 TCDL 8.0 , Lumberincreas= 1.i5 BC 0.30 Vert(TL) -0.14 2-6 >487 240 BCLL 0.0 ' , Rep Stress Incr YES , WB 0.00 ', Horz(TL) -Q.00 4 nra n!a BCDL 7A Code IRC2009/TP12007 I (Matrix) Weight:19 Ib FT=16°/ LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ' MiTek recommends that Stabilizers and required cross ! bracing be installed during truss erection,in accordance with ' ' Stabilizer Installation quide. _ REACTIONS All bearings Mechanical except Qt=length)2=0-5-8,3=D-1-8. Qb)- Max Ho2 2=130(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)2,3,4 Max Grav All reactions 250 Ib or less at joint(s)6,3,4 except 2=322(LC 1) FORCES Qb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wnd'ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf, h=25ft;Cat.II;Exp B;enciosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide will fit betweer the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,4. 7)Beveled piate or shim required to provide full bearing surtace with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802 10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��hl.h' $. ��'J ��t Sf- �,��- f~`�� .-.\ � K�k, � .+'�„ ��i "t. � 'y ^4: �r'��`f �`�-�1S i F°�� ,��,� -,.S,S/�t'L,11.�``�, Jufy 27,2012 � �,Ed'9�".1�PIU &zrs,fit etreie�n,}�ar-mnet�rs can�''kEBIJ AiC"i7'ES C#N 7537�'Atx��INCLfl3L��il i�Cl"��K fi��'"�°"NC,�I'�C�?�;J1i1-747L?&�I'C1�d7.4,�. �� ' D>sion valid for use only with MiTek conneciors.Tnls design Is basea only upon oarameters shown,ana is for on ind�wdual building componeni. �� I i Applicabiiity of d=sign parometers and oroper incorporoiion of component is responsibility of building designer-not iruss d=siqnec Bra=ing shown � � is for latera!supoort of individual web members oniy. Aaditional temporary bracing to insu�e staoilitv during consfruciion is ihe responsibillity of ihe � p�'{ g� � erector. Additionai permaneni bracino of tne overall structure is ihe respor.sibility of ine buildlna d=5igner.For general guidance roaardinq ' iY�E S�1q,�� i faoncatlon,quality control,storage,a�iivery,erecfion ond bracins,consuY ANSI/TPII Qunlity Crfteria,DSB•89 and BCSI Building Component ��. Safety Intormation avoiloble from iruss?I�te Instrtuie 781 N Lee Siree Surte 312 Ai xandna VA 223i4 , 7777 Greenback Lane.Suite 109 )'�iIIEi.li�;f1'"!#)2[�"D`�F'�j 3t74��E 6�a�..eTi,;�.r"i��BSRr,6f#°ru'.,IP�e7Pi?:R'_SN C.182,t re f i'f5�°;�C`I�3 t�LS�4 ; Citrus HeigMs.CA,°5610 �-- — — r W;�G'�rgs�i�^SF€�i. � _ __- ____ ___.y. _ _ - _---- -_ - G p -p— — -- --_ _ _ Jnb i russ Truss T oe �rv Piv Pa�r tv2/T2COm� eo ie5 Builderi33�7 P.3 R34904639 'W12070(�7 JA5 ,Ja:;k-Open Truss ? i 'Job Reference o fional — -- — —�P�------ The 7russ Co.;Tn-County Truss. Sumner WS;Eugene OR i Burlington WA ?.35D s Jul 18 2C12 MiTek Industnes..Inc Fri Jul 27 14:34:48 2012 Page 1 ' IC:r9hNbJQEYdomzEu?ums_ZzytqPl-U3LPTwzCpDqZ3Ljl?G7mOKJWZ2AQScIjmzQ80ytp85 � -t-0-0 6-D-0_ _____.._____—'— 100?� ,.__.____�—._'_______—'_--_'----.— —__ ' 1-G-0 � 6-0-0 ' 4-G-i2 5caie=135A ,..��5,�� o �. � �� 4 ..-'"/= , �'. 6.00',12 / � . 3 '�,. /��` /� ��i . % �� // "� Im � /� / v j / � i / / I �� Z � / �� i /� ---_._"_L: � 'l�'/��.../� — _ 3x4= 6-0-0 6-0-G LOADING (�sf; SPACING 2-0-0 I CSI � DEFL in Qoc) I/defl Ud PLATES GRIP TCLL 25.G Plates Increase 1.15 I TC 0.60 � Vert(LL) -0.07 2-7 >999 360 MT20 185/148 TCDL 8.G Lumber Increase 1.15 BC 0.30 Vert(TL) -G.14 2-7 >4fi7 240 BCLL G.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0 00 5 nra nla BCDL 7A Code IRC2009/TPI2007 Matrix — ' Weight:22 Ib FT=16% � ) LUMBER BRACING TOP CHORD 2x4 HF Ne2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BGT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. MITek recommends that Stabilizers and required cross , bracing be installed during truss erection,in accordance with ' Stabilizer Installation auide. REACTIONS All bearings Mechanical except Qt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=157(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)2,3,4,5 Max Grav All reactions 250 Ib or less atjoint(s)7,3,4,5 except 2=322(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,4,5. 7)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)3,4. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFUSS)format LOAD CASE(S) Standard �,,�t,R .. .�.�'�.�f �r' ��s��,�� 1- � �- /j�`'� `�t, -� z'�� f '�� / -v N,. �� la��r� �� :; ��'�. 'r�{J1'�T`��'',% �. ° 5.�,� ��i. � �1i�:^�t.�-' July 27,2012 �'�F 1�R�C�-i:'e-r�fi}��iqn g>ur;�€nzs�tsrs ta�u'Jt,�9d3 Nt=i��c C)Fd 7�CI:i nFt��d�`�'LlI�FI�M77'�°It F2�'�ft�ls��`;�Y'.AB��9'iI-7�'i��F'C�HE U:3E. �� I,I Desian volid for use only witn MiTek conneciors.Tnis design is basea only upon parometers shown,and is for an indiwdual building componeni. '� � I Appllcobility of desigr par�meters and proper incorporation of component is resoonsibilliy of building designer-not fruss designer.Brocinn shown � I is for laierol suoporl of indlvldual web member,oniy. Addliionai tempo�ary bracing to Insure stobility audng construction is the responsibillity of the � g �, erector. Aadifional permaneM bracing of tne overall s}ructure 75 ihe resoonsibility of the building deslgner_For general guidance regarding �'i �E t�� I j fobncation,qualify controL storage.defivery,erection and orocing,consul` ANSIRPII Qua6ty CrNeria,DSB-89 and BCSI Bullding Component �� 7777 Greenoack Lane.Suite 109 I '� Safety tnformation avauable from Truss Plate Insidui ,781 N Lee Str et Suite 3� 41Axanana VA 2314 � . � � � � . F 4 � � � Citrus Heighis GA,°So70 � �t�o�ttip:�r-�ae- 5��r�5��1.�rn��r�°�<�w_o.i��,'�t� s.�€r��e� �ar�€r :v��a,u�� e.�.�..:.`; a;�L�� 3°sr��z�P i�; SF€P, - ---- -- - __ --- ---- _ - ,iob iruss Truss Type ��y aiy Parr Eve/�acom2?eopies Builo..r!.3�7 R3 R34904640 W120'00�° JA6 Jack-Open Truss 1 1 ' ' Job Reference(optional) The Truss Go.i Tr-County Truss. Sumner WA/Eugene OR/Burlington WA 7.350 s Jul 18 2012 MiTek Industries,Inc. =ri Jul 2%i4.34:49 2012 Paoe 1 ' ID:r9hNbJQEYdPmzEu?ums_Zzytq°I-yFvngGzqaXyQhVIyY?DMIEtUGzOP9csRvCtjzgSytp84 -�-o-o B e o - - -_ i^-aiz -_ �_o_p , -�� s-o-iz s�aiE=i a i a �� o . � s :.'"'��'-'� ' � � ,� � �� s oo�z � � � � � 3 � m. i � y � m m % � f �j / / / � J �f ol 1 � �-- _— _Y� _ / �_— � 3xa= P 6-0-C 60G _- _ - . .__ _.. —. .__— -_'_ - __ __ _' - __ _. -�--_ -__ -_ LORDING (ps� SPACING 2-0-0 �, CSI DEFL in Qoc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 ' TC 0.60 Vert(LL) -0.07 2-8 >999 360 MT20 185/148 T�DL 8.0 Lumber Increase 1.15 i BC 0.30 , Vert(TL) -0.14 2-8 >487 240 BCLL 0.0 * ' Rep Stress Incr YES WB 0.00 I Horz(TL) -0.00 6 n/a n/a BCDL 7.0 Code IRC2009/TP12007 ' (Matrixl '�� Weight 24 Ib FT=16% —_ --- -- - - — -- --- - LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. ! MiTek recommends that Stabilizers and required cross I� ' bracing be installed during truss erection,in accordance with I Stabilizer Installation quide. _ ____ REACTIONS All bearings 0-�-8 except Qt=length)2=D-5-8,8=Mechanical;6=Mecnanical. (Ib)- Max Horz 2=185(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)2,3,4,5,6 Max Grav All reactions 250 Ib or less atjoint(s)8,3,4,5.6 except 2=322(LC 1) FORCES (Ib)-Max.Comp./Max Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wind ASCE 7-05;85mph,TCDL=4.8psf;BCDL=42psf,h=25ft;Cat.II;Exp B enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3;'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 DO Ib uplift at joint(s)2,3,4,5,6. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.1 t1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �l:k 5. T��; ,+,t' 1' � Jr �.} ��, � � �� I� �' �r, � � � �� '" `\/ ' y -, �o �r'".��,S�{`{;I CT C:��`,��,��; ` .S`/{�j h.'�l.��-i July 27,2012 ! �d�iNlf�fC-C�ra zg-��dr�ezqn�r�armmct�zs tarad�`£iflll Nt?T�.0 CtN 77#S��',At<7�)dNL'LlIZ?�fE�kff7'�K�Ff:7z.�r.'tx�'f"�F;ACrE h7a1-?w*i`:�'E�`C�fZ�€t�E`. �•� Desian valid to�use oniy wiih Miiek connectors.Tnis design is based only upon pa�ameters shown,and is for an individual builaing component. I Appiicability ot design parameters and proper incorporaiion of componenf is r>sponsibility of building designer-not truss designec Bracing snown �i i is for laterdi support of individuat we�memb=rs only. Aqdiiional 1=mporary brocin�to insure stability durina consirudion is the resoonsibillity oi ihe �� ^�� erecior. Additionai permanent bracing oi ihe overall structure is the responsi5ility o"r ihe building designer.For general guidance regardina . B I � fabncaiion,quality conirol,storoge,delivery,=rection and bracin�,consult ANSI/TPI7 Quality CrNeria,�SB-89 and BCSI Building Component 7777 Greenoack Lane,Suite 109 ISafeiy Information available from Truss Plate i�stitute.781 N Lee Stree,Suite 312 Aiexandna VH 22314 Citrus Heights,CA,°5610 �� i f''a�,:�'.I•ie�i7�h7erc3Gr:SG�+i �n�;.�eri� ,��.