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3119 Floor Trusses (2) , . ao-o-o ,o-b z-o- 2-0- 2-0- 2- - I z-o- 2-0- z-o- 2_0_ 2-o z o- '2 o z o_: 2 '2_o z-o- �2 0 z z- i I 2-o-d I o � _ ------ i F ��ol __ , M � m I �� I I ILL � i _ _ _ LL i F5�31 i I �I� I'I 1 j LL ; I i I Fa( I�� ', � I I i , IN� ��i I 1' �I W I � I �i I II � I �e�'� I I � �I i �i Ik l c:�I e �I �� II I�i I N, I I�.. NI �I I � , � f i '� I i o, � iI I I I I � ' I I �li � �' � � I I I i e' I � � I I �I � � i� �,, I I I II�I '� IIN � I I I �� Ii i I i� (i iim i i� � ii �I �� I I I , i �' ; � _ --— — k� �� ° 0 C i F7 : � i � I � NI � WI � � I111 9�5 . � I a I � I � o , , , LL I j i ' � ' m ° m i ,� F14 �' v i � cD � N �? N � V N ......: I ..:, I . O � � I I I � �° ' �li °� � F17( ) i I� � � � I! O � f N I� I I N � IN II � � I�I (D (p I I � LL i i i � O , I � I I ��tL V �. 6-�-� I � 12-5-0 I 10-9-8 10-9-8 � r � �_-_� � o �. � � � r � �:;��..�:;,y�:, v:� i i . �� , , ' � ,. P� _a �.::;_r - �� F�, , " �r�ul:� � MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,�5610 Telephone 916/676-1900 Re: W 1203Q06F Fax 916/676-1909 � I ` The truss drawing(s)referenced below have been prepared by MiTek Industries, lnc. under my direct supervision based on the parameters provided by The Truss Company-Sumner, VVA. � Pages or sheets covered by this seal: R3428]588 thru R34281605 My license renewal date for the state of Washington is March '?0,20]3. Lumber design values are in accordance with ANSUTPI ] section 63 � These truss designs rely on lumber values established by others. i ; _—__ � �p SOO�,� �J I C�° ��Vy'A��f ��G �� "� ' � �d� _ ,�., � � a ��=� � Ji, �f' �;� �:' � � ' C1`�L3.I.- ` March 20,2012 Ong, Choo Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSl/TPI l. , �w .��._ . � --- -- ----- - ----- - --- ---_-- �1ob � ITr�ss Tr,:ssType i^ty IPIy , , � � R"s��:�158� i IVV'20300oF ��G1 �i^vABLE 1 � �' � I ' Job Reference(optional; _' The 7russ CeJ Tn-County Truss, Sumner WA/Euqene OR/Burlington WA 7.340 s Feb 16 2012 MiTek Indust ies,In�. N�on Mar 19 16:40:06 2012 Page 1 ID:BiEzB 4V5w4aCitEarODo5zRmuG-yA8bqVyIIxP510ZKNRvHSe?zoyoC0�P61bYg4mzZHgd o-a.a Scale=7.38.3 ZxG I-. 3x6 FP- 3x4 I� 1 2 3 4 5 6 7 B 5 10 11 12 13 14 15 i6 1% 18 15 20 � II lo 40� � .'". I�.,1 i'' �, �� 'I l , , , , i� � , � � � 35 38 37 36 35 3A 33 32� 31 30 29 28 27 26 25 24 28 22 21 3x4 II 3x4= 3x4 II 3x6 FP= � I 1-4-0 2-8-0 FO-0 5�-0 6-e-0 8-0-0 9-4-0 10-8-0 � 12-0-0 I 13-4-0 14-6-0 16-0-0 17-0-0 18-8-0 20-D-0 21-4-0 22-8-� 23-2-12 �i-4-0 ' i-0-0 ' 1-4-0 ' 1-4-0 ' 1�-0 1�-0 ' 1-4-0 ' 1�-0 1-4-0 1�-0 ' 1�-� 1-4-0 13-0 1�-0 1-4-D __ i-4-G ' 1-4-G 0'6-i2____ _ _ _ Piate Offsets(X Y): [39:Ed�e.0-1-8�:D-1-8.0-0-12] - __- ___ � CSI I DEFL in loc I/defl L/d PLATES GRIP LOADWG (ps� ' SPACING 2-0-0 � ) I TCLL 40.0 , Plates lncrease '.00 , TC 0.21 �, Vert(LL) n/a - n/a 999 MT20 185/148 TCDL 10.0 ' Lumber Increase 1.00 ', BC O.CS Vert(TL) n!a - n/a 999 BCLL Q.0 Rep Stress Incr NO I WB 0.10 ' Horz(TL) 0.00 21 n/a n/a BCDL 10.0 Code IRC2009/TP;2007 i, (Matrix) ' - �Weight:84 Ib FT=0%F,0%� -- -- - LUMBcR BRACING TOP CyORD 2x4 HF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins; BOT CrIORD 2x4 HF No2(flat) except end verticals, W�BS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HFISPF Stud/STD(flat) REACTIONS All bearings 23-2-12. (Ib)- Max Grav All reactions 250 Ib or less atjoint(s)39,21 except 38=375(LC 1),37=374(LC 1),36=373(LC 1), 35=373(LC 1),34=373(LC 1),33=373(LC 1),32=373(LC 1),31=373(LC 1),30=373(LC 1),29=373(LC 1), 28=373(LC 1),27=373(LC 1),26=373(LC 1),25=374(LC 1),24=369(LC 1),23=389(LC 1),22=259(LC 1) 1 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-38=-344/�,3-37=-348/0,5-36=-346/0,6-35=-347/0,7-34=-347l0,8-33=-347/0,9-32=-347/0,10-31=-347/0, 11-30=-347/0,12-29=347/0,13-28=-347/0,14-27=-347/0,15-26=-346/0,16-25=-348/0,17-24=-343/0, 18-23=-361/0,19-22=-260l0 t NOTES (1Q) 1)All plates are 1.Sx4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")naifs. