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2385A Truss Specs P.O.Box 1770 {�uo#ation Takeoff Pag�� ' Sumner,WA 89390 (2fi3)883-5555 QUOTE #• 1110160C DATE: 10!'l7/11 Fau:(253)991-1168 � �ll°,��CO. SALES REP: Mike Poorman � BUILDCN(3 SUPPLY INC. ; SOUNDBUILT NW,LLC JOB NAME: LOT# SUBDIV: �_ s ; ' i°, ' P O BOX 73790 MODEL:L2M-2385A 3CAR TAG: ORDERED BY ; z � PUYALLUP,WA 98373 DELIVERY INSTRUCTIONS: BY DATE � ° , (25$�84S-a82� QUOTE DA 1U/17/11 LAYOUT ! 1 � H L2M-2385A 3CAR ENGN. 1! : z , SPECIAL INSTRISCTIONS: P ' T t � � RooF rRUSSEs PROFILE NPE QTY sASE O!A PITCH LUMBER OVERHANG CAN7{LEVER STUB HEIGHT ID PLY SPAIV SPAN TOP BOT TOP BOT LEFT RIGHT LEF'C ftIGHT IEFT RIGH7 � _ SPECiAL 24•OB-04 24-08•�0 – � 08-03-0 gz 4 89 Ibs.each 8•0 4.0 2 X 4 2 X 4 01-01-15 07-01-15 � � 399.d1 � —GABLE 2A-OB-00 24-U6•00 � i � f � �� T��_ 09•03-0 B4 � 153 lbs.each 8•0 0.00�2 X 4 2 X 4� o�-o�-�s 153.51 � FINK I. 12 24•OB•00 'f5-43-OB –I�_I �-'�– 08-03-0 B5 73 Ibs.each __..._ 8•00 0.00 2 X 4 2 X 4 �01-01-15 09-02-08 882.91 – � – SPECIAL _I– .� 24-08-00 15•03-OB _��_..��_ 09-03-0 65A � 99 Ibs.each 8•0a 0.00 2 X 4 2 X 4 01-U1-15 09-02-08 897.81b � HOWE 1 24-06-00 24-OB-00 BB 2 P! 141 Ibs.each B•� 0.0 2 X 4 2 X 10 07-01-15 08-03-0 283.916 ._ � G gBLE I � 24•0�-QOlbs 2 aCh 00_L 8.0�4.00�2 X 4 2 X 4 09-01-15 01-Oi-15 �__ _^_�_v�---�� 08-Q3•0 ---- � 1�7.31 ---- --.......__.�_ ,.---- - SCISSORS 14-40-00 14-00-DO 05-09-0 �2 � ___ 43 Ibs.each _8. 4.0 2 X 4 2 X 4 01-01-15 01-01-15 ��_ __ 43.21 GABLE � i4-408�Ibs.�ach 90 8.00 0.00 2X4�2X4 01-01-15 01-01-15 �� C4 05-09-U BB.81b J � SPECIALY 08-D8-00 05-05-Q8 ! I � I �� 03-03-4 p� 5 21 Ibs.each B.� 0.0 2 X 4�2 X 4 01-01-15 U o�-oo-oa u� 105.31b � �UEEN POST OB-U8-00 06-06-UO I I I I�� 03-03-4 p2 � 22 fbs.each 8.00� 0.00�2 X 4 2 X 4�01-01-15 01-01-i5 22.51b � GABLE O6-OS-04 OS-OB-00 M I � �� 03-03-0 D3 � 33 Ibs.each 8•Od 0.00 2 X 4 2 X 4 01-01-95 01-Ot-15 33.OIb GABLE 38-08-OU � 39-06-00 07-07-0 , �'�""� �� __� 209 Ibs.each 4.0o 0.0�0 2 X 4,2 X 4(02-02-05 � 02-02-05 �_ 201.5 ..�� VAULT 38-0&00 38•08-00 07-07-0 � ��/ �!v'`�- �Z I 2 i80 Ibs.each 4,00 2,00�2 X 4 f 2 X 4 02-02-05 02-02-05 321.51 i_ - — ._ _�� VAULT � 39-08_901 39�01-OB I ��. __�W fl6-10-1 , i G3 151 Ibs,eaCh b.0 2.0012 X 4 2 X 4 00-01-08 00-03-00 757.51 }, �,�- ;...� ._ . .. ._ . .. � ._ 4.::.�7 ,.,r r-, « Page: 2 SOUNDBUILT NW, LLC Quote Number: 9110160C ROOF TRUSSES PROFILE '�PE QTY BASE O/A PITCH LUMBER OVERHANG CANTILEVER STUB HEIGHT �D PLY SPAN SPAN TOP BOT TOP BOT LEFT RIGHT LEFT RIOHT LEFT RIGHT TRIPLE HOWE 1 39-OB-OQ 39•01-08 OB-10-'1 Ga 2 pl 224 Ibs.e ch 4.0 0.0 2 X 8 2 X 6 00-01-08 00-03-00 44e.�ia G HBLH I � ��3A81bs.oeaCh 0e_� 8.00� 0.00 2 X 4�2 X 4 01-UB-00 � 04-09-1 �1.3 � MONO TRUSS 07-05-08 O7-US-08 i I i H2 2 24 Ibs.each g•fl0� O.00�z x a�2 X 4 01-U6-90 04•09-1 48.81 � MOW H3RUSS 4 04-0;-081b e Ch Og g• 0.0 2 X A 2 X 4 01-08-00 �00-OB-00 � 03-06-t et.ai � MONO Ti2USS O4-o2-08 04-42-OB H4 I 3 14 Ibs.each 8.00� 0.00 2 X 4I 2 X A 01-08•00 03•02-0 43.5I � J H8K I � 02-00 0/bs.each O� 8.00� 0.00 2 X 412 X A U7-OB•00 03-00-00 03-08-9 10.91b FINK 20-00•90 20•OQ-00 �� 06-00-1 K� 4 73 Ibs.eaCh 6.0 0.0 2 X 4 2 X 4 Ot-06-U8 01-06-00 --_---._�.__.._..------J-.-----�„_._�� ze�ni - ----------------- _..._._.� ---- (3ABLE ,� 20-00-90 20-00-00 I �N FI N � - �� 1 � OB•00-1 KZ 92 Ibs.each _ �8:00` 0.0 2 X 4�2 X 4 01 08-00 01-98-00 � 02.Sfb File: F:IMITEKWOBS11110160C1B2.TRE Loading: 25- 8- 0 - 7 Total Weight: 4,805 Max. Height: 9•2 1TEMS Q7Y I'fEM TYPE DHSCRtPTION LENGTH NOTES FT-IN-16 74 Blocks 2 X 4 Vented 4-hole 19 Hangers JUS26 [100-ctn] .-�------�--�— 5 Hangers THD26 (20-ctn] 1 Hanger TMDM210-2 QUOTE#q110160C JOB#: TRUSSES: 60 ALL PRODUCTS: 159 Quoted price subject to change if not accepted within 7 days and shipped witliin 14 days,Price includes delivery to plate ltne if accCSSible and trusses will be delivered in bundles.The'IYuss Company reserves the right to ground drop product due to unsafe or impractical jobsite cRnditions.The Truss Company is not responsiblc for dalays due to circumstances beyond our control.Sales subject to credit tcrms&conditions as determined by The Truss Company, ACCEPTED BY SEILER ACCEPTED BY BUYER PURCHASER: BY: TITLE: BY: ADDRESS: TITLE: DATE OF ACC�PTANCE: PHONE: DA7�: r � R $ � J � � � � Z U �o J M A � � n w ZW Z_ � � _.._ _� -- � sp R z N �d �w =_ `� Ww e1V°o o°l�`� A 7 C t^ � U) Z�L��Fw ({� N'N M Y � ii � x Y O�' �s b� O� �� ~ �xVp,a� � _ U �„ =�`i ��$—��-�Z !U3 NN2� � 9 n ' = n e �e � _ � i� �x — �aN��a2 � ' .. V a ' �b �s r pj o n - z o � �v��p3 w ; n � � � ��3� c� a J= z .�� x � � » � a � • �• � .� vX��pp�'g x �� HH � � .°a gb9a �s � = IrJUp�a �a�o — -- -- m " x ;� �� O �a��N - a n e a n o �q� �F�M`�r _y� � w a? �N �a � W0�j Ly1J �N �,...-,6.._:,,,,...� � �am� a � ��a� a °N�p > � y z � � a po ri ---..__._.__.._._�_----...---..__---__..._.___.._._� ao-:s co-s a i VPOL _' __�_'.. �----.— Yv o-ax � ___ `_'_ � __'__—r._..__ ___.___..._N_______..�� . QQ � a O .ez ........._._..v_�E—_.—_._.......�..........-..-�_ .�- � M H H � -- ia _` ){ � t1 _ ss tH 8(11 r � tH � J _ `� /H Q \ 4 � CN L CN � a A - . — =k - p � LH '_"" — __ . IN d � ' "'___ i — —o-o-t - -- � --- - -------..__._...._..._ _ oe . � zo g :o � - o-- o x $ � I9 �- �g� o-aor 0'trS _....---°°--o-o-ci—�.�.,� + ' T � �� Nf�Tel�a MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Tetephone 9161676-1900 Fax 9161676-1909 Re: 1 110160C SOUNDBUILT/L2M 2385/DV The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by The Truss Company-Sumner, WA. Pages or sheets covered by this seal: R35080734 thru R35080755 My license renewal date for the state of Washington is August l,2014. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. ��.K 5- TI,�'�� . �� _� ��w��ast� t �.. %�� _ `' ! ':� , 1�, f /� ,�. �', l - � � � i, i . '�` � � t� ., � �rJ�, r ' t�. ♦ ,.`' •S'S ' J�V.� 1_��` � August 30,2012 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solety for the truss components shown. The suitability and use of this component for any particular building is the responsibiliry of the building designer,per ANSUTPI 1. i � � y .._._.... I ISPECIAL --- ___ __.__ I �_ .---- -----��_ I '_f"-"` Qt Ply ' SOUNDBUtLT/L2M 2385/DY -------'°--;---- -..._. .-- -. .___..._._. -- i_.... _�_ � ._-__-,. _..__ __ d�b I ---___ . Truss ^----- 1 _ Y� Au 30 11.2425 201�P29 i 1110160C �82 i�Jsk.Aatetsns,�1sRitQneq---- � a---------------- 7.250 s Aug 25 2011 MiTek Industnes,Inc. Thu g The Truss Col Tn-Cou�1Y Truss.Sumner WA/Eugene OR I Budington WA ID:vOvoAldOVpWzMNYbSHkLJRzeFza-7H_UG1P?EkugwMldSTZ lD4JIzP7Jay4feMNryieka .12:�4.._..... . .,.._- .14§�--_.____ Z- __..._.._.._ __._.__.�42 L.._.__.._ ...'___.__.-8-3-15 ' --��i 1�--y'4f-_'_T___.$�_22� .__._____� .`________. 5-it�t t4�75 6-2-t2 B'Q'� SuN=1�82.e 5�3- < li i/� �`\\;'�\ I -�J �� \w�\. 17 � �%,/ �I ��\ .�\ eaol�z �, �/� j� \ �\ a.h � 3 // \\ �\ ' � / �I!� \ �� , =�� i! �' � j ' ;; :��; i � �/� C� ��. ,I ; ' ° _ �A,� p // II \\�� I i /, 5ie= \ �.. 1; I �� il / r �,.i �� 8 'fV � , �� l��! z � , , I�4 --� --- ; _ . _ - - � - ------ __."�_'-'__.�"__."_'__' B !x3� 3v5= t0 5�5=_ t00�11 a� li a-z-�z_�.._ �a��-e __--+-------�Z-4:9.---___._._..----i-----_..___..___Z4�-4--�---� . F- Ad-L -- _-_ __ _.� _ -f---- _^_.- e.2.� -�:]Z,_._ ----- - P�ace or►s�1x.Y�Q-2:_s.a�-s�,l3 ai-�2 a�-a�.ra o:2-4.4_t_i2L t§.:4-2-1•4-�121.-i@:��-9.4�-.4 __ ._ _---- ---_ --= _ _-. LOADING(Ps� �-- --- - �- ------i- �----- --- _ . SPACING 2-0-0 , CSI DEFL in (loc) Vdefl Ud i PLATES GRIP TCLL 25.0 I P�at��.�� 1,15 � TC 0.93 Vert(LL) -0.17 B >998 380 i MT20 185/148 (Roof Snow=25.0) � Lumber Increase 1.15 � BC 0.62 'i Vert(TL) -0.32 8-9 >889 240 I. TCDL 8.0 � Rep SVess Inu YES I WB 0.40 ; Ho¢(TL) 0.19 6 nla n/a i BCLL 0.0 ' i ��e IRC2009tfP12007 ; (Matnx) � _ Weight:100 Ib FT-16°10 @ D�L_-_-Z� _L___ -.._._ _..__-.-. . _..-- _----- -�------------- ____------- __�..---------------- ----.-�--- -_.. ____ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directry applied or 10.0-0 oc bracing.v__ WEBS 2 X 4 HFlSPF StudISTD'ExcepY ; MiTek recommends that Stabilizers and required uoss brecing I 4-9,48:2 X 4 HF No2 I be installed dunng truss erection,in accordance wkh Stebilizer i ��_.lnstailation.guide_---___------�__.�._-----------_______.: REACT10N3 (Ib/size) 2=1053/0.5-8 (min.0-t-12),6=1053/0.5-8 (min.0-1-10) Max Ho22=234(LC 6) Max Uplift2=-241(LC 7),6=-241(LC 8) FORCES (Ib)-Max.Comp.lMax.Ten.-Ali forces 250 pb)or less except when shown. TOP CHORD 2-3=1422/254,311=-1038/237,411=-917l286,412=-2233l438,5-12=-2351/410, 5-6=2507t364 BOT CHORD 2-10=-198/1082,9-10=198l1082,&9=-36/800,6-8=23712080 WEBS 3-9=-472/213,4-8=260l1694.5-8=-343/240 NOTES (11) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDl=4.2paf;h=25R;Cat.II;Exp C;enGosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and riyht exposed;Lumber DOL=7.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(flat rooi anow);Category�I;Exp C;Partiaily Exp.;CY-1.1 3)Unbalenced s�ow ioads have been considered for this design. 4)This Vuss has been desigrred for greater of min roof Iive load of 16.0 psf or 1.00 times flat roof load of 25,0 psf on overhangs non-ooncurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live ioad nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the battom chord in all areas where a rectangle 3-&0 taii by 2-0-0 wide will fit between the bottom chord and any other members. 7)Beenng atjoint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This Vuss is designed in accordance with the 2009 Intema6onal Residen6ai Code sections R502.11.1 and R802.10.2 and referenced �`}t � 1,�( standard ANSI/TPI 1. ' 9)"Semi-rigid pitchbreeks with fixed heeis"Member end fixiry model was used in the analysis and design ot this truss. �,P� �-''�� q � �1 10)This truss is designed for a creap factor of 1.25,which is used to calculate the total load deflectio�. The building designer shall � �1� veriry that this parameter fits with ihe intended use of this component. �� 11)All dimensions given in feet-inchessixteenths(FFIISS)format. � LOAD CASE(S) Standard � � �r 3( )E� ��,'�� . �r;�`�t�i�:. r.i -__^_ -- `,; ��;S�/1:t�'V:�t.�'.:: �� August 30,2012 , A WARJ�lT�lC'r 4'"ervfy ds�ign{iarxrrrurtec�cv+rd 12F.At1 NC7T�,:i�N TH7S Af117 tNC'LUt)E:[i MTT�74 XE"F'd:Ft1?!Ik".E:Ndf'rE p(tf 74'73 1#�`ORf:U±.+�, � �� -Deslgn vaGd for�se onty with NuTek connectors.This design u based onry upon paramaters shown,and is for an individual building componenf. � � App6cablNry ot desgn parameters antl propar incorporation of component is responsibility ot building designer-not truss designec&acing shown i ��Tek� is fa late�ol suppaf of individual web members onty.Additbnal temporary bracing to insare slobiNty dunng construction is ihe responsidl6ty of ihe , �� erector.Additional permanent Gracing ot tha overall siructure is the responsibiNry of fhe building designer.For general guidance re8artling � n7�Gresnback Lane,Surte 109 ��. fab�ication,qualiry conirol,storage,deCvery,ereclion and bracing,co�suit ANAR►11 Qua�fy CrM�rla.DS!-89 and 6CS1 6u1Wnq Compoe��d Citrus Heiphts,CA,95810 �.. Soh1y�niqmp�lon available trom Truis Plate Insfifute,1$1 N.Lae$treet Suite 312�lexandda VA 223I4 �� ' tt Sc*tikt+rrrt�Pm�s5i"tH'S�'PNUrntree as�4sex.ifie�l i4se s�^�E n��ues are rt�,��e rF1�cLVc t�'i41�2t� 1!��15+ i �_,;��.��u[sy 545t3. _�,...__ ;___. �-�__.__._._-.. -__ --�---`-- --- - ------ __ _- _. , � ' - _____ _..___ _.------ -------------__�.� -------- -----------..__.—___ ----- ,Job "- ---�-----iTruss TrussType Qty jPty SOUNDBUILT/L2M2385/OV R35080735� gq 'IGABIE 1 1 , ;t 110180C I � ,. � j,jq�RQtn�enc�(oo��nal) _ .. _-----._,----- �------� - ----_, ' ID vOvoAldOVp; ---- --____ ---..._. --'-_ °--T�-- 7.250 s Aug 25 2011 MiTek lodustries.lnc. Thu Aug 30 11 24 27 2012 Pafle 1 The Truss Co.!Tn-County Truss.Sumner WA/Eupene OR/Burlington WA �MNYbSHkLJRzeFze3p8FDR3tXr_bvDWQktWl3mJdv5oVVb1?EYz7TRkyiekY t2-J-o_—__.__ ._.,__ .. ____..._----14§4_._.. _-_------- � ------�-�� _____. ---- ----------- u-yo iz�3o s�.N�,e3s � 3x5 i/ I ` 13 10 �/ 13 i .�� `�'�"t.\. 1i B�� I I 1 ' ' ` \ tJ I 800��`�12 ' �/�� I il ....�..\\5 ', /i"i i �. I I( i � I � �a � a /, �i � . � � � ; �\� / \ � i � �i I � � I I ,� I I � �� I � � � i � ,e � �� Ii I il �I '� � � I� � „ i � � �I i �� i �I I ' � ,e i I } � I I � • ' 3 ! �� 'i� � i I� I. I i 1 i �4 � � � � � � �� , �; � �� 1 � m i � i I I �I I I i � li, i � I ii i j �� r � I � _ l� _ -�-�-'8'-��--�-'�'-�� n I� � -�---�---�----�--�-----4�----�-�g_--� ��-� �_- -�- - � , -Y_zx=��-�.s-��-��_�� _ � � .._��.�a. _ 3a5— 41 �0 � 3B 3] 38 � 3! 9J 7Z 31 � 29 28 3] 1@ 25 N 7! a.s- _ �.{'.�-Q_. __..___._ . .._.__.._ _"'_"___�_._._..�.,. '___ ' F..__-----�—z�.'--- �4�9._.. ..._— ----' _._� .__�T-_--`----�--._-'—__._. -_— -'--_.� T__�'- — - -'—� .. _' ��:��ArxY� n�90=1-81 (11'Q-2-S.Ed9ie1.f21'0-2-90-t-81 f300-2-$.4r9-41-_,= -. _'_ _.._ _. ��_- -.------------_------�__ �___`_ _.-. _ _- - -- - - -T--------. ..- -- LOADING(ps� SPACING 2-0-0 � CSI DEFL in Qoc) I/defl Ud PLATES GRIP TCLL 25.0 I piates Increase 1.15 TC 0.09 i Vert(LL) 0.01 22 Nr 120 � MT20 185/148 (Roof Snow=25.0) I Lumber Increase 1.15 I 8C 0.08 Vert(TL) -0.01 22 Nr 90 I TCDL $�0 Rep Streas Incr YES � WB 0.11 � Horz(TL) 0.01 21 nJa n/a � BCLL 0.0 ' i 1Neight'154 Ib FT=16% BCDL Code IRC2009/TPI2007 ' (Matnx) __-�.__ --- ..__.�_-___.—.---------- _Z9__,_ ---_ __ -_-----`_ 1.---° ------ .____- --_.�__ . .__.___._�_- ------.-- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TQP CNORD SVUdural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing.� ` i i__.__�-_ OTHERS 2 X 4 HFlSPF Stud/STD'Except' � MiTek recommends that Stebilizers and required cross bracing 10-33,12-32:2 X 4 HF No.2 be instalied during truss arection,in aa:ordance wrth Stabifizer i !instslladon�uide.---._._..-----__--------.--------------_._.J REACTIONS All bearings 24-6-0. (ib)- Max Ho21=-243(LC 5) Max Uplift Ail uplift 100 Ib or less at jant(s)1,21,23,24,25,26,27,28,29,31,41,40,39,38,37,36, 35,34 Max Grev AII readio�s 250 ib or less at joint(s)1,21.33,32,23,24,25,28,27,28,29,31,41,40,39, 38,37,38,35,34 FORCES (ib)-Max.Comp.IMax.Ten.-Ail forces 250(Ib)or less except whe�shown. NOTES (14) t)Wind:ASCE 7-05;BSmph;TCDL=4.Bpst;BCDL=4.2psf;h=25ft;Cat.II;Exp C;e�Gosed;MWFRS(low-rise)gable end zo�e; canGiever left and right exposed;end veRicel left and right exposed;Lumber OO1=1.33 piate grip DOL=1.33 2)Truss designed for wind loads in the plane of the Vuss oNy. For studs expoaed to wind(normal to the face),see Standard industry Gable End Detaiis as applicable,or consult qualified building designer as per ANSUTPI 1-2002. 3)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category il;Exp C;Partially Exp.;Ct=1.t 4)Unbalanced anow loads have been considered fw this design. 5)7his Vuss has been designed for greater of min roof live load of 18.0 paf or 1.00 timea flat roof load of 25.0 psf on overtianps non-concurrent with other live loada. 6)Ail plates are 2x4 MT20 uniess otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 paf bottom chord live load nonconcurrent with any other live loads. 10)"This truss has been designed for a live load of 20.Opaf on the bottom cha'd�n alt areas where a rectangie 3-6-0 teil by 2-0-0 wide �i u� . � will flt between the bottom chord and any other membara. t% 11)Thia Vuas is designed in accordance with the 2009 Intematlonal Residen6al Code sedions R502.11.1 and R802.10.2 and �'?�� , j y refarenced standard ANSI/TPI L �t` '�,, j� 12)"Semi-rigid pitchbreaks with fixed heeis"Member end fixity model was used in the analysis and design of this truss. 13)This Vuss is designed for a creep factor of 1.25,which is used to calculate the total bad deflection. The buildiny designer shall � verify that this parameter fits with the intended use of thia component. 14)All dimensions given in feet-inchessixteenths(FFIISS)format. , � LOAO CASE(S) Standard '� r -�� 7 7%�ti (�.cf f��,i�i1:.E�-�%f�` } y'S`�.1`V;�1.��` August 30,2012 Q 4YeRkrte� rrr;fj�aa.�=yr+Ru�r��+'�e�d RaeQ nK,rhs vx swrs earv txct.ut��sarrs�r REF°E;Hti�A(:E Peu�atrt r4 z3�E#'orte usE. �� '� Design vo6d for use onN�fh IvLTek conneclors.This design is based onN upon parameters shown,and is tor on individual b�IWing component. AppGcobiXty of desgn parameters and proper incorporation of component is responsibifity of buikling designer-not iruss desipner.&acing shown ' is for Iaterai support of individual web mambers only. Additional temporary brocinp to insure stobi8ty dunng co�struction is the responsibilGty of fhe iI l A'Tel.