�rie1:.7 �,._:+�r:=.s.ae-�€�nt��seeF;erl�eE'�i6t�(.9,,�,r+L:�=u�. f't,�,:iest�sSFE'E, I - -- -_---- --- _ _ ___ __ Job Truss 7russ ryoe Qty ��Ply Pa?Ev2lTacomB PeOples Builqe�;�35!n3 R34904541 VV120?OQ7 JA7 Jack-0pen Truss 1 1 ____________ Job Reference�tional) ---------------------- ----- . The Truss Co.!Tri-County Truss: Sumner W4/Eugene OR i Burlingtor WN 7.350 s Jul 18 2012 MiTek Industries Inc. �ri Jul 27 14:34:49 2012 Page 1 ' I D:r9h NbJQ8YdPmzEu?u ms_Zzytq PI-yFvngGzqaXyQ hV IyY?DM I EtUGzOP9csRyQjzg Syip84 i-o-o s-o-c - - �a-o-�z 'S_0-0 6-G-G —��.� 8-0-;2 � Soa�==i.a's 7 8 II � c i ie�/` / % %/ ° I 600,12 �"/ I q 4 g/ / h / �� I I � I / �I �i . ' z '�-- —__'—'�., o �� 3xd = S 6-0-G 6-D-0 LOADING (ps� ' SPACING 2-0-D ', CSI ', DEFL in Qoc) I/defl Ud ', PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 I Vert(LL) -0.07 2-9 >999 360 I MT20 185/148 TCDL 8.0 ' Lumber Increase 1.15 �, BC 0-30 'I Vert(TL) -0.14 2-9 >487 240 BCLL O.D " Rep Stress Incr YES WB Q.OD �� Horz(TL) -0.00 7 n/a n!a BCDL 7.0 Code IRC2009/TPi2007 ', (Matrix) I Weight 27 Ib FT=16% ---------- I -.-_ ------------- — LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross ' bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,9=MechanicaL 7=Mechanical. (Ib)- Max Horz 2=213(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)3,4,5,6,7 Max Grav All reactions 250 Ib or less atjoint(s)9;3,4,5,6,7 except 2=322(LC 1) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wnd:ASCE 7-05;85mph.TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=�.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,5,6,7. 7)Beveled plate or shim required to provide fuil bearing surtace with truss chord at joint(s)3,4,5,6. 8)This truss is designed in accordance with the 2009 International Residentiat Code sections R502.11.1 and R802 10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixiry model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format LOAD CASE(S) Standard ',.�t�� S. '' , ��,� - �� '�`' �'-rI�``' `�� ,�^.�' ��-f,. 1;;;: ;t- � :r �,� f i_ � � �`{)� 6 �; � r'r"��,�,, �t{it;:�(.t_�, ,�=—� `S•�`l�t.'i':1 L 1=''�t> July 27,2012 GG'EtF`,NFNCf-1Ferz�r,rdr:iym�var-ea��.ers ma4'ts�IF Ni`)7°ES Crih3 z"�I7S�ta?��IN�'Lt7L)�?MI'�If�c'_�:3'�^.�"Td.'.'�I'��f°i7.�<B+'��Ei C3}�g€1S�'. �� ! D=sign valid Sor use only wiih Miiek conneciors.This design is based only upon parameters snown,and is for on indiwdual builainq component. �. I . Appllcabifty of design parameters and proper incorpora}ion of componen}is resoonslbllity of building deslgner-noi truss designer.Bracina snown � �� I ' is tor laieral support of indlvldual wee members only-Addiflonal temporary brocing io Insure staoility during consiructlon i>tne responsibillity of ihe � �p� g� ; eredor. Additlonal permanenl bracing of the overall structure is fhe responsioility o`tne building deslgner.ror general guldance reaarding ��. E1FI��C4.. faoncation,quality onirol,storage oeiivery ereciion and biocmg onsul� ANSIRPII Quahty Croena,DSB-89 and BCSI Buifding Component ?777 Greenback Lane.Suite 109 '� Satety InFormaTion a ailable frorr Truss Plate instirute 781 N Lee Sire ,Suite 312 Aiexandna VA 2 314 � I j - � . �,, Citrus Heigh�a CA:95010 � P a�;€the�7wir�et� c� ��_� an� .:�zs�-��Wat�i„�.��e ,e<crr�=a�oue��r�4l.ee�..,�.: r.��F9:�c�2 n��t�c��:��as �t��S�`r�. _ I �oo Truss Truss i ype �iy Pi� �arr Eve,i acomG P�cpies Builde�/3357 R3 R34904042 ',W�2u70�7 JA8 Ja�k-Open Truss 1 1 _ ___ ___ _ Job Reference(optiona�_ _ The Truss CoJ Tri-�ounty Truss, Sumner WA!Eugene OR/Burlington 1NA ,'.350 s Jul 18 20�2 MiTek Industnes,Inc Fri Jul 27 1434:50 2012 Page 1 � ID:r9hNbJQBYd?mzcu?ums_ZzytqPl-�RT9tc_SLq4HJft86jkbrRP`?Njeu36bA3SXCuytpS3 �1 G 0�' 6 0 0 ______—___—_. 16-D_72 _ . �'I-0-0� 6-0-0 1D-0-i2 ' Scalr=1:51� �P{ / 1� � � — i ,,..�.-.�" .o .. 6 �� /� I 8_OO I12 � II // I m � ' /� � � �i I � /// 2 �/�/ .o. 1 .',.��__— _ � � 3xa= 9 s-e-o — s-o-o ---------------------- — --------------- - LOADWG (ps� SPACING 2-0-0 II CSI I DEFL in (I�c) i/defl Lid I� PLATES GRIP TCLL 25.0 Plates Increase 1.i 5 I TC 0.60 Vert(LL) -0.07 2-9 >999 360 �, MT20 185/148 TCDL 8.0 Lumber Increase 1.i 5 , BC 0.30 Vert(TL) -0.14 2-9 >487 240 I BCLL OA ' Rep Stress Incr YES �i WB 0.00 Horz(TL) -0.00 7 n/a n/a I BCDL 7A Code IRC2009/TPI2007 li (Matrix) ', Weight:29 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheatning directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. MiTek recommends that Stabilizers and required cross I bracing be instalfed during truss erection,in accordance with � _Stabilizer Installation�c uide. ___�I REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,9=Mechanical. (Ib)- Max Horz 2=236(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)3,4,5,6 except 7=-106(LC 6) Max Grav All reactions 250 Ib or less atjoint(s)9,3,4,5,6 except 2=322(LC 1).7=281(LC 1) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 piate grip DOL=1.33 2)This truss has been designed for a 10.0 Psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide wili fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6,7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,5,6 except Qt=1b)7=106. ?;Beveled plate or snim reauired to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.�1.1 and R802.10.2 and referenced standard ANSI/T?I t 9)°Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �Y^�,` ,� ��.. G . �':' �� " � r,. ��. � E .� �Y ,�,.. �() frr}� f��,f`�4 R�.�� ' �� ;��. .SI�Jiti`,'�l.t�:� July 27,2012 �I I�:B�`3t�lds'G VerYfy d�.zqtt grar'am,�:f crs tani. 'Fc�6' I11VCi7"1:5 CiN TYiIS#W1_'3 7Rii'L U`£36:£J dwE{,T'�:RF'k�.F�s,"�P�dsE�Tt1 747E ''f't�r2E LgSE, �� I Design valid for use only with M7ek connectors.Tnis design is based only upon pa�ameters shown,and is for an individual ouilding component � �� I Applicaoilify of oesign parometers and proper Incorporafion of component Is responsibility of building designer-not trvss designer.8radnc shown , ' ls for lateral support of Indivldual web members only.AcJdliional temporory brocing to ins�re sta�ility during construcTion is fhe responsibillify o!ihe � ��• � erector. Additlonol permanent bracing o`ihe overall structure ls the responsibilify of ihe building deslgner.For general auidance reaa�ding feoncoiion quality conirol,storoge,delivery erection and orocing consuB ANSI/TPIt quaiity Crdena,DSB-89 and BCSI Building Component � 7777 Greencack Lane.Suiie 109 � Safety InformaTion available from iruss°lote Institute 781 N Lee Sireet Suite 372 AI xanana VA 223 4 - - ''� Citrus Helghis,CA.95610---- I I 6.a�s�fle i -'irre rc;,E,,.��SF�,a;€an��=eres a.�,atu��d,�°wcses€�t��€'�ei�,,e�as�ttLG._e,fv;<a v€,a�..:'�t1��;�L��e:. ��t��i:�e.:�krt�SF€E. ' � _J - --- ---------- --__ _------ - -----_ ----- �J�c �Truss TrussType �Qry �Ply Parr Eve/Tacoma Peopies B�daeri3�57 R3 R34904043 1N120?OG,' JA9 �Jack-Oper Truss 1 1 I '� ��Job Reference opfional -----— �'--�— Tne 7russ�eJ Tr-County Truss, Sumner WH!Eugene OR/Burlington WA ?.350 s Jul 18 2012 MiTek Industries,Inc Fri Jul 27 14:34:51 2012 Page 1 ' ID:�hNbJQ8YdPmzEu?ums_ZrytqP{-ve1Y5y?568C8woSKg�FqNfyqlm3tdWMkPjC4kLytp82 ,1.D 0 _ 6 0 0 ___._— ——_.___--—18-0-12 ____' �t-0-0 6-0-0 12-0-02 SceiF=t59 5 8 ;'� � 6 00:12 �� ° .,. //� II � / l �� I 6�/,, / � - 3z5�� 5��/ II /�� I�c m _4/�./�/ F Ilm i/�/ I /i . I / � , z:�—'— V'. _ � —__"'__' o �� / 3xc= 10 6-0-G 6 0.0 LOADING (ps� SPACWG 2-0-0 , CSI !� DEFL in Qoc) Udefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 ', TC 0.60 Vert(LL) -0.07 2-10 >999 350 MT20 185/148 TCDL SA Lumber Increase 1.15 oC 0.3D ' Vert(TL) -0.14 2-10 >487 240 BCLL 0 0 " Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 8 n!a n!a i BCDL 7.0 _ Code IRC2D09/T?I2007 (Matrix) — I _ _1 Weight 32 Ib FT=1E% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directty applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross ', bracing be installed during truss erection,in accardance with I _Stabilizer Installation guide. ______� REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8, 10=Mechanical. (Ib)- Max Horz 2=26o(LC 5) Max Uplift All uplift 10G Ib or less at joint(s)8,5,6,7 except 3=-122(LC 5) Max Grev All reactlons 250 Ib or less atjoint(s)10,8,5,6,7 except 2=322(LC 1).3=312(LC 1) FORCES (Ib)-Max.Comp.lMax.Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCDL=42psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3;8,5.6,7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,5,6,7 except Qt=1b)3=122. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,8.5,6,7. 8)This truss is designed in accordance with the 20Q9 Intemational Residential Code sections R502.1 t 1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��,�� J� �` ti`�"/' f �,` - '�1 ��- f � �`` �%f_. f � t � ��; �� l ;` r'� �r :�' � �-� � ''.�, t Fi 1�j t S��- -=.�. �,.S,SIC1.�":'�t.t':""��. July 27,2012 E��:I�RfG-L�rife,t�r::s�n g��arczrrce:c°rs cuac;:r2�gJ N4�a.�.�C't�d`�IS AAaTJ Ifi�`C"L U��1�I"�#�'.