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)All dimensions given in feet-inches-sixteenths(FFIISS)format. � SQO,�r r LOAD CASE(S) Standard �� ,��5� `��-, 1)Floor Lumber Increase=1.00,Plate Increase=1.00 �� __ �r Uniform Loads(pl� ^, i"�' j, Vert:21-39=-20,1-20=-260(F=-160) � `` � Jc ,� r� �, 4Ci7 �� a��, �'�I;STG'��,��, � '�'�'�C)1'V!t L�''``s March 2Q,2�12 I E�A�:AS?I1C'r-�er;r`y r�r;zqn�arczm�:`er-s crrad'}'c�%J PJCtTE"��Fd?�3IS hN?7 dXC`L Uf,��f?#177'.Ef:�:Ef'EJ2EN.C..�f'A�E Ir7fl-Jw"7�I�.��C3P,�€.BS�. m .E '��. � Design volid for use only wi}h MiTek conneclors.ini<design is based only upon parometers snown,and is for an individual builCing comoonent. , i Applicability of design paromet=rs and proper incorporaiion of comoonent is responsibiliry of building d=signer-noi iruss denaner.Bracing shown ,. is lor latera!support o`individual web members onry. Additional temporary bracing to insure stability durina consiruction is tn=r=spon>ibilliiy o`,ihe I ��g,.° erector. Aaditional permoneM bracino ef tne overali structure i�the responsibilify of the building desianer."ror general guidance reaardlna �i. I< iaoncef^n,yuolity conirol,storooe d_iivery re�_iion an�bracing onsult ANSI/TPI1 QuoU�Crhena DSb-89 ana B�Si 6uildm5 Gomponent �I 777?Greenback Lane.Suite 1Q5 ' Satetylnformcfion availablefromTrus�Ploieinsn�uie 781 N LeeSvee Suite312 Alezandna VN �374 ��, GtrusHeights.CA 45c"1G � � sua,,ta _i�,e,� tr SP�r'- �r��.�r€,a?�.ari,,� :� s� ,:`sF:y�„€e. �r�ihs..ee�€a.:U ,iwnc,�( �;s�Ht.'*i:c P n�:�� _I�,aFtE;. ---- ,�� .. „�».. ry«rrwwi�wiw - - �____ __— _-_— —___ _.__._—_ '--_.____ ____.——____—_— — _ _— —___,. ';75 � i russ i oss Type '�ty °ly �� , R3428,539 ItN'��C30�o= I F2 I FLOO� 1 C �� 1 '��, � ' Job Reference(optional) I The Truss CoJ Tn-County Truss, Sumner WA!Eugene OR/Burfington WA 7.340 s Feb 16 2012 MiTek fndustnes,Inc. Mon Mar 19 16:40 15 2Q12 Page^ ID:BiEzB 4V5w4aCitEarODoSzRmuG-BvB?jq3ydiXpKnl3Pqa0KYHSuazldDaRpVEfulzZHgU o-��-a z_6_� � z-z-�z �-� �� Scale=1�.38.5 2x4 I'�. 4z12= 1.5x4 - 3x6 FP- 3x6- Sx6 I� 4x6 li 3x6 I'. Sx6 II 3x6= 4x12- 3x4 II 1 2 3 a 5 6 7 8 9 10 11 h9� p �i �� /% �4 �,, — ; — � 17 16 1�5 14 13 4x9— qxt4= 4x4= 3x7= 3ziDMTiBHFP= 4xi4= 4x°- 1.SvS SP- 23-2-12 . -23-2-12 _ _ ___ Plate Offsets(X.Y): [6:0-3-O.Edge],[12:cdqe.0-1-8].[16:0-1-8 Edge].;18:Ed e.g 0-1-8j.�18:0-1-8.0-0-12� _____ _ �OADING (ps� SPACING 2-0-0 I CSI DEFL in (loc) I/defl Lid ��il PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -G.43 15-16 >045 480 NT20 185/148 TCDL 10.0 Lumber Increase L00 li BC 0.91 Vert(TL) -0.77 16-17 >360 360 MT18H 185/148 BCLL 0.0 Rep Stress Incr NO I WB 0.55 i Horz(TL) �.16 12 n/a n/a Ii BCDL 10.0 ', Code IRC2009/TPI2007 (Matrix) ' i We�ght 108 Ib FT=0%F,0%E — ---- 4 LUMBER BRACING � TOP CHORD 2x4 HF SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT G'iORD 2x4 HF SS(flat) except end verticals. � WEES 2x4 HF/SPF Stud/STD(flat)`Except' BOT CHORD Rigid ceiling dfrectly applied or 10-0-0 oc bracing. � 10-12,2-18,10-13,2-17:2x4 HF No2(ffat) REACTfONS (Ib/size) 18=13?3/0-3-8 (min.0-1-8),12=1379/0-2-12 (min.D-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-Ali forces 250 Qb)or less except when shown. TO°CHORD 2-3=-4094/0,3-4=-4094/0,4-5=-4098/0,5-6=-5982/0,6-7=-6004/0,7-8=-6004/Q 8-9=-4�97/0,9-10=-4093/0 BOT CHORD 17-18=0/2348,16-17=0l5360,15-16=0/5982,14-15=0/5357,13-14=0/5357,12-13=0/2349 WEBS 10-12=-2652/0,2-18=-2645/Q 10-13=0'1979,2-17=0/1952,8-13=-1420/0,5-17=-1422l0,8-15=0/727,5-16=0/699, 7-15=-274/0,6-16=-253/0 NOTES (7) 1)All plates are MT20 plates unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. � 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and I refere�ced standard ANSI/TPI 1. f 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails. i Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �� SO�,�,> � r �4�'"'f ^t �G' �., f Ir�,. ",4% '' �, /ti � .� %� 4C,�9 <.;, � , �';�. �cBt�;�'��`�` ,��; ��<S�C1��L��r`�� March 20,2012 ��:.��.,,:�. 4��?P�C'.-L'eo^zf*��iqn g.atxarnmters nzn�"�)fm�?T�R Cidd THISAN�INt'LUDSL��k3£T�If�'�C.e F�GE#rTTI-'T4"f3�f'C3�tF�. 