` ... fYI !l �� erecta.Addifional permanenf bodnp of the overall sfrudure is the responsidYry ot the building desgner.Pur general guidance regartling 77T7 Groenback Lane,Suite 109 '� '.,, tabficotion,qua4ty conirol,storage,de4very.erecffon and bradnA,consult ANSI/fMl�uaMly C+It«1a.DSbS1 c^d 6C51 t�dnp Compon�M I C�WS Hep�ts,CA 95610 '�. : SaNly�nlqmt�Mpn avpllable trom Tr�ss Piate InsNt�te 781 N.Lee Street,Sui1e 312,Alexandno VA 72314 �. '' 1ti$[71dfr7i'fki�FFi��C d�R:Yt$��'7i Stifll�f:£tS�{3CK.l�fC[�,S�1@ f�C"5k4j�7 J�tU4�8 i3tC Il3tTSu"C�'�NCI YC 1��1 3f��.�L�Jt }i V;:wS�V�K}Y Sjt$. , ....._:__._.__ . ____.__.._...__'____. __....___._ � � � --- r_._ --------------------.__ �i ____----___ _ __ --------------- ----------.-- -------____- i'Qh, PN SOUNDBUILT/L2M 2385/DV 'Job �Truss �Truss Type R35080736 i � 111D180C 'B5 IFINK 12 ` � i r � i -- l,lQ�Reterenca�stRtiQt1�11-- ------ - -- --- � _.1�------_-1—-- __ ___ , __....__ The Truss Co./Tri-Counry Truss,Sumner WA/Eugene OR!Burlingron WA 7.250 5 Aug 25 2011 MiTek IndusUies.Inc. Thu Aug 30 11 2428 2012 Page 1 ID:vOvoAldpVpWzMNYbSHkLJRzeFze-XsgdRm41198SXN4ciatGc ripV2_KiXOndsO AyiekX _�98__._..}_ _._____311s_...._.__. , ._�53.@___._.___..___:15.`,�'1y i'.__"�{}8 5 11 1 ......_. 8.3_15 1-1�15 SwN�1829 �x5=.: B OO ji2 2 I r . h� li' /// ��`��\ Ii I �/ i�,/ ��\��`�� \\\\\.\ a., � I I ��/J \ \ �\\..� � �� '� �� `�'� �� i;� �V� /i i I I��/ ```, ' \�\� � � I � � �� . i i � �_ ___ -----�,�5 � —__ __ _ r$ — -__ --- � i 8 '__'__ _B. _ 8 3a3= � � k��'.- 3v.1" . . .�tll_'�—..^__.__._..�_ . . __.._.��+�'.�__'__.'"________"'__� �..._.... _"__ 't_"._ . .__"'_' ' ..---.fi_iL-14._�--- --� .. --..__4'114.._—.._-----�—�----- -�._ _._.--�------'_ �_�� -- - �-----.,._ - _Ptace ofrsec�.�x�rl r2 a2-a a1�121.`.L4.4-2�.41�I.tZ�k1.]24-�1._ � -- ----�-_---- - - __ _=_ -— -- ._.._ - _ _ .._- ---- -r -_ _ � LOAOING(ps� I gpACING 2-0-0 CSI DEFL in (loc) i/defl Ud I PLATES GRIP TCLL 25 0 � piates Increase 1.15 �� TC 0 46 I Vert(LL) 0.13 6-7 >999 360 � MT20 1851148 (Root Snow=25.0) � Lumber Increase 1.15 BC 0.43 Vert(T�) -0.21 4-6 >870 240 TCDI 8� Rep Stress�ncr YES � WB 028 Hwz(TL) 0.01 4 nla nla I BCLL 0.0 ' Code IRC2009IiP12007 � (MaVix} ! j Weight:74 ib FT=16% �CDL 7Q_ .--�-----_.. ;_____---- ._._.__.. -_...�-----.�.�---------.�-- -------- WMBER -�- .__._ BRACING TOP CHORD 2 X 4 HF No2 TOP CHORD Structurel wood sheathing direcqy applied w 5-&3 oc puriins, except BOT CHORD 2 X 4 HF No.2 end verticals. WEBS 2 X 4 HF No2'ExoepY BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-6,1-7:2 X 4 HF/SPF StudISTD WEBS t Row at midpt 2-7 __�___`_.__,, '�~MiTek reCOrnmends that Stabilizers and required aoss braung � � be installed during truss erection,in accordance with Stabilizer il ''._..I nstallation guide,____-----------_----------_,-__._..--------' REACTIONS ��Wgize) 4=72210-5-8 (min.0-t-8),7=899f0-5-8 (min.0-1-8) Max Horz7=-336(LC 5) Max Upiift4=-167(LC 8),7=-145(LC 8) FORCES Qb)-Max.Comp./Mex.Ten.-All forces 250(Ib)or less except when ahown. TOP CHORD 2-3=-684/201,3-4=-839/133 BOT CHORD 4-6=-10I605 WEBS 2-8=-176/594,3-6=-362/244,2-7=-544f170 NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BC�L=4.2paf;h=25ft;Cat il;Exp C;enclosed;MWFRS(low-rise)gabie end zone; cantilever left and rigM exposed;end verticai leit and n9ht exposed;Lumber DOL=1.33 plate gnp DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 pat(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbelanced snow loads have been considered for this deaign. 4)This Uuss has been designed for greater of min roof live load of 16.0 psf or 1.00 tirrres flat roof load of 25.0 psf on overhangs non-concurrent with other live loeds. 5)This Wss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This Vuss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 teli by 2-0-0 wide will fit t�etween the bottom chord and any other members,with BCDL=7.Opsf. 7)This ffuss is designed in accordance with the 2009 IntemaGOnai Residential Code seUions R502.11.1 and R802.1 D.2 and referenced standard ANSIlTPI 1. 8)"Semi-ngid pitchbreaks with fixed heels"Member end fixity model was used in the ana sis and desi n of this truss. +., ' S' T�1'� 9)This Vuss is designed tor a creep facta af 1.25,which is used to calculate the total load deflection. The building designer shall veriry `P�` `,t. ;��`��F!- that this parameter fits with the intended use of this component. �. 10)All dimensions given in feet-inches-si�Reenths(FFIISS)format. a~�� ! `I LOAD CASE�S) Standard j � 3( �� '�.� kf�;��t t ti�:�%'�--��' f -.�,�.- t�. 4,S'/�}�,��L �'� August 30,2012 A W'AJwAfft� Vrrify�es�gw yarvsrrcd�ra unct R�•AL1 N(IT�'S C7N'IFI[S hc�IC1INCI,UUE'".I7 MI7E)S RL''FF.itJ�l�K:'li PdG�MIt 741"J L?1sFt)R�ld..t�. I �" Dasign vaAd for�se onty with AM'Tek conneclors.This design is bosed only upon parumeters shown,and is for an individual buikJing component i ,, ApplicabiNty of design paramaters and p'oper incorporation of component is responslbiGty of builtling tlesipner-not truss designer.&acing shown �� is fw loteral supporl of individ�al web members onfy. Addifionql temporay bracing fo ins�re slabiNty dunng construciion is the responsibii4ry of the I \A71'Qi. , ' eredor.Additional pefmanent bracing ot the ove/ol1 structure is the responsibiRty of the building designer.Fa general gvidance regarding IY�I�vR fabncaYron,quokry control.storage,delivery.erection and bracing,consult ANSI/1�I7 Quallly CrlfNla,D54E9 ond tCSI 6uidfnq Compon�M i 7777 Greonbadc Lane,Suite 109 . ��. Saf�fy�MortnaMoe avaibble hom Trvss Plaie institute 781 N.lee StreeL Suite 312 Alexandna vn 22314 Citrus Hap�ts.CA 95610 . if�nuti�er�r��(SY or S€�yrt��ntrrx,s x �+.iY�eei €sc c�e&iyy€t��u�s arr h,,se€t3ecfs e �,�t�<.JtF sy w L�, € ucws 3 t�r�t'aB ----.-----..—_ � � ( M 5 ___._'__.�._.��__ . '_�—___"_'__—_ _._..._____"`_`"___�_...—__—_.___ , __._ �---------------------__-------__ , _. ---- _ __. __ ___-- ----..__ - qty p�y SOUNDBUILT/L2M 2385/DV i _ -----_._�._----'�'Truss -_--- --- jTruss Type Job R350807371 �ROOF TRUSS � � � I' I� '1110160C �B� I _�,l.4kk13Bfffi�11C�.l4RL4t1911_._._ ._..---. . . .. ..._ __.., _ ._.___.---___...__ .___ �____. . -- I ___..___ �____ �__----.- - 7.Y5p g q�g p5 2011 MiTek Industries,Inc. Thu Aug 30 1124:30 201 age _. ..--------- The Truss Co!Tn-Counry Truss,Sum�er WA I Eugene OR I Burtington WA �p Yp�oAidOVpWzMNYbSHkLJRzeFze-TFoNrS5YpmMAmhE?�?3khP�¢eJjEoSOhExL723yiekV 1�3..4------ � '�L �-0_4...__---�_--_.t!]U ___:. 4-1]R_.-._ .._ _ --4-k- i r--yae s.i�-s i.i�.ii a-y�s �-i-is s�w=,eer Bx8 MT18H=- 000�17 1 � ^`'�' �� BK11 �il / �� /"//,/ � \� 3ss�,� I I / ` � � I • 15 �- L'._.__- �___.. . -_�."'� h1�; I I ' ib I� �.� 3r5 I! �. � I �I � � � � ��,^\ �� ' �'� � ��. � ' '\\ � � ,' . � �' j ' �� ,��o u„ �� — � �� \ \ 5 i � I�_ -�-1' i--�-�--= � � -- -.�_-.-_- .....��_-__--.-— \�e� g.'y� I' 8 17 � 3a5'�� V 10 h� '�� 3.B = T�I II 3y4- &.11dd .1�.�-@----.__._--� r—�� --f1�-2-+-- -t —— --- - _«-- ----- - --- -}�9--. _1.fQ..�..2�L4_._ . __ . 43:1Q.. ----- P�ate Offsets cxYr_Lt:Q-Z�.o-�47�o-1-1z o-1-el rs a1_7.�.4]-�l...I�_�2-9.�7.91.�CLL4�-4.4-4-4bi��.4-2-4.4 L�J-=�_—. —__`_.=.-_ .-----— --.__i__.— LOADING(ps� i SpACiNG 2-0-0 � CSI DEFL in (loc) Udefl Ud � PLATES GRIP TCIL 25.0 j Plates Increase 1 J 5 i TC 0.82 Vert(LL) -0.21 5-7 >858 380 � MT20 185/148 (Roof Snow=25.0) ! Lumber I�xease 1.15 ! BC 0.51 '' Vert(TL) -0.42 5-7 >420 240 �I MT18H 1851148 TCDL 6.0 ; ' WB 0.91 Horz(TL) 0.01 5 n/a Na i BCLL p,p • � Re Stress Incr NO � Weight:100 Ib FT=16% P Code IRC2009/TP12007 (Matr�x) _�,__ -------- _B�I�i.___.____Z4. -- .____. , _._---..__ ---.— ---- _____. __..-- -------___—_ _ _ ---------- LUMBER _ �_---------- BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directiy applied or 5-5-7 oc purlins, except BOT CHORD 2 X 4 HF No2 end verticals. WEBS 2 X 4 HF/SPF StuWSTD'ExcepY BOT CHORD Rigid ceiling direcily appiied or 10-0-0 oc brecing, Except: 1-10:2 X 8 DF No.2,3-15:2 X 8 HF No2 5-7-13 oc breang:9-10. JOINTS 1 Brace at Jt(s):16 __ � MiTek recomme�ds that Stebilizers a�d required cross braang � be installed dunng truss eredion,in accorda�ce with Stabilizer 'I LtnsSallation.��_--------_�__.�__---------_-------.----� REACTI�NS (Iblsize) 10=736l0-SS (min.0-1-8),5=737/0-�8 (min.0-1-8) Max Ho210=-337(LC 5) Max Uplift10=181(LC 8),5=-178(LC 8) FORCES (Ib)•Max.Comp.IMax.Ten.-All torces 250(Ib)or less except when shown. TOP CHORD 1-2=-494�1602,3-4=-635/174,45=-81?J135,10-11=-79M218,11-15=-418/137, �-�s=-2asraoz BOT CHORD 9-10=-7921444,&9=-12/458,8-1 7=-1 214 56,7-17=-12l458,5-7=-18l584 WEBS 7-12=-921348,3-12=88/338,4-7=-340/195,1516=-5571231,3-16=-557l231, 2-15=-1664/544,9-11=-310/1322 NOTES (13) t)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCOl=4.2pst h=25ft;Cat.il;F�cp C;enclosed;MWFRS(low-nse)gabte end zone; cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partialiy Exp.;Ct=1.1 3)Unbalanced snow loads have been considered tor this design. 4)This truss has been designed for greater ot min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhengs non-concurrent with other live loads. 5)Aii plates are MT20 plates unless otherovise indicated. 6)Thia Vuss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. �5 ° 7}'This truss hes been designed for a live load of 20.Opsf on the bottom cha'd in all areas where a rectangle 3-6-0 tali by 2-0-0 wide y�`*1�� ''�f, wili fit between the bottom chord and any other members. �� `�' i�k ' S/ � 8)This truss is designed in acxordance with the 2009 Intemational Rasidential Code sections R502.11.7 and R802.10.2 and referenCed �� f standard ANSIlfPi t '� 9)"Semi-riflid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Ha�ger(s)or other connec6on device(s)shaii be provided sufficient to support concentrated load(s)700 Ib down and 24 Ib up at 12-2-8,and 100 Ib down and 24 Ib up at 142-8 on bottom chord. The designlselection of such connection device(s)is the responsibiliry of others. 11)This truss is designed!or a creep tactor of 1.25,which is used to calculate the totaf load deflection. The building designer shall � � � verify that this paremeter fits with the intended use of this component. �j ``�t, , (ztj� ` 12)in the IOAD CASE(S)section,loads appiied to the face oi the truss are noted as front(F)or back(B). f�'� `-�""�� 13)All dimensions given in feet-inches-sixteenths(PFIISS�format. S�<).ti;11,� U��,QE��fandard August 30,2012 Q(X.RRMIAlG Yrrij,y 3rsiytn pctr•amctr�wsd f2ErSl1 NC)T�s"(}N T1fIS AXL?(N�L UDk:!)Ml7��fC R�'F"�Rf�.'f,E'AfsE Mf1 74'T8 T3�i Cli2E;U.°+E. i �p � Design valid fa use only with MTek connectors.This design is based only vpon parameters shown,ond is for an indivitlual building componen�. �I . �� AppWcabiAfY of design parameters and proper incorpaatbn of component is responsibifity of bvilding designer-not iruss designer.&acing shown �� ' is for Wteral support ot individual web members onfy. Additional temporary bracing to insure sfobiUty tlun�g consv�ction is the responsibilFty of the i ' erectw.Additional permanenf bmcing ot the overali shucture is fhe responsibiNfy of ihe buiWing tlasigner.For qenernl guidance regording . fobricotion,quaGty connol,storoge,deRvery,arection and brocing,cons�li ANSI/ttil QuaMy GMMIa•D56l4 and{CSI Wtldnp Compon�nl i 7777 Groenback Lane,Suite 109 �:� SofNy IrdormoMon available from Truss Piofe tnstiNie.781 N.Lee Sireet Suite 312 nlexandna V�,223�4 Citrus Hephts,CA,95810 . hi 4�nCk�e*a Ftr�15�uE SPy1 t�mt�F a��pec6fse��,Csae�+Y�:sr tr vai�ae�ae�tRa>e cr�Ll v e FM�r�1,:NJt by 41.5� r,:F<�taca �pY�PIB _.___--- --- ____�- _------ ____, �--- __ --- -------___._- --------_-`______ . , -- --------------__ �---___----__--- _ -- � ___ ___ _ ---— � - ---- ----- q�y ,pry SOUNDBUILTJL2M 2385/DV .._-----___..— .. TTrusa Type �'�.Job. .____._�.--- :Ttuss ', � R35080737,. iBr�q iROOF TRUSS � ' I 1110160C 7 250 s��b�ferenSA(ooflOCtBU_____ ._._— . .----__—.—.--- _..___ . ..___.___ ' __ � - Aug 25 2011 MiTek Industries Inc. Thu Aup 30 11:24:30 2012 Page 2 ------ _----- -._. __ _ — 1 ___-- ---- - The Truss Co./Tri-Counry Tniss.Sumner WR!Eugene OR/Burtington WA �p,�,p�oAldOVpWZMNYbSHkWRzeFze-TFONrSSYpmMAmbE?Q?3khP�¢eJjEoSDhExL723yiekV LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Piate Increase=l-15 Uniform�oads(pl� Vert:1-2=-66,2-6=�6.5-10=-14 Concentrated Loads pb) vert:a=-ioo(F)��—�oo(F) — A WARMHG i'rrif:y dtarigrz ytn-mrrrfr.ra cwd It('rdD hK1T�'.'i 4N TF#7S ANF)thfCLltDF',f�,lHf7'k:tS Rk'F'EI+?13NCh 1'dCiE lNT1 T4%'3 B�'<2HE lfa�+�. i �` �� Design vaNd for use only wiih bY1ek connectors.This design is based onty upon prnameters shown,and is br an individual building component. '�. Applicability of design porameters and proper incorpo�ation of component is responsibillty of building tlesigner-not irvis designer.&acing shown �'�ek �' is fa laterai support oF individual web members only. Atlditional tempqrory bracing to inwre stabiGty during construcrion is the responsiblltlty of fhe erector.Additionai permanent bracinp of the overoll structore is the responsibility of ihe b�ilUing tlesigner.Fa general guidance regarding '�. fabrication,quaGty confrol,sforo9e,deFVery.erection and bracing,consult ANSI/T►11 Qaallly GMKIa D54lt and{C51{ulldln9 CumPc^�^� i Citrus HeightsC A,956S011e,� ��. I $at�fy�MamcMon ovoilable from Truss Plate Insidvte 781 N.Lee S1reet Suite 312,AVexandda VA 223 , . . . __ ._ _. r., .., �... .. ....;:,:..� ...y o.,..,�,�.<�a.��:.sh;,xr.e.°irct;Wr.Wi,�Sf'�U?Z�'r kLSI»_r,,,_u='s�d by SVtB . _..__ _._-----1------ ___ , ` .^__. ._�__._. __.__.______'___—__�-.__`_-_._.._._�.____.__- -.; .. _..._______ .__,__._. - .____. _ . .... ' �` ply i SOUNDBUILT/L2M 2385lDV _____.___�--- QtY __ _____�._�---------r------ ITrussType ' Job iTruss R35080738'� ' 9 - ---`GMt iF E7 8 ek, 1110160C �i88 IHO� �25p$Au 25 2011 MiTek IndusVies,Inc Thu Aug 30 1124 32 2012 P e � .___ 2 �,ln�F3�feiBn�fl.(vFS�aaU..------------ 1 ---- --'--- . __ _ __.- ----.__ _.____. _.__------ -._----- - T he Truss C o./T r i-C o u n ry T r u s s,S u m n e r W A/E u g e o e O R/Burlin gron WA �p yp�oAld O Vp W z M N Y b S H k L J R z e F z e-P d w 8 G 8 7 o 7L�O7 d u??O N X Q B C m q O G B i P 9 Y Y T �$71.____._.._-;.___8:1:9_.._._i'..__.12�.4_..___�_. _..._17�:@.12 ._.._._t__.'__'-""'.624.$.4-'.._�_-' 1-t-15� �_.___'___.. 6-8-72 2b�{ 320 5�-72 Sui�:t�o t 5.� .. ,y4�.� � ,�'�"'^ `. l �\_ I 6uB � /'� � %/� � �" I 900�iz� i j �� : �'' Sw5�i��\ I �"\` 4 � / / I I� �� 1 � %�� I� \ �� i� �li �� i'r i I \�\' \ .I IIi '%/ !�'� \ nusza ---- i��'I �' ,. ,�t /� � , � , . � s � ---- � � — -- _---- , ,�(� ,� ,, -.. � � �''.K —..._ __..__ j _._LLL. ..G__—J1111. +-- _"" _" _"'_" '__—_ H�S39 „ i2 10 8 8 Sa8= 6kB MT18M�i �� 'i I HU518 3xt7SMII1BIIy�18Mit&1I'� t�f�MT18N�:. HU528 MU528 TIiDM110-1 A.R.1� �:.�.:Q"__ �.�:Q_'__"""._.___.�_�'�_U.......__"_'.�.._"_._.��'�.9_...�_---{ 6-6-4 —_—._ —.— __ ~— &&12 _�--+- 2$4.__i_��29. _._.r. ..__`3.$]2.. --`--- - _ _ _.� ...__� _--'- PtaceorrsacsrxY�:�ii Ta-:-ioa2-t21.3a?_oau2l..t�.�-�s�L��s2.21��1._I¢¢L�.F�eLLSQ_z-�.��41.i14:4� __ - �_—._=. . .--_..-.. --- 2.2 _� _ LOADING(ps� i gpACING 2-0-0 � CSI � �, DEFL in (loc) Udefl Ud � PLATES GRIP TCLL 25.0 � P�ateg�nG.eaye �.�g TC 0.91 � Vert(LL) -0.24 10 >999 360 � MT20 185/148 (RoofSnaw=25.0) I Lumberincrease 1.t5 BC 0.89 VeR(TL) -0.43 10 >675 240 � M118H ,89J�8 TCDL 8� Rep Stress Incr NO � WB 0.90 � Horz(TL) 0.12 6 nJa nla ! BCLL 0.0 ' I I Weight:284 Ib FT=16% Code IRC2009liP12007 I (MaVix) __------_^_.,-----y_. _-�..—__�_._._ .._ _------- BSD1___—_Z4__ ..-�------------------L------ ____- 1_._.------- LUMBER BRACING TOP CHORD 2 X 4 DF 2400F 2.OE'ExcepY TOP CHORD SVudural wood sheathing direcUy applied. 47:2 X 4 HF No.1&Btr BOT CHORD Rigid ceilin9 directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 10 DF SS`Except' WEBS 1 Row at midpt 3-9 8-9:2 X 4 HF No.2 WEBS 2 X 4 HF No.2'Except' 3-10:2 X 4 HF No.1&Btr,5-8,5-9,2-10:2 X 4 HF/SPF StudISTD REACTION3 (Iblsize) 1=1 1 5 0410-5-8 (req.0-6-2),6=512010.5-8 (min.0-4-3) Max Horz 1=-243(lC 5) Max Upiiftl=-2705(LC�),g=-1218(LC 8) FORCES (Ib)-Max.Comp.lMax.Ten.