&'�'�1Z�td`C.e I'��E hYil 74i'�&Ef'C3pc"1}�. I �� I Desian volid ior use only with Miiek connecrors.Thi<_design is basee only upon paramel=rs snown,and a for an individual building component. i � II Apaiicobif�;ty oi design parameters and prop=�incorporation of component i responsioildy of building d=sgner-not iruss desioner.Brocing snown ��, I , is for latera�suppori o�inalvidual web members only. Additlonal temporary bracing to insure stability auring construciion Is tne responsiblllity ot ihe �p g � ' erecto�. Additional oermanent bracina of ihe overall siruciure is ihe responsoility o`ine buildino desi�ner i-or general guiaanc=regarding �Y11 I�sk�� iobncai�ion,quality control,storage,delive� e.eciion and bracing onsul��. pNSi/TP11 Quality Crkena,DSB-89 and BCSI Building Component �� 7777 Greenback Lane.Suite 109 � � Safefy Informafion available vom Truss°late Institute 78i N Lee Srree� Suite 312 AI xandna VA 2s14 '� Citrus Helghts."A.95610 I _ i'a�a€1t�-t��:�Ir�e f�>u'S�;�i �nz:�tir°�Rae.�rFei,�a � ��r�.�a.,€.,��tr.�ti_s�e,:e... .F�ttt<�i2�s,��L4C�. u�r��.e�'l�;a��Et, _ � � ._ ___ ______ _ ___------- __ _ ---- ._-_- - _._ ---- - --- ��b �r.ss �russ�ype �ty Pry Parr Eve/Tacom2 Peoples B.�ilder,3357 R3 R34904644 tN'2G70G7 J,410 Jack-Open Truss 1 1 ' Job Reference(optiona� _ ____ Tne Truss Ca/Tri-�ounty Truss: Sumner WA i Eugene OR i Burfington WA ?.350 s Jul 18 2C12 MiTek Industries,Inc. Fri Ju!2?15:34:39 2C12 Pag<1 IGr9hNbJQ8YdPmzEu?ums_ZzytqPl-FKI?arsZxSirUyX1 zv20u7Snn�4p40zfsHSJ1 ytp8� -i-0-0. 6-0-0 i 6-=� —___ ._._.__.._.._.___..___—__________.__._____—__—_—_,. �1-0-0' 6-0-0 � 1G-5� Scale=1�.5a.6 8 /� �. .. i � /i I � � F . s.00�,iz -�� . ��/ y / � Y wl �-, �� ', � ,� , �/ , i% ,, �i z � � � ,'��. , � , - �, � 3x4= . 6-0-0 6-0-0 LOADING (ps� SPACING 2-0-0 CSI ! D�FL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 ' Vert(LL) -0 07 2-9 >999 360 MT20 185/148 T�DL 8.0 Lumber Increase 1.15 BC 0.30 ' Vert(TL) -G 14 2-9 >487 240 ' BCLL 0.0 ' , Rep Stress Incr YES WB 0.00 ', Ho2(TL) -0.00 7 n/a n!a BCDL 7.0 Code IRC2009/TPI2007 ' (Matrix) Weight:30 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross ', bracing be installed during truss erection,in accordance with I $ta_bilizer Installation guide. REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8;9=Mechanical. (Ib)- Max Horz 2=240(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)3,4,5,6 except 7=-129(LC 6) Max Grav All reactions 250 Ib or less at joint(s)9,3,4,5,6 except 2=322(LC 1);7=334(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or Iess except when shown. NOTES (10) 1)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide wili fit between the bottom chord and any other members. 41 Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5;6,7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withs.anding 100 Ib uplift at joint(s)3;4,5,6 except (jt=1b)7=129. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOADCASE(S) Standard �_; ��rJ �^,\ •� ,,�. 1'�':'L.'ti JJ�� - �� '�� 7`�, W f .:� � r ,�{} .�, � '"� j<;t;;Tt:�'� �' f'•;$', i,�'�.' .5jft:\:"�l.�=� July 27,2012 4�df".At�3wC'r-VerrJgi d�e=qra permn�tev�und}�U IVC7�'E.+CJN 77fIS&l1�dNCL Ui��11Y�17'f°Fi}�"'�E',�?�:d�E tr�il-?�7:�`:t"Cl"s�"€T�� ° ,� Desion valid for use only with Miiek connedors.Tnls design is based only upon porometers snown,and is for an individual builaing component. '��, �i Applicability of design parameters and proper incorporaiion of component is responsibilify of buiiding designer-not iruss desianer.Bracing shown ��, i is ior laterol support of individual web members onN. Aaditional temporary brocing to insure sfability during consiruction is}he responsibillity of ihe , ��q��6a= '� erector. Additlonal permanent bracing of ihe overall siructure ls the responsibility or}he building designer.For general guidance regarding LYI t%�. '� fabncaiion,quality conirol,storog=,dellvery,e�ecfion ano bracing,consul? ANSI/TPI7 quatity GBeria,�SB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 iSafely Inbrmation avoilable from Truss Ploi Instiiute 781 N.Lee Stree Sutle 312 Ai xandna VA 22374 ��. Citms Heiaht�,Cl;,95610 � i�ar,ithe=r-�f:�e€_��5�;�§t,an�,s�r�b��.r��ie^!,:'�e�e�€ssr:,au.�. �tr�;�is 4e��.=�c��,�t6:��;�t i��,s nL��c ��,�5�<<.e t�. SF��, j _ --- --------___ _ - --- ----- _ - ---- --- -_ _ __ ---- --- --- __ _ -___ _-----______ _ _ Job Truss TrussType Gry �-1y Pa�r Eve/Ta�oma Peoples B�ilde��35r R3 R34904045 W^2G?00� ,JA11 ,Jack-OpenTruss '1 1 ____ JobReference o tional�_ The-russ Co.i Tr-County Truss. Sumner WH/Eugene OR/Burlington WA 7.350 s Jul 18 2012 MiTek Industries.Inc. rri Jul 27 1S:3S:40 2012 Page 1 � ID:r9hNbJQBYdPmzEu?ums_ZzytqPl-jWsOnBsBimqh66oDXcZrRK?yXLJJYXe7tW1?r?ytpBD �-1-0-0� 6-0-C 14-`�-4 1-0-0 6-G-G .._ -- �— B 9-4 --___. Scale=��4E.6 7 8 �5 � k i�'�� I e � � �� /�� '� /.�� ,��. sooi�2 � ��/ � �� r 3 /�/ � �� /�� / 2 ,:....',..-'" 1 ' ��— ___—�� . � 3xa= 6-0-0 _ – ____._____—_ _ 6-0-0 ___'_"_ __—_ '_--. . —__'____—'_'___—— --I �i LOADING (ps� I SPACING 2-0-0 ', CSI ' DEFL in Qoc) I/defl L/d I PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.60 , Vert(LL) -0.07 2-9 >999 360 � MT20 185/148 ?CDL 8.0 Lumber Increase 1.15 ' 6C 0.30 Vert(TL) -0.14 2-9 >487 240 ', BCLL O C ' Rep Stress Incr YES I WB 0.00 �I Horz(TL) -0.00 7 n!a n(a ' - (Matrix) � � Weight:27 Ib FT=16% BCDL— i_0 _— Code IRC2009/TPI2007 I LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with � _Stabilizer Installation auide. _! REACTIONS All bearings 0-1-8 except Qt=length)2=G-5-8,9=Mechanical. (Ib)- Max Horz 2=217(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)3,4,5,6,7 Max Grav All reactions 250 Ib or less at joint(s)9,3,4,5,6,7 except 2=322(LC 1) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.Il;Exp B.enclosed;MWFRS Qow-rise)gable end zone; canfilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6,7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,5,6,7. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given In feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard `.�l^�` 5 . �� `�' 7Y� ` � - . ,�� C l: :�� '€' ��. ' � � �{}�. 6 / ` r�':��,!`�j{�t�t-t�t� :�`,�~ ,5,�,�,�?e;11.4="`� July 27,2012 I �A+�".MNU-Yerifr,�a'r�z_qr��ear�crm��rs ranc'h'.E�Z?h`C�i�.�+C3Pd T"aCi�.�,�Itt�C`L ESI)�i3 dt�l£'E�'Ii'b7��C"�'}'9GE#rS'i7-T�B7�I;�f"CI"',�'�f,ri,�'. �� Design valid for use oniy witn Milek connedors.Tnis aesign is oased only upon paramefers shown,and Is for an individual builaing comoonent. , IApplicabiliiy of design parometers and proper incorporation oi component is responsibility of builaing designer-not iruu designer.8racinq shown � I is for I�tero!supporf of individual web members only. Additional iemoorary bracing to insure stability aunng consiructior�is ihe responsibillity o��ihe R��i'� ��, erector. Additional permanent brocing of ihe overall structure is ine responsibili}y of}ne building designer.For q=nerol guidance regarding ��, iYp 1& j fooricotion,auality con}rol.storage,deiivery,ereciion ond orocing,ronsuR ANSI/TPI1�val(ty CrBeria,�SB-89 and BCSI Building Component ' 7777 Greenback Lane.Suite 105 ' Safety Informallon available from Truss Plate Instrtuie,781 N Lee Siree� Sutle 3 2 AI xanana�A 22314 ''i � � Citrus Heights,CA,°5610 � I,:ac�;�it�e=r�h7e C5�p SF�i,�ni„cr a.;a.a�.�,i,,� �^�p a„s�r;;�.,€... ��tY.*e e,;e,.,t u.c�,i�i 1 a,•r�L�C�, {�rti�-:�e�'tar S�[E. I _ I _____ - ---- - - - --- __-- --- - -- _ Joc ��Tn.ss Tr��ss �ype �Qty Piy , Parr Eve%Tacoma F2oples Bu�iaer13357 R3 P.34904646 W1207007 JA12 IJack-Open Truss 7 ' 1 ' � '� � ��Job Reference(optional) The Truss Co.i Tri County Truss. Sumner WA/Eugene OR'Burlington\NA 7.350 s Jul 18 2012 MiTek Industries,Inc Fri Jul 27 15:34 40 2012 Page 1 ` ID:r9hNbJQBYdPmzEu?ums_ZzytqPi-jWsOnBsBimqh666DXcZFRY.?yXLJJYXe7tW1?rTytpBD -��o e-c-c i a-z s �-0-0 6-G-G 8-2-8 Sceie va"=�� 7 E /� Ic I 6 i 5 � II �. 6 00'��2 � -' �. % � 4 � ^ � Ilm � /��! I I I , 2 / .., .-_.�- --� ,,I 1 y- I 3x4� 6-0-G 6-0-C _ _ —'__ I —_'____' ___' ,. —_.___—_—_ LOADING (ps� SPACING 2-0-D �! CSI , DEFL in (loc) I/defl L/d ' PLATES GRIP TCLL 25.0 Piates Increase 1.15 j TC 0 60 ' Vert(LL) -0.07 2-9 >999 300 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 � BC 0 30 Vert(TL) -0.14 2-9 >487 240 , BCLL 0.0 * , Rep Stress Incr YES ' VVB 0.00 , Horz(TL) -0.00 7 Na n/a , BCDL 7.0 Code IRC2009,�TPI2007 (Matrix) ' I Weight:27 Ib FT=15% --' ---- -�' - — ---_---- LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross —� bracing be installed during truss erection,in accordance with II Stabilizer Installafion guide. _____ _ REACTIONS All bearings D-1-8 except Qt=length)2=0-5-8.9=Mechanial,7=Mechanical. (Ib)- Max Horz 2=214(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)3,4;5,6,7 Max Grav All reactions 250 Ib or less at joint(s)9,3,4.5.6,7 except 2=322(LC 1) FORCES (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wind ASCE 7-05;85mph;TCDL=4 8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,6. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,5,6,7. 7)Beveled plate or shim required to provide fuli bearing surtace with truss chord at joint(s)3,4,5,6. S)This truss is designed in accordanc=with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteeMhs(FFIISS)format. LOAD CASE(S) Standard ,,�,,r It 5. �; , �� . q� �- ��r 1_ k h�., .��.. f. .�� ,),^' .k' �!. � � `a N� ,r�, '�� '} � ti �� (i14'I't%�`�`�' t``�:; �.S%f�?�:1��:'�� July 27,2012 [�;P.d:F�i§T�-T}�r�fr,�ee'�zqsa gr�r-tsmeters cua�?"'tc€;A€)Im�CtT�.0 C+Yd 7Ti7Stft+1�I�CLUL)�i ivY`iY�€2��'�'�°Pe�L:t P.d��IrY'aI 7�73��C3�^'�€T�;E:, ' �� I Design valid tor use only with Miiek conneciors.Tnis design is based onlv upon paramel=rs snowr:,and is for an inaividual buildmg componenf. '�. I Applicability of design parameiers and orooer incorporation of component is responsibility of building designer-not truss designer.Bracing snown '��, �I is for loterol su�port of individual w=b members only. Additional temporary bracinq to insure siability dunng consiruction is ihe responsibillity o`tne i� p q��i'= �� erector. ndditional permanent bracina of fn=overall structure is}he responsioility of the building design=r.For general auidance regarding '�, 94�ti n� � fabncatlon,quality control,storoge,aeiivery,eredion ond bracing,consult ANSI/TPI7 Quality Crkeria,DSB-89 and BCSI Building Componen} '� 7777 Greenback Lane.Suite�Q9 � Safety Information availabl_from Truss?iate Inshtute,781 N.Lee Stree Suue,s12 Alexandria VA 22314 �� Citrus Heiqhts.CA,95610 '� it ec�-�,li�.r�r°Fn�ES a°�F��}.an��r s°��,e arE,:�{,3 ie�°s�u€.��,�r,�ar�u':I�.x_e��>.s., e t'ai.�;'�i 42�;��C�, �rs�a�:�ei�3�;9rR8, __J YP-- -_ __ --.�y ------- v- p-� __ --- Job Truss Truss T e 4h I Parr Eve/Ta�orra Peo le_ 6uild..ri��57 P.3 � R34904647 W1207007 �JA13 �Jack-Open Truss 1 1 � � �� Job Reference(optlona� _ �The Truss Co.%Tr�-County Truss, Sumner WA!�ugene OR/Buriingfon WA 7.350 s Jul 1�2012 Mi?ek Industries,Inc. Fri Jul 27 14:34�.41 2012 Paae 1 ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-BiQm?XtpS3yYkGhP4YC4UzY'Y7rkfYH_uG6AmYOwytpBC 1 p p __ 5-17-11 __'_'_ 6-6-0 � i-D-O ' S-11-11 0-G-5 Scale=1.23� ��. il � / 600 12 � ,....i--.-"� ,.,...-'�� . / / rrl � � % � � / ��' / � .o. � �__ "__'— ---____'-- L � �1.� / k"� � sx4— 5-11-11 _ 6-D-0 ' S-1L11 0-D-5 LOADING (ps� SPACING 2-0-0 � CSI , DEFL in (loc) Vdefl Ud ' PLATES GRIP TCLL 25.0 Plates Increase 1 15 �, TC 0.55 i Vert(LL) -0.07 2-4 >999 360 MT20 185/148 TCDL 5 0 Lumber Incre2se 1.15 I BC 0.30 'I Vert(TL) -0.14 2-4 >487 240 BCLL 0.0 " Rep Stress Incr YES ' WB 0.00 I Horz(TL) -0.00 3 n!a n/a BCDL iA Code IRC2009/TPI2007 (Matrix) I ' Weight 16 Ib FT=1n% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross ' ' bracing be installed during truss erecfion,in accordance with Stabilizer Installation quide___ ___.__ REACTIONS Qb/size) 3=179/Mechanical,2=317/D-5-8 (min.0-1-8),4=40lMechanical Max Horz 2=100(LC 5) Max Uplift 3=-68(LC 5),2=-45(LC 5) Max Grav 3=179(LC 1).2=317(LC 1),4=97(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8) 1)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCDL=4.2psf;h=25ft;Cat.II;Exp B:enclosed;MWFRS Qow-rise)aable end zone; caniilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss h2s been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4;Refer to girder(s)for truss to truss connections. 51 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502,11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Memb=r end fixity model was used in th=analysis and design of this truss. 8)AI!dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��*.h1,F`S. j�,� �' �� ':�" l�;�.,��' �f i r�� ` , � � �. .-� 1 a:: ��,.. � � ?�l . f� � � �- ��ilS7`E:F-``� :;, �' �': `S:5"1�t:h:^b L.S".'�5 July 27,2012 �4G.3:F1�i�lU-C erafi{uesir�rJ�aram�l'Fr�s can�': '3�I1 NC�T"ES CSId i"Y175 ANg)Ih�"LdTZ)� `P:f"s�K'�'��.�I?&�E 1477d-T4 fE Z��E�'t3K�tJSF'. i �� I Desi�n valld tor use only with Miiek conneciors.Tnis aesign is based only upon oarameters shown,and is for an inaiwdual building component. I I i A li�..bilii of aesi n orameter�.and io r incor oration of com onent is res onsibilit of buildin desi ner-not iruss desi ner.Bracin shown .'. PP�^ Y 9 P P P° P P P Y 9 9 9 9 is forla�eral support of individual web members only. Additional temporary bracing to insure stability dunng consiructlon is the responsibillity o"the p��C�- erector. Additional permanent bracing of ihe overall shucture is the resoonsibili}y of the builaing deslgner.ror general guldance regardinc �. IM'9 li. i � fabncation,quality coniro;,sioroge,dellvery ereciion and orocing,consult ANSI/TPI1 Qualdy Crffena �SB-89 and BCSI BuiYding Gomponent . 777?GreenGack Lane,Suite 109 ' Safefy Information avatlable from Truss Plate Ir+siitui 781 N Lee Srreet,Suite 3 2.Aiexonana VA 22314 Citrus HeigMs,CA.8561� � i'ac��;t,e�E•u�ir��PS ��SP�;.�rn��r;w�sar�.�ti,:�� :°�p s�es-�i=;e��e�ar�P th�ee et:wc� e��4 E:�r��,s_?aL�� r r��,r��^c ��ro•y�F��. - --- -- ------ _ __----- .1ob �Tr�.,s Truss Type C1�y �Piy ?arr EvelTa:.oma P,.oq�es(3uilder/3357 R3 R34904545 '\N�2070G: JA14 JacK-Oper Truss 1 1 �� Job Reference�optionaq _ --- The Truss CcJ Tri-County Truss, Sumner WA/Eugene OR I Bunington VJA 7.350 s Jul 18 2012 MiTek Industrles.Inc Fri Jul 27 14�.34:41 2Q12 Paae' ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-BiQm?Xtp53yYkGhP4K4UzW61 kfYH_uG6AmY0wytp8C -�_�—�_ _.._ ___ 6-�-� _ B-D-12 i-o-o s-o-o 2-o-i z s��e=i zs.a �I, 4/��' � . / i � / � i 6.00'ii2 -/ �� II , r � � / \I / � � I � i m '� , � i Q � Im � v �" i .- / / � �� /!i / �� . j �' / I I / =" � o , �-- _ -- L I � �� . �x< � 6 s-o-o —— e-o-o LOADING (psfl SPACING 2-D-0 , CSI �� DEFL in ;loc) I/defl L/d ', PLATES GRIP TCLL 25.0 Pfates Increase 1.15 , TC 0.62 ' Vert(LL) -0 07 2-6 >999 360 � MT20 185/148 TCDL 8.0 Lumber Increase 1.15 � BC 0.30 ' Vert(TL) -0.14 2-5 >487 240 I BCLL 0.0 ' Rep Stress Incr YES WB O.DO ' Horz(TL) -0.00 4 n!a n!a BCDL 7A ' Code IRC2D09�'TP12007 I (Matr.x) Weight 191b FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross ' bracing be installed during truss erection,in accordance with ' _Stabilizer Instaliation guide. __ ____ REACTIONS NII bearings Mechanical except Qt=length)2=0-5-8,3=0-3-0. Qb)- Max Horz 2=130(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)2,3,4 Max Grav All reactions 250 Ib or less at joint(s)6,3,4 except 2=324(LC 1) FORCES (Ib)-Max.CompJMax Ten.-All forces 250 Qb)or less except when shown. NOTES (9) 1)Wnd:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B:enclosed;MWFRS(low-rise)gable end zone, cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=t33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Ioads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,4. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 7)This truss is designed in accordance with fne 2009 International Residential Code sections R502 11.1 and R802.102 and referenced standard ANSUTPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��,1,� S. Tt:'� . �`�.' - ,�'; 't'J j '!=� G. � 6"�` �l��. r �~ ^�. � (p�°��'� �rf�/`T�1��,4�.,t,` `..5,�'•f�).�:'��.��j July 27,2012 V1�#*.t�T;NC Lere�,�d�ie�n��r;zmeteess errad k��IJ N�i7'.�u�Ci�J�fia"S&Id�iNLI Ui}£i.'14F(s"�`YfcEF'�C"�F�d:ffE�Fil 7d�3 Z3�&'t3�€tT�. II �� y �l Desigr�.valid ior use only with MTek conneciors.Tnis a=sign is basea only upon parometers shown,and is for an individual building componeni. �, i Appiicability ot d=sign paramei°a and proper incorporation of component is responsibilify of building d=sianer-not iruss designec Bracing snown � is for laterol support of Individual web members only.Additional remporary bracing to insure stability aunng consrrucflon is ine responsibillity ot the � k��° ( °recror. Additional permanent bracing of ihe overall siructure is ihe responsibility o`ihe builciing designer.For generol guidance reaarding �� 11fp fabn�ahon quality controi,storoo ,deiivery erection qnd brocirg onsuB ANSI/TPIt Quahty Crffena,DSB-89 ond BCSI Buiiding Component 7777 Greenback Lane.Suite 109 ' Safety Intormation availoble from iruss:°iate instiiute 781 N Lee Siree�, Suite 3 2 AI xanana VA 22314 �. Citms Heights.CA.95610 i`�c�*.E>he 7°��rrrr r5�c�•�S�l.arn��,�;�s=��sv�A��l,�e�eg€��^=xac.�e�;�r?tt s�e�`fie:_��t,n��t;�,3 �,i�L� r ��.i�o.��i�p S�EF. __ ___ _-- —— —----- — — — ,ob Truss rruss Type ��Cty �F�ry Pa�r EvelTacoma Peoples Bwlaer1335i R3 � � R3490464G , \N12C700' JA^5 Jack-Open Truss � ' � ' Job Reference o tiona�__ The Truss Ce.i Tri-County Truss. SumnerWPJ Eugene OR/Burlington WH 7.350 s Jul 18 2012 NiTek Industries,Inc. Fri JuI 27 14.34:42 2012 Page 1 ' ID:r9hNbJQBYdPmzEu?ums_ZrytqPl-fv_8CtuRDN4PLQGce1 bjVN4Hn8?nOR7PLqW6wiJ�ytpBB 'oo� _- 600--- --- io-aiz r��-e-o e-o-o a-aiz Scae='�,�.35 C � c - d �' � // / / �'��. 