4��r�� Design valid ior use oniy with Miiek conneciors.Thi�design Is based only upon parameters shown,and 1=for an indlvidual building componenf. Appiicabllity of desi�n parameters and proper incorporatior of component ls responsibiiity of building deslgner-not truss tlesigner.Bracing shown �:�;��-�. is for Icteral suoport of individual web memb=rs only. Additlonal femporary bracing to insure stability during consiruciion is the responsibillity o�ih= ereclo-. Additional p=rmanenl bradna of ihe overall strucrure is th_responsibility of ihe building deslgner.For qeneral auidance reaordinc .- � � fabncanor quqldy orfrol.:ioraq d iiv�n ere tion and oracing o�sul' A�S{/TPI7 Quality Cr�trena,�SB-84 a�d BCSI buiiding Component 7?? -r eroa�r.Lane.Suite 109 Sm fy informat�on o a iabl=frorc Truss Piate i�shtuie 781 N Lee Street aud_3 2 Alexanqno �A 314 Cicrus Heiphts,CA.�J55^0 1_ ��;�.t �F-�r+e�': cr SFm i i�rn e,s:-: abi��,�e es nr�_�,�..z��a€��se�,,.e�€;�na�.,�� ;�A.L�v�. K��ar�-c°��rs�S�ff�, -- -- --- � ....------- . -------- --i ��b 7russ ,Truss iype 'G'iy ',Ply , � F3428159G �, i�.�`12G300oF =.. '�LOOR - � ' Job Reterence(optional) ___ — The Truss Co./Tri-County Truss, Sumner WA!Eugene OR/Burlington WA 7.340 s Feb 16 2012 MiTek Industnes,Inc flion Mar 19 16 40:16 2012 Paae 1 ID:BiEzB 4V5w4aCitEarODo5zRmuG�51N�W,3a0?fgyxK�yX5dsipdn_NVMNVa29zCQ6zZHoT D-1-8 Z_6_p 0,3-8 1-5-12 G,3_1,2 '�,'. � — — � ' 'Sca1e=?:39.0 233-8 T 5x4 II 4x12= 1.Sx4 II 6x8 MTiBH= 1.SZ4 = 3x6 FP= 1.Sx4 I'', 3x6= 1.5x4 I 3x4 = 1.5x4 II qx7= 1.Sx4 I! 3x3= 1 2 3 4 5 6 7 B 9 10 11 12 13 ` � �m I o�z' � � I � kq � % � � '� �I �� -�� 20 19 18 17 i6 15 14 4x7- 4x14- 4x4 =4x4= 4zP- 3x8MT18HF�= 5x14- � 22-11-12 23_3�8 � 22-1142 __ D-�-1'2 Plate Offsets(X.Y) f1:E�e,0-0-12, 13:� 0-1-13.Edge],f18:0-1-8.Edae] [19:0-1-8,Edae�,[21:Edge.0-1-8] [22 0-1-8 0-0-12] _ ___ _ ___ _ LOADING (ps� SPACING 2-0-0 ' CSI !� DEFL in Qoc) Udefl L/d PLATES GRIP TCLL 4Q.0 Plates Increase 1.00 i TC 0.43 , Vert(LL) -0.40 17-18 >686 480 ' MT2C 185/i48 TCDL 10.0 Lumber Increase ^.00 �i BC Q.69 ' Vert(TL) -0.73 17-18 >378 360 II fNT18H 185/148 BCLL 0 0 Rep Stress Incr YES ! WB 0.64 Horz(TL) 0.01 13 Na Na BCDL 10A Code IRC2009lTPI200i ', (Matrix) Weignt: 102 Ib FT=0%F,0°/E LUMBER BRACING i TOP CHORD 2x4 DF 2400F 2.Oc(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.OE(flat)'Except* except end verticals. ! 14-16:2x4 HF SS(flat) BOT CHORD Rigid ceiling directly applied or 10-Q-0 oc bracing. � W�BS 2x4 HF/SPF Stud/STD(flat)*Except` 13-15.2-21,2-2Q10-15,10-17,5-20,5-19,8-17:2x4 HF No.2(flat) f REACTIONS (Iblsize) 21=1365/0-5-8 (min.0-1-8),13=1371/03-8 (min.0-1-8) ! FORCES Qb)-Max.Comp.lMax.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-4063/0,3-4=-4063/0,4-5=-4063/0,5-6=-5685l0,6-7=-5685/0,7-8=-5685/0,8-9=-5135/0,9-10=-5135/Q 10-11=-2341/0,11-12=-2341l0,12-13=-2345/0 BOT CHORD 20-21=0/2332,19-20=0/5120,18-19=0/5685,17-18=0/5641,16-17=0/3984,15-16=0(3984 WEBS 13-15=0/2631,2-21=-2627/0,2-2D=0/1965,10-15=-1864/0,10-17=0/1306,5-20=-1200/0,9-17=-257/0,5-19=0l870, 8-17=-593l0,8-18=-313/442 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless othenvise indicated. � 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walis at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and frst diagonal or veRical web shall not exceed O.SOOin. 7)CAUTION,Do not erect truss backwards. S)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard � CJ�.�Ur�r � `��t',iS.f��,� �ri� ��`'�� ` r. J "� rG �'�- ��`��EqTE'�� `', ��`SJCINA1.�t`Cy�� March 20,2012 ,�S4'�"t�£iYCr Ue�rY�+��.zcan�sraa-r�me#s�ts ranu�'.7ir"aBd)NuTB.�fJNTNI.�-",�NJ IXCbiI1}Wi11k77T,��cE1'Ehc:N{'EP:dCsE#Fi7 3"4"73�{)��t2S�;. D=sign valid for use oniy with Miiek conneciors.This desian is based onN upon parametea shown,and is for an individual builcinq component ��, Applicability of oesion parametea and proper inc.orporqiior�of compon=nl is resoonsibiliiy of building designe--nollruss designer.Bracina showr� � is for lateral support of individual web membe�s oniy. hddiilonal tempoiary bracing to inwre sio�ilitq auring consirucilon is th<_r=sponsibillity of ihe i p�g��y�� erecto:. Additional o=rmanenl brpcing o`tne�overali strucb�re��s ihe responsibilih�o51ne building de=_ianer.For generoi ouidance r>aardng IKti &t t�oricailon,quolity on}ro„sto�o. deiivery er ction an�'bra�ing consult ANSi/TPIt Quality rdena DSB-89 or o 6CSI Building Component � 777-Greenoack Lane,Suiie 109 Scfety Info mation avoilabte tr m irus Piat instirute 78i N L. _Siree Suire 3 AI xanana �F.2�314 I Ciirus H=iphts.CA,9561G I"��h ., -zrr�;u�e S��fi�.,i��r o.,��r��.