-Ali forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1 5 94413 7 3 8,2-13=-13069/3128,3-13=-12988/3138,3-4=-8 0 2 811 97 7, 4-14=-8028l1975,514=8131/1948,5-6=-8471J1943 BOT CHORD 1-11=-3093113205,11-12=-3083/13205,10-12=-3093I13205,9-10=-2458/10749, 8-9=-1497/6850,6-8=-1497/6850 WEBS 3-10=-2587/10865,4-9=-2072/8537,3-9=-9024I2220,59=-251/159,2-11=-1202/516 t, 2-10=-4652/1205 NOTES (18) 1)2-ply Vuss to be connected together with 10d(0.131'k3")nails as foliows', Top chords connected as foilows:2 X 4-1 row et 0-40 oc. Bottom chords connected as folbws:2 X 10-2 rows a10-6-0 oc.2 X 4-1 row at 0-8-0 oc. Webs conneded as follaws:2 X 4-2 rows at 0-3-�oc,Except member 9jt 2 X 4-1 row at 0-9-0 x,member B-5 2 X 4-1 row at 0-9-0 oc,member 9-3 2 X 4-1 row at 0-9-0 oc,member 5-9 2 X 4-1 row at 0-9-0 oc,member 2-11 2 X 4-1 row at 0-9-0 oc, member 1 a2 2 x a-t row at as-o 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.Pty to pty connections have been provided to distribute only loads noted aa(F)or(B),unless otherwiae indicated. �� S . 3)Wind:ASCE 7-05;85mph;TCDL=4.Bpaf;BCDl=4.2psf;h=25ft;Cat II;Exp C;enclosed;MWFRS pow-nse}gable end zone; ,�t'- ��1,`�s �*.�' F1. cantilever iett and right exposed;end vertical left and ri9ht exposed;Lumber DOL=1.33 plete grip DOL=1.33 `j�. ''��t 4)TCLL:ASCE 7-05;Pt=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 � r 5)Unbalanced snow loeds have been conaidered for this design. �� 6)This Vuss has been deaigned for greater of min roof live load of 18.0 psf or 1.00 times flat roof loed of 25.0 psf on overhangs � non-concurrent with other live loads. 7)Ail plates are MT20 piates unless othervvise indicated. � B)This Vuss has been designed for a 10.0 psf bottom chord five load�onconcurcent with any other live loads. , � � 9)'This Vuss has been designed tor a live load of 20.Opat o�the bottom chord in all areas where a rectangle 3�-0 tall by 2-0-0 wide � ;� � ; `�',. �r� - ��%�. wiil fit between the bottom chord and any other members. �� •,._�`/ti!i��' 10)WARNING:Required bearing size at jomt(s)1 greater than input bearing size. -_....-- 11)This Vuss is designed in accordance with the 2009 Intemational Residential Code sections R502.11 1 and R802.102 end r•S,t��j�1 t `�� referenced standarcf ANSI/TPI 1. dadti��ks with fixed heeis"Member end fixiry model was used in the anarysis and design of this truss. August 30,2012 �,tYerdl+unFC; vc,-�jy de��g,,Nu,�ce�s anc�r2EA�hf��7�Urt rxrs,eAri��N�'�.vt�r:a rHr'�x k'�e,l2Etri;F;Yefi,��rr 7sr.i eEt'aRB tI�E I �° � Desien vatid for use onty wiih nMTek connectors.This design B based only upon parameters shown,and is tor an indivitlual buiWing component. i �� AppficaUility ot design parameters and proper incorporation of component is responsibilitY of bviVding designer-not tn�ss designer.&acing shown �t�e� is tor lofe�ol suppoA OF i�div{dual web membefs onN� Additional femporary IxaCing to inture slability durin0 c.onstruCtion is the responsibilNty oF the � ereclp.Adtlitiona�permaneM Gadng ot the overal�structure is the responsibiGty of the buiWing designer.Fw general guidance regarding �. �� fabrication,quaBty conirol,staaga,de9very,erection ond Wadng.consult ANSI/TM1 Qua/ty Cr11�Aa.DS6-E9 and 6CS1 6upolnq Compon�M I C�s ree hub�Lag�S�uhe 109 � SaNly Irdormalloe availoble hom Truss Plqte Institute 781 N.Lee Shee1.Suite 312,Alezondna.VA T2314 �_ __ ,_ , . g-- r�-_ -------- - ---'--- __._..._._..._--�---- N S:rutherrr PEr,e 5E rsr SPRI Ea��aLrcr ia�g�:itsed,a��c�cs�a7 u�iues�Ga:�?s��c r,ttellti�E�ki'Qt;29 L� `L�� a��t�sm''�ar �-- � r � ---- --_____ r..__ .-------r--- - _. _---.____,__�._____ _ _- __.______-- . _....__ ----- � ' "� qty �Ply 'SOUNDBUILT/L2M 2385/�V R35080738 __-----------�_T-_--- Truas Type Job iTruss ' 1___ ; 1110180C i86 HOWE , � ':.lQtrRatQrens.�..(nu�nall—_.__— _ ____`__� ____.___, ID.vOvoAl dOVp, __... t j-__.�__�_..—-.-.---- . -- - 7.250 s Au9 25 2011 MiTek Industnes.Inc. Thu Aup 30 1124.32 2012 Page 2 The Truss Co!Tn-Counry Tniss.Sumner WA/Eugene OR/Burlington WA y�MNYbSNkLJRzeFze-Pdw8G87oLOdu??ONXaBCmqOGrB�PGMt_iFqE7yyiekT NOTES (18) 13)Use Simpson Strong-Tie HUS28(22-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 1-60 oc max.starting at 0-6-12 from the left and to 2-41 to connect tniss(es)g3(1 py 2 X 8 DF) to ftont face of bottom chord. 14)Use Simpeon Suong-Tie HUS28(1410d Girder,410d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.staRing at 40-12 from the left end to 8-0-12 to connect truss(es)93(1 ply 2 X 8 DF) to front face of bottom chord. 15)Use USP THDH210-2(With 16d nails into Girder&16d naiis into Truss)or equivalent at 9-1-0 from the left end to connect truss(es)G4(2 p�y 2 X 8 DF) to front face o bottom chord. 16)Fiil all nail holes where hanger is in contact with lumber. 17)This Vuss is desi9ned for a creep facta af 1.25,which is used to calculate the total�oad deflection. The building designer shall verity that this parameter fits with t e intended use of this component. 18)Ail dimensions given in feet-inches-si�Reenths tFFI1SS}format. LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,P�ate Increase=1.15 Unifwm Loads(pi� Vert:1-12=-825(F=-811),6-12=-14,1-4=-66,47=-66 Concentratsd Loads(Ib) Vert:10=-7901(F) Q WARIitARi.YrriJ`y dose9n l.�ur'r�'�'tera aad F2F1!!)NO'P�.a°'CiN 7H/S dA@ dNF:LUt16U I�A'TEK!]'EF1�.fZEiM:E PAU�A'i!7 T41'3 HF.f'f?R�lJ�E, I �^ ' Design voGd for vse onN�1h HGTek connectors.This design is based only upon parameters shown,and is for on individual b�Jding componenL I �� AppMcabi�ty of desipn paameters and proper incorporation of componeni is responsibiNh/of buildinp desiqnar-not truss des�gner&acinp shown �'�� , � is for lateral support ot individuai web members onry. Additfonal temporary txacing to insure stabiGty tludng consirvction is the respo�sibiility of ihe '� erector.Additional permanant bracing of ihe ovarall structure is the responsibility of the buildinp tlesigner.Fa genmal p�idance regarding �' fabrlcation,quakty control,storage,tleuvery,erection antl brodng.consuli ANSIR��1uaIIN��°�DS!•69 and�CSI Wlidlny Compon�M i 7�i�s p tbackA 9e�S�uite 109 - I SpN�r�rdqmellon available from Trvxs P�ate Institute,I81 N.Lee Sfreet,Suife 312 Alexandria vA 71314 i _ ___1_...__. ..__...___ ..____._ ., it;cxuttmerc�Fs�te{5k�ur gP�t Yurn`uer es aP�4fsad..iire des� ti,r�1ue�are t�4fe efiacirlc C�NiF�.'i�" �.'vL��. i e �x.�stu taq=__-.— - ---- .__.___... � -�-�----- - _ . , � ___ ______________ ---__. ----- __ _ __ ----- �.___._. .__._----.---. iQ�y ply SOUNDBUILT/L2M 2 _ ..---------- -r_—_ IT�uSS Type Job TNSg R350807391 ig� ��GABIE _.. , 7.250 s Aug 2�5 201�rBnMiT�eki��lnduJs Q�IId8zs57dR J ZXOWdr?yj7wva�fOy ekS ',1110160C t � __ _.. '---------- �.--------------�----- --__. The Truss Co.l Tn-County Truss,Sumner WA/Eugene OR/Burlington WA ID:vOvoAldOVpWzMNYbSHkLJRze q +?44 _- _�24-�4-_ _-----��.I�� ;1=1-�-----___---__�2�4_____ --- - --r.._ . --5�_0 . . - �ao Y-i-i5 ,i 1 15 123-0 Scai.=1 s�e 9a5 13 15 I ��/�\� 18 �0%,p� � / �I'; �� 18 ��,,\� I g ��/i�l I�� '�II R�,\.� p 5M5': � �r� t'\`.y.� I 800112 8/ j�! . �I I�i. II� ',�'i\.� 12 l � 7 / � I I I II �� 'i�� i e j�I i i � �I� � 'H I It �'�,�i i \.,�. � i I i I I I ''�` % �r�II; \ ' I � S�II� �I� � ��I a'� 'J � .�-"'`,\�"��' \ �� ' n ~ `� � ' � I / i � i �. „ \ � -' � � , �' , 3 /�I �� i� � �� i�� s" ��_�'\ � �, i y �I i /. i � � I I � �._�� i � / r . �'^� 21 i i i I �t . tb t '�d'I ,�,r.--A-v,�'C c-'�` vav-. c v �c--x'^�-r .,�� a� � �.��.-..�c_,...._.n..�::.�.4 h..a_ � 3.5� � �5_ 5.10 I, �.OD�12� y� 33 32 31 3� � � � � h5= 10-119_._ -"_ �._{__� 1Zfr9, _.�. _ 14$4._�_ __j __ �------ __ �-0-o ----- _ �a>>•e----- --- S�fl -- ----�.� ___.__ ( 7 4-3-0 0-3 __!.�_.____ a�aF��ai f33.4�-13,EslG�]..l2,'�-4-g13,Ei1DQLI2�.9-2�2]Z1...I2�:4_2-�5�1�1.3------1--=-=-_ _�__--_�_---= Piate otfss�a.Yl:�?a2-e a�-st.t��, _ ---—i-- _ —____ i - - -- - � aLOADiNG(pa� � CSI , DEFL in (loc) i/defl Lld j PLATES GRIP TCIL 25.0 SPACING 2-�-� >999 360 I MT20 185/148 Plates increase 1.15 ; TC 0.56 , Vert(LL) -0.09 23-25 I (Roof Snow=25.0) i lumber Increase 1.15 ' BC 0.90 �, Vert(TL) -0.19 2325 >841 240 TCDL 8.0 i Rep Stress Incr YES � WB 0.35 i Horz(TL) 0.08 23 n/a Na i - - BCLL 0.0 We�ght:147 Ib FT=16% � � Code IRC2009JTPI2007 � (MaVix) ; _-__-_�-------- L�_____ ------ _..__.._ _------------_' --. g_�pJ„__-____Z..4_, _ �_-----------__- ___-- .�...� LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepY TOP CHORD Structural wood aheathing directly applied or 4-10-1 oc puriins. 22-27:2 X 6 HF No.2 BOT CHORD Rigid ceiling directly appiied or 6-0-0 oc braGng, Except: 10-0-0 oc brecing:28-27,25-28,23-25. BOT CHORD 2 X 4 HF No.2 JOINTS 1 Brace at Jt(s)'.14,18 4VEBS 2 X 4 HF/SPF Stud/STD ------------ -------------------r---_-.7 OTHERS 2 X 4 HF/SPF StudlSTD �MiTek recommends that Stabilizers and rnquired cross brau�g �I 'I be installed during truss erection,in accordance with Stabilizer i :._Instsllation.guide._.�___---.._.----------.___-_.------.____�___._.__.__� REACTIONS All bearings 10-11-8 except Qt=lenqth)23=0-5-8. (ib)- Max Ho22=234(LC 6) Max Uplift Ail uplift 100 Ib or less at jant(s)2,34,33,32,31,30,29 except 23=-168(LC 8),28=-153(LC 7) Max Grav Ail reactions 250 Ib or lesa atjoint(s)2,34,33,32,31,30,29 except 26=424(LC 1},23=599(LC 1), 28=512(LC 1) FORCE3 (Ib)-Max.Comp.IMax.Ten.-All forces 250 pb)or less except when shown. TOP CHORD 22-23=-1007/7$,11-27=-1034l175,11-14=-10001194,14-17=-935/220,1 7-1 9=-91 51201, 19-21=877/186,21-22=-858N54 BOT CHORD 26-2'7=0I698,25-26=0/748,23-25=OR86 WEBS 22-25=Ql578 NOTES (15) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2paf;h=25ft;Cat.ii;F�cp C;enclosed;MWFRS pow-rise)gable end zone; caMilever IePt and nght exposed;end vertical{eft and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Tniss designed for wind ioads in the plane of the wss oniy. Fw studs exposed to wind(normal to the face),see Standard industry Gable End Detaiis as applicable,or consult qualified building designer as per ANSIlTPI 1-2002. 3)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snaw);Category II;Exp C;Partiairy Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this desiqn. 5)This Wsa has been desiflned for preater of min roof live loed of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non�oncurcent with other live loads. ,,�1`:�L t 1;1, 8)All piates are 2x4 MT20 uniess othervvise indicated. C�,�` ,-- ��, 7)Gable studs spaced at 1-4-0 oc. LL, 8)This truss has been designed for a t 0.0 psf bottom chord iive load nonconcurrent with any other iive loads, �. �, 9)'This Vuss has been designed for a live load of 20.Opsf on the boitom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� will fit betwee�the bottom chord and any other members. 10)Beanng atjoint(s)23 considers parallel to grain value using ANSIffPI t angle to grain formula. Buiiding designer should venry � capacity ot bearing surface. 11)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.102 and , referenced standard ANSI/TPI L � I ��'��'` 12)"Semi-ngid pitchbreaks with fixed heels"Member end fixily modei was used in the anarysis and design of this truss. �'f�, r/.�,��F�.�� r„ 13)Design assumes 4x2(flat orientation)purlins at oc spaang indicated,fastened to trusa TC w/2-10d nails. f� —�" h�,� 14)This Vuss ia designed tor a creep factor of 1.25,which ia used to calculate the totel bad deflection. The buildinp desiQner shall S!(t ti:l l � verify that this paremeter fits with the intended use of this component Continued on page 2 August 30,2012 �Ii�ARHfNf: Y..=+riif'y drariyn�+arw�tea�a and(2[i�1U AK)14�:5 UAE SHdS Mtd)ilY!'Ir(JI7E:U A'ATF:iC b2Z:FP�itls"PF':E'Nd,frEl�tfl T47313�(7&'G+U�iE3. i �° ��. Design vaNd fa use only with ANTek connecfors.This design h based only upon paramefers shown,ond is for an individua�buiiUing component. qpplicobi6ty of design porameters and proper incorporation of component is responsibiFh/of building des'igner�not truss designer.Brocing thown j ' it for lateral suppori of individual web memben ony. Addflionol femporary bracing to'msure sfaGlily dudng construction is the respon:ibi�6tY of the I l Ai��° .,. eredoc Additionai permanenf bracing ot the overali sfrudure is ihe responsibiliry of fhe buiWing designec For generai guidance regording {YI � Fatxication,Q�aliN contioL storage,deNvery,arection and bracinq,cons�B ANSI/Ttlt Qu011ly UM�rla DS{•d9 and tGSI{u�dnp ComPon��1 � Citru�ephUC A 9S8S�uite 109 ,.... ' SaMty Ird«maflon available hom TNss Phte Institute.781 N.Lee Street Suite 312,Alexandna vA 22314 _L..__ - ------------ . Yt��ut3me�?��rns r5t�o�_�i''Pf� �tNr�a ss�4tccsfred.tda�iSe�r�:i`e#u.s a�e dstse etl�iirvt Gf.U;�t 1 a 74,kL�+ or�act'rvsci�Y�4�i8 _ --_. r - ` ' —-- — ___—— � " ----------._. ------------ ____.___ _-- ,_--- _._ R35080739 ------ --_.__._.— - Ply SOUNDBUILT/l2M 23851DV ' ------- � -------__ _T__--- Truss T e Qty i � ;J� iTruss i-----� � I I 7.250 s 1110160C II87 iGABLE ID:VOvoAIdOV .��.��$n��S�LQnBU......._ , _.—_J _------ - _ _ �� Aup 25 2011 MiTek Industnes Inc. Thu Aug 30 1124:33 2012 Page 2 ___... ____ _____-- The Truas Co./Tn-County Truss,Sumner WA!Eugene OR/Burlington WA py�/ZMNYbSHkLJRzeFze-uqNNU7Q8hI1d8za57dRJ1ZXONkIr?yj7wvanfOyiekS 15)Aii dime�sions given in feet-inchessixteenths(FFIISS)format. LOAD CASE(3) Standard Q WAl2.AQM[) ti`r+-ijy dc»ign parumetma attd R.E3At1 N()7"BS E3N TN.t5 AhR)3MCLUAEIJ bS7F.K R&X`b'HF:Ni:&PAfi;E:bHI 7•1!3 B�I'Oi2�USE �, �' pesign vakd Iw vse only with AM7ak co�nectas.This design is based onN upon parametert shown,and is for an individuol building component. I AppGcabiNty ot design paromefers ond proper fncorpaation of component is responsibiliN of building designar-nol truss desiflner.&ocing shown ' �'�� '� is ta lateral suppori ot individ�al web mBmbers only. Additional temporary bracin8 to insure stobilify dunn8 constrvctlon is fhe re5pon5iWllify ot the i .. � erecfd.Addifionol permanent bracinp ot ihe overoll sfructure is the responsibiNiy of the builtlinp deslpner.fw 8eneral guidance regarding � 7P7 6roe�Dedc Lane,Suite 109 ', fobncotion,quality control,sforage,deFvery,ereclion ond brocing.conwit ANSIRNI�wNly CAl�rlc•DS!-89 and�CS16WIdnp Compomnf I Ciuus Hsphta,CA 95610 ��, '. Sob►y I�ormaHon available hom Truu Plate Instit�te.781 N.Lee$fr�et,Suite 312,Alexandria.VA T2314. , _ _ ._A . �. _ � 'I 4�tuttse%Q Pra+a.i5@'or 5F^�si EuF�er_s stg�scif'wd,flce Q�s aa�u�mr.�tk�se afEettRVe G�,�S4-2l7t2 uy AL��_ E vrot?��F•a trY 4f9B �--------�_�_�_ - --- , _��°.__ _.�__.—.�_ � __...___ __ - _ y _�. ___._ _ _---- __._..___ _--___._____ ---- � ____..._ __.____.- at �Ply SOUNDBUILT/L2M 2385/DV _. ___.._..---------------------., R350807401 Job jTruss iTruss Type � ! I C2 �SCISSORS � � 1 � 1110180C �p�vOvoAldO__.._._.i.d4it Referencfl(o�tional_1__._.__. ------ __.__i ______ _ . ._____ .. ---- 1 . _.., -' - -" "'-' 7,250 s Aug 25 20t 1 MiTek Industnes,tnc. Thu Aug 30 11:24 34 2012 Page 1 The Truss Co.!Tri-County Truss.Sumner WA/Eugene OR/Burlington WA VpWzMNYbSHkLJRzeFze-MOtuhq82t?icFlYmfr8grF5daw3ukP8G9ZJKBqyiekR ]iQo_._....__-----.�._.___tJ�1�1�_.i '�'t-1 S �Q. -.__t...._. ____._ _.__._ ta-15 7 _.__.___ .____.__. 1 0-0 t 7-1-15 ,}.___._.....-�._'_______. 7-0-0 Sai��t.37H �w�__ 7 � ///h��\. � 1 /�;/ I \� ` /� '\�l\\� B ,,�✓ `, , i eoo G7�� i, .� , . . � - / I�%^;+, \�� /� �'��/�e� _ �� • / � �� -., � ,�. , .�� ✓' _ �-__ �. � ! / i' i- �' e�s- `�� L, I , /�/ �✓l'/ / ` �'\ \1\ �\\ ^'n /�� ....�=f �\_ � i %�// � '\�� (� �wliz � '/ / �,s; \l ✓ b5% __...1�.-._"__"" .. .__._ .. ._..�_..�Q'�._.___-_�_. ---�� ' _""____..._.�._..-{._ _.__..__.____�_"__�.'____�.,. r.._.__"_--__ ... '_'_ _I'�'Q. .._'__ '_._" � "_"_`____.._.�__�'_-I.'¢4_'.__'_'_.._..__,�__-"'"_'__' __ ._.___ Plate Oifsets(X Y)�j2.��'-13 Fdael f4'40-13 Edaei_:_—.---- __ ___. _�--- -- _--�--.--_---._--_� . _- - -- ---- -____ r___ _. ,_ �T. ._ -- ----- - T- _ _ . .--- -i _._ I PLATES GRIP LOAdING(psfl i gpACING 2-0-0 � C31 i DEFL in Qoc) Udefl Ud ; TCLI. 25.� Plates Increase 1.15 TC 0.89 Vert(LL) -0.15 4-6 >998 360 � MT20 1851149 (Roof Snow=25.0) I Lumber Increase 1.15 'I 8C 0.53 Vert(TL) -0.29 4-6 >552 240 �, TCDL a� Rep Stress Incr YES ii WB 0.34 Horz(TL) 0.07 4 Na n/a � � I Weight:43 ib FT=16% BCLL �0 � Cpde IRC2008ITPI2007 (Matrix) I .. _..__--- -_._----------1-------,..___--------�--------- p�� . __,-'__.. �.'_____ . __.___.__ _R,y,yy._..__-�.Q"'_"__""__-`_"�_�_.�'___-"_�..._..___"'_ LUMBER BRACING TOP CHORD 2 X 4 HF No.t&Btr TOP CHORD SVucturai wood sheathing direCUy applied. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ _ VVEgS 2 X 4 HFISPF Stud/STD I MiTek recommends that Stabilizers and required cross brecing � �i� be instalied during was erection,in accordance with Stabiiizer � � Installationguide._-_--_- - - � REACTIONS (Ib/size) 2=833/0-5-8 (min.0-t-8),4=633/0-SS (min.0.1-8) Max Hoa2=-137(LC 5) Mex Upiift2=-163(LC 7),4=-163(LC 8) FORCES pb)-Max.Comp.�Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-7=-968l55,3-7=-822/69,3-8=-822/99,48-966/84 BOT CHORD 2-6=0�750,4-8=0/750 yy�gg 3-6=01561 NOTES (11) 1)Wind:ASCE 7-05;85mph;TCDl=4.8psf;BCDL=4.2psf;h=25ft;Cat.il;F�cp C;enclosed;MWFRS(low-rise)gable en zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL ASCE 7-05;Pf=25.0 psf(flat roof snow);Category il;Exp C;Partially Exp.,Ct=1.1 3)Unbatanced snow loads have been considered for this desipn. 4)This Vuss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live ioads. 5)This Wss has been designed for a 10.0 psf bottom chord live load nonconcurcent with any othar live loads. 8)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in aif areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at jo(nt(s)2,4 considers parallei to grain value using ANSI/TPI 1 ang�e to flrain tormula. Building designer should verity caps,city ot bearing aurface. 6)This truss is designed in accordanc:e with the 2009 intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(TPI 1. ��`t� 9)"Semi-rigid pitchtxeaks with fixed heels"Member end flxity modei was used in the analysis and design of this truss. ��,: '�`�;1� 10)This Vusa ia designed for a creep factor of 1.25,which is used to caiculate the total load deflection. The buiiding designer shall n�. ` verily that this parameter fits with the irrtended use of this component. �'� lr� �'' i' 11)All dimensions given in feet-inchessbdeenths(FFIISS)format. lOAO CASE(S) Standard . � �f .� " �� ' ��/,' 1��ISIt-��'��._.� � �--,-" ��' S'S/(.)!y:�t.�� August 30,2012 �WAi2AtING Ye+yfy cf�iga yitxrvrrRater�m�tC RF•dL11�!(7T!'•.4'C)N THfS AI�D INCLUGF'.!)1lAT'F�f R'Q..f'faf2FsN(:F;Ydf'rE�I 7<73 BEFOf2�'Ih�"+F:. i � Design vafid fa�se only wllh PN'Iek connectas.This design is based onN upon porameters shown,and u for an individual buikling componenf. � �, , �� AppllcaWllty of deslgn poramefers and proper incorporatbn of component is responsiblNfy ot buikting designer-not ir�ss designec&acing shown � �`Te� ' is fw lateral support ot individuoi web members only. Additional temporary bracinp to insure stabiMN dunng consfruction I5 fhe responslWlNN ot ihe i . �� erector. Addifbnal permanent bracing of the overall struct�re is the responsibility of the building designer.Por general guidance reparding i ��Gro�yy��ane,Suite 109 ', � fabrication,quo6y conirol,siorage,deNvery,erection ontl bracing,consult AN51/T►11 QuaNN CrlteAa•OSt-!9 and tCSI lWldnO Compon��d GWS Hep�ts.CA,95810 ', �. SoN�y IrdotmaMon availabie from Truss Plate Institute.781 N.Lee SireeL Sude 312.�lexandria,VA 22314. L_ . „ ; � ._----_. .._.._--.._. _...--.-.— ..__.__._. .___...._-- � {f Saui'icerr�}�iz�e�Si .r+.�S€'{��iui��'�A�ss s�tecfiNed_Lhr ekes�y€�v�?aa�mrn+�e,��etteciroe��T4r:N111 p�f t+l`.t a tsro�.°sn r1�v 5f'➢6 ' � ' -----.._�.-----_._____--_--- __� _ ___ `- _"" " Q�y PN �SOUNDBUILTIl2M 2385lDV _ ___--------------r- .___.__._ R35080741' Job __ ____ _______.. '�Truss �TrussType i � �GABLE � � �� 1110160C �C4 � _ -__ -_ � I ID:vOvoAldO:.__.._ .__LdO��flfffi�ll�4_1fl.RSl4tIB11-.------.-._ �I ..._ _.--- ...-----__-----'--_..__ . "" _ _,_. --�----- -,-�-_-__--- _ 7.250 a Aug 25 2Q11 MiTek Industnes,Ina Thu Aup 30 1124.37 2012 Pege t The Truss Co./Tri-Counry Truss,Sumner WA/Eugene OR!Burlingron WA VpWzMNYbSHkLJRzeFze-mbjlKrB�cAwFBBmGLKzhNTt�J?78�ocqLjrXY?o9yiek0 --_�___t 4A..�__ _,- _._1�4.-_ ___._. ___..__...�.��.1�� t�,.15_..._ --_._.__ .___.. t o 0 r 111$� } _..�.. 700 �jN:1�3B9 ��+_ 3x5'' 9�5�� b��' b,a �,', 5 8 � y,� ��, e/!�,\ 2��. � �.s'%' / � �,�, �xs�. � �'�/� i� � , � il � � � e■e: � i i I . � � � \ z� e�e.;. eaoF2 j� � '� � � 3 % /� I ;II, �� !�� \ xx�li �\ a�� il � 3z5% �� ;� � � �' 3�`S� 1 � � I ��\ �\� / I j �I I� 'I 'i � I / I � ; , . II ii �I�' �� 'I �i �. / I I // � i j I I / ��I I -.' j� I� _--'__.- I � I u,l li I � � j � � ,i , � � � -- _" r e � � L r-+� _ _ .'^` -- ''�' . _- -- � � � ___-�-. -� -� � .. '�y ` � I ___'_ ".___ . ._.__� ...�. . � 9 �'� . _'__„_ . ._._.__. I �d /.�.�_�._ _..__. ' `1. .'x4 11 h� I h4 � f0 31�I � a,s C� �a6=" D�{il yit I I 3� I I ar5' 2v4 I! 14�44--�-----'-�--�-_._-_{ 7-ao ______----_------i-------------- _� ___.___ --------- F-'--- �.ao -- -__ _ _- __Z-1�o__--- __ ------ --- -----;�a2-m ra a-a-o.a�ei �a o-�-e.a�_ai ts.o-1�4-i�1.i�2sZ�.�1[�.�1�t2.4-2 � �- _ �. _._ peR LL -0.06 Y�12 >/999 360 J ��_�._ --_--_--�_-- Piate Offseis U�Y1�,_[2.4'1- ---- - -- -------�=--.-`__ �i LOADING(ps� CSI , PLATES GRIP SPACING 2-0-0 � MT20 185/148 TCLL 25.0 � p�tes Increase 1.15 � TC 0.18 I ( � >gag 240 � (Roof Snow=25.0) � �umber Incxease 1.15 � BC 0.38 VeR(TL) -0.10 2-12 TCDL 8� I Rep Stress incr YES � WB 0.11 Ho2(TL) 0 O1 8 nla -nla �, yyeight:87 Ib FT=16% BCLL 0.0 ' i C�e IRC2009/TPI2007 (MaV�x) , � __---------------- __..___. �---- _ __ ��QL-----�---�-.��_----- -_--- " ---._--- -----___ IUMBER BRACING TOP CHORD 2 X 4 HF No.1&Btr TOP CHORD SVudural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling direetly applied or 10-0-0 oc bracing. _ _ __ BOT CHORD 2 X 4 HF No.2 - �----`" WEBS 2 X 4 HF/SPF Stud/STD � MiTek recomme�ds that Stabilizero and required cross bracing OTHERS 2 X 4 HFISPF StudlSTD be installed dunng truss erection,in accordance wRh SWbilizer I, Installa6on uide. � I i- -------a---------------________--..._------- REACTIONS (Iblsiza) 2=635/0-3-8 (min.0-1-8),8=835/0-3-8 (min.0-1-8) Mau Horz2=135(�C 5) Max Uplift2-161(LC 7),8=-161(LC 8) FORCES pb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-824193,3-23=-5271131,4-23=-50�/144,45=-417l147,5�=-417�147, 6-24=-5001143,7-24=527/131,7-8=-624/92 BOT CHORD 2-1 2=-1 514 38,11-12=-14/438,10-11=-141438,8-10=-15/438 NOTES (12) 1)Wind:ASCE 7-05;85mph;TCDL=4.Spaf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enGosed;MWFRS(low-rise)9abie en zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DO1=1.33 plate grip DOL=1.33 2�Truss designed for wind loeds in the piane of the truss only. For studs exposed to wind(normai to the face),see Standard Industry Gable End Detaiis as applicable,or consult qua6fied building designer as per ANSIlfPI 1-2002. 3)TCIL:ASCE 7-05;Pf=25.0 psf(flat roof s�ow);Category II;ExP C;Partiaily Exp.;Ct=1,1 4)Unbalanced snow loads have been considered for this desipn. 5)This truss has been designed for oreater ot min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non.concurrent with other live loads. 6)Gable studs speced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord tive load nonconcurrent with any other live loads. 8)`This truss has been desiQned for a live loed of 20.Opsf on the bottom chorc!in all areas where a rectangie 3-60 tali by 2-a0 wide will fit between the bottom chord and any other members. 9)This truss is desi9ned i�acc°bance with the 2009 Intemationat Residential Code sections R502.11.1 and R802.10.2 and referenced �. t.t�( standard ANSIFfPI 1. �F^�' �„';��1�/- 10)"Semi-rigid pitChbreaks with Poced heels"Member end fixity model was used in the analysis and design of this Vuss. 11)This trusa�s designed for a creep factor of 1.25,which is used to calcu�ate the total load deflection. The building designer shall ,, , ,M� ' verity that this paremeter fds with the intended�se of this component. �„ 1 12)All dimensions givan in feet-inchessixteenths(FFIISS)format. _ LOAD CASE(S) Standard ' v � � _0 -, ; `�'J.tf !�,1tiI.�1 �- ,S,S'/();�,',11_\'.'"`, August 30,2012 A w�t�uarc-a�,��s�t psn,��*�¢�ec�nrot�s c��r rtt�s n�rn tr�cLUrae�a�r�K�t�uF:t�;�.r.cc�.�ettt taa�t�e��ss�. I Design voNd tor use onN�rh MITek connectors.ihis design B based only upon paramefers shown.and is for on indrviduoi buiklinA component. � AppNCOblNty ot tlesign parameters and proper incorporation of componeni is responsibiAty of buikiing designer not 1r�ss designer.&acing shown �' eky ' is for laterul suppa�of individual web members ony. Additional temporary beocing fo insure stability dudng consirvction iz fhe responzibillity ot tne ' grecfw.AddHional permanent bracinp ot fhe overall siructure is ihe responsibiWty of fhe b�ilding designec For general guldance regarding , ' fatxication,quaAry conirol,storage,de6very.erectlon and bacing,consult AN51/Tfli awMy CrM�Ao.DSPE9 ond{CSI WYdnp Compon�nf I, C��Her�phtaCA 95650'te�� , ' SpfMy�Mqmallon ovolbble From Truss Plate Insiitufe 78I N.Lee Sheei.Suite 312.Akxandna VA 72314 . _ _ _ ; �i SoaBverr�P�ati 6� or SPpi lunx3�ec i��`streQ,tlroe�r,�i�utuea arr� nasm r.4�e4tr�C�i�1�2i41 try€�LSL.�� +zG�aaud ny 5Pf8 . ----- _____ . r . ____._ ._ ._ ..._- ------ -_._� , • __..__�_ ___---- �� ___ ____ .. ___.----- _____ --- ---------_....------- -----_ __---- - ---- - 'Q� ;pN SOUND6UILTll2M 2385/DV Job jTruss Truss Type i R35080742' I I 7.250 s - `-�- � �ROOF TRUSS 5 ' qug 25 2011 M�Tek Induatnes,��uhCc 5GV XX' HGs4AHYKby�ekN 1110160C i�� _l,lQttR@f°"'^`y'rmfionall '�., ....____.. I__... : � . .... -'..___ _ __. ._ --.-.__.__ .°___i.. _"_____.�-._.___. ...-_-_- The Truss Co./Tri-County Truss,Sumner WA I Eugene OR/BuAington WA �p,�p�oAldOVp�MeMNYbSHkLJRzeFze-EnHPXBBZxEN1�wrX 1 _9 __.___ ____3�@__.___..----I F.'__1_L13__.___{..______.._ _.__-3 3-0 ......_... � p.2-e 1.1-15 uyb=1 7l.1 �.a.'. 3 ,;r�. i �f/��'��.,�..�\7 i � \\\\ � / \ � �,' �, � �,..• eoofs � r ' , � M ;�� `� � , /' /�'� �� /'. � i ,' � `!J;� '� �;� j , � i � , .- � � , , {- � � � y� _ -< -- k' � ; � � �� r` -- __ , �X �'I � ��! _..'. _ ___ .. :b ..___ .._, �, � � '.._._ .__._ 7xa 5 `�y �.�� 1,a I: i � �, � � y a�>_ v . 3�-4 ..-.-_ .} ._.-'_S.S.�.�___ -__� - ------- F'_"_--_ _-.3 3 Q ____ _...___ �22A_. __-�.._- --- - -- __ ----�_�__�� ---- -- Piete OffsetS(X Yl;_.�4;41-��n-1-81 --- - ----T=._.___-_------ --== LOADING(ps�i�� gpACING 2-�-� � ^CSI i DEFL in (loc) I/defl Ud , PLATES GRIP TCLL 25.� i p�tes Increese 1.15 i TC 0.17 ! Vert(LL) 0.00 2-6 >999 360 I MT20 185l148 (Roof Snow=25.0) �umber Increase 1.15 I BC 0.07 Vert(TL) -0.01 2-6 >999 240 TCDL 8•� � Rep Stress Incr YES ; 4VB 0.07 II, Ho2(TL) 0.00 5 nla Na , � � Weighk 21 Ib FT=16% BCLL OA � Code IRC2009/TPI2007 j (Matrix) __L---- ----- _--------- 1._-------.-___------------ �CDL_----._.IQ----�_____�.-------_.______._.._L____-- --. ._--- _--- IUMBER BRACING TOP CHORD SVucturai wood sheathing directly applied or 6-0-0 oc puriins, except TOP CHORD 2 X 4 HF No.2 end veRicals. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ _ _ WEgS 2 X 4 HF/SPF StudlSTD - ----- �- - -" --� ; MiTek recommends that Stebilizers and required cross bracing ! be installed during Vuss erection,in accordance with Stabi�izer � � instalietio�guide__._.-----,--____.__._..-----_._____-------: REACTIONS (Ib/size) 2=304/0-3-8 (min.0-1-8),5=198/0-1-8 (min.0-1-8) Max Moa2=88(LC 6) Max Uplift2=-104(LC 7),5=-32(LC 8) FORCES pb)-Max.Comp.IMax.Ten.-AII forces 250(Ib)or less exc:ept when shown. NOTES (�2) t)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf,h=25ft;Cat.II;Exp C;encbsed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbelanced snow loeds have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or t.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This trusa has been designed for a 10.0 paf bottom chord live load nonconcurrent with any other five loads. 6)'This Vuss has b�n designed for a iive ioed of 20.Opsf on the bottom chwd in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wili fit between the bottom chord and any other members. 7)Bearing at jant(s)5 considers parallel to grain value usin0 ANSI/TPI t angle to grein formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 9)This Wss is desi9ned in accorda�ce with the 2009�ntemaUonal Readential Code sec:cions R502.11.1 and R802.10.2 and referenced stendard ANSI/TPI 1. 10)"Semi-rigid pitchb�eaks with fuced heels"Member end fixity model was used In the analysia and design of this truss. t�t 5. ' , 11)This Wss is desi9ned for a creeP fact°r o�125,which is used to calculate the total bad deflection. The building designer shali ��nh� {� verify that this parameter fits wfth tl1e intended use of thia component. S ��E /�'! 1� 12)All dimensions given in feet-inchessixteenths(FFIISS)format. i� : 1' i LOAD CASE(3) Standard � ! � �1 � .y( � ,/ � (�.��, �.{�Il;h�� .ss��lr>�;�:1(_�"'�� August 30,2012 ! Q WdRA1l'AKir Verify dc�cryn Fiar•rzntetea�s eu+r(IZF�I'J fR?7FS C?N Tft7S dt�1fJ t1Y�:L[lDC3E1 Mf7�C Rk3Pbd2F,N('�PAfirf;!!f1 7418 Sf,'FQR,�iISF.. �� t ea Design vafid fa use onry with MiTek connactors.This design s based only upon pammeters shown.and is for an individ�al bvikJing component. II ' Applicat9lity of design parameters and proper incorporafbn of component is te5pon5ibiNty of building designer-nof trvss designer.Bracing shown I MTek �� Is fw lateral support of indrvrclual web members ony. Addifional tempwory bracing to insure stabiGlY dunng construction is the responsibiilify of the �' erector.Atlditbnal permoneM bracing of ihe overall strucfure is ihe responsit�iGry ot the building designer.For ganeral euidance reparding !. tatxicotbn.quaifry control,storage,delivery.aredion and bracing,consult ANSI/T�t1 QuaMy GMM�o•DSi-E1 aotl 6C51 6uNdnq Compoo�nf �I 7C'�SGroenbsckA 9e�,S�ude 109 ��.._ I, �a}y�Mqmallon avoiloble hom iruss Plate Institufe.181 N.Lee Street,Suite 312,Alaxandda,VA 72314. _ _. !f 3atuC�otrn Pn+e iSi at 5F'r7)iumt�rrz t��C�Yf�ed,ciae�St�c��_ues a3_e tk��5�efleck�we(�U#,201T U��'�_L5��a�FN�av_a�i n�54'� .._.__...�___._.._ ____.__�.,�______ , . ___ ___..� --- -.____ _____------__--------- - � '- f,Ply SOUNDBUIIT/L2M 2385/DV _� __--_ -------__.___ �_�___.._.__ _ -�- '---`-_"` _ iTruss Type dty R35080743' Joy iTtuss i � i � � � �; � 1110160C ID2 �ROOF TRUSS i !Job@�falffise1QFSi4naR...__. _-- - ------ � _ ------ --.___. --____. ._.. ,..___ -_---._ 1�._--._--_-�-_---.._�_.�_.___. __.._-_ 7250 s Aug 25 2017 MiTek industrias,Inc. Thu Aup 30 11:24 39 2012 Page 1 7he Tniss Co/Tn-County Truss,Sumner WA/Eugene OR/BuAington WA ID:vOvoAldOVpNhMNYbSHkLJRzeFze-i_mkXCBiXVuL3QkROk�YIpgNxl_Pk1M.Jq15s2yiekM �-�-t 5.--.. .�-Q t.. _6 43_ --------t-i�i s " i -t�1�-- ..__. .. ._._._. aao - +--��----- aa-o � 14-15 sc��a•+�7.1 t �v4:- 3 � 'I\ � \ � �f r' \ /' I/ \ I �� /'R-�\ �\ a � � .' \ I800�i2 j i ,� .� \ � � � � �.�� i �/,%� ' \�\\\ , ,� i� ��-.I i i � ' �/ � --:•r- --- ___ _. _._ r j� ^ / � 8'�-- ._ ��I ._..__ _.._. � � r � __.. __------�- S . , - - - -- , � / / �: � /� ?#4 ��, �..�I � � �- 3ri- � I �t1= L� 6-6-0___'_'_'__'"-'"" . ____' .__- -i �._.__` _._��_ . .__. �T- . _ }-3-U . ._.__ -=_ _ - _`-"A-q,____"-___,-- � . � _____._------� . __... ---- _---- ---------- --_.`—_--------i--------_._.---7Trusn Type ___. __.--_ --.-- Qry ply i S0UND8UILTlL2M 2385/DV R35080744 Job TNgs �Z�g A'��5�201�1 Mi�Te�k Indnulatries Inc Thu Au 30 11 24 40 2012 Pa e � � � � I 1110160C i 3 IGABLE ID�, __ _ J _ . __--- - -_____ ..__. � g p 1 --_._. . __ - - 9 The Truss Co./Tn-County Truss,Sum�er WA/Eugene OR/Burlington WA voAldOVpVJzMNYbSHkLJRzeFZe-AA09ylDpTrdlzD?w?BF45VN.rgLD98Bm9XUmtPUyiekl �gQ___--------._�—�1-11..-_i ]'1-�.._._ .__...__}34. __._.._ .____.__�. ___.._._ ._._ 330 1..bi5 F.__'-_ -i-__._`_.... 3-}0 1-1-15 s�.i.im=r axe , 3 D�� I'i '1� 3� �I � ,,1/;♦-\=�.. I �4�� /�/'I 'I\��\., 12 3x�'� � ,, �j -�---� ' \'� em Fz - �, t� `� i �� ,� � i �� .A n i `�/ ', I � � � ,,� �. � � i � � , � ��_� �. / � �, �. ; t �. � � i , -�i i , ___ �._ i � z � iI� /�__�- ___ _.._ � ' ';f �'_'__ ' . � I� . �— .___.. _...__.__.._ . .,_.._. 5 {RS'� ._'_. —.._.— �t � ._B h1 il � \ � / .`. a'°�,�, ��_.. � / av5- � V �-Q_ —._ __..., �'�Q ..._.._ ._..._"_'_...�. _..__...__.._ ._� . �_._a _"_'_"__"'"___' �__.__"_'_"".�-{Z.__�, . .....�.�'.9_ _...._..._,... .—.—_`_—_ �- _'_____ __._. ___ - __' _"._.___.. . —__ __—�_'____-�.__�'__ .__—.�— _piate onaecs a Yr_�2;�s�a.3-_ol [4 a�-i2 az o� ___ _ _.._ — -----— —rT �' _� �-� I DEFL . �1 (IZ �/999 24p � PLATES GRIP -�-- I LOADING(ps� I gpACING 2-0 0 , CSI TCLL 25� I p�tes Increase 1.15 I TC 0.09 i Vert(LL) 0.00 2-6 >999 380 MT20 1851148 (Roof Snow=25.0) i Lumber Increase 1.15 � BC 0.09 Vert(TL) 0.0 i TCDL 8 0 ReP gueSS�� YES j WB 0.07 Hoa(TL) 0.00 4 nla n/a I BCLL 0.0 ' � , Weight:33 Ib FT=16% Gode IRC2009/TPI2007 I (Matnx) �._.____ _ ------ ---- �__-- - __. ..____-- ------------__. �._.— �CR�`__._Z4�_-1----------- _ ._.,___� __... - ------ IUMBER BRACtNG TOP CHORD SVudural wood sheathing directly applied or 8-0-0 oc puriins. TOP CHORD 2 X 4 HF No.18�Btr ied or 1 o-0-0 x bracing. BOT CHORD 2 X 4 HF No2 BOT CHORD Rigid ceding directly appl� --__.-.-_,-,_ __---, NyEgS 2 X 4 HFISPF StudISTD � MiTek recommends that Stabilizers end required cross bracinq ; OTHERS 2 X 4 HFfSPF Stud/STD � ��Ila ion guide. ffuss erection,in accordance with Stabilizer I� REACTIONS (IWsize) 2=335/0-3-8 (min.0-1-8),4=335103-8 (min.0-t-8) Max Horz2=-80(LC 5) Max Uplift2=108(LC 7),4=-108(LC 8) FORCES (Ib)-Mau.