'o.OG 112 I 3 i/ ' / , ,;�� , � /� '� a / - � �' �i� �� %�� ;; Z;. , . , �� ='� _--_ __ -'�! '-',-� x 3x4= 6-0-G — �-o-c LO�DING (ps� ! SPACING 2-0-0 li CSI DEFL in Qo�) I/defl L/d j PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 I TC 0.62 I Vert(LL) -0.07 2-7 >999 360 j MT20 185/148 TCDL S.0 ' Lumber Increase �.15 BC 0.30 �, Vert�i L) -0 14 2-7 >487 240 II BCLL OA ' Rep Stress Incr YES WB 0.00 ' Horz(TL) -0.00 5 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 I (Matrix) I Weight 22 Ib F7=16% --- -- - � -- — _- --- LUMBER BRACIN� TOP CHORD 2x4 HF No.2 TOP CHORD Structurai wood sheathing directly applied or 6-0-0 oc purlins. BCT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with '_Stabilizer Installation guide. __ ' REACTIONS All bearings Mechanicai except Qt=length)2=0-5-8,3=0-3-Q 4=0-1-8. (Ib)- Max Horz 2=157(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)2,3,4,5 Max Grav All reactions 250 Ib or less atjoint(s)7,4,5 except 2=324(LC 1),3=250(LC 1) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B:enclosed;MWFRS Qow-rise)gable end zone, cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upiift at joint(s)2,3,4,5. 7)Beveled plate or shim required to provide full beanng surtace with truss chord at joint(s)3,4. 8)This truss is designed in accordance with the 2009 International Residenfial Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ,1��'- 7+`�' � �;`�,- ' �` f?r:� t�- . f ,y ��' r'� � { i` '�I I � 1 `' ��ti. � � l� .� � :�"� ,r �;, ,�� f{`f`�t�.' / ,� �•S.SlC}�':'�L.��>� � Jufy 27,2012 Gi?:�f'IstING-Yer%{�r r�'�:gn�ai°rtnrz-:ers rvzc<` 'fcE�I}N{iT'�.0 C)N 77�`iS�NL�I�CLU'J�£1,k7'i3��T'f:72"r:Nc:�P�t3E�7'il 7'�73 E3Ef(�iZ�id�'. I •�� ' i Desigr volid for use only with Miiek conneaors.Tnis design is based only upon oarometers showr�,and is for on individual building compon=nt I � Appiicability of design parameters and oroper incorporation of comooneM is r=sponsibihiy of building designer-not iruss designer.Bracing snown , ! Iis for loteral suppod of individ�al web members only. Additional temporary brqcing io insure ztaoilHq dunng consiructlon is ihe responsibilllty ot ihe �� p��{ �� , erector_Addiilonal permanent bracina o�ihe overall siructure is the�esponsibility of fhe building designer.For general guidance regarding tVtl�&�� !� fa�ncatlon,quality cortroL storaoe,de6very erection ond orocing consuli ANSI/fPl7 Qualify Crftena DSB-89 and BCSI Buifding Component � 777i Greenback Lane,Suite 109 � � Satety fnbrmation available from Truss°lote tnstitute 78I N.Lee Srre 1 Sude 312 Aiexandna VA 22314 Citrus HeigMs,CH,95610 � I I`�e��iPi�°i��irie��'�=SF�1 ar��.r.r:; y�ach>.,.i ?�e�,.s€t€r��.af;s�, ,�r�'i�s:;e e„ec� _i.{:;'t,�s;r�L4� p utr�=se�h.SFBB, _-- -- --- _ _---- -_ _ __ ----- -- --- - _ _ - __------ Job Truss Truss Type �ty �Ply � arr Eve/TecOmc Peopl2s Budd..r13357 R3 R349G4o50 V�12070D? JA16 IJack-Open Truss 1 1 _ ___ Joo Reference o tional)____ ___ Tne Truss Co!Tri-County Truss, Sumner WA/Eugene OR/Burhngton WA 7.350 s Jul 18 2012 MiTek Industries.Inc. Fri Jul 27 14.34 42 2012 Page 1 � ID:r9hNbJQ8YdPmzEu?ums_ZrytqPl-fv_SCtuRDN4PLQGce1bjW14Hn8?nOR7PLqW6wMytp8B � 10C ... ___ 5_�� _ —__t—.—_—______._ 12-0_12 __ � 7-D-0 � 6-0-0 � 6-G-12 Scaie=�a t a 6 � � /j 5 �� / / � 4 �� o 600;? i�3 � / � /� I ' /� / / % 2 / % / —_� � � _...__" 41 1 / J� _ _ /�� 3r4-' - 6-0-0 _—"�Q� LOADING (ps� SPACWG 2-0-0 II C51 ' DEFL in Qoc) Udefl L/d I PLATES GRIP TCLL 25.0 Piates Increase 1.15 I TC 0-62 Vert(LL) -0.07 2-7 >999 360 'i NT20 185/148 TCDL 8.0 Lumber Increase 1 15 � BC 0.30 ' Vert(TL) -0 14 2-7 >487 240 I BCLL 0.0 ' Rep Stress Incr YES ' WB 0.00 Horz(TL) -0.00 5 n!a Na ' BCDL ?.0 Code IRC2009/TPI2007 ' (Matrix) ', �, Weight 24 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly appiied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ', MiTek recommends that Stabilizers and required cross bracing be installed during truss erecfion,in accordance with Stabilizer installation quide. REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,7=Mechanical,3=0-3-D. (Ib)- Max Horz 2=181(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)2,3,4,5 Max Grav All reactions 250 Ib or less at joint(s)7,4 except 2=324(LC 1),3=250(LC 1),5=264(LC 1) FORCES Qb)-Max.CompJMax.Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4 8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3;`This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical conneciion(by others)of truss to bearing plate at joint(s)4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,4,5. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard n1,�1. 7't'�' 1 q,-f . Z': f�t�( 1- 1\ � , �a : f;.�. .•� � . .: 1 c.ti. ; �`�,� ,, )6 .-, �.: ��'.� `�f�,1¢�-1:P t,�/�, I,��`�-'----/�,�� .S/�-�,?�":11.�K; July 27,2012 i4C��:'1dlNC tizt�fyr�s:�r�inar-tmr�terscvac,' `Ic�,�flta?t!3"E.C£i2i€THIS�Id�INC'L[SZ1&�hYC�.KIiE�"FF'cETs�f",�P�UEhTiI-PRIE��f�IR�€I.-^.E. �••• . Design volid tor us only with Mii ek connectors.This aesian is based oNy upon parameters shown,and Is for on individual building com�onent �'. �� I Appiicaoility of design parameters and prope�incorporation of component is responsibility of building designer-not iruss designer.Bracing snowc �, 'I is for laferai supporl of individuat web members only. Addiiional temporary bracing to insure stabili}y during construction Is}he responsibillity of ine �, ��5�� , eredor. Additiona!permaneni bracing of ihe overal:siructure is ihe responsibility of tne building designer.For general guidance regarding '�, I4 �, 'i fobncafor qualih ontroi,storoae,delivery e.ec}ion and orocing consulf ANSI/TPI7 Quahty Cr'rtena,DSB-89 and BCSI Buifding Componenf ��. 7777 Greenback Lane.Suite 1Q5 j j Safefy Informafion availabl>from Truss Piaie Insfitute 781 N Lee Street,Suife 312 Alexandna VA 22314 — �� Citrus HeigMs,CA,°5610 � Id��;f he i,`rk:��rc-u�S�n;.�r�i�er i� �;.�ri,�i,��e�,s-�r:=.�„�e��r.RI sse e�tec>ne t,�{,��:i.12�s fi;LS��, p°c?r,=acr>�,;y�y�', I ,ic'� �russ Truss 7yoe Qty Pry Parr EvelTa.oma Peoples Builder/�35;R3 R34904651 '�N120700' JA17 Jack-Open Truss '1 1 , _ __ __ �� Job Reference�optional) ' The-russ C',o1 Tri-;.ounry Truss, Sumner WA i Eugene OR/Burlingion VVA 7.350 s Jul 18 20t2 MiTek Industries,Inc Fri Ju!27 1434:43 2012 Page 1 ' ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-SSYWPDv3_hCGzaroCl6y3zdSXYLOIuNZZUrfSoytp8A -�,_o-a ----- s°° -- — u-o 1z ----I bG-0 6-0-G 8-D-12 Scaie='�.�4'.s 5 6 I /�j " li �� '� ;. i / ' �.-'!/ �.�. i I 0/// il fiD0� /� �'. // i �� f�. � i� I / �I �/ /'�� F � ��" � i , i I m- = �o � , � _o .� :!�—___'_'_'—" ti _ 3xL — 5-0-0 6-0-0 LOADWG (ps� SPACING 2-0-0 CS! �I DEFL m (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.62 �� Vert(LL) -0.07 2-7 >999 360 MT20 185/148 TCDL 8.0 Lumber increase 1.15 BC 0.30 ', Vert(TL) -0.�4 2-7 >467 240 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 ' Horz(TL) -0.00 5 n/a n/a BCDL 7A Code IRC20Q9/TPI2007 (Matrix) I Weight:27 Ib FT=16°/ LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. , MiTek recommends that Stabilizers and required cross ' bracing be installed during truss erection,in accordance with ' I Stabilizer Installation quide REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,7=MechanicaL 3=0-3-0. (Ib)- Max Horz 2=212(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)5,4 except 3=-123(LC 5) Max Grav All reactions 250 Ib or less atjoint(s)7;5,4 except 2=324(LC 1),3=316(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5.4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 DO Ib uplift at joint(s)5,4 except Qt=1b)3=123. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,4. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Ail dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��n�",�c� �G' �r' ��- `r1- �:� ,, '1�,. � �. � � �.. r �- � � ��`'.� �f{itSTE:R�`�� ° ��.4'• C�x`, .$t�'ti:�.1.�:` July 27,2012 j 47+�"AC11c7Cr-Y�-r�rfz,�r�'z::c�ngazar-arreters candk£513.DM�i7E�C�Id7"NI'�s",��71VC'LU�f�i)PrFf7�f:F�"FF��,7dC.t'I'A'v�R7'1."d4?�4�`�CJ�€3,aE. �� Desigr valid tor us only with MRek connectors.Tnis design is based only upon parameters snown,and is for an indrvidual nuilding component �'�, AppiiCaoillty o"r desigr parameter�qnd proper incorporotion of componenf is responsibility of building designer-not truss desianec Brocing snown � � is for I�tera�suoport of Indlvidual web members only-Additional temporary bradne io Insu�e stability dunng consirucilon ls the responsibilliiy of ihe p��° I erector-Additiona!permaneni bradng of ine overall struciure is ihe responsloility o`ihe building deslgner.For general auidance regarding �� itFl � �ooncaiion,quality ron}rol,storog=,deiivery,erection pnd bracing,cor,sult ANSI/TPII Quolity CrNeria,DSB-89 and BCSI Building Componen} 7777 Greenback Lane,Suite 109 �� Safety Information avoilable from Truss Plate InsUtu� ,781 N L Streef,Suite 312 AI xandna VA 223 i 4 ' Citrus Heights,CF.°561� L��,�.Me,r�xk7+e',S R-��5,�m;:�r�s��>.r.a_uez� "mn �.:,kct..sar,€xa�r��MS�v e,�� t e�e;.'