�,a i �ds:sr.;uy_,..s��r�tls.�e ef;e.�4 e tc ;'t! 2 a��LarG z. n*3:�°d cgs•SF'L6. ��.. ,�. ��ob ir;�ss ��russiype �Qty IPiy � < R342�1�91 IV,'i3C300o� I�4 ',FLOOR �4 ' '� � ' Job Reference(optionap The Truss Co./Tri-County Truss, Sumner WA;Eugene OR/Buriinoton WA 7.340 s Feb 16 2012 MiTek Industries,Inc. Mon Mar 19 16:40:i 7 2012 Page 1 ID:BiEzB 4VSw4aC',itEarODo5zRmuG-71Jm8W4C9JnXz5vRWFcsPzMj7Ne?5?GkHpjfzdzZHgS o-i-a � ,_?�� z-a-�_z�-� z�-� z-a-� 2-a-� z-a-�--' Scale=i E2 4 2x4 II 1.Sx4 il 3v4= 3x6 FP= 1.Sx4 = 4v8= 3x6 FP= 1 5x4 II 3x4= 1.Sx4 II 4x�= 3x4 II 7xi2 MT18H= 3x6 II 6viG= 3x6= 3x5= 1.Sx4 II 3x4 = 3x4 II 1 2 ' 4 5 6 7 8 9 10 it 12 13 14 15 ifi 17 1B 19 i f %� a1,31 �I / I � / 30 29 28 77 26 25 24 23 22 21 20 4x7- 4x9- 3x5- 4xF�- .sxo FP- ix14- 4x12 - 4xi2- 3x6 FP= 3x7- 4x6- 22-11-12 37-9-12 22-11-12 � 14-10-0 Plate Offsets(X.Y): [20:Edge.0-1-8] f30:Edge.0-1-8� [3L�-1-8 0-0-121 = LOADWG (ps� , SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud �II PLATES GRIP TCLL 40.0 I Plates Increase 1.00 ' TC 0.71 Vert(LL) -0.37 27-28 >734 480 MT20 485/148 TCDL 10.0 Lumber Increase 1.00 � BC 0.98 � Vert(TL) -0.66 27-28 >413 360 � MT18H 185/�48 B�LL 0.0 � Rep Stress Incr YES V�B 0.99 Horz(TL) 0.09 24 n!a n!a BCDL 10.0 ! Code IRC20Q9/TPI2007 (Matrix) Weiaht: 164 Ib FT=0°ioF,0%E -- - ---- -- -- --- - - LUMBER BRACING ' TOP CHORD 2x4 HF No2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purfins, � BOT CHORD 2x4 HF No.2(flat)*ExcepY P exce t end verticals. 22-26:2x4 HF 1650F 1.SE(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 HF/SPF StudlSTD(flat)'Except' 11-25,11-24,14-24,14-23:2x4 HF No.2(flat) REACTIONS Qb/size) 30=1089/0-5-8 (min.0-1-8),24=2960/0-3-8 (min.0-2-1),20=453/0-1-12 (min.0-1-8) Max Uplift 20=-78(LC 2) Max Grav 30=1126(LC 2),24=2960(LC 1),20=681(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2920/0,3-4=-2920l0,4-5=-2920/Q 5-6=-3924/Q 6-7=-3924/0,7-8=-3139/0, 8-9=-3139/0,9-10=-552/460,10-11=-555l461,11-12=0/4674,12-13=0/4674, 13-14=0/4675,14-15=-731/1907,15-16=-728/1906,16-17=-1445/556,17-18=-1445/586 i BOT CHORD 29-30=0/1697,28-29=0/3612,27-28=0/3720,26-27=0/2034,25-26=0/2034, 24-25=-2099/Q 23-24=-2987/0,22-23=-1202/1305,21-22=-1202/1305,20-21=-246/9S2 WEBS 13-24=-305/0,2-30=-1965/0,2-29=0/1429,5-29=-810/0,5-28=0/364,7-28=0/309, 7-27=-751/Q 9-27=0/1363,9-25=-1804/0,11-25=0/2492,11-24=-2952/0, 14-24=-2374/0,14-23=0/1910,15-23=-261/Q 16-23=-1126/D,16-21=0/708, 18-21=-390/532,18-20=-1121/281 NOTES (9) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)20. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 Ib uplift atjoint 20. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPf 1. 6)"Semi-rigid pitchbreaks with fixed hee(s"Member end fixity model was used in the analysis and design of this truss. S«Uf�' � 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-�Od(0.131"X 3")nails. � �' � � Strongbacks to be attached to walls at their outer ends or restrained by other means. � 1� �`��'; ' 8)CAUTION,Do not erect truss backwards. ry�`' ;�""'° � j, 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. ;�' " CJ LOAD CASE(S} Standard ti ,�{''��,,�'f'c�C�.t'��`�� ',� � ,,��r��5 March 20,2012 � ��T:$.kM�RFG-Yerzfy dr.:qx,�zr-cir�et�es mrs�f2E;�iJ At�17'E�C#Al itliS&1J�77NCZ,(I1iE£?�Pis'EF.�iEiF'�h.:Na"�Y P6 �14733 1�;3��`C�iZfi=L�S�. Design valid tor use oniy wifh MRek connedors.Tnis a=sign Is based only upon�arameters shown,and is for on individual buildinq component. ��: Applicability ot design par�m=lers and proper incorporaiion of component is responsibility o!puildinq desioner-not iruss desgn=r.Bracinc shown Is for latero!suppori of Individual web membe�s oniy_Aadiilonal iemporary�acing to insure stability ouring consiruciion ls ihe responsibiiftty of ihe .�--^,�.,�� ereclor.Additlonai permanent bracing o`ihe overall siructure is ihe resoonsioilit�o'ihe building d�slgrer.ror oeneral quidance regarding ��a'`�`. � �obncoiion,quality conirol,storage,deiivery,erection and brocing,consult AkSI/TP{i Quolity Criferia,DSB-89 and BCS!Buifding Component � i;T;Green::acK Lane,Suiie 1 C9 Sefety Information available trom Truss Plate Instdute 781 N Leo Sireet Suit=312 Awxananc VA 22314 ��. Citrus Heighis,CA,°5610 1 r��;a.