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 2-11=-268I25,4-12=-268/23 NOTES (12) t)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2pst h=25ft;Cat.11;Exp C;enGosed;MWFRS Qow-nse)gable end zone; canUiever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane o(the Vuss onty. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as appliceble,or consult qualified buildi�g designer as per ANSIlTPI 1-2002. 3)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;CY-1.1 4)Unbalanced snow loads have been conaidered fo�this design. 5)This Vuss has bee�designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on ovefiangs non-concurcent with other live loads. 8)Gable studs spaced at 1-4-0 oc. 7)This uuss has been designed for a 10.0 psf bottom chord live Ioad nonconcurrent with any other live loads. 8)'This Vuss has been designed for a live bad of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit beNVeen the bottom chord and arry other members. 9)This truss is desi9�ed I�accordanCe with the 2009 Intemational Residential Code sediona R502 11.1 and R802.10.2 and referenced standard ANSUTPI 1. 10)"Semi-�ipid ptchtxeaks with fixed heeis"Member end fixity model was used in the analysfs and design of this truss. �}i ti. �' ,�, 11)This trusa is designed for a creep factor of 1.25,which is used to caiculate the total load de}lection. The buiiding designer shali ��,i� � t, verify that this patameter fits with the intended use of this component. �'� i�� } 12)Ali dimensions given in feet-incheasixteenths(FFIISS)format. �� " 1' �';-' LOAD CASE(S) Standard � � e � ,(� ` \ �'�f. .r" I:�TI:�;/'�r�; 5.S'/fj!�;;1 L�:.''' August 30,2012 � A 4YAFdMNG Yerify dc.s��n�raracterz saud REl,D 1VQTE.S QN 7XfS dND Il'+�L[!f)Faf1 A9T°Fi'2x REF"EJ2f;Nt;k PAt"rL Mfl 7473�"QF�,F'llt'sF.. I �^ ��, Design vaGd for use onty with MRek connectas.This design B based only upon parameters shown,and is for an Individual buiklinA component. � ��. AppFcabiRfy of design porameters and proper incorpaatbn of componant b responsibilly ot bu�lding designer-not iruss des�gner.&acing shown MiTek ' �' is fw lateral suppat of individual web members onN. Additionai temporary bracing�o Vnsure stability dunng consfrucfion is the responsidAity of the � ereclor.Additional permanenf bradn9 of the overoll structure is the responsibillty of tha b�ikJing desipner.Fa geneml guidance regarding ' � fabricatron,qua&ty conirol,storage,delivery,erectfon and bracinp,cons�lt ANSI/TMt QuaMy CrM�Aa.DS6�69 aed�CSI turdny Compon�rd 7'f77 Greenbadc Lene,Sulte 109 �� e 312 Alaxandna VA 22314 Cttrus Hephls,CA 95610 �. tt Soutl7err,PmE{Sf+or S8'Pl Vu��rUer�s xy�tt�ed,#Csz deai vaiues art��se ettr_tfre V)g;431 2Gi1 Dy xl�t r n U-�?��'!Si'fB.-,--`_ --, --....__. __;__-_ - --.--__ _. _____._..-.----..._..___ : �rqormo}IOn avaibble from Truss Plate��sliWte.781 N.Lee Sireet. vi _.- -..—. .._- ---� - - - ..._. _ . .. . . ____- ----� _----------------- ---- ___._.__ _--- ----._ __ _- ----° �Qty iPry SOUNDBUILT/L2M2385/DV Job ----------"I,Truss �Truss Type R35080745'� 1110160C n Truss.Sumner WA/Eugene 0 GABLE ' 7,p50 s Aufl 25 2011 MiTek Ind K��BRrJhExJ FMWTyZp4 u1S8ksYPy H -----___�----____ .___ -___. :------�JSZQ E39ISI.@ns�.I4RLl4nall---- 1 ',.__.___.,---- -�--.._,-- R/Buriinglon WA The Truss CoJ Tri-Cou tY ID.vOvoAldOVpWzMNYbSHkLJRzeFze-3xegoFG -____�,8-�-2,------...�_.__�___- --------_t.i,4_5_� --------!&9.4 . .._..--�-------- - _.__.__ +._ _._..----. _____._ �a&o 2"2'° t'�:1.5._y.___—...___..._ 19-9 0 2-2-5 Sc�N=1 710 3xB- �00�i2 i6 17 iB ,., . '�.., tB 15 yy �. ti i' ..-'1°�� 'd., p 2t �.r 12 13 � �i� �I�j �i �-�`,A� � 63� 3xg= p� is.,� 3RB;Q ��g��-P'I �i , ��II i�I � .�� "�1'��`M12d 25I9 �I � I � d � �� I � �, I ili I i� I I n `� a �1 � �� '� ��, � I� � 11 � � e � � � i' �� i�� % �� I�i �i �I I I� ii�i �`� xe � g / � �� i � I il i I I �I, I .i i� �� `� . 31 3 � � � � ' � I � � � 4 i �I I II � I II I � I� lI I �` I I I' � �. I J7..._._�-- � �� I � I � �i I � _ \` 2 �='��"_�-_-4�-" �_q�. � � �-'S'' -�' .__�y. -!� '�' k�,;T,�__� '@ � �B�-�_-�s. -, .�.� �3a � �._.. ��.._�. - -,.�� ---- �- �'��, %��_... �^�'�_..�_-�z��-�� .�.� -�u�. �_.�____ �_�_ _.r. �_,._yy,. � 3xD- 81 BO SB 58 57 SB 'A SI 51 53 51 90 {9 �9 �? 18 AS M e �1 di W 39 30 37 38 JS 34 7w5=: 3a8- �-__.___._._.__.�_.3�'.Q_"___'_""__.._._..-_"_____�_._�-�_____. -�""___� � "_-_ __ -�.- f""_�.__.�._.—_"__'-"__ i—��_—__�.$.Q_"'_._„_.__._'___.....'.'____._.�__'_"__.��______-_..._..�'_ ..,.�--.— ---- — . (1 Fdnnl MS•0-9-'15 Fd081 __.�. -."--_.-. -.-r---_'_. ,-._. _:. Plate Offsets(X Yl' !�,°',0-2-15,�doe1 f17.g�- -- --- —'_= - - --� - -- - _____ . _--. -•------ -—__ _ - �-- ----i- -- -- -�- -. _ ___ LOADiNG(ps� � SPACtNG 2-0-0 '� CSI DEFL in (1oc) 11defl Ud I PIATES GRIP TCLL 25A I p�ates increase 1.15 � TC 0.32 I, Vert(lL) 0.06 33 Nr 120 � MT20 185/148 (Roof Snow=25.0) � ��rp��ease 1.15 � BC 0.17 �! Vert(TL) -0.08 33 Nr 9� � TCDL 8.0 I �I Horz(Tl) 0.01 32 n/a Na ; Rep SVe831nCr YES I V1B 0.13 � y�9j9ht:202 Ib FT=16% BCLL 0.0 ' �� Code IRC2008/TPI2007 �--(Matnx) � _------ -- ____-- ..-----_� 1_.�.� ------. _----._._-�_------- B�D1____�Z.Q_�_�--------._.---__.__. ____. _._.___ _.._---- - LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVudurai wood sheathing directly applied w 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid cei�inq directly eppiied or 10-0;0 oc bracing. _ __ OTHERS 2 X 4 HFlSPF StutUSTD ,MiTek recommends thffi Stabilizers and required cross brecing `� II_�nstaga oengufde._�g8 e��on-in accordance with Stabilizer � REACTIONS All beari�gs 39-6-0. (Ib)- Max Horz 2=100(LC 6) Max Uplift All upliit 100 Ib or less at joint(s)34,35,36,37,38,39,40,41,42,44,45,48,61,60,59,58, 57,56,55,54,53,51,50,49 exCept 2=-137(lG 7),32=-151(LC 8) Max Grev AU reactions 250 Ib or less at joint(s)48,47,34,35,38,37,38,39,40,41,42,44,45,46,61, 60,59,58,57,56,55,54,53,51,50,49 except 2=315(LC 2),32=315(LC 3) FORCES (Ib)-Max.Comp.lMax.Ten.-A�I forces 250(ib)or less except when shown. NOTES (14) 1)VYind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enciosed;MWFRS(low-rise)gable end zone; cantilever left a�d right exposed;end vertical left and nght exposed;Lumber DOL=1.33 plate grip DOL=1,33 2)Truss designed for wind loads in the plane of the Vuss only. For studs exposed to wind(normai to the face),see Standard industry Gabie End Details as applicable,or c�su�t qualified buiiding designer as per ANSIIfPI 1-2002. 3)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Catepory II;Exp C;PaRiaily Exp.;Ct=1.1 4}Unbalenced snow loede have been considered for this desi9n. 5)This truss has been designed for 9reater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhanps non-co�current with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chard bearin9. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 70.0 pst bottom chord live load nonconcurrent with any other live loads. 10)'This truas has been designed for a tive load of 20.Opsf on the bottom chord in ali areas where a rectangle 3-6-�ta��bY 2-0-0 wide ��K S, ('/,�; . will fit between the bottom chord and any other members. y,�' � 11)This Vuss is designed in accordance with the 2009 Intemational Residentiai Code sedions R502.11.1 and R802.102 arxl �,, y: _ �l,�J- referenoed standard ANSI/TP�1. '�, �� 12)"Semi-rigid pitchbreaks with fixed heels"Member end flxity modei was used in the analysis and desig�of this truss. �!-�\ 13)This Vuss is desi9ned for a creep factor of t.25,which is used to calculate the total load deflection. The building desi�ner shali f verify that this parameter fits with the intended use of this component. t4)All dimensions given in feet-inches-sixteenths(FFIISS)format. / LOAD CASE(S) Standard � ~ ,.r. ,J 3 9, � ��,� ��.c�,rr��%/.ti l V��.� �•�-:~� 4,5�(/r'V:�t \"'"�• August 30,2012 Q tQ.SRN7FpK?-Vcrify dcsi9R Pa�l°�m+�d�m�s ru+d Rfie�!)NQ'f£�ON TH1S dAf�)IM:LUt?fst)&II7F,K d'E��Rf�;N1"E,Pd��".IMfI 74�`ii 8�012�1ttiF. ' �� Design valid fa use onry with FMTek connectots.lhis deslgn's basad only upon parameters shown,and is for an individual buiWing component. AppNCaGNN ot design parometers and proper incorpaation ot componaM is responsibiliN of building designer-not huss designer.&acing shown � is ta lateral suppwt of individual web members onty.Additlonal tempwory lxacing io insure stabNty tl�nng construction is the responsibilNty of the MiTekY �� erecfoc Additional permanenf brac�ng of fhe overall sfructure is the responsibiGty of Ihe buildinp desi0ner.For generai Auitlance reparding. Ii 777�Greenbadc Lene,Suite 109 � -I. fabricotion,q�alfty control.slorage,deNvery.erechon ond brocing,consutt ANSI/Ttli QuaMy Cd1Mu,D16•!t and�CSI tuWlnp Compoe M i Ciwa Hephts,CA.93810 '� � Sp}�1y��formqNon available hOm TNSS Plofe InshWte 781 N.Lee Street.$uite 312.Alexandaa VA 22314 j ' tf Saulh�ra gi��e{5�'vr St��)Eu�uhzr��Y�se+.nser3,tFaa des ri��lue�are:tat�sa aSiectsve�3rV'E+2flt2 trY AL!t+: r;rtv�ax�1 t�y af�B. _.�_�` __�_ --.--------------- ' �_.�_.—_�--- _— `__--- -__.___,. __.._.__--- . � _ ___ _— i ------------------- _----°....__.. _.___ _.__..--- _----- --- ,Qry TPry. I SOUNDBUILT/L2M 2385/DV ' __ _-------- � R35080748 i ��Job TTruss ITrues T e , � --� �-_-�IGZ iROOF TRUSS 2 1 l,j 9�f9ranr,(pptionall„Nvh8T4MMMUKnbhnl2LYimlwQDzcBy ek I ,��0�� 7 250 s Au 25 2011 MiTek Industnes.Inc Thu Aug 30 11 24:46-210�7�2_Pa e `---��-___.___- ---- ---_ - --- ___.._ _.._ 1 The Truas Co./Tn-Counry Truss.Sumner WA!Eupene OR/Burlingron WA �D vOvoAldOVpNhMNYbSHkLJRzeFze-9KmQCwia2 F zs u�a , _—__ �_._____— �.-s -�- z z s � 22.�,_ �d:9___ _____r. ._.._.._?3-4_II---+___..__'Sg82_. _.,__._ e a�2 _ e a�3 7-z-� F_'Z-2�5 t-___..___.._71.8 �'3 sc.4•+72 8 5�5= �W'i17 '�7�'` .��. / -��/ `.,�\ ",�"' h�-, 1 av8% ; - ,/ � /% ``} , l B � \ � � 3k12 MTiBH! g ��1�' �/ \� ^��,�'\` 19 3%7� I 1B � �\,`� g '� 5 /�~/ �/ \\ /. �\-�.?�. ' bI`/i �^I a�o .��"� ;A i/� - i � -�r.;�: io �� /'�� , �\ �'��. I N10MTi8H% .� /j' �.,\ /� ,., , \\ � ^`�``,.,� � 3 //� � I \� /, , _� ---��._,.,__ \ . . . � �_'"_,--"'_ `_- ' '_"____ i. .�- .s --"-__-�^-.__. _ /...__—T '__'_._ . __,. yy�, �� \` m� � ... '�,__. 1'! -�--,.__.� _..._. ._...� 12� ' ' __.._ `�....._.r.lA. .i N '"_ -- ��.. _ ._.. _ .�____�.__.___ ��;r ___.____. ._.. __.. .. __.- _ ' ,� 8�14MT18M'=- p 21 1$ 1� 13 5v1�= 1B 3w10= lv4 - 1x7.- ��: � Ht�= SzB'�_ 2 W�17 15 1 Q-0__ ..___.,143.:1.1____ _.e a�$Sm�—�___ -' &Z-0 __�...T. ,Z-0-9 __ -r. ...�. �� -_ �� .__ __fl�b.4_. �.__-±-- i—� F---"-_ G2-0 _`_.—, -_-- — - Piate Qnsets a Y� __(2..4-�o as-t21 �z:�-2:15 edae] rs U-34..�1121..i1]_Q-4_�.E.d�l.C1�.4? 72.42 41.-[.1.6 Q-4.4.5�2-1?LIiZ�s-o a3-sl___ - --_�--__� _�_. — _�__. __ .�_.�__� I PLATES GRIP LOADING(ps� � gpACING 2-0-0 � CSI �� DEFL in (loc) I/defl Lld TCLL 25.� � piates Incresse 1.15 � TC 0.88 � Vert(L�) -0.81 15-16 >580 360 i MT20 185I148 (Roof Snow=25.0) � � MT18H 185/148 Vert(TL -1.3916-17 >338 240 Lumber Incxease 1.15 BC 1.00 ) , TCDI 8� I Rep SVess incr YES ! WB 0.87 �'i Hoa(TL) 0.52 11 Na nia � BCLL 0.0 ' � Cp�{e�RC2009/TPI2007 �! (Matnx i Weight:161 Ib FT=16% ) i _---___-1_---__—.. -- �-----___-------'---- -_____ __-----__— -- --- ------- �QL_---.�4_..--�-_____...---- WMBER ----' `--- BRAGING TOP CHORD 2 X 4 DF 2400F 2.OE TOP CHORD SVudurel wood sheathing directly appiied or 2-2-0 oc purlins. BOT CHORD Rigid ceiliny directly applied or 2-2-0 oc braang.� __ __ BOT CHORD 2 X 4 HF No.2'Except' -- ----'- -- -""—""" ' 2-17:2 X 4 HF SS '�� MiTek recommends that Stabiiizera and required uoss braang i �g$ 2 X 4 HF/SPF StudlSTD'ExcepY ' be i�stalled dunng Vuss erection,in acCOrdance with Stabilizer I 6-17,7-16,7-15:2 X 4 HF No2 ;--I,nstalladonguider_.____----....____-__---.___._�--_.---------� SLIDER Left 2 X 4 HFSPF Stud/STD 32-3 REACTIONS (Iblsize) 2=1784/0-5-8 (min.0-2-14),11=1784/0-5-8 (min.0-2-15) Max Ho22=-100(LC 6) Max Uplift2=-•t18(LC 7),11=-418(LC 8) FORCES pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or lesa except when shown. TOP CHORD 2-3=7388It319,3-4=-7252/1339,4-5=-7158/1299,5-18=-7108/1301,6-18=-7055/1310, &7=-3132/597,7-8=-3129/593,8-19=-3729/702,9-19=37801693,9-1 0=-3 84 816 9 2, 10-11=-4146/754 BOT CHORD 2-17=-128?J6979,1 6-1 7=60 21361 1,1620=-307l2442,2a21=-307/2442, 15-21=-307/2442,14-15=-428l3224,13-14=-42813224,11-13=-817/3846 �gS 6-17=-68113781,6-16=•1499(377,7-16=-198N055,7-15=-192/1060,&15=-830/256, &13=-56l532,1 0-1 3=-39111 88 NOTES (12) t)Wind:ASCE 7-05;85mph;TCOL=4.Bpsf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-nse)gable end zone; cantllever left and right exposed;end vertical left and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(flat rooi snow);Category il;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been co�sidered for this design. 4)This truss has bean designed for greater of min roof live toad of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Atl plates are MT20 plates unless otherwise indicated. �`�S, '��,t 8)This Vuss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other tive loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectang�e 3-6-0 tali by 2-0-0 wide Q�>,�`` """"-. �! f j_ will fit between the bottom chord and any other members,with BCDL=7.Opsf. � .` li 8)Bearing at joint(s)2 considers parallei to grain value using ANSUTPI t anqle to grain tormula. Buildinq designer should verify capecitY i_ � of bearing surface. 9)This truss is designed in accordancs with the 2009 Intemational Residentiai Code sections R502.11.1 and R802.102 and referenced standard ANSIITPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this uuss. , � 11)This truss is designed for a creep factor of L25,which is used to calcu�ete the total bad deflection The building designer shail i ` verify that this parameter fits wi�the intended use of this component. °�fi�. 'f't,-'��,.��;�1�, .� 12)Ail dimensions given in feet-inches-sixteenths(FFIISS)fortnat f'. ''—'-"'" �>�' ,55•�QN A L.C''`, LOAD CASE(S) Standard August 30,2012 , �w�erG-vm;��ay,�p�,w,.�c��,�ru�r�a�s or�Txrs�n tnrc�i,unr��e�T�rc rr��.�rx:�xe��au��a�a�r��v�s. �+ �'� DesiBn va4d for use oniy with MITek connectors.This design'rs basad onty upon parameters shown,and is for an individual building component. � �� App�icabiliry of dasign parameters ond proper incaporatbn of component is responsibiNty of twilding designer-not truss designer.&acing shown �'�e� is for loteral suppa'1 of intlividual web members onN� Additional temporary bracing to inwre itobilify dunng consirudion is tha responsibilqty ol the � erector.Additional permanent bracinp of ihe overall siructure is the responsibility of the building designer.For general guidance ragarding '� fpbrication,quality control,storage,de6very.erectlon and bracing,consult ANSI/T►11 Quo�lY CAINie.DS!•!9 and lCSI�uldlnp Compon�id il Ci rua HeqhWCAa9�s�ite109 � ' Sa1Ny��amoHon avpilabie from Truss Plate institvte,781 N.Lae Streei.Suite 3I2.Alaxandna.vn 7231a, i ...--i._.---� . ___-- -----� . _ �� ._ ._._.,_—�---"- ..---------- il StYUft�rn Pu2�:(�i`ar SF'p(4unrbea'is�paa#4eQ.fdea�Sig��va4�tes�rw�Nv�r�efSer.t�e it�5�1M1;=q92 b1'AL3� r �,F'yos�+#�rY�'.t�-.-- . � • __T f__.___ __ - ----- - _____ ____ �---- __-- __----- _ , ----- -- ' SOUNDBUILTlL2M 2385/DV R35080747 -------- - Qty PIY i __._._ -------------�_____.__ ' TTnrssType Job Truss I�ROOP TRUSS 5 � ' i t 11 O160C G3 �p}�erence looLOnall -� _ .__ P _..__ Q _------_ - --- --- _.__---- i -- �- ---'-` -- Z250 s Au 25 2011 MiTek Industnes,Inc. Thu Aug 30 1124:47 2012 Page The Truss Co./Tri-Counry Truss,Sumner WA I Eugene OR!Burtington WA ID vOvoAldOV WiMNYbSHkLJRzeFze-TWKpQGICp?WmIN Gv4tit Bq_9PmH9MB84zW9ayiekE �Z2.L_-----+-----__.�.@_1-i_-_----1 . �. . ..._.---.,]&Z-�------�---'---_.___.2�.-114 .._._...__+------ 8,2_13 6-n-r i---- ---�-�-4__��_�___.-_.80___----- saa 6-a-tz 7.1.0 sc�r-�ee.i 5�5- 400�7 8 � � ��1�� '��` � Jx4'� 4x8�� // // `,\ � 1� I� �173MIItB% 5 l~�'� \ � �^�\`-`` �)' ..%- , ,d �/ ;�� \��a� � /,�//(�/� ��i� � �/ \ �C°`-�„ �4 � �� 21�� y� �� \\ �I �/ �\.,�'`, �b 3 'i f' � �\� . / \�:\ -/ \ % � �110MT18M'� �� \\. //� \,� %/ � ,� �\ , ,� ,, , , \ . z ,.- � ; _ , � �,� ;� �o f _..-. _________ �\ - --- / �.,�--.` 15 _-_ _�._ . ___ � �� -____-----_._ � _._ � ' - _-..� ' _____. . ____ ___.... ____..."" $ _ � __ _ : � __ �_--�--_ �„ ____ __ -___ I�� 8z1BMT1BN tl iB 19 17 12 �� 5x6= Sa11= 9x6'.: !xl- �d'. �x12�= Sr8.':. 7W�7 _.�$.Q_ . .� "__'.�3Q.-Z-3---'---}° ._...