€'1?�a;i�l�=:_ a„ ,.�� 3�r,�. SF�� --� -- --� —_ —---— ----- ---- --- --- —— --- ——- — -- c --- -- — „lob Truss Truss�ype Qcy aiy ?arr Eve!—a�om- Peoples Builder/�357 R3 R34904652 1/V12070G7 JA18 IJack-Open Truss 1 1 ' �� Job Refere�ce(optional) _ _ The Truss CoJ Tri-County Truss; Sumner WA 1 Eugene OR?Burlington WA �.350 s Jul 18 2012 MiTek Indus[ries.Inc. Fri Jul 27 1434:4°2012 Fage 1 ' ID:r9hNbJQ8VdPmz�u?ums_ZrytqPl-85YWPDv3_hCGzaro�16y3zdR_YLOIuNZZU�fSoytp8A -i-o-o e-ao --- ----------16=C`=2--- ,o G.__._._---— 6 0 G . . .� 1 D-G-12 _.. 5caie-1-5?.`_ 5 E � � � i /// I /" ..'" I s.ao �z q �� i // �� I � _ �� I .. ,.'�'"� I � � � i � ., ,. /� � 3xd= 6-0-0 �—._______fi_O e _ '__'--- __ — — LOADWG (ps� SPACWG 2-0-0 �, CSI I DEFL in Qoc) Udefl L/d PLATES GRIP TCLL 25A Plates Increase L15 � TC O.ES ' Vert(LL) -0.07 2-7 >999 360 I MT20 185/148 TCDL 8.0 ' Lumber Increase 1.15 ', BC 0.3G Vert(TL) -0.14 2-7 >4S7 240 , BCLL 0.0 ' Rep Stress Incr YES WB 0 00 ' Horz(TL) -0 00 5 n!a nia ', B�DL 7.0 Code IRC2009/TPI2007 (Matrix) Weight.29 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with _Stabilizer_Installation guide ___________ REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,7=Mechanical,3=0-3-0. �ib�- Max Horz r-zao��c s� Max Uplift All uplift 100 Ib or less atjoint(s)5 except 3=-123(LC 5),4=-121(LC 5) Max Grav All reactions 250 Ib or less at joint(s)7,5 except 2=324(LC 1),3=316(LC i).4=322(LC 1) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCDL=42psf;h=25ft;Cat.Ii;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit oetween the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b) 3=123.4=121. 7)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)3,5,4. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802 10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �,,��. � 7�"�c �� .�.x�� '��- � � ,�� r� :^ L- . 1 N ,� 49(� ., �� `�'� rf�;l e�E:�� ``; .�` `��=5'Ir,h';^,L�"�`� July 27,2012 4t'�3J.TS'�l"-Yer-sfz,��r*�:spri��r°¢m�ees mnc'.�v?�',A.I1 Nt:i7�.0 Ci?d a HIS�.>Ifa�t'LU£��f��27T�^K fi.EFER�Ta�t:�Yd�Eleq°iI-7�#7`��P�3}2E i7;E. ' �� i Design valid tor use only witn M7ek conneciors.This design is based only upon parameterz snown,and is for an individual building componeN. ! Appiicobifty of d=5ign param_ters and orooe!incorporafion of comoonent is responsibility of building designer-not}russ designer.Bracing shown ' i is tor laleral suppor!of individual web members only. Additional temporary bracing to insure stooility dunng consirucfion i�}he responsibillity o'ihe � �q q��tls� � erecto�. Addifional permanent bracina of ihe overall s}rucfure Is}he responsi�ility of ine bu�lding designer ror aeneral auidance regarding OVI tt fobrico+ion,quolity controL siorage delivery ereciion ond bracing onsuB ANSI/TPI7 Quafity Gflena �SB-84 and BC51 Building Componenf �777 Greenback Lane,Suite 1�9 � Safety Inbrmafion available from Truss iate Instdute 781 N.Lee Srree Suii�3 2 AI xandna VA 22314 . . J Citrus Heights-CG._95610 ! �,;��:ii��u�°��e-��..��SF�ri�anid�.��:e E ze�,i.<! ��e u�v�s�'�se€ar��I� �.e e 3� e�.n c.�."xY„3�r,,�,L.we �S°€��c��i�g�KF��. _ _— T— __ _- -- ------_.._ _ _ __ _ — __ — ------ -- -- _ _ _ ..., �russ Tn,ss Type 4ry �iy Parr Everac.oma Peoples Builoer/335 i �:3 R34904E5:s VJ12G700' JA^9 ',Jack-Op=n Truss 1 1 Job Reference optionaq — -- ----- _____------ The Truss Cc1 Tn-County Truss Sumner WA/Eugene OR!Burlington WA 7.350 s Ju!18 2012 MiTek Industries.Inc. Fri Jul 2?14 3d:44 2012 Page 1 � I D:r9h NbJ�BYdP mzEu?u ms_Zzytq Pi-cH6udZvi l_K7b kG_mSd B bAAdGyg FU LdioB?D_Eytp89 -1-0-0 6-G-0 7&-0-i2 �1-0 0�� 6 0 0.—_—._.-"-�-�— 12-0-72 Scaie=iS9.�� ] i � i / 'o.�U'�12 �j�' 6�.' �� d � o �I II 5 �i II I 3x5% �- I fi� �,, P i G - y i �� m 3 I`4 �� II /' i �% I z / � r. � � �� .?� 3x4- 6 6-0-0 6-0-G '�OADING (ps� SPACING 2 0 D � CSI ' DEFL in (loc) I/defl L/d I PLATES GRIP TCLL 25.0 Plates Increase 1 15 I TC 0.62 ! Vert(LL) -0.07 2-8 >999 360 I MT20 185/148 TCDL 8.0 Lumoer Increase 1.i5 �i BC G 30 Vert(TL) -G.i4 2-8 >487 240 ', B�_L 0.0 ' Rep Stress Incr YES � WB 0 00 Horz(TL) -0.01 6 n/a n/a I BCDL i.D Code IRC2009�'TPI2007 ', (Matrix) ', ! Weight:32 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross , bracing be installed during truss erection,in accordance with ', Stabilizer Installationguide. _ __ REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,8=Mechanical.3=03-0 (Ib)- Max Horz 2=262(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)5 except 3=-124(LC 5),6=-144(LC 6) Max Grav All reactions 250 Ib or less atjoint(s)8,5 except 2=324(LC 1),3=316(LC 1),6=419(LC 1) FORCES (Ib)-Max.CompJMax.Ten.-Ail forces 250(Ib)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf,BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed,MWFRS(low-rise)gable end zone; cantilever left and right expos2d;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 1�.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except Qt=1b) 3=124,6=144. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,6.5. 8)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �� ,� �� 4*.w:� �`l;. �� = 1� �t��,�- � 7 %" i( )6 : , � �'�-"��, `�}�,ts t F�� `;. ,.4,5'Pfri\;'�L 1=~`U July 27,2012 l�i!�}"il�dING-lfcritfi�desiean}aramelers anu�.F'BI1 t�CaTES CiFcy TF9'IS�NT-D I�t L iTZ3�1?AFI7EY'}:":Ei�7'�:NC.e P&GE A}t1 T47�^€3�FClic'�"tTSE. ' •�� ,� D=sign valid ior use only with Miiek connectors.This desian is basea only upon parameters showr.,and is for an inarvidual building component. ', � i Applicabili}y of des gn parameters and proper incorporaiion of comoonent is resoonsibilitv of building designer-nof iruss designer.Brocing snown , i;ior latera!support of individual web memners only. Additlonal temoorary bracing to insure siability auring consirucfion is th=responsibillity of ihe . �e p�^r�Es� �, erectoc Additionai permanent bracing of the ov=ral!struciure is ihe responsibiliiy of th=buildina ciesiQner.For general guidance reqarding ��, ¢fl r Q� �, faoricatior quolity control,sforage,dellvery ere,.tion ond bracing consult ANSI/TPI7 Quahty Critena,�SB-89 and BCSI Building Compooen} I 7777 Greenback Lane.Suite 10� Safety Iniormafion�avodable from Truss Piote Instdut_,781 N Lee Sireet Suue 312 Alexandna VH 22314 'I Citrus Heights.CA,95610 i`�c�a,Me,rtir;z,. a S.a;! �ri er:s_r,a�.ah,..l.i�e ..s�r:��g�,�e.-ar�th.seef;:vctve,�±i"it12,r�;�LS�M i. ,��o:c��l7�SF[�. ----- --- — ------ --- --- _ .iob i russ ';n,ss Type .�p� P�y Parr EvelTacoma Peoples Builoer/3357 R3 � ' R34904654 W'20700J JA20 IJack-Open Truss 1 1 ' ' ___ _Job Reference o tional `---- --____ —-- ____— �—�------------- -- The Truss Co.!Tri-County Truss, Sumner WA/Eugene OR/Buriington WA ?.35D s Jul 1S 2012 MiTek Industnes,Inc. Fri Jul 27 1434 45 2012 Page 1 • IC:r9hNCJQBYdPmzEu?ums_ZzytqPl-4UgHquwKWIS_Ct?BJA9Q80io0M0UDots1olmXhy1p88 -i-o-o E-o-o ie-s-n i-o-o' e-o—e io-s-� soae=�.sa_e e � -'� , , � i i s �-,/ � ,!� o I %..- � � sao� �: < / .. i,-''� w j/ � 3 /;� /��, _ i�; � --� ' �� ° C � �x4 - - 6-0-0 6-0-0 ___._._._. __._--___— ---.____---___—_.—____—__._...__.___—_. LOADING (ps� , SPACING 2-0-0 I CSI ' DEFL in Qoc) Udefl Ud ' PLATES GRIP TCLL 25.0 , Plates Increase 1.15 I TC 0 62 Vert(LL) -0.07 2-7 >999 360 MT20 185�148 TCDL 8.0 ', Lumber Increase 1.15 I B� G.30 ' Vert(?L} -0 i4 �-7 >487 240 BCLL 0.0 " , Rep Stress Incr YES I WB o.00 Horz(TL) -0.00 5 Na n!a BCDL 7.0 Code IRC2009/TP12007 (Matrix) Weight:30 Ib FT=16% i LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross I bracing be installed during truss erection,in accordance with � '_Stabilizer Installationsuide. __' REACTIONS All bearings 0-1-8 except(jt=length)2=0-5-8,7=Mechanical,3=0-3-0. (Ib)- Max Horz 2=241(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)4 except 3=-123(LC 5),5=-104(LC 5) Max Grav All reactions 250 Ib or less at joint(s)7,4 except 2=324(�C 1),3=316(LC 1),5=3�1(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42Psf;h=25ft;Cat.II;Exp B,enclosed;MWFRS(low-rise)gable end zone, cantilever left and right exposed;end vertical left and right exposed;Lumoer DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)5,4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b) 3=123,5=104. 7)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)3,5,4. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��l.R``• f,�-�j �,.�,.�y ;�,y ti.j. l_ ��? `�P�. � .�, �' 11.� �,.� ,, ,( E� 1, /.w: �'i ��.rc�-t.��. .;, f:� ��: ' .S/F)�'.,^�t.�� July 27,2012 uY@F:FJfNG-V�-rr�ija}dr_.x�ra par°am�ers cuac,?3i�§tJ I�'i2"�.0 CiN i'fLP�'�,'.dA?L"IA�C'LL1Z3�i11r�d7'�%I4 I="_c^F�C�1'�daE fiill-747:�E3E�'t)A2E Ff�E I � Desigr valid for use only witn Miiek conneciors.Tnis desgn is basea only upon parameters shown,and a for qn individual building componeni. '�. I Appiicabllity of design parameters and proper incorporation of componeM is resoonsibiliry of buildinq designer-not truss designer.Bracinq shown ��, is for iateral supporf of inaividual web members only-Additlonal temporary bracing io Insure stobility dunng constructlon ls fhe responsibillity ot fhe , p p�� erector. Additiona�permanent bracing o!