�r��r��ttte��sr°SF�i��m'�ez��s�.ds_u.�,i� u sr iF._.�,..�s�.:�r��e �_ .c�.:;.�a..s 13��L�i °p°��r�sed t�a`S�t�;, i Job -- T-uss 'irussType I�ty '�Ply- ------- -__- - ' � n34281592 ', �4N',2u3005F r5 I�LOOR '3 ' 1 ; ' �� . � ' 'Job Reference(optional) The 7russ Co.i T�i-County Truss, Sumner WA/Eugene OR!Budington WA 7.34D s"reb 16 2012 MiTek Industries,Inc. Mor Mar 19 tE 40:18 2012 Paae 1 ID:BiEzB 4V5w4aCitEarODoSzRmuG-bUt8Ms5qwdvOBEUe4y,'5yAvrhnz�qYztWTSJV4zZHgR o-�s ,_�� z-ai z-a� z-ai ao-i o-i,s H� zs-o - -� � -I�� s�ae=i_szs 2v4 II dx7= 2x4 I�i '.Sx4 = 4x5= 1.5x4 II 3xC= i.5x4 II 6x4= 3x6 FP= 1.Sx4 II Sx14 MT18H= 3x4 II 4x8= 1.5x4 II 4x5= i5x4= 1 2 3 4 5 6 7 B 9 10 ii 12 13 14 15 I25 � � / \ /j �� I 26 II � i �/ / / � � L`_SI iBl 1] 16 Zq 23 2I 21 20 19 4x]= 4xS= 3x5= 4x5= 3x6 F��= 5xid- 4x12= dx5= 4x6= I 22-it-12 31-6-0 -� 22-11-12 8�� - Plate Offsets(X,Y): �6:0-1-8.Edge�,[15:0-1-8.Ed e;'16:Edge.0-1-8].f21'0-1-8 Edge],(24:E�e.0-1-8].[25-0-1-8,0-0-12] [26_0-�-8,0-D-12 _ __ LOADING (ps� i SPACING 2-0-0 CSI ', DEFL in Qoc) I/defl L/d PLATES GRIP TCLL 40.0 ' Plates Incroase 1.D0 i TC 0.92 ', Vert(LL) -0.35 22 >779 480 MT20 185/148 TCDL 10.0 Lumber Increase 1.00 � BC 0.98 ', VeR(TL) -0.65 22-23 >419 360 MT18H 185,�148 BCLL 0.0 Rep Stress Incr YES ' WB 0.64 i Horz(TL) 0.08 18 n/a n/a BCDL 10A Code IRC2009�TPI2007 (Matrix) !I Weight:129 Ib FT=0%F,0%E _ LUMBER BRACING TOP CHORD 2x4 HF 1650F 1.5E(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, I 1-8:2x4 HF No.2(flat) except end verticafs. � BOT CHORD 2x4 HF 1650F 1.SE(flat)'ExcepY BOT CHORD Rigid ceiling directly applied. 16-20:2x4 HF No.2(flat) WEBS 2x4 HFlSPF Stud/STD(flat)'Exc>pt* 2-24,10-18,2-23,10-19,4-23,7-19,4-22,7-21,12-18;12-17,14-17;14-16:2x4 HF No2(flat) ! REACTIONS (Ib/size) 24=1119/0-5-8 (min.0-1-8),18=2786/0-3-8 (min.0-1-15),16=-167/0-5-8 (min.0-1-8) ,� Max Uplift 16=-477(LC 2) � Max Grav 24=1127(LC 2),18=2786(LC 1),16=255(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ! TOP CHORD 2-3=-3171/0,3-4=-3171/0,4-5=-3898/0,5-6=-3898/0,6-7=-3519/0,7-8=-1013l0, 8-9=-1013/0,9-10=-1013/0,10-11=0/3984,11-12=0l3982,12-13=-74/1675, 13-14=-74/'I 675 BOT CHORD 23-24=0/1881,22-23=0/3782,21-22=0/3519,20-21=0l2510,19-20=0/2510, 18-19=-1270/0,17-18=-2740/0,16-17=-814/219 WEBS 11-18=-260/0,2-24=-2118/0,10-18=-3066/0,2-23=0/1463,10-19=0/2477, � 9-19=-254/0,4-23=-694/0,7-19=-1715l0,7-21=D/1162,6-21=-478/0,6-22=0/460, 'I2-18=-1851/0,12-17=0/1457,14-17=-1033/0,14-16=-256/970 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)All pfates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 477 Ib uplift at joint 16. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � S��r�J � 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. .� ��. Strongbacks to be attached to walls at their outer ends or restrained by other means. C)��`�� _ f�Cij,' ' 7)CAUTION,Do not erect truss backwards. ^,� % ' �'',>. 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. : :n, LOAD CASE(S) Standard � �,��i�g .�� t� �'�t. C;1STE'�' � ��:SfCe?�r11I_��"�� March 20,2012 €�'B.F°Xc4NC".-�'�rt;�a r�'�ar�n�x¢r-ertm�f�rs aaa� *F.�A' i1 h++'11'�C CiR�7�tIS AF�.i 1�'L[TZ�?.��'.x)�7ITEK��'�7dEt.�t.�`I'ACfE 14T71;°4�:!F3I:�C)'1i�"�P�. I °� Design valid'tor use only with Miiek wnnectors.Tnls aesign a basea only upon parameters shown,ana is for an indiwdual building com�onent. , ;-,�� Apoiicabiliry of design pardmel=rs and prop=�incorporation of compon=ot is responsibility of builaing designzr-not iruss d°sianer.Bracine shown is for laierol supporl of individual web memoers oniy. Aadlilonal temporary bradne to Insure sicoilify d�rincr construcflon Is ine responsibiliity of the - p� ��. erector.Additional permanent bracing o'ihe overall structure is ihe r_sponsibility of ihe building designer.For general ouldance rsgarding � 8Y€�t�;"`�. fa5nco'�ion,quality co�trol,storage delivery ereciion ono brocing corsufl RNSI/TPI1 Qocflry Crfiena,DSB-89 and BCSI 6uiidmg Component '� 7777 Greenoack Lane.Suite 105 � Sa�ety informaf�on available irom Trus Piai Inst�fuie,78 N L e Sir e Suite 3 2 AI=xardna Vh 2315 Citrus Heights.CF.:BSo10 ! "c�:�_r�i �,�e�S s W�::�a�_+t€.