___._��_�. __' ._-� bPe _�.�.__.�.-._--1,4-4R__._�-. ,-� -^ '_ � A ....L3-q- �'� -�-'--- --��t ,��.�.�.�. �e__� -�--i$.�- ----- ri s a�_s a�-a� - - ---- -- _ P�ce ottset�(X Y) r�o• a2�2� r� �-as Edaei ts a�_i2�s-�2J._il4 212.4 L2Lt�Q1 i2.�2 97.L14Q-4_4.�2 t?l�_ - --- - _ -� ----- --r- --- - i--- - LOADING(ps� gpACiNG 2-0-0 i CSI j OEPL in (loc) Udefl Ud ^� PIATES GRIP TCLL 25.0 j P1ei�� 1.t5 TC 0.91 ; VeR(LL) -0.8013-14 >581 360 �i MT20 185it48 TCDLSnow=25.8}� il Lumber Increase 1.15 I BC 0.92 I, Vert(TL) -1.37 14-15 >340 240 I,, MT18H 185/148 BC" O O , , Rep Stress Incr YES ; WB 0.85 I Horz(TL) 0.50 10 Na nla i Mi116 176�121 , Weipht:152 Ib FT=16°k Code IRC2009/TPI2007 � (MaVix) , _ j-----��.----_ _..---�..---.- _@StQL_--7_.4..-- --- �-._.__ _.__� .____._ -----------_- -----------------_-- �--__.._.. _. IUMBER BRACING TOP CHORD 2 X 4 DF 2400F 2.OE'Except` TOP CHORD SVuctural wood sheathing directly applied. BOT CHORD Rigid cei�irp dirediy applied or 2-2-0 oc bracing___ i„____ &10:2 X 4 HF No.t&Btr �------- --- BOT CHORD 2 X 4 HF No.2'Except` ; MiTek recommends that Stabilizers and required cross brecing ',I 1-1 5:2 X 4 H F S S,10-12:2 X 4 HF No.18BV 'i be installed dunng Vuss erection,in accordance with Stabilizer WEBS 2 X 4 HF/SPF SWdISTD'Except. %_Inste l iation_gui de.�_�__-------------------___..----_.._----------' 5-15,6-14,8-13:2 X 4 HF No.2 SLIDER Left 2 X 4 HFSPF StudISTD 3-2-3 REACTIONS (Ib/size) 1=1611I0-4-0 (min.0-2-9),10=1612/0.5-8 (min.0-2-10) Max Hoa1=79(LC 5) Max Upliftl=-310(�C 7),70=-309(LC 8) FORCES (Ib)-Max.Comp.IMax.Ten.-All torces 250(ib)or tesa except when shown. TOP CHORD 1-2=-740811418,2-3=-7293H431,3-4=7191/1386,416=-7139/1396,516=-7078/1397, 5-6=-3125I609,8-7=-3111/600,7-17=-3879l730,&17=-37431729,&9=-3811/713, 9-10=-4092R83 BOT CHORD 1-15=-1389/7019,14-15=-636/3608,1418=-328/2433,t&19=-328/2433, 13-19=328/2433,12-13=-475/3201,11-12=-475/3201,10-11=-682/3786 WEBS 5-15=-756/3801.5-14=-1461/392,6-14=-206/1032,613=-19511017,7-13=-791/263, 7-11=-1181513,9-11=354/192 NOTES (11) 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone; canUlever left and nght exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(tlat roof snow);Category II;Exp C;Partially 6cp.;Ct=1.1 3)Unbalanced snow loads have bean considered for this deaign. 4)All plates are MT20 piates uMess otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with eny other live loads. �i� . 6)'This truss has been desiQned for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tali by 2-0-0 wide ��„j�t'- �' :f will fit between the bottom chord and any other members,with BCDL=7.Opsf. , , » /- 7)Bearing atjoint(s)t considers para��ei to grain value using ANSI/TPI t anple to grain formula. Building designer should verify capaaty �'� �� 1�'� h` of bearing surface. f� 8)This truss is deaigned in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenCed standard ANSUTPI 1. 9)"Semi-rigid pitchbreaks with fuced heels"Member end fixity model was used in the analysis and design of this truas. 10)This truss is desiflned for a creep factor of 1.25,which is used to calculate the total load deflection. The building designer shall f � verify that this parameter fits with the intended use of this component. `' ti 11)All dimensions give�in feet-inches-si�Reenths(FFIISS)format. �ri�, �'�.�<<�4��:�`�'� \ti� f'�, tit. LOAOCASE(S) Standard `��.�:'1� �'' August 30,2012 Q 1�At2N1AKi Yer�y de�igr parvxaroctms coed tt&Af)AKiTE:3 ON 7HIS 61Mt7 IJ�FC'LUtIE'sD NATf:X Ft�F'E:7tkNC:E PAGE 1�P1 7473 B�Y(7RE 1158. �« . Design vaAd fa�se only with Mitek connectors.This desig�is bosed only upon paramefers shown,and is tor qn individual building component. ' AppNCObiFty of design paramefers and proper incorporation ot component is responsibihly of buiVding desipner-nof truss deslgner.&acine shown I � is for lateral suppon of individual web members onN� Addltional temporary bracing to Insure slabllifY dunn0 constr�ction is fhe responslbiitily ot the w/�T�{�` , IWI f il ereclor.Atldifionai permanent tracinq of Ihe overali struclure is the responsibiNty of the buikli�g designer.For eeneral guidance regarding � , �� fabrication,quality contro6 storage,deFvery,ereciion and bracing,consutt ANSI/TNi�unB1y CrltMic.DSba9 und OCSI WMdlny Compon�M � 7777 Greenbadc Lrna,Suite 109 -� gcMy InfarmaMon available hom Truss Plafe Instltute 781 N.Lee Street,Suite 312,Alexandna VA 22314 � Ciws HephU,CA 95810 }f�outtxtsr F�Ejte!sF ar i3�p1 Wtnttet ix xpecitied.thr rl�si wukue�s zre thuse�ESrctrve V6r1Tt;2lt1Z o�AiS<�r arv�t�seJ�r+J SfgB _�__.---- - -.___.__ ------- ' " ____�- ----- ---._... ----- � ,. , • ____.._ --__—__----- - -------- i ----- _ - -r------ _.--___.----- ---------_ -_ ply i SOUNDBUiLTILZM 2385/D _-----_—._._._,--— Truss 7ype ��Y � R35060748� Job �Ttuss �---- _.__ ___._ __. -1--- '---` I 30 11:24.50 2012 Page V WzMNYbSHkIJRzeFza-u54x21L56wuKAmmr6CQQVdmNfN58UVidq2BBlvyiek 1110180C �G4 ITRIPLE HOWE � I,�q�Referen�(ootionaD�---__--�-------...---I _--------.---�-----------------1 -------- 7.250 s Aup 25 2011 MiTek IndusNes Inc. Thu Aug t The Truss Co.!Tn-County Truss,Sum�er WA/Eupene OR/Burlington WA �D vOvoAldO p B ...tB:Z.� z4-i-a.... :--.._._.2�-Stl�._..- -7-------.3�-�4__--_-_+—..-�.-.�.t'a ; s-4-e _____ 14$L_..��_.._}____ 1`�.-1�_ .__{_'___ ____r__ 45 12 4.5-I2 53-8 5JA r__�"`5+8 -F--_-_._ �r19 45-12 45-12 $qb=1 68 B Sxe'i 4 pp i12 B �"-'�T'1-,.,.` ` r�g� „i� _ 5v3 = � �� 5 i � '� �� `' � n �r8� 2� � `�'\„� 6x10MT18M� 4x6 5 � � �'•~�"` 9 �� S.r10 MT1BM% 1 /�%`�� i I � ., '�-._. �•.,,� �' � � B �z1� :� � � � � � �- �� ,%; /%'i"� � � dl .r(�/� I I � i i I / I t0 �I 4M�: ��.�\ ,��... i �" ' Y I� \ � �/ �i ��'��,/" �1 . �� . /� i 4_\ i �._ I I' ,i \\�I��.% /�/ i��I ��...��-�.�. 11 �, � � I i I � � �/ ^' � I 1 " .- r}•. </ '____' -� y / --'-- '____.._ __ � _ 1 _.—._� � `--��,� � .1R.____ ...__�1i_-..gFf+�_._._.L�7.__.._�.._��.._-.`�L�'_._�.-.�L__ d ;� n n _Ili�.—�.7Il.__�.u1____ _ .��1_____Illl_..__._._u.Ao—-- sa+ � �' JUSN lU52� y16MT18H= JU52� p JU52{ JUS7t�Q JU57� JVSN �B 19 JUS2� 18 JU57I 15 �� JUS2� 13 y�II Sv18MT18M% gi8MT18H��=. 10x10== k3= 9ve': JUSZI mc8'_ JUSN �8 il . �5_.: JUS24 BRBM�IBX�-.-: JUS3a JUSII JU57� JUS7� JU51< Piate oxsecs x v>: (�:o-�-s,Edge],[2:a�-�2,a2-ol,[a:a2-e,a2-O],[5-S,�L[6:0-12,a2-e�,p:o_i_a----��---;-- 3�5�9 ----+--.�s___.�� y�-g � f0-8-t—.�_}_-_'- ' ' _ ' _ _.2�L-L:i----__, �.."___ 1 4+,9 _ ��2-____.�.4.'t12 _. _ .4-,f12_ _. 5.5-0 _._____... _—__� ,o-z eI [e:az-s a2-o�,(io a�-�2.az-o�,[11:0-7-8 Edgej (12:0-3-12 ( . _ ---_. a�-et.r��;�-a a�a-4� tia�al_12.42�1�Ii@.-4=t_72.�- 1 r�s a2-a.o-a-4LI2Q�-��.Q?8L ___ _:_==_—___—_____ ,__. �___ 8 I_. __ . ___._ . -- _� LOADING(ps� � gpACING 1-0-� CSI � DEFL in (loc) Ildefl l/d � PIATES GRIP TCLL 25.0 p�ates Increase 1.15 �� TC 0.82 i� Vert(L�) -0.65 18-18 >718 360 MT20 185/148 (RoofSnav=25.0) Lumberincrease 1.15 BC 0.88 � Vert(TL) -1,7318-18 >410 240 � MT18H 185/148 TCDL 8 0 Rep Stress�ncr NO I UVB 0.90 , Horz(TL) 0.28 11 n!a nle I Weight:449 Ib FT=18% BCLL 0.0 " ��e IRC2009/TPI2007 i (Matnx) j � ---- ------------._. _4S RL.---�----�----------- ----__LL-_--- ----- __.,.____ -- _ --------___ ---- --�---- - LUMBER BRACING TOP CHORD 2 X 6 HF No.2'Except` TOP CHORD SVucturei wood sheathing direcUy applied or 2-7-4 x purlins. 1-3,&11:2 X 6 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 DF 2400F 2.OE WEgS 2 X 4 HF/SPF Stud/STD'Except' 5-18,6-18,7-14:2 X 4 HF No.2 REACTiONS (Ib/size) 1=7 9 01 10-40 (min.0-3-15},11=7901l0-5-8 (min.0-315) Max Horz1=38(LC 5) Max Upliftl=-1881(LC 7),11=-t881(LC 8) FORCES (Ib)-M�.Comp.IMa�c.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-2=-21590/5076,2-3=18859/4379,3-4�1 86 2 714 3 88,4-21=-15511/3647, 5-21=-15470l3850,5-6-12690/2991,6-7=1269012992,7-22=-15397l3832, 8-22=-1543813829,&9=-1841714336,9-10=-18448J4329,10-11=-21020l4942 BOT CHORD 1-20=�t841/20494,1&20=-4841/20494,1&19=-4158I17718.17-18=-3414/14876, 16-17=3414/14676,15-18=3361l14607,1415=-3381I14807,13-74=-4071/17516, 12-13=-4680119879,11-12=-4860/19879 y�gg 2-20=-374/1684,4-19=695/2999,5-18=-892/3791,6-16=-1801l7691,7-14=-869/3690, 6-13=-862/2882,1 0-1 2=36711 857,2-18=2918R20,4-18=-3845/937,5-16=-39981963, 7-16=-38971839,8-14=3677I897,10-13=-24841619 NOTE3 (14) t)2-ply truss to be connected topether wfth 10d(0.131"x3")nails as foliows: Top chords connected as follows:2 X 8-2 fov�rs at 0-4-0 oc. gottpm chords connected as follows:2 X 8-2 rows at�-9-0 oc. yVeps connecxed as fotlows:2 X 4-1 row at 0-9-0 oc. 2)Ali loads are considered equaAy applied to aIi piies,except if noted as front(F)or beck(8)face in the LOAO CASE(S)section.Py to j PIy connections have been provided to distnbute onN loads noted as(F)or(B),uniesa otherwiae indicated. wl��= �� 3)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.Il;ExP C;encbsed;MWFRS(low-nse)gable end zone; ��.� ��, t;f� can6lever left and nght exposed;end vertical left and ritiht exposed;Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category It;Exp C;Partially Exp.;Ct=1.t 1`� `�'. 5)Unbalanced snow loads have been considered for this desi9n. r �� 6)All piates are MT20 plates uniess otherwise indicated. 7)This Vuss has been designed for a 10.0 psf bottom chord live ioed nonconcurcent with any other live loads. 8)`This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a reCtangie 3-6-0 tali by 2-0-0 wide � 4 will fit betwesn the bottom chord and any other members. 9)This truss is designed in accordance with the 2009 Intemational Residential Code sedions R502.11.1 and R802.10.2 and referenced 'f'f fZt} `i�� standard ANSUTPI 1. Jf'�S F iS" "-��J,.�;�>�� 10)"Semi-nQid pitchbreaks with fuced heels"Member end fixity mode�was used in the analysis and design of this truas. � 'S�f��;,�,l.� 11)Use USP JUS24(With 10d neiis into Girder&10d naits into Truss)or equivalent apaced at 2-0-0 oc max.starting at 2-0-12 from the ��$��12 to con�ect truss(es)BS(1 ply 2 X 6 HF) to front face of bottom chord August 30,2012 AW,ARAtIl�i 4'erxfyd�gnWcertas+tEersntedF2Fs1LIN07I.S(}NTHISdNta1NCI.UD6UM1Tf',KF�k�f'.,Rf%TV(;�Pdf'tEA$174T38l:F012ElISE. I �< '� Design vaNd for use only wifh MlTek connectas.This design is basad onM�pon porameters shown,and is for an indiNduai buiWing component. ApplicabiNly of design parameters and proper Incorporafbn ot component is responsibiGty ot buiiding desiener�not fruss designer.&ocing shown I ��e�p '�� is for lateral supporl ol indivldual web membars onty. Additional temporary bracing to inwre stabi8ty dunng conitrvction is fhe responsibilNry oF the I � erecfor.Atlditionol permanent bracine of the overall siructure¢the responsibiRty of the buikfinQ despnar.Fw general guidance reparding �. fabrication,quaNty control,stora9e•cleu�ery,eredion and bracinq,consufl ANSIR►��1uaMY QM�1°•DSi•61 aed lCSt lurdnp Gompon�M I Ci s Hephts,CA,g�Spite 109 � ScM�r�Mamalioo avpibble hom Truss Plote In5lituta,781 N.Lee SfreeL Svite 312.Alexandna,VA 72314. �, _ �, i0 5trutt�rn Pine;Sl+vr SC'Pi#u�ntr�f Es r�(re�:�f�ed,C�+c iSess s�va�uex:�ra dhu�e eFteitrvz•;�i,tf't01i UY ALSt r�rir��{�sc.G tra��F'�B. ----..-T.__._..____ ---._--_ �__..—_ _ � � e-- . ___ ---__� . , , _ _.- --, ------- _---- ---,.._ ------ Qty IIPIy �,I SOUNDBUtLT/L2M 2385lOV ---------------__ i _.___.-----� � ��--- ._.- - --i---- -'------�ob Reference toot�onall . . . ._.._----- _ ____----..._--- Job ITruss �Truss Type R35080748; 11 tO160C �G4 TRIPLE HOWE I! i ---1_--_-___ _..__--__.._.. �. --- ---—---�----- -' �250 s Aug 25 2011 MiTek Indusmes,Inc. Thu Aug 3011.24.50 2012 Paye 2 The Trusa Co.l Tri-Counry 7russ,Sumner WA!Eugene OR!BuAington WA I D:vOvoAldOVp WzMNYbSHkLJRzeFze-u5?x21 L56wuKAmmrbC�QVdmNfNS8 W Idq2BBlvyiekB NOTES (14) 12)Fill all nail holes where hanger is in contact with lumber. 13)This truss is designed for a aeep factor of L25,which is used to calCUlate the total load deflection. The building designer shall verify that this parameter fits with the intendad use of this component. 14)All dimensions given in feet-inches-sixteenths{FFIISS)format. LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform�oads(pl� Vert:1-11=-375(F=-368),1-6=-33,611=-33 A iF'ARA6DKl Yer�(fy��9m paa•unmcfare r,end tt.Cs�At)/!!)T'!iS filV 7NiS d#D iDACLl1r�EU bSYIi1C II�:F;EkF.Ni:F'PdGk A6I T+�73 6t;FC1�RE U&,�. I eu7(�' ' Design vaNd for�se onN`��fh tvLTek connectors.ihis design Is based o�ly�pon paramefe+s shown,and is for an individual bulWing componeM. �. AppGcabiGty ol design parameters and proper incaporatbn of component Is responsibiGty of bvilUing designer-not truss dasigner.&acing shown I ��y .. '� is for lateral s�pport of indivitlual web members onfy. Addifwnal tempaary bracing to insure stabiNN tlunng consfrucfion Is ihe responsibiNty ot Ihe erecta.Addiiional permananf lxacinp of the overail sir�cfure is fhe responsibikty of the building�s��n OSbB►and K WAd�nQ CerdmPO^�^r �I 7777 Greenb+dc Lane,Suite 109 , � fobricotion,quolity control,storage,tleNvery.erectbn and brocing,cons�lt ANSIRry�Q��Y ' Ciws Hephta,CA.95610 �� SaN}y�M�mailo� ova{lable hom Truu Plafe insfllute 181 N.Lee Street.S�ite 312 Alaxandda VA 22314 � ' if 5outlseCn E�s�re 15P ar 5(�pi lumta�r i�y�+-�fieti.the dear{�ti ratues are"huss r�Ceci�,�e 08'13t'2L+1 4rp AL St �r�r��,�r_+y�d t�X SP+S ---.-- ------------ , , . ____ _--------—----- ---__ --------------, __..__ .---- _._..-------._._ _....__ ---.... - T�ty Ply �,SOUNDBUIIT/lZM 2385lDV ---------�"-- R35080749� jJOb Truss �Truss Type i �—.�_ � i � 'The T�Co./Trl-County Truss.Sumner WA/Eu �p�GABLE ' � IH1 � � �_._.___^----_--_ __------ D:vOvoAldi.__-- -.dohRefer�[lS'&LOGtion9lL-----------.----_-1 - ----- ---- -- ----- q --- R!Bu�lingto�WA _� . -- 7.250 s Aug 25 2011 MiTek I�duatries.Ina Thu Auy 30 17:24:51 2012 Page 1 OVp WzMNYbSHkLJRzeFze-MHZJGeLjtD08nvL18vnf1 qlihm_WDA4n3ixkl LyiekA _.-��.g.--- ,.-,--.__-- .---._.._ ..1c�4.._.._ ___..._..._____.__.__._.-__�a �._..__._. -{..___._.._._ 7-5-8 t 8-0 Scala=+.30.6 �4(I 7 2sA ii � B I � '' I -'--�I �. �, �=' ,� 1 � .,� '�. � ' S�i /.✓ � I � 600 1Y h;It �� _�I� i I I � � � � �/ �f� '', j 'I I � � � / ! I � a3 II/ J �I �' � I � . I � /� � i ��I � i I f�� I �i � � � i � , i ' i�-- � �r- I i� � I f-�� I I z � � �t-�_ ,i __t w _�.t.._� , - �, �� ///� . _� rz:", '�z':>�>°__..'�...-. �Y.� �` _.�_�.<�, R j,l � / /�LL �p 8 E i �/` .� �j 11 V"' ��'= T��II 2i4('� b4;I Zf�II Di� I'� ' "_'__'__"��._.__.._"'"".,__.____"`___�,---{ ~-- -_"_`_�_�___.Z.�i.'�"_.__"__-__..__.�:.'___'_"_____"_ ____"_�..__�_ :�_-.__—_.�''_=7----____"=_-_"'_T�_`-"__.._.__�.___Z_____"___'_ ""`-"-' LOADING(py� I $PACING 2-0-0 � CSt 'I DEFL in (loc) I/defl Ud � PLATES GRtP TCLL 25.0 p�tBg�ncrease 1.15 ' TC 0.18 Vert(LL) -0.03 1 Nr 120 I MT20 185l148 (Roof Snow=25.0) i Lumber Inaease 1.15 � BC 0.04 � Vert(TL) -0.03 1 nlr 90 i TCDL 8� I I Horz(TL) 0.00 8 nla n!a BCLL �� , Rep Streas Incr YES j WB 0.03 - I Weight:34 Ib FT=16% Code IRC2Q09/TPI2007 I (Matrix) 1..-_..__.----_.---. BCDL 7.0 --1----- ----- -_____--1 __.._.__ ..----------___--------__�..-------�.__.�. LUMBER ^ _ BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVUCtural wood sheathing direcdy applied or 8-0-0 oc puriins, except end verticals. BOT CHORD 2 X 4 HF No2 BOT CHORD Rigid ceiliny directiy applied or 10-0-0 ce bracing. _ WEBS 2 X 4 HF/SPF Stud/STO � _ —_ _ - _i ---1 OTHERS 2 X 4 HF/SPF Stud�STD �i MiTek recommends thet Stabilizers and required cross brecin9 , � be instalied during uuas erection,in accordance wiM Stabilizer �� ,, Inatelietion guide_--------,.---------_-------_--_----� REACTIONS All bearings 7-SS. (Ib)- Max Horz2=152(LC 6) Max Uplitt Ail uplift 100 Ib or less at jant(s)2,8,12,11,10,9 Max Grev AII readions 250 Ib or less at joint(s)2,8,12,11,10,9 FORCE3 (Ib)-Max.Comp./Max.Ten.-All foroas 250(ib)or less except when shown. NOTES {13) 1)Wind:ASCE 7-05;85mph;TCDL=4.Spsf;BCDL=42psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-nse)gable end zone; cantilever left and right exposed;end vertical left and nght exposed;Lumber OOL=1.33 piate grip DO1=1.33 Z)Trusa desi�ned for wind loada in the plane of the truas only. For studs exposed to wind(normat to the face),see Standard Industry Gable End Details as appliceWe,or consuft qualified building desiqner as per ANSI/TPI 1-2002. 3)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partiaily Exp.;Ct=1.1 4)Unbalanced snow loeds have been considered tor this design. 5)This Vuss has been designed for greater of min roof live load of 16.0 paf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other iive loads. 6)Gable requires continuoua bottom chord beering. 