}ne ovewli strudure is ihe responsibility oi ine buildina designec ror aen=ral guidance reaardinp ', BVC I, fabncation,quolity conirol,storooe,deiivery,erection and bracing,corsuB ANSI/TPII Ouality Crfleria,�SB-89 and BCSI Butlding Componenf ��. � 7�77 Greenback!ane,Suite 709 � Safey Intormation ovoilable from Truss Piate Insfduie,781 Iv Lee Stre t Sude 3 Alexandna VP 223 4 '� Citrus HeigMs.CA.95610 I. ;;a=;:.h��^A°�wirie I�v a��F:al �n�`=.erty_�e�oti..I,L?re�essu:=.q.a�. ��tI.seeCiYCk e i��d�9;ht'1..�,�:L�r c r�._,�>�:��11,;SE�IE. --- ---- - - __ _ - - --- ,.,b Truss �russ Type �t� Ply Parr EvaTa�omG P..opiee B.� d.,r1�35r R3 R349046:5 VV1207007 JA21 ,Jack-Open Truss 1 1 ' Job Reference ootional) The Truss,r,o.i Tri-County Truss, Sumner WA;Eugene OR i Burlington WA 7.350 s Jul 18 2012 MiTek Intlustries Inc rr Jul 27 14.34 45 20 i2 Faae t • ID:r9hNbJ�8YdPmzEu?ums_ZzytqPl-4UgHquwKWIS_Ct?°JA9Q80io01v10UDots1 olrrXhytp°b -'�-0-0 6-0-0 14-5� 'i-D-O 6-0-0 � 8-5� � S-.ale=1�.48 E E /F 5 � //�'�' c � � 4 /.....�� ,,% 60C,12 � /�� ` /��// m /� �� %� �-�" Z //—"_ � o � �L -- ' 3x<- i 6-0-0 6-0-0 LORDWG (as� SPACING 2-0-0 , CSI DEFL in (loc) Udefl L/d , PLATES GRIP TCLL 25.0 Plates Increase 1.15 ' TC 0.62 Vert(LL) -0.07 2-7 >999 360 NT20 185/148 TCDL 8.0 Lumber Increase 1.15 I BC 0.30 Vert(TL) -0.14 2-7 >487 240 BC!L 0.0 * Rep Stress Incr YES ', WB 0.00 Horz(TL) -0.00 5 n!a n/a BCDL ?.0 Code IRC2009lTPI2007 , (Matrx) Weight 27 Ib FT=15°/ LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross � bracing be installed durino truss erection,in accordance with '� Stabilizer Installation quide �� REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8,7=Mechanical,3=0-3-0. Qb)- Max Horz 2=216(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)5,4 except 3=-123(LC 5) Max Grav All reactions 250 Ib or less at joint(s)7,5,4 except 2=324(LC 1),3=316(LC 1) FORCES Qb)-Max Comp./Max Ten.-Ail forces 250(Ib)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf, BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Qow-rise)gable end zone. cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fft beriveen the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5;4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4 except Qt=1b)3=123. 7)Beveled plat=or shim required to provide full bearing surface with truss chord at joint(s)3,5,4. 8)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fxed heels"Member end fixity model was used in the analysis and design of this truss. 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE{S) Standard _ {, T/5( .� ` .J. I I;y�`3r �� L �4. �: jf� �_ ✓ ,�„�`' �'. 4� � < { .° ?: N �r�, ,_i(} „.� �; J��, �<rt;�Z'l.R�' �,� ••.S,y`1�J;'�':'�l.t:'`'�.> July 27,2012 E&�.AIINC:-V er�ifqe d�.ze�s�grar°eerrcel�r^s mz4'I'cE.'AI?Nt<<'C�C1Id Tffl�'hA��iR?C'i,�.€IA�t?�7f7'�`.�i"F��'EI2F,f#£'.�F�CsE lYF"iI-?4 i:&�"CtF�'"@��,,�: � I Desian valid for use onry with Miiek connectors.This aesian is based only upon parameters snown,and is for an inaiwdual builaing component. '�, Applicabiiity of design parameters ana proper incorporation of component is responsibiliiy of building designer-nof truss designer.Bracino shown '�. ! is for laiero�support of individual web members only. Hdditionol femporary bracing to insure slability dunng consiruction is ihe iesponsibillity o`.!n_ ' ��ghg�� i Ierecio!. Additional permanent brocine oi ihe overall structure is the r�sponsibilify of ihe buildino designer.For general guidance regarding . Mct'�, i iconcation,quality conirol,storage delivery erection ond braang consul' ANSI/TPIt Qunlrty Cniena DSB-89 and BCSI Building Component ��. 7777 Greenback Lane.Suite 109 I Safety Information available from Trus °laie Insitrute,781 N Lee Stree Suiie 372 Alexanana VA 22314 '. Citrus Heights CA.95610 I L_ 1`:��y:hie•t.�ir1e 4 a_CNerj �nz?�r��s.3��itF�a,g i.�°es��:=_��.,��r>€F_s�e e`�ec�t �t e 6�s:�is 2 3�..L�G�. t��Is.�.#t�;S�[�. � - — __---- - --- - - --- - Joo 7�uss Truss Tyc� '�ty ��y Parr Eve�acoma Peopl°s Bwlo..rr,,..�i R3 R34904655 W`2G700? ,JA22 Jack-Open Truss 1 1 Job Reference(optional)______ The Truss Ccl Tri-Count 7 � � y russ, Sunner WA!Eugene OR;Buriington W/, 7.350 s Jul 18 2012 MiTek Industries,Inc Fri Jul 27 14.34 46 2012 Page 1 ID:r9hNbJQ8YdPmzEu?ums_ZzytqPl-YgDf2EuyHcarq1 aNttgfgbFzmlt�jyF7?GSUJ37ytp87 ,-ao e-o-c iv�a i o o ------- 6_0_p ---- -- 6_5-0 - s�a�E_,�az s e I � � � i 6� / ' oI fi _ B_OP'�12 j�� 3/� / � �� j�/ � n-,. z � _-"_-_"_' �J '. o _ ' __ � 3xG�� 7 6-0-� 6-D-C _.__ ._________.-_—_ i_________.___.——_-__ -- . . LOADING (ps� SPACING 2-0-0 li CSI � DEFL in poc) Udefl L/d �� PLATES GRIP TCLL 25.0 Plates Increase 1.15 I TC 0.62 I Vert(LL) -0.07 2-7 >999 360 MT2D 185/148 TCDL fiA Lumber increase 1.15 ' BC 0.30 Vert(T�) -0.14 2-7 >487 240 , BCLL 0.0 ' Rep Stress Incr YES �� VJB 0.00 Horz(TL) -0.00 5 n/a n/a I BCDL 7 0 ' Code IRC20�9/TPI2007 , (Matrix! ' Weight 25 Ib FT=16% ----'-- --_...----- , ! LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ', MiTek recommends that Stabilizers and required cross � bracing be installed during truss erection,in accordance with Stabilizer Installation�uide. ____,___ _ __ REACTIONS All bearings 0-1-8 except Qt=length)2=0-5-8.�=Mechanical,3=0-3-0. (Ib)- Max Horz 2=185(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)2,3,4 except 5=-121(LC 6) Max Grav All reactions 250 Ib or less at joint(s)7.4 except 2=324(LC 1),3=250(LC 1) 5=316(LC 1) FORCES Qb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)aable end zone:. cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord Iive load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit behveen the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanial connection(by others)of truss to beari�g plate at joint(s)4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,4 except Qt=1b)5=121. 7)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)3,4,5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fxity model was used in the analysis and design of this truss. 10)Ali dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard ��_^ �.`�� p..1'� �' ;;. ti�<'��z'r.� /- r� � ~My� � �.1 ��,�, ' � °/* � �+. �FJ�t' : ��Il�'t P`�:\�` l\. '�,5'!(j?�:'1 L t:"`�"> Jufy 27,2012 i 6��.8"A�li�i"v-ti'�rz**€izsigr:przr�rmeters ma4�AI}N(t�.^�`�•C CsN s"'NIS��k II+T�LU1?�'s£?�Yf3�K�?��'I�2�Ii�;"�F'dCr�3}7iI 7+�1,^>'�,f�`'d)r`7�atSk', � � Design valid io!vse only with M7ek connecrors.This oesign Is bas=d only upon oarameters shown,and is for an individual building compon_nt. � � Appiicability oi design param=_ters and proper Incorporatior of component is responsibility of buildina designer-not iruss designer.Brocing snown . �, is for laterql support of individual web members only. Additional temporory bracing to insure s�ability dunng consiructior�is ine responsioillify of ihe �fy�`'= erector. Addifional permaneni bradng of ine overall srructure Is ihe responslbility of ihe building desl�ner.For general cuidance regardino '� 1 16. � fabncailon,qualiiy controL siorage,oeiivery,eredion and brocing,consult ANSI/TPI7 Quality CrHeria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 i Safety Informafion availaole from Truss Plat Insrituie,781 N.Lee Srr ' S�ite 31 HI xandna VA 22314 '� Citrus Hei hts.CP..9561G I i:�c�:=..�� i�;=irre;c n SF>'i �n�et,�r is s.�r�.3 a., t€5��..s€a��=.�>7�Y�ar:` �.e e.,a.tE e t o�`s 2f ��;nL 4�r r�°cr��e�:rs} SFiE, _ 9 � ____ __--- - _ _-- - ---- Job Truss �Truss 7yoe �Qty � �?ly Parr Eve/TaCOme Peoples Builqerl3351 R3 �� R34904E57 W12070G7 JA23 IJACK �6 1 ' Job Reference o tional The Truss�oJ Tri-County Truss, Sumner WA!Euaene OR!Burimgton WA Z35G s Jul 18 2012 MiTek Industries.Inc. Fri Jul 2�14:34:46 2012 Page 1 • ID:r9hNbJQ8YdPmz�u?ums_Zzy[qPl-YgDf2E�.yHcarq1aNttgfgbF_41MOyF7?GSUJ37ytp87 ��0—"0 ---- 6-0-0 _,__ i,-o-� ----- _— ----' i-o-o ' e-o-o s-o-a Scale=1.38.3 � � �' " �� I11I! � . 4 � -" �L\ i soo,iz � 3� ,.� ' j' �.� � /� � ..� � � 2 , % i i i � ^ � / ` i :�. ,.../�,. , 1 L.,� � 3x4= 6 6-0-0 6-G-0 _ —___"___ —_"_—.-- —_,I__' —'___...—_— _—'_"_ LOADING (ps� SPACING 2-0-0 �' CSI DEFL in Qoc) I/defi Ud �I PLATES GRIP TCLL 25.0 Plates Increase 1.15 I TC 0.53 I�I Vert(LL) -0.06 2-6 >999 360 �I MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 029 Vert(TL) -0.12 2-0 >533 240 ', BCLL 0.0 ' ', Rep Stress Incr YES WB 0.00 Horz(TL) -�.00 5 n(a n/a , BCDL 7A Code IRC2009/TPI2007 (Matrix) Weight:23 Ib FT=16°/ LUMBER BRACING TOP CHORD 2x4 HF Ne2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. MiTek recommends that Stabilizers and required cross li bracing be installed during truss erection,in accordance with Stabilizer Installationguide___ ______� REACTIONS All bearings 0-5-8 except Qt=length)5=Mechanical,6=Mechanical. Qb)- Max Horz 2=167(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)5,2;4 except 3=-118(LC 5) Niax Grav All reactions 250 Ib or less at joint(s)5,6,4 except 2=312(LC 1),3=306(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (9) 1)Wind ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B,encfosed;MWFRS Qow-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,2,4 except (ji=1b)3=118. 