� �:.�N_sRi,;, tr�� .,._v��a,.,.Kae�k#��x.,�.,,,.�s�:ft��.<t`,�;�p��L�*...p.�taHs�edtr;9R[E�. �. . �� Job Truss --- Trusa 7yp° iQty ��y - - ._ - � , ' R342815�3 ' IV�/'_�3005= �,Fo �iGF�BLc �i 1 � � ' _ ___ ' Job Reference(optionall The Truss CoJ Tri-County Truss, Sumner WA/Euqene OR i Burlington WA 7.340 s Feb to 2012 NiTek Industnes,inc. Mon iv1ar 19 1E;40:19 2012 Paa°1 ID:BiEzB_4VSw4aCitEarODo5zRmuG�gQUVZC6Shw2�p03aegeKUORBWBYMZ7dOk7Cs1 WzZHq� o�$ o-�.e s,:aie=tsz.i 2x4 I'. 3x6 FP= 2x4 I I 1 2 3 4 5 6 - 8 9 1� 11 12 13 14 15 16 17 18 15 2G 2'� 22 23 24 25 26 S" , $4� ry 3 i I �. i II � � li 52 51 50 48 48 47 46 45 44 43 42 41 4� 39 38 37 36 35 34 33 32 31 30 29 2B 27 -yKy �I 3x6 FP= 3x4 II , 1-0-0 � 2-8-0 , 40-0 , 5-4-0 . 6-8-0 , 8-0-� . 9-4-0 r-8A i 12-0-0 , 13�-0 �14$-0 i6-0-0 �17-4-0 �,18-8-0 20-D-0 �21-4-0 .22-8-0 ,24-D-0 .25-4-0 �26-8-0 28-D-0 ,29-4-0 �30_8-0 31-6-0, 1-4-0 1-4-0 1-4-0 1-4-0 t-4-0 11-0_�.:4G i-4-0 1-4-0 � 1-4-0 1-4-0 1-4.-0 1-4-0 1�-0 _L-4-0 1-0-0 � 1-4-Q � 13-0 � 1-4-0 .._1-4-0 7-C-0 t-3=0 t-4-0 0-]¢Q Plate Offsets(XY): [26;0-1-8.�dge].'5.1 2_Edge,O_1-8] �53:0-1-8.0-0-12j,[54:0-1-8 G-0-12� _ ___ � LOADING (ps� ', SPACING 2-0-D CSI I DEFL in (loc) I/defl Ud II PLATES GRIP f TCLL 40A Plates Increase L00 I TC 021 , Vert(LL) n/a n/a 999 I NT2D 185i148 TCDL 10.0 Lumber Increase 1.00 BC 0.04 �I Vert(TL) n/a - n/a 999 i BCLL 0.0 Rep Stress Incr NO � WB 0.10 Horz(TL) 0.00 27 n!a nla BCDL 10.0 Code IRC2009/TPI2007 I (Matrix) I Weight 112 Ib FT=0°/F,0°/E -- -- - - LUMBER BRACING TOP CHORD 2x4 HF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD 2x4 HF No.2(flat) except end verticals. WEBS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF/SPF Stud/STD(flat) REACTIONS All bearings 31-6-0. Qb)- Max Grav All reactions 250 Ib or less atjoint(s)52,27 except 51=376(LC 1),50=374(LC 1),49=373(LC 1), 48=373(LC 1),47=373(LC 1),46=373(LC 1),45=373(LC 1),44=373(LC 1),43=373(LC 1),42=373(LC 1), 41=373(LC 1),40=373(LC 1),39=373(LC 1),37=373(LC 1),36=373(LC 1),35=373(LC 1),34=373(LC 1), 33=373(LC 1),32=373(LC 1),31=374(LC 1),30=369(LC 1),29=389(LC 1),28=289(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-51=-344/0,3-50=-348/0,4-49=-346/0,5-48=-347/0,6-47=-347/0,7�6=-347/0, 8-45=-347/0,9-44=-347/0,11-43=-347/0,12-42=-347/0,13-41=-347l0,14-40=-347/0, 15-35=-347/0,16-37=-347/0,17-36=-347/0,15-35=-347/0,19-34=-347/0, 20-33=-347/0,21-32=-346/0,22-31=-348/0,23-30=-343l0,24-29=-360/0, 25-28=-278/0 i NOTES (g) ' 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed i�accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks with fixed heeis"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")naits. Strongbacks to b=attached to walls at their outer ends or restrained by other means. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � S�}�,�r �. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. ��,t,A �1d`�`�G, LOAD CASE(S) Standard �' �vF:. ^. 1)Floor.Lumb2r Incrroase=1.00,Plate Increase=1.00 '.��" ~ ;� �j Unrform Loads(pl� " Vert:27-52=-20,1-26=-260(F=-160) �d � !� _.. l, � ��.� `r�(ij��..-,.��d�'-� �'�*�'' r_"�S�JCI��11.,�„`��'� March 20,20�2 tit'�'J�tYG-?lrnifeadr�igng��ar•rrmef�rsma�' '�DNC�TE.CC3ld7�,+"IS6�JIFIx"'LUe'3EF1�t�Y3:::F�t.",El?A��7z-T41"3E3EPC3i?��5�. =� Design valld for use only wifh Miiek connedors.Tnis design Is baseo only upon paromeiers shown,and Is for an individual buildmg..ornpon=ni. Apciicabiliry of design parameters and oroper incorporaiion of component is resoonsibiliry oi buildinq designer-not iruss designer.Bracing snown ��S�£y is tor icfer�!support of individuol w_5 members onH. Additional temporary brxina to insure siapility dunnc construcfion!c ihe resoonsibillify o1 ihe erector.Additionql permaneri bracing o'ine ove�all siruciure Is}he responsibillty of ihe building designer.For peneral guidance reaarding � �Q'�f �'�� labn�.otior�.,quality coniro;,siorooe,deiivery,eredion and orocing,consuA AhSi/iPll Qualih�CrNeria,DSb-89 and BCSI 5uilding Component '� r?77 Green�ack Lane.Suite 109 Safety Int rmation availaole trom Truss Plat Instituie 781 N.