7)Gable atuds speCed at 1-4-0 oC. 8)This truss has been desigrred for a 10.0 psf bottom chord live load nonconcurtent with any other live toads. 9)'This truss has been designed for a live load ot 20.Opsf on the bottom chwd in aii areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and arry other members. 10)This truss is designed in accordance with the 2009 I�temational Residentlal Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(fPi 1. t�S , t 1 'Semi-ri id pitchbreaks+xith fuced heels"Member end fixity model wes used in the ana sis and desi n of this truss. '� ( . )' 9 12)This truas is designed for a creep factor of 1.25,which is used to calculate the total load deflection. T he building deaigner shall �,�� , � j �`� 1 verify that this parameter fits with the intended use of this component T�� r 13)Ali dimensions given in feet-inches-sixteentha(FFIISS)format. �, ,:� �� , z\ r LOAD CASE(S) Standard � � L 3Q4 6 :� ��'.� \��rtii�.�/�`.. i. . —�.�- ,"� �s.si�,�;:�� August 30,201 Z Q 4YdRlifbRi Ysrijy d�a:�a parax�ar�aead RIiBD NU7�S UN TNT&dl�i7 DYCLUD�XAAb�Rf�kRf;RtGE PAG�A�I 7479 I�EFt7RE E�13. I ' Desipn vaNd fa use onty with MiTak connectas.This design s bosed onN upon paametars shown,and is for an individuai buildtng componeM. I AppqcablNN ot design paromete/s ond proper incaporatbn of canponeni is responsibillty ot building designer-nof irvss tlesigner.&acing shown . ' is for bteral suppai of intlividuai web mambars only. Adtlitionai temporary brocing to insure slabiGry dudna constr�ction is 1he responsibilFfy ot the r A� �k' ,, � ereciw.Additiona�permanent bracing of the overall str�cf�re is ihe responsibiGty of the building desipner.Fw general guidunce reqading fVI tabAcation,quaNry control.storaga,deWvery,erection a�d bracing,consult ANSI/T►11 QuaMly GMMia•DS�-69 ond KSI iulldle9 CcmPo^enf I 7777 Grombeck Lane,Suite 109 Citrus Heqhb CA,956t0 �..' SaNfy Informcllon avallable hom Truu Plate Instituta.781 N.Lee Street.Sude 312.Alexandno,VA 2231 a V � �r--------` - --- ---1--,---...__.. .__._.— . 6f SaaEhe�ra Pe{�i5r ur Sk�Ri h:mt�r rs sP�d�d Ehe c�eestcyn v�taes nra�t+ux€�eHeetr�e Gb�#1;�5�bY�+t_�''� tc.��s.�f� RtB. , , . __ __ — � '— ,-- --------- R35080750 _ .--._._---.�_------ ------- - ---------- -___ `atY pty SOUNDBUILT/L2M 23857DV ; Job �Truss i � � H2 j I�i2 � ' _ _-- TTruss Type _ - 1110180C MONO TRUSS 7 250 s Aug 25 2011 MiTek Industnes,Inc. Thu Au9 3U 11 24 51 2012 Page , . 1-------- --.____ �ID�vOvaAldY� --- -�1.Q1L.ft8IQtHDS�.LORtt9t18U-.--._,_..--- � .__....---- __---..... �The Truss Co./Tn-County Truss.Sumner WA I Eugene OR/Burtington WA OVpWzMNYbSHkLJRzeFze-MHZJGeLjtDO8nvL18wcf1qlYpmtKDAbn3ixklLyiekA 1-49_-- ...___.___.___._.__.__._.13-4._.__._.__--.-------.___._...-------i �,_.�1-80 t_'_._._.__..._ 7-5-8 ScaN�1 30.3 2z0�i 3 I i'� %/ �i�{ � i i i i /% I I I I e.00iiz ��'� �� I i �/, %� j I � � � . / I � i' �� ! i i �.i!/ / I II I / � � � � / �� I �I �� ! q --- —_ l i �6 � i� --- _..__.._ . . --- , i ---- _._ ____ _-- --- . ��/ �_ a�, ; �i- y,�- i ----=— --.::_.-------_-...:_--__---:_--_�-___- ---r----- --------- �-_=_-- _ r.----____.__ . i LOADING(ps� �—�--=— =��=_==-=-- li PLATES CaRIP � SPACING 2-0-a I GSI DEFL in (loc) 1ldefl Ud TCLL 25.0 i P�at��ye 1,15 I TC 0.79 � Vert(LL) -0.17 2-4 >505 380 I MT20 185I148 (Roof Snow=25.0) � Lumber Increase 1.15 � BC 0.50 ! Vert(TL) -0.32 2-4 >269 240 � TCDL 8� i Rep Stress Incr YES I VNB 0.00 i Ho2(TL) 0.00 4 n/a n/a BCLL 0.0 " Cpde IRC2008/TPI2007 , (Matrix) � Weight:24 Ib FT=16% , --------- BCDL 7A _.�__- ---- . ----- __..___... _�----- - -------.�--- ---'------__.--------------- ---- ------ - WMBER BRACING TOP CHORD 2 X 4 HF No.188tr TOP CHORD Structuret wood sheathing directiy applied or 5-5-7 oc puriins, axcept end veRicals. BOT CHORD 2 X 4 HF No2 BOT CHORD Rigid ceiling directly appiied or 10-0-0 oc bracing. ` __ WEBS 2 X 4 HFISPF Stud/STD ------ - � I MiTek recommends that Stabilizers and required cross bracing � i be installed during Vuss erection,in accordance with Stabilizer �j %_installa6o�guide._ ---.---------------.—._-- � REACTIONS (Iblsize) 2=408/0-3-8 (min.0-1-Bj,4=274l0-1-8 (min.0-1-8) Max Horz2=152(LC 6) Max Upiift2=-131(lC 7),4-78(LC 7) Max Grev2=419(LC 2),4=320(LC 2) FORCES pb)-Max.Comp./Mau_Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 31t=-2701106 NOTES (12) 1)lNind:ASCE 7-05;85mph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.Ii;Exp C;enGosed;MWFRS Qow-rise)gabie end m�e; cantilever left and nght expoaed;end verticel left and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL ASCE 7-05;Pf=25.0 psf(flat roof anow);Catepory II;Exp C;Partialry Exp.;Ct=1.t 3)Unbalanced anow loads have been considered for this design. 4)This Vuss has been despned for Qreater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 5)This truss has bean designed for a 10.0 paf bottom chord Iive load nonconcurcent with any other live loads. 6)'This trusa has been designed for a live loed 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)Bearing at joint(s)4 co�siders pareilel to grain value using ANSIlTPI 1 angie to grain formula. Buiidi�g designer�hould verify capaqty of beanng surface. 8)Provide mechanicai connection(by others)oY trusa to bearing piate at joint(s)a. 9)This truss is designed i�acxordance with the 2009 Intema6onai Residential Code sections R502.11.7 and R802.10.2 and referenced standard ANSIffPI L k �1;1 10)"Semi-rigid pitchbreaks with fixed heela"Member end fixity rcwdei was used in the anafysis and design of this truss. *A 11)This bvss is desipned for a creep factor of 1_25,which�s u3ed to calculate the totat load deflection. The building designer shall �P�" �J- , �`,` veriry that this parameter fits wilh the intended uae of this component � 12)All dimensions given in feet-inches-si�Reenths(FFIISS)format. �� f �¢ IOAD CASE(S) Standard � �, � , �! .� �;, r�.t� �<i 15 I 1 lz�:%1.� l� ��S'�f1�ti',1F �`r` August 30,2012 ' Q W�ARNII�P:: Vc�Yj'y cte�regn paranweters awr(7tFdD NU7E5 C3N Tff1@"rBM.3/J�:Llff)EfJ i9T7giK REF'8F2F.NC;F,PdG66�f7 74T3 B��kE U�+F, � �• �, Design vaNd fa use onty with MtTek connectas.This design is based onN upon paramefsrs shown.ond is for an individual building component. � AppGcabiGN of design parameters antl propar incorporatbn of component is responsibiNty ot buikling designer-nof fruss designer.&acing shown � is for laleral s�ppaf of indbidual weq members onty.Additionol temporary hracing fo insure stabiGty during construction is fhe responsibllNty of tt�e �A:'t'ei�' . ' erecta.Additional permanenf bracing ot the overoll siructure is ihe responsibidty of ihe buikJing designer.For general guidance repardng IYMEf R ��: fabrication,quaNiy conirol.storage.detivery,ereclion ctntl brocing,consuM AN51/T►il�uaMy CAfMa.DS�•E9 a�d 6C51{uMdnp Compon�M � 7777 GreenDadc Lane,Suite 109 �i, � Saf�fy hdormellon avoilable hom ir�ss Plote InsiHvte,781 N.Lee Sfreet Sutle 312,Alexondrlo VA 22314 Citrus Heghta CA 95810 ; ' �1 Soutt+erm Paa� SPur SPp fun��is s�t�fi�aliChe�iess�vn4u�s noe�k�USe e�fieit��Ci6,C�4�1012�Y kL5 �([�W'sad DY 5{�ifl �--- ^^._ _.__.____�_� � ---�---_._�_— _ _.____---------- , � ' _--- - --- _._ ._.._-- ______ --- --�-_ ___- ----- ------------------ _ __..__ _.-._--.- p�y Ply SOUNDBUILT/L2M 2385lDV � - ----- - _... ..------------r-- - Ttuss Type . �ab iTruss R350807 1i 4 � � � 1110160C iH3 IMONO TRUSS I � wnrn(optional�_.�.__ ' �---- -l.lf�_B4f�[ - --__-_---.�.� __—__ .._.._ ��- ---____.__�__-- ---._.--- 7250 s Aug 25 2017 MITek Indushies.ina Thu Aug 30 11 24.52 2072 Paqe The Ttuss Co./Tri-Gaunty Truss,Sumnar WA/Eugene OR/Burlington WA ID:vOvoA�dOVpWtMNYbSHkWRzeFze-qU7iT_MLeX82P3wDidSua2rtDAlFydrwlMgHqnyiek9 _iZ6______ _____.�_�tl:§__.� -144_..------ ---- ------ __ o¢o t-_____�-6-o s.z a su�.<ins ; �.a ,,. ,i'� 'i � � J { ' j i % eoolia� s �= �-%�� ,I /� I� �' � j� j' i � �- I j rv � �%� /� � � % / I � I �i % _ ' I I�I� %� � � /' -- �x� i�d � ____ ___ y �� __ __ j j� � 5 r i /� a.n ( / j /� a� - - --------__—.__�._�--- --------- "�----_____`—__:_—.___---_=_:��__ — ------- �- � . . . . . - T---___' ._._-- I - — -'----�"_'--__�---_=T=�_----._.--- LOADING(ps� �- --- - I SPACING 2-0-0 C31 i DEFL in (loc) Vdefl Ud I PIATES GRIP TCIL 25.0 Plates Increase 1.15 TC 0.18 Vert(Ll) -0.02 2-5 >999 360 'I MT20 185l148 (Roof Snow=25.0) , ��m��ncrease 1.15 � BC 0.13 � Vert(TL) -0.03 2-5 >999 240 � TCDL �� I Rep SVess Incr YES I WB 0.00 Hoa(TL) 0.00 5 Na n/a I BCL` �� , i 1 Weight:15 Ib FT=16% Code IRC2009tfP12007 � (MaVix) -BCDL _, 7T0_ 1,_--- ------- —_._.______- -- .�._._-- ------- -----__--__ _---- ! ____._.__�._ WMBER - --------------- BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVucturai wood aheathing directly applied or 4-2-8 oc pu�tins, except end verticals. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceilit�q directiy applied or 10-0-0 oc btacing. _ WEBS 2 X 4 HF/SPF Stud/STD �-------- - --'� , � MiTek recommends that Stabilizers and required cross bracing i I� be instailed during truas erection,in accordance with Stabilizer � i.insteila6onguida,.�_.....--- ----------___------.___.__---' REACTIONS (Ib/size) 2=281/0-3-8 (min.0-1-8),5=200t0-1-8 (min.0-1-8) Max Horz2=108(LC 6) Max Upiifl2=-105(LC 7),5=-64(LC 6) Max Grav2=282(LC 2),5=228(lC 2) FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. NOTES (12) 1)Wind:ASCE 7-05;85mph;TCDL=4.8paf;BCDl=4.2psf;h=25ft;Cat.ii;Exp C;enGosed;MWFRS(low-rise)gable end zone; candlever ieft and right exposed;end vertical left and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 pst(flat roof snow);Category II;Exp C;Partialty Exp.;Ct=7 1 3)Unbalanced snow loads have been conaidered for this design. 4)This truss has been designed for 9reater oi min roof live loed of t6.0 psf or 1.00 times flat roof load of 25.0 psf on overhan9s non-concurre�t with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live loed nonconcurrent with any other live loads. 8)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall try 2-0-0 wide will fit between the bottom chord and arry other members. 7)Beanng at jant(s)5 co�siders paraUei to prain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capeaty of bearinQ surface. 8)Provide mechanicai connection(by others)of Vuss to bearing plate at joint(s)5. 9)This truss is designed in accordance with the 2009 Intemational Residentiai Code sections R502.11.1 and R802.10.2 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 Vuas. 11)This truss is desipned tor a creep factor of 1.25,which is used to calcutate the total loed deflection. The building designer shall ��!��'�' f; verify that this parameter fits with the intended use of this component. C� �� 1' 12)Ali dimensions given in feet-inches-aixteenths(FFIISS)format � �G 1' � LOAO CASE(3) Standerd - f r� � S 0 � �' 11.�� :1 ti i��`:�', �s/f) t��r ti.ti�. August 30,2012 ' p w:u�,sren v��..��n��d�a narr�s ox��rrs eun rr�LUnen ar�rsx x�•e�z�au�:��e�.�e�r�7a r�s�c�sz�us� �: � Design vaGd fa use only with MRek connectors.This desi8n b bosed ony upon pammeters shown,and Is for an individual building component. � AppGcaGWty of design parameters and proper Incorpwaiion of component is responsiGtiry of buikling designer-nof tiuss designer.Brocing shown �,�e� � is for bteral support of individual web members only. Atlditional temporary bracing to insure slabiXty dudng construction is the responsibillNy of the . ' erector.Additionol permanenf bracin8 of fhe ove/oll shucture is the responsibillly of ihe buikJing tlesgner.For generai guidonce reflarding � fobricatbn,quaUry confrol,storope,deNvery,ered�on ond brocing,consull ANSI/TH1 Qudly CrM�rla•DS6•89 and�CSI tWldaq Compon�� Citms He«hta CA�956S0iti109 �', ' SeMy Inktmalioo avaiiable from Truss Plote Institute.7B1 N.lee StreeL Suite 312,Alexandna,VA 72314 .....'_-' ----� re �'` _ ___�._ '__._.. -._____. . __._-..__.-_._.__ ' !i�4ntirer'n f��e 15F�ar Sf?p.kumGbee is a�utfe�d,t1�e�s�vatuds are thase ektir�;t v�+,��?31��51 tYr JrLSC r�.�c., seU hY 3 ---.- - - ____--- ____._1-- ---- . , . _____ ___ ----- ----- _ _..y --- _____-----...------- -.-._-- _.___...�__.__.-�-- ____ _ �P�y SOUNOBUILT/l2M 2385/DV .__.--------- ITNSS �Truss Type R35080752' Job � �� 1110160C IjH4 iMONO TRUSS _�`3_ 1 � Il,�p�j3gfffi�cp(�ionail__ _— __J t i ------ __..__.. ---- _ ---�__. .—--- _.__J____.._-_�__��__-------- - --- 7250 s Aug 25 2011 MiTek IndusVies,Inc. Thu Aug 30 11:24:52 2012 Page t The Tniss Co.(Tri-County Truss,Sumner WA/Eugene OR/BuAinpton WA ID:vOvoAldOVpNhMNYbSHkIJRzeFze-qU7iT_MLeX82P3wDidSua2rsjAlFydrwlMpHqnyiek9 -��_._.._.___ __--�--4-2-�. ..._---------.�_'_--a _._. __.__ F..____.._.1b0 . _ _-_. 4.2-B ScaM=t29t 9 �� II�� I /�� r� I i � �k �i � � /' � I � � i � � soo�i�- S � I �� - ; � � /� � 1` � �� Ii ; � � .� .% �'� � �. i'' j� i , z � � , ___ _ . _— -..__ , ' � � � � � . I /' -- —_ --- � / . '�I/ �`.._..._ —- , ��I � / f/f � h� !�i (� : I / ��:;: `/ _�._.�� __�r .�_"�__'�'_'�' I�__.'_'_'____..._.�_'_'__–____'°.__.__.___""____–_"�_'_.__"'._ _–_ �.__. _e.._-'__ "___^_ .._�_....__"T_"_"'_`__"_'___'_'___" _–._..._..._"_"_._.._.__.�._'__""'._—'___ LOADING(ps� I TSPACING 2-0-0 ; CSI I DEFL in (loc) I/defl Ud � PLATES GRIP TCLL 25,0 I Plates lncrease 1.15 TC 0.21 I, Vert(LL} -0.02 2-4 >999 360 MT2D 1851148 (Roof Snow=25.0) Lumber Increase 1.15 � BC 0.13 ; Vert(TL) -0.03 2-4 >999 240 TCDL B� Rep Stress Incr YES � WB 0.00 � Horz(Tl.) 0.00 4 _ nta —nla— BCLL 0.0 ' ��e IRC2008(TP12007 j (Matnx) i � Weight:15 Ib FT=16°k BCDL 7.0 ___J____ ——--------- --- ----..�--___�. _--— _--- - -____ ____. ____.____.._ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD StruGurai wood sheathing directly applied or 42-8 oc Puriins, except end verticals. BOT CHOR� 2 X 4 HF No.2 BOT CHORD Rigid ceiling directy applied or 10-0-0 oc brecing. __ WEBS 2 X 4 HFISPF StudISTD �---------- ------"---- i MiTek recommends that Stabiiizers and required cross braang I Ibe i�stalied during truss erection,in aa:ordance with Stabilizer —� ;_Install_a,tion guide.___ ---------------------- REACTIONS (Ib/size) 2=288/0-3-8 (min.0-1-8),4=134/0-1-8 (min.0-1-8) Max Horz 2=91(lC 6) Max Uplift2-115(LC 7),4=-30(LC 7) Max Grav2=292(LC 2),4=149(LC 2) FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(ib)or less except when shown. NOTES (12) 1)Wind:ASCE 7-05;BSmph;TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;F�cp C;enclosed;MWFRS(low-nse)gable end zone; caMilever left and right exposed;end vertical left and right expoaed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category Ii;Exp C;Partiaily Exp.;Ct=1.1 3)Unbaianced snow loads have been considered for this desi9n. 4)This truss has been designed fa'9reater of min roof live load of 16.0 psf or 1.00 times Flat rooi load of 25.0 psf on overhangs non-concurrent with other live loeds. 5)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 3-8-0 tall by 2-0-D wide will fit between the bottom chord and any other members. 7)Bearing at jant(s}4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verrfy capacity of beari�g surfece. g�provide mechanical connection(by others)of Vuss to bearing plate at joint(s)a. 9)Thia truss is desiened in accordance with the 2009 Intemational Residentiai Code sections R502.11.t and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitChbreaks with fixed hee�s"Member end fixity model was used in the anatysis and design of this truss. � 11)This truss is designed for a creep factor of 1.25,which is used to caiculate the total load deflection. The building designer shali �`� "� F; _ veriry that this parameter fits with the intended use of this component. �' `�Y �� 12)Ail dimensions given in feet-inches-sixteenU�s(FFIISS)iormet. � ��'`� 1' ;- l.OAD CASE(S) Standard � J , u . '�'�,� '�a a T��`%�� y ---�` ��,� � s'�r�.�vr��t August 30,2012 �t�'AJ2NiARi Weatify design pux•�xmcters and RF.aS17 NUTFS C?N�L!&AN6.1)Nt.'LUCIED JI�TEFC RL?F Ef2KFA"B PdC:61�f1 74T3 66PORE'a i1:F. � �. R' Design vaNd for use onN with nNTek connect«s.This tlesign a bosed onty upon parameters shown,and is lor an indi�nd�al buiktina component. �. App6cabNry ot design parameters and proper inco�poration of component is responsibiiity oF buiWing tlasigner not tr�ss designer.&acing shown I �'�� '� is lor loteraf suppdt of individuoi web members onN. Atltlitipnol temporay bracing to Insure stab�Aty dudng constrvction's the responsibllllry ot the '� eredor. Addifional permanent bracing of the overall structure is the responsiGtlty of fhe buikling tlesigner.For ganeral guidance regardin9 � }abrication,quaBly controL storpge,tleifvery,erectlon and brcacing,consuit ANSIR��Q�Y C��a•��'a9 and{CSI Wlldep Compon�M I Ci ru Heph UCA 958S�uite 109 ' SoN1y IMamoMOn available hom Truss Pkate Instifute,781 N.lee Street Suite 312.AWxandda.V�22314 -y---.