5)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)3,4. 7)This truss is designed in accordanc=with the 20Q9 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fxed heels"Member end fixity modei was used in the analysis and design of this truss. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard k�'� rr, � ��= '�� . °�;��f�� 1- J'°� �€ ,,_� y. f. �� /J "y I ,�+�..•. Nr,,. fr�, �� / :.:�. J�C ,f Cil.`�I.C-t�'� .q;� �,5,$•��?!:�,l.�`�"`� July 27,2012 �I LC{�7fNfNG L ar-,a`_r�<zrasqr,�at•rnameters cmct�D Ntl2'ES£5N i�3CS.�L�iR?��,RX��T'r�FLiF'�R�diit.'�'P�d�E�T'il-I�T s�F3F.f`�1I2E i7�'. �� Desigr�vplid for use only wiih Miiek connectors.This design is basec only upor�oarameters snown,ana is for an individual building comoonent. � � Appiicabillty of design parameters and proper incorporafion of component is responsioility of builaing designer-not}russ designer.Bracing shown I is for laterai suppori of individual web members oniy. Addliional temporary bracing to insure stability dunng construction is tne resoonsibillity of the ��, {q�g�g�g�� erector. Additlonai permanent bracing of ihe overall siructure is the responsiollity o`fhe building designer.For qeneral guidance reoarding ' It'6 ! !4. � fobncafion quality control storoge,delN ry erection and or�cin5 consul' ANSI/TPIi Quahty Cntena DSB-89 and BCSI Building Component ' 7777 Greenback Lane,Suite 1Q9 �� Safety Informafion avoiloble from Truss Piate insiduie 781 N �ee Siree Suite 3 2 F wxandna VA 223 i 4 �� Citrus Heights.CA.9561G I 1`.��v.h�e u t�ts�e� �.cE°SF:�:i.an�`��x€��^�e>a ie_�,;4�e� s(a��A�=xa.,tr��ars Y _ e e,;&:i _t.�.�°t�c J,r.��_ I�<*t��i�:��aF�[�. , _-- — --- -- -- -_ __ — _ --- - .,ob Truss 7russ Type C1iy ��iy � Parr Eve�acoma Peoples Builder/3357 R3 � R349G455R '1Ni:?D7DG7 JA24 Jack-Open Truss I2 1 Job Reference(optlonal) ___ T��`russ Cc.r Tri-County Truss. Sumner WN/Euoene OR/Buriington WA 7.350 s Jul 18 2012 MiTek Industnes,Ina Fri Jul 27 14:34 46 2012 Paqe 1 • ID:r9hNbJ�8YdPmzEu?ums_ZzytqPl-YgDf2ExyHcarqlaNttgfqbF511Q0yF7?GSUJ37ytp87 -t-D-G t-1'�-i t 2-4G ~ 1-0-0 1�1-11 D-�5 5ca�e=t913 I 3 4 � ;�I �� I I �� '., /" j ��. 5.0�112 � I / / / i' � ol ' � vl /'��" -': �I z /�� ..-- �—� / 9 ,, � r— --1'� Y / I ml � / m �I j / . . � /�_— �� G i % I� / i / , —� i: � � % 5 � I I � �I \X r � � 3xa= 1-11-11 2-0.0 -- ,-„-„ -- o-o'-s LOADING (ps� ' SPACING 2-0-0 i CSI ' DEFL in (loc) I/defl Ud � PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 �i TC 0.07 , Vert(LL) -0.00 2 >999 360 ', MT20 1S5/148 TCDL 8.G Lumber Increase 1.i 5 ' BC 0.03 ', Vert(TL) -G 00 2-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 ', Horz(TL) -G.00 3 n/a n/a BCDL 7.0 Code IRC2009!TPI2007 (Matrix) il Weight:6 Ib FT=1E% IUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Strudural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. � MiTek recommends that Stabilizers and required cross , ', bracing be installed during truss erection,in accordance with ' Stabilizer Installationsuide. _ ' REACTIONS (Ib/size) 2=163/0-5-8 (min 0-1-8).5=14/Mechanical.3=43/Mechanical Max Horz 2=47(LC 5) Max Uplift 2=-41(LC 5),3=-16(LC 5) Max Grav 2=163(LC 1),5=33(LC 2),3=43(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf,h=25ft;Cat. II;Exp B;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3;'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-D tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others;of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. 6)This truss is designed in accordance with the 2009 International Residential Code sectlons R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fxed heels"Member end fixity model was used in th=analysis and design of this truss. 8)All dimensions given in feet-inches-sixteenths(FFfISS)format. LOAD CASE(S) Standard ��*.h1-.F � � , G'£ �"l,��d �; : %�� ' t, � f:� •;� {` i .� � � / �. r �t� 6 .� � '��'��„,r°`{Jt`i-t;c .1�_� .S,�f��'A l.l"`�4 July 27,2012 ' k GT��I',11dRt{�-1Jerify rfrc:gn�s<ar°�meters c�rz�"F�A�J hK:�3��Cilfi 7'fl]:C.$NJ3TNt'`�iJL?r1:��7'�i�:�F'�' ','9("�.PA��'iI-74i'"#l3�FC3}2E€ISE. ! �� IDesig�volid ior use only wlth MRek connectorz.This aesign is bas=d only upon parameters snown,ana is for on individuol building component. �i , Aoplicability of design param=lers and prepe�incorporation of component is r=sponsibiliiy of building desiqner-not}russ desianer.Brocing shown I � Is tor iateral support of indivldual web members only.Additional iemporary brncing to insure stability during construcfion is ihe resoonsibillity of the ' p��g�r erector. Additiona:permaneN bracing of ih=ov=ral!structure is ihe responsioility o'ine building designer.For general guidance r=gardlno I #YI F6, ��, fabrication,qualify o�rrol,storoge,delivery,er cfion and brocing consult AN51/TPI7 QualHy Crkena,DSB-89 and BCSI Building Component �� 77�GreenoacY,Lane.Suite 109 Safely Information avoilable trom iruss Plate Instdute 781 N Lee Streei Suite 312 Alexandna VA 223 i4 Ciirus Heights.CA.°5610 i 1`�.�;�h�,r��sne � � 5�`�'t tr�a��r°�c�etia��F„r ;=�e�esfa��r��Y,� ��r?tt�.�e e��:X r£.,,�t<.,:413��y'r^,L.�4�. ( 3=a�z.��li;�SFf�', � — - ----- -- --- ` ------ ____— -- _ __ - -- ---_ _ �ob Trus= Truss Type� ��.y �i>� °arr E��e/Tacom�Peoples Buiiderl3357 R3 R34904559 I Wi2u?OG7 JA25 Jack-Oper Truss '2 1 Job Reference(optional) The Truss;,o.%Trl-County Truss. Sumner WA/Eugene OR i 9urlington WA� 7.350 s Jul 18 2012 MiTek Industries,Inc. Fri Jul 27 14�.34:47 2012 Paoe 1 � ID:r9hNbJQ8YdPmzEu?ums_ZzytqP4-Osn 1 Faya2viiSB9ZRbBuDpoEW9mFhiN9U6EtbZytp86 -1-D-0 2-0-C 3-11'1 F-_'�_p_� — .2_O.C._—— . 1-11-11 —_—_. S..aie=^��.i]s � �r!'�� 1 � ''J � � �' e � �� io / % I / �/ �' j �I _ 6_001�2 ' � I /= I / /. , / � o i" � � PI rv i M l � M / / I i 7 � / / ___— __I�^I II� I � �— ` / I� i II;� � /� ..�_ .__ _ t _ / � � i � �—j �/ \� 3x< = G 2-G-0 — 2GC ._--- —_.___-----_— --_'— —_—____'—_ __—_—_'___ —_—_'_'__ LOADING (ps� ' SPACING 2-0-0 I� CSI , DEFL in (foc) I/defl L/d I PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 ' TC 0.23 , Vert(LL) -0.00 2 >999 350 i MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC G.03 , 'Jert(TL) -u.00 2-4 >999 24Q '� BCLL OA " Rep Stress Incr YES WB 0.00 ' Horz(TL) -G.00 3 Na n/a I BCDL 7A Code IRC2009/TPI2007 (Matrix) ' � Weight:9 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with _Stabilizer Installation guide. _______,____ REACTIONS (Ib/size) 3=118/Mechanical,2=220/0-5-8 (min.0-1-8),4=14/Mechanical Max Horz 2=73(LC 5) Max Uplift 3=-44(LC 5),2=-48(LC 5) Max Grav 3=118(LC 1),2=220(LC 1).4=33(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=42psf;h=25ft;Cat. II;Exp B:enclosed.MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1 33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 DO Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 International Reside�tial Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �1,,�-; .'. TIr�;G� ��. ,c�'��t�� 1- ��'� :.t'.� „%,� ��,, �l � ,,� � ' ! � i{} b �� /� ,t�' �"�1�, f{i1S I1:k1' ,,4=-,��: -..5.$"1(j'ti`:�� F:�`� > July 27,2012 i �t{'11 t:af NfNCF ti et�fi;�dr•:is�n g}.ar-,am��»s tt��' '�c�d' }ldd f�'�.fi Cs1�7�3XS At'7�'tN(L[l�)��M!T'EEi *�`3�'�^ZEita�C.t�'At�E L�9"i t T��.^:81;r t1'K'�'Idz,�.�^'. � I I Desigr valid tor use only witn MiTek connectors.Tnis design is based only upon parameters snown,and is for on indiwdual ouilaing compon_nt. , � Applicabiliiy of desgn parameters and proper incorporatior�o!componenf is responsibility of builping des gn=r-nof truss designer.Brocing showr � Is for ia}eral suppori of Inaivldual web members only. Addiflonal iemporory brodng to insure stabifty au�ng constructlon Is ihe responsibillity o`fhe !, �p��q^��- � � eredor_Additional permaneni bracinq ot ihe overali sir�cture Is ihe responsioiliiy oi ihe building desi�ner.For general guidance reaarding 'i SYI @ I fporicaiion,quolity conirol,storage,deiivery,erecYion and brqcing,consuli ANSI/TPI1 Quality Cr'rferia,DSB-89 and BCSI Building Component ��, 7777 Greenback Lane.Suite 1Q9 SaFety Informafion available from Tr�ss Plate Instdute,781 N Lee Stree� Suite 312 Alexandna VA 2�.3'4 Citrus Heights.CH.95610 � ��;.hi�°f��ine t"v a S��rl..�n�,��r��.tie,tr€tFb�,t��e�.�z�r;s��u�:�r�!k�ce e�;e;�� e t��s.t.�ti3,�s YL��i� �,,��e>e��Gxs�Sf�t�, �� C��" z � m y r. � -o "'`� "' c D -� -� D O �O `� ` � � � � � -i ° -D+ �� Z D X r" �� "' , � J � � r N Q - r i m � n I I _, � ' !�5 G�°' -� 3 � � O n w C� '� ,. 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