�e_Siree Svde 3 2 A�exanana VA 223 4 I Citrus Heights.CP.,°5610 I l��-.,r�s�ih�.r'�frae?.� �a SP�tan�.�.:r�z°�M�n^re�.the..�b�€€�r,=v�E..e.dr�:ita3sEef;eck�.Ivft."?,t�1.�,�C�S,��p°gra:�e�� .�;ti�`EE;, � i ...r..�.�...�.� .�.�� , .......�.......� �Job ----,Truss - ?russ Type —-- —��Y p�Y --- --- --- --- —�I . . R3428159� iWi2C;006F �F7 ��FLOOR � � � �� 'Job Reference(optional) I The Truss Co./Tri-Cou�ty Truss, Sumner WA i Eugene OR/Burlington WA 7.340 s Feb 16 2012 MiTek industries,Inc. Mon N1ar 19 16:4020 2C�12 Page 1 ID:BiEzB 4VSw4aCitEarODo5zRmuG-Yt umY75SEA6RYe0BN.AZ1b_Hfbm31T4AznxQZyzZHgP 3x6 II 6x6- 3x6 �'�� 1-10-12 � 2 6 3 Scale="-.1G.7 � I I I � � I !I i � �I y I I I i I' I i V � 3x5= Si I 3x9- 43-8 4-3-8 � �OADING (ps� I SPRCING 2-0-0 I CSI DEFL in Qoc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) 0.00 5 "" 480 II MT20 185/148 TCDL 10A Lumber Increase 1.00 BC 0.52 Vert(TL) -0.12 4-5 >398 360 BCLL 0.0 Rep Stress Incr NO I� WB 0.53 �, Horz(TL) 0.01 4 nla Na BCDL 1QA Code IRC2009/TPI2007 (Matrix) ', Weight:24 Ib FT=0%F,0%E - - ---- -- LUMBER BRACING TOP CHORD 2x4 HF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins. BOT CHORD 2x4 HF 1fi50F 1.5E(flat) except=nd verticals. WEBS 2x4 HFISPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=1562/0-3-8 (min.0-1-8),4=2011/0-3-8 (min.0-1-8) � FORCES (�b)-Max.Comp./Max.Ten.-All forces 25D(Ib)or less except when shown. TOP CHORD 1-5=-676/0,3-4=-1125/0 � BOT CHORD 4-5=0/1608 WEBS 2-5=-1816/0,2-4=-1816/0 NOTES (6) 1)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)981 Ib down at 4-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f 6)All dimensions given in feet-inches-sixteenths(FFIISS)format. I LOAD CASE(S) Standard 1)Flooc Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pl� Vert:4-5=-20,1-6=-798(F=-698),3-6=-100 Concentrated Loads(Ib) Vert:3=-981(F) � 51��,�' C .� ��'. {j��r.•' .,c,^.�`� ' ,?. � ;s,� .�R ��,�(�Z��.�%�" �,ti, `�'�'�C��`V AL�S=�`�i � March 20,2012 �su�,�ta�> ��;��::�r,F�-�,��xc�r��carr�rrs.��r�c��c��n�x��r.��.�c�€��_,r�t:�cs�,��asE. ' D=sign valid for use only witn Miiek connecYors.Tnis desian is baseo onN upon parometers snown,and is for an individual ouildino romponent � Appiicability of desian param=ters and proper incorporation of comoonent is resoonsioility of builaing designer-not iruss desigr ec Bracing shown '�, is for lateral support of individual weo members only. Additional temporary bracino io insure siability during consiruction is ihe responsibillity o'r fhe ��. ��`^{�g,.° erector.Additionol permanenl broGng o'.ine overall structum is the resoonsioility o�ihe building oeslaner.For panerol guldan-�reoardlnn I r '� iabncaiion,aualiiy controL storaqe,aeiivery,erectlon nntl brodng.conwlt AhS;/TPit Qunfify Criteria,�SB•8S and BCSI Bui4ding Camporrent '�, 7777 Greennack Lane.Suite 10:+ SoPeh mformat�on avanable from Trus ?late Ir+stitu?e 781 N.Lee Sir e Suite 3 2 Apxandna VA 223 i4 ' Citrus Heights,CP.,95610 if ia=.ti� �-,uE��,� 0 5�;..rn��s`-.�z,€�..,��'i�.d,i� �.,�ara�¢��,�E,�e�.�r��..e�e`c�.vsti i.�i<.,:(,r2 t�y AL��c�p=c�T�`=��°�1 k�y SP€��, I o ---_- 'Job T�u.=.s 'TrussType --- I�tv -�y -, . . ' R34281595 '�, IVV12030D6F Ir8 iGA3LE ' � i ! I _ I Job Reference ioptional) The Truss:;oJ Tri-County 7russ, Sumner WA!Eugene OR!Burfinglon WA 7.340 s Feb 16 2012 MiTek.Industries,Inc. Mon Mar 19 16:4021 2012 Page 1 ID:BiEzB_4V5w4aCitEarODo5zRmuG-03YG_t7jDYIz2iDDI5hoZpXXr'?Dkt uLJCRhz60zZHg0 o-s e � 6-2-12 7-4� , �__ 7 B 0 5-4 __ 0-I 9�4,0-5-8 5cale-�:39.5 � 2x4 II . 2xa �'i 3x5= 6z8 II 2x4 I'�. 2x4 II 2x4 II L4 II 2x4 II 8x14 = 2x4 II Sx6= 2x4 II �4 II 2x4 II 2x4 I�4x4 II 2x4 II 2x4 II 2x4 II 3xi2= 2x4 I'� 1 2 3 4 5 6 43 7 8 9 10 11 12 13 14 15 i6 44 17 18 19 20 21 �,, 4 n rl rl ��7 � , I �I t � � I . m I ,IW 1 J � J I I 42 41 '40�. 39 98 37 36 35 34 33 32 31 3a 29 I 2E I27 26 2 5 24 23 22 3x4= 1.Sz4 II 1.5x4 II 1.5+4 II 7.5x4 I'� 3x4= 6x8= 2x4 II 1.Sx4 I��. 1.Sx4 II 1.Sx4 II 1.5x4 I� 3x4 = 3x5= 1.Sx4 II 1.5z4 II 3x4= 3xi2= 1.5x4 �I i.Jx4 I� 1Sx4 II i-4-0 2$-0 4-0=0 5-4-0 6-8-0 8-D-0 B-5-8 9-4-0 I 10-8-0 12-0-0 I 13-4-D 14-8-0 I iE-0-0 I16-8-817-4-0_18_B-0 I 20-0-0 � 21-4-0 � 22-7-8 24-3-4 � � 1 d-0 � 1-4-0 '-4-0 � 1-0-0 1�-0 1-4-0 0-5-8 0-10-8 1-4-0_ 7-4-0 1.