- __-__---_ .__._._�.,---- -- f!Sttuthein i�wte tSt'oF S{'Dt kurr�#ree!s a iled the das�gn �kues ara 4h�ae etle�.0 e Cb&ti1t 31f11 try_A1�U c�ra°_us 3!tY��__._._.__ ___._-- ' — `._£'=a---- --. __--— --.— .. __ . - , � • ------__ .._____ r-- ---- ____. ._...----------- ____-1 --'-'__"--"`—�^tiss —�----- -- TrussType --- iqb p�y SOUNDBUILT/L2M2385lD R35D80753� _ (� i Job I" I � � ' 1110160C H6 ROOF TRUSS '�ob ��.(op�Qn 1) � .__. �_-- _�_,.__.___�___.�___ �._^, _"" 7250 s Aup 25 2011 MTek I�dusUtes.Inc. Thu Aug 30 11:24:53 2012 Page 1 The Truas Co/Tn-County Truss,Sumner WA/Eugene OR/BuAington WA �p�p�oAldOVpWzMNYbSHkLJRzeFze-Iph4gJNzPtGv1 DVQGK_78F0?qag5h453XOQrMEyiak8 t-so _�_.�44 ___iao --------._., - _�_. _._,_._ i ----- ,____ ��-0 2-0'0 SuN•t�7.1.0 3 I �� I � / � � :• 800117 �'�� 5 / %/ % � ;''� / I / /. / , II � � /-� � �� . � %' .% � I� -- � __J i;--� :. , -,- �-�: -�� , �� . L /� 3x4"" � I _—_____�—_'___._,__......—.—__.�._.�__ _ " __'__ .' ._'_'_ ._-. __ , . . . . T _ _._—._. ...__.__. ..._ _'__."_`—..__..—___"—'T.� LOADING(psf� i SPACING ` 2_�_�!`A I_�^f�s� `-' � DEFL in (loc) Ildefl Lld I PLATES GRIP TCLL 25A l plates Increase 1.15 � TC 0 38 �� VeR(LL) 0.00 2-4 �999 360 I MT20 185/148 (Roof Snow=25.0) � �umber Increase 1.15 ; BC 0.03 Vert(TL) -0.00 2-4 >999 240 i TCOL 8� I Rep Stress Incr YES ! WB 0.00 Horz(TL) -0.00 3 Na n/a yyeight:11 Ib FT=169'0 BCLL 0.0 � _�..__—.----------- {MaVix) ' BCDL__ __._7�0__ Code IRC2008/TPI2007 I � ._.___. _---------------1-------------...------� 1___._.__ ____. --_- _ LUMBER ---- ---` BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly appiied or 2-0-0 oc pu�lins. BOT CHORD Rigid ceilinp directly applied or 10-0-0 x bracinq. BOT CHORD 2 X 4 HF No2 ------------_ _�_.—_�__-----.____.._____i I, MiTek recommends that Stabi�izers and required cross bracing � be instailed during truss erection,in accordence with Stabilizer �� ; Ins�ailationauidg_---_----------------------__J REACTIONS (Ib/size) 3=142/Mechanicai,2=288/2-0-0 (min.0-1-8),4=14/2-QO (min.0-1-8) Max Horz2=127(LC 7) Max Uplift3=-78(LC 7),2=-111(LC 7) Max Grav3=183(LC 2),2=292(LC 2),4=34(LC 4} FORCES pb)-Max.Comp.�Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (11) enclosed;MWFRS(low-nse)gable end zone; 1)Wind:ASCE 7-05;85mph;TCDL=4.8psf;BCDl=4.Zpsf;h=25ft;Cat.II;Exp C; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow ioeds have been considered for this design. 4)This truss has been desigr�d for greater of min roof live load of 16.0 pst or 1.00 times flat roof load of 25.0 psf on overhangs no�-co�current with other live loads. 5)This truss has been designed for a 10.0 psf bottom chorcf live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live loed of 20.Opsf on�e bottom chord in all areas where a redangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for Vuss to trusa co�nections. 8)This Vuss is designed in accordance with the 2009 Intemationai Residentiai Code sedions R502.t 1.1 and R802.10.2 and referenc�d standard ANSIRPI 1. 9)"Semi-ri9�c1 Pitchbreaks with fuced hee�s"Member end fixity model was used i�the eneNsis and design of this truss. 10)This truss is designed for a creep fadar of 1.25,which is used to ae�culete the total load deBeetion. The buiiding designer shall verify that this parameter fits with the fntended use of this component. 11)All dimensions given in feet-inches-sixteenths(FFIISS)format. �E�,1Z S. `t/;� `` C;t. IOADCASE(S) Standard �� . y, -� `t y t, /J M F ` 1 7 1 '�: �r��\ •r`��1��.Y��`.f�,\/f �, f� ti``' , S/C.1'v,�L t August 30,2012 Q LTARNti9Ki-Vcri%y�tear+9n Ptm�Grs aaed FtEED NUT6S ttN 77{IS.ANL)tNCLUU€�kffTEK RLs7`E:I2F.ttCt3 PAG&!Bl?4T3 86f'OR�IASE. , �� Desiqn valid fw use ony with IvLTek connectors,ihis deslgn is based only upon parameters shown,and Is for an individual b�iiding componeM. � AppGCabiqty of design paramefers and proper incorporatron of componeni is responsibility of b�iWing designer•not trvss dasipnec&acing shown �� e�e ... �� is for lateral supporl of indlvidupl web mambers onry.Additional temporaY bracing to inture slabiNN d�dng construction is the responsibillity of the i erector. �dditional permanent bracing of the overall structure is the responzibiNfy of the buiidine designer.For generol guidance regording i �. }a�atio�,qvalify con}rol,storage,deRvery,arecYion and bracing,consult ANSIRM�nuaMN��a•��'61 and tC31 tuidn9 Compo^�1 i CiWS eiqhb Cq g55S�uite 109 '� SaN1y�MqmoXon avalbbie fiom Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria VA 22314. ,__ _� il Saukhrrzs Pi�e E SF�w SF�)4uttr��r ix xp+�.iite�l,thc de�va4ues ar�4mra�et'(e�t�te.9��31Qft121ar ALSL a�iyo�,s+,sed f�Y SFiB ---.._-- ---__....----'--------- --- - � � ► ___ _._.�----_.______________.—�_._ ----------Truss T e___—__. ___ - r�ry ,Pry 1 i'SOUNOBUILTlL2M 2385lDV -R35080�54'i _ _.. __-- ------------- � Job �Truss i � I i 7110180C �Kt IFINK � � ------ id4h H5181CQIISA..LOG1tQt18U_.-----_.--------_.---J ��. ----1_._... -L--`----.._,._ _. _ i ---- ---- 7250 s Auq 25 2011 MiTek Industnes,Ina Thu Aug 30 1124 54 2012 Page t ------ w 7he Truss Co./Tri-County Trusa,Sumner WA/Eugene OR/BuAington WA �D:vOvoAldOVpWzMNYbSHkLJRzeFza-msFSufObA80meN4 2VMffwA5 xHaT5Dlp90ugyiek7 _.!24-4�.�-_-- ._.. 14�12.._.. -.--._.._ t'___._.__,._.�..__. 2�44..._.--- � z�a-o_-1 , ._.__a—___'__ . - ....53-4 1$-0 _3r-.�_._---____' ___..—__ _._"__'_'" 1�8 12 �-_i-St2--1-____._.._._�.._ 5-34 4-8-12 �E-o s�.w=,:.o� az�°C ♦ � i ��y`�,�y'�� I %%j�" ''•�\\�� I � �- /'�� \..\ ��\ / / ��• �•.�� t % � i � 80012 10 � �� r � �\`\ 2i� / �� I �4 // �I \�� \��`S 9 � // � � �� j / � �\ �� / . � � / � '�� I -� `�\j:%' �,�:�� i;% �`' 6 , � . Y, � �� - --_ �._____--- - , __ -- � - - --- _ - ___ _ _._ , � �------ ___ _--- - i ------- _ ___ 9.___ --- _-. --- ---B \J � � ,,,,._ �, �S= �5= 8-10-] .—_1,�L-.],L.__�.._ . .—_-{- _-----.___.�iQ.---_.-----___� _ 1-----°----� �.-t. . ._ . _II3r1L ---- -�--"�__-= --.— -._ . . _.__��- --__� _. �taa------ ____ __.-�____ —.___:T— _-_-----r-----'-----r LOADING{ps� ! spA�� 2_p_p � CSI � DEFL in (loc) Ildefl Ud i PLATES GRIP TCLL, 25.0 � plates Increase 1.15 � TC 0.34 ', Vert(LL) -0.06 2-9 >999 360 i MT20 185l148 (Roof Snow=25.0) I Lumber Increase 1.15 BC 0.35 i Vert(TL) -0.13 2-9 >999 240 TCDL 8� Rep Stresa Incr YES WB 0.27 ; Hoa(TL) 0.04 6 Na n!a I BCLL 0.0 ' ' V�Hight:741b FT 18% . LY._ ____..___--- I Code IRC2009(TPI2007 (MaVix) _____.�.—___ BCDL i_ 7.0___-i----__-----___ _- - --- -- �__ ._.____ _____----�---_____- -- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly appiied or 47-6 oc purlins. BOT CHORD 2 X 4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ --i �--------- WEgg 2 X 4 HF/SPF Stud1STD !� MiTek recanmends thffi Stabilizers and required aoss bracing be installed during truss erection,in ac�rdance with Stabilizer �I �Installati0� ��de_----------------------- REACT10N3 (Iblsize) 2=897I0-3-8 (min.0-1-8),8=897/0-3-8 (min.0-1-8) Mex Horc2=79(LC 7) Max UpIrfC2=-226(LC 7),8=-228(LC 8) FORCES (ib)-Max.Comp./Ma�c.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1355/251,3-10=-11741238,410=-1096l258,4-1 1=-1 09812 57,5-11=-1174l238, 5-6=-1355l251 BOT CHORD 2-9-205l1138,8-9=-64l782,B-8=-136�1138 WEBS 3-9=-342J166,48=-98I454,48=-99/454,5-8=-342/166 NOTES (10) 1)Wind:ASCE 7-05;85mph;TCDL=4.Bpsf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enGosed;MVYFRS pow-nse)gable end zone; oarrtilever left and nght exposed;end vertical left and ripht exposed;Lumber DOL=1.33 plate gnp DOL=1.33 2)TCIL:ASCE 7-05;P�25.0 psf(flat roof anaw);Category ii;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loada have been considered for this desi9n. 4)This Vuss has been designed for 9reater of min roof live loed of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhanps non-concurrent with other live laeda. 5)This truss has been designed fw a 10.0 psf bottom chord Iive load nonconcurce�t with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectan9te 3-6-0 tail by 2-0�0 wide wiil fit beriveen the bottom chord and atiy other members. 7)This truss is designed in accordance with the 2009 Intemational Residentiai Code sedions R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed haela"Member end fixity model was used in the analysis and design of thia truss. 9)This truss is designed for a aeep factor of 1.25,which is used to caiculate the total loed deflection. The buildi�g designer shall verify ��R s • ( that this parameter fits with the intended use of thia component. �.' 'f 10)All dimensions given in feet-inches-sixteenths(FFItSS)fom�at. �a �� ' 1 r, t.� !' i:- �OAD CASE(S) Standard f � ti ti ��-�/.F `�'�i l$!t 1Zt�, \^'�. .S , -;,�-' �`S�O!v:�t.�s August 30,2012 A R+dRMXU Yerif�de��,4n parux�cters anel RF,AI)AK>Y'fsS C3/M 17F1*u'11kID lNCL(7�F1)itl"fF.�lC RF�'6lt131W;F PdfrB A6�7 7•t T3 HEFqRB t1S�. �` AK � Dasign vaNd fa�se onFy with nNTek connectors.This tlesipn B based ony upon pa'omefen shown,and is for an individual buiWing component. I ,. �� ppYcobiNty of design parartueters a�d proper incorporotion of componenf is responsibiNry of building designer-not truss designer.Brocing shown ��e� ,, �� is For lateral suppcxt ot individual web members only. Additional femporary 6�acing to insure slaGdty dudng consir�dion is fhe responsibilllry of ihe , erectw.��t��'avallable from Tr�ss Pbie nsotitute'I 781 NUlee S1ree15Sulte'�lp2Y Alexandria,IVA 723�4.�.For genera�l'guid3�c�e 9 F�$mg . Po -� fabr4cation,q�aB controi,storape,tleGvery,erection and bracing,consutt ANSIR►11 QiwNy GMnla•DSO•E9 and 6CS�W�dn Compon�� 7�'v7u7s p�b�ck 9e�S�uite 109 ��, � SaMY � _ _.__..____.__._L___��_.�..�..__---._...--.--- ._.____!f Suutl�cra Prare i5F o�5Pp)I�mbee r�a��ifi�ed,dae 4eacig�t vatu�s are t�rus�eitectn+�s6Ot.2t111 t?Y HLyt�3 f. ,�.---- � ----- �, . _�_- . � __ _.__� _ ___—-...—._-- ---___. __.__ --r---- __ -- ------.._ _°----------- p�y �SOUNDBUILT/L2M 2385/DV � __. ------- T----,-_._ _ R350807� Job �Truas ITruss Type Qty i ' GAE3LE � � �1110160C �� i,l9b.f3aiffiffiCe1oRSl4n8p---_---.---.- _-------- The Truss Co./Tri-Count T �-I--��- `...._-.. � ---...._.. ,.--- - ---- - -- 7.250 s Aug 25 ZOt 1 MiTek induatnea,Inc. Thu Aug 30 11'24:56 2012 Page - y russ.Sumner WA/Eugene OR/BuAington WA I D.vOvoAidOVp WzMNYbSHkLJRzeFze-iFMCJLPsimeUuhD?xTXqkuOZgnhAuR?WD_eVzYyiekS ----`----- 21�'Q. - __.___. -�_-- _ ---- -�-��_p � :1,�4__ --�—.___124g__- _-__--__. _.____. ____; _ ._.__ _____- �aaa ~1$0 +_'—"_."_.__�.__ 10.Q0 SpN•t i0 Q Jv5� �9'i� %' " f"�..` 10 I / �\,� � 11 � � i--�f' ��r._ � � � I� r�l �' I� � �'\\\` 31 �1 6 / i I 8 00 12 30 �� / � � f �/ II �� 13 / ��. I ; ��i �I II� i I 'T� ±�r� I \ � I I I I I Y '`.'i`,� 1♦ "� j �I •/j� � li � � � '� � � � � � - � �� i � � I � � " ,6 1I 11 � ! 3 Ii ! , ; il 'i, i � ! % � � I iii, ii i I � � I I ' � I i ij � ��,�� ' ! ' �---�,'-----�� I �.j_._,_ ��"�L"__` `�',,,e � � � ' � ' I s I� � I � �- � � � '/ � -_ I,-� I,�,t i� t(�..__ _-_.' �� ' � ---—_ ---�- -�-- �rt� �9 . - - _ '� t �'Ti'�"��i_',>--,< r-e'�Z�=�n �ii:��=��:_,�_z ��.�'��'i..�.`'�"iX._a_.::t'�_'�i X_ � C�.z.�.� - n x. r � n si xo +e te as-_ ` � � n ze 3x5= ..249_Q._______. —_"-.-..------I ... .._.�.. .....__�._. .___. ._—_--_—`------`�-- � ---�` ------�-------�-------�--�T h----------._-'---------'-- . .�-4➢. .._--.._ . _-- --� ----'---- — ,_ --'--�--- XV1' fsp-2-8�.081�.__..�_�_— . __ ____ ___ - _--'--- ' �I^te Ofts..°�( _ _ ...:.r- 1.._:__=_-_ .:_:c - -_ -- -------�_=-=------� . �T. ____. LOADING(ps� '� ` i � CSI � DEFL in (loc) Ildefl Ud I PLATES GR1P TCLL 25.0 i SPACING 2-0-0 � I Vert(LL) 0.02 17 Nr 120 I MT20 1851148 Roof Snow=25.0) P�t��e� � �5 � TC 0.15 TCDL g.p � Lumber Increase 1.15 �� BC 0.07 Vert(TL) -OA2 17 n/r 90 � BCL.L 0.0 ' � Rep Stress Incr YES WB OA5 Horz(TL) 0.00 16 n!a n!a yyeight:93 Ib FT=16% ' Code IRC20091TPI2007 (Matrix) • .— ---------- ��-----�-�i«�------�---��--. l.__--- _____ _.i---- _ __...___ __T ---------- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direcUy applied or&0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 x bracing. OTNERS 2 X 4 HF/SPF StudlSTD i MiTek recommends that Stabilizers and required croas bracing I � be inatalied during truss erection,in ac�rdance with Stabilizer� I I._Installationguide_--------..________----__--- 1 REACTIONS All bearings 20-0-0. (Ib)- Max Horz2=79(LC 7) Max Upiift All uplift 100 Ib or less atjant(a)2,16,18,19,20,21,22,29,28,27,26,25 Max Grav All reactions 250 Ib or less at joint(s)2,16,24,23,18,18,20,21,22,29,28,27,28,25 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when show�- NOTES (14) 1)NNnd:ASCE 7-05;85mph;TCDL=4.8psf,BCDL=42psf;h=25ft;Cat.II;Eup C;enciosed;MWFRS(low-rise)gabie end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DO1=1.33 piate grip DOL=1.33 2)Truss designed for wind loads in the plane of the trusa only. For studs exposed to wind(normal to the face),see Standard Industry Gabie End Details as applicable,or consult qualifled building designer as per ANSI/TPI 1-2002. 3)TCLL:ASCE 7-05;Pf=25.0 psf(flat roof snow);Category��,Exp C;PaRiaity Exp.;Ct=1.1 4)Unbalanced snow loads have been conaidered for this design. 5)This truss has been desigrred for 9reater of min rooi live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non�oncurrent with other live loads. 8)All piates are 2x4 MT20 unless othervvise fndicated. 7)Gable requires wntinuous bottom chord bearing. 8)Gable studs apaced at 1-4-0 x. 9)This Wss has been designed for a 10.0 psf bottom chord iive load nonconcurrent with any other live loads. 10)'This truas has been designed for a live load of 20.Opsf on the bottom chard in ali areas where a rectangle 3-8-0 tall by 2-QO wide will fit between the bottom chord and any other members. 11)This trvss is designed i�accordance with the 2009 intemational Residential Code sectio�s R502.t t.t and R802.10.2 and � . S �. � / reterenced standard ANSIlTPI 1. �,�'� ('f t2}"Semi-rigid pitchbreaks with fixed heels"Member end flxity modei was used in the anarysis and des+gn of this wss. ;'� {- 13)This truss is desi9ned for a creep factor of 1.25,which is used to calculate the total load defleccion. The building designer shall � *�t �1�. verify that this parameter fits with the intended use of this comPone�t. �� r .° / 14)All dimensions given in feet-inchessixteenths(FFIISS)format. + , LOAD CASE(S) Standard � � �� F�' �f<,(ti t'l:l��•` �:, `tt`S ��\ ,�C�t).`��t.�� August 30,2012 A cre�tNC v�a�:��d�xor�s c�a�s e.t�rnrc;�.crnsr�xurs�c a��pe4s r�tr Tara sESURS� I �• �. Design vaGd fa'use only with MiTek connecfors.This design is based onry upon parameters shown,and is for an�ntliwdual building componeM. I �, AppGcablGty of design parameters and proper incorpora�lon of component is responsibifity of bw�ding dengner noi truss designer.&acing shown � is for laferal suppor�of indfvidual web members only. Additionol temporary bracing to insure stobi4ty during constrvchon is the responsibfllify of fhe � MiTek° .. erector.Atlditionai permanent bracinp of the overoli sfructure is the responsibi6ty ot ihe buildfnA desgnec Por ge�erol guidance regwding I l�n G��ne,Swte 109 }pbricafion,qua8ty control,storage.daNvery.ereciion and bracing,consult ANSI/Tfli QuaMY GMMa•D56•E9 and 6CSI 6uYdnp Compon�nf Citrus He hts,CP.,95610 '�. �:- SohK�NormpMon ovallabie hom Tnrss Plofe Instifufe,781 N.Lae Sheet,Suite 312.�laxandda vA 2231d. g , ' ft Scrutlrrrzs PiaG d3E'ur 5Pp14u�nlrer ia s isel,ftsr cfirs+yz�vatsxex are ffxxs�e:tectrve tlti%�t%201',•bp i+LS{,vr�*ac�us�sed bY 5F�0. - --1._..----_..`------.__._ _-�`vci ,___ _.__-- ------------- » _ --�---��-------, � _---. _. -�v � ''', n� Z a rpDn S � D � '° � �➢-+ `� N� � � � rn m �� X �p o I I ± n � I � A N A (1 � !T .'. � � •N► � i� T i � w A v C>>G��O�Z p. � c � � � � �' 'o � � —•�oogo c� v3 O O — � °-a°:�m o Q, Z � a ' _� Z N n ��p � C>> y: �:o a�� fi� -, �pc � m � m -a -�, _� o.: oa��oCl D � � n�� C � C � ��Q r � 0 �.3 � iw �� ,' �- Q � p."�p � ^j Z ' a�°G�o Q � o 3o.aa a.a � � 0 m � a m co � c �, � �a ,�m �_ p ' ' �QO-�aa� � m'o'o ° Q4 �° n � o��; �`o_ � �� o v �� N.Qm p , o � aoo �� m �c �a � � c.,� n. o oQO po m °� mo m , o �� a � � _ a`no �o�� ° ° �`� �°� � � o � � � a � � � � � 3 � ° � o Z 6._.., a -� c °�v�w° �. mo'c ° ° °��` z o a � � � �o � ° a mornQ = y � ° . 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