��_ 1�-D t-4-Q_ G-8-8 0-7-8 '-4-0 1-4-0 13-D � i-3-8 � i i-12 Plate Offsets(X Y): [21:0-2-8A-1-0] LOADING �ps� , SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud 'I, PLATES GRIP TCLL 40.0 ' Plates Increase 1.00 ', TC 022 , Vert(LL) n/a - n/a 989 MT20 185/148 I �i TCDL 10.0 Lumber Increase 1.00 � BC 0.11 � Vert(TL) Na - n/a 999 I BCLL 0.0 �� Rep Stress Incr NO WB 0.66 II Horz(TL) -0.00 23 n!a n!a �� BCDL 10.0 ! Code IRC2009/TPI2007 (Matrix) �, Weight.105 Ib FT=0% � - -- - - - - -- _-- - � LUMBER BRACING � TOP CHORD 2x6 DF 2400F 2.OE TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 HF No2 except end verticals. WEBS 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 HF/SPF Stud/STD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS All bearings 22-9-4. '� Qb)- Max Uplift All uplift 100 Ib or less at joint(s)24 Max Grav All reactions 250 Ib or less atjoint(s)42,38 except 36=10216(LC 1),29=2607(LC 2),23=1049(LC 1), i 41=444(LC 1),40=385(LC 2),39=376(LC 1),37=1014(LC 2),35=1776(LC 1),34=1065(LC 2),33=1267(LC 2), 32=1272(LC 1),31=1250(LC 2),30=1122(LC 1),28=710(LC 1),26=480(LC 1),25=577(LC 1),24=399(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 7-36=-10187/0,15-29=-2601/0,20-23=-937/0,2-41=-379/0,3-40=-365/0, 4-39=-347/0,6-37=-913l0,8-35=-1758/0,10-34=-1037/0,11-33=-1240/0, 12-32=-1245/0,13-31=-1223/0,14-30=-1099/0,16-28=-686/0,17-26=-457/0, 18-25=-537/0,19-24=-398/36 NOTES (11) 1)Unbalanced floor live loads have been considered for this design. 2)Gable studs spaced at 1-4-0 oc. � 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)24. ' 4)Non Standard bearing condition. Review required. 4 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fxity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t 8)CAUTION,Do not erect truss backwards. ��'� J 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentreted load(s)11330 Ib down at 8-5-8,and �,� ��y-A� �C' 3421 Ib down at 16-8-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. _ '�i�iy 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ' '�33 '�'' 11)Ali dimensions given in feet-inches-sixteenths(FFIISS)format. ` � ' :��. -t LOAD CASE(S) Standard 1)Flooc Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pl� •G `� Vert:22-42=-20,1-43=-260(F=-160),&43=-100,8-14=-926(F=-826),14-44=-100,21-44=-385(F=-285) N � �E��4 �� `:� Concentreted Loads(Ib) ��'�, ��I,S1`�'� �� Vert:7=-11330(F)15=-3421(F) �`�f C)?��`�y March 20,2012 I IWGIs1�rIsRU-X"e r�i)z,��:gn�n,zr°�rneters csrce�!"'x��' E?Iit�i�,S CiN 7"rlXS AtT��tldC'i�[.�Z3�£)�i9I7'�7{F�'EF'�ftr:ts��"'c`:I'At�E C47'il-7+57��C)}2E PJS�. I� �� Desigr valid for use only witn Mii ek connedors.This desigr�is bas=d oNy upon pawmeiers snown,and is�or an individual building componeni. �i �� Appiicability of design parameters and proper in�orporatior of comoon=nl is responsibility of building d=signer-not}rvss d�sianer.Bracing shown �� f is for later�l support of individual web members only. Addiiional temporary brocing io insure siability durino consruciion fs 1he responsibillity ot ihe g ereaor. Aaditlonal perman=M bracing ot the overal:siructure is the responsioility o`}ne building designer_For general c�uidance regarding �� Et��'ti� tabricarion,quality coniroL storage,delivery er ction ond bracing �o�sufl AMSIlTPil Qualfty GBeria,DS6-8P and BCSI Building Gomponen' �� 7777 GreenSack Lane.Suite'IQ9 ��- Safety Informafion avoilable rror Truss Plate Institute,781 N Lee Street,Suiie 3 2 Ai xandna VA�23 i 4 - ' Ciirus HeiaMs.Ck.950"10 i ! ac,;�.r�� ..�irie!S't��5F�i��n�e��r ss� e�s:ia�! :� aes��r,_,,,��r��r€�;i��.se e'>�mte�«�C'�,',"�"',2 a}��t.5�v;._'�,rv�x��e�k�s ��tE. ..,yw.._. �.� _—_ — - -- — - -- Job ;uss 'TrussType 'G�ry �°ly ' . ' , R342�1�96 , !V�'12�3000� 'I F9 ,FLOOR �,5 ', 1 , �� Job Reference(optional) � The Truss Co.�Tri-County Truss, Sumner WA/Eugene OR/Burimgton WA 7.340 s Feb 16 2012 MiTek Industries,Inc. Mon Mar 19 16:4023 2012 Page 1 ID:BiEzB 4V5w4aCitEarODo5zRmuG-ySg1PZ9zl9Yhl0MbtWjGfEcojoiYVmZcflA4AHzZHgM o-i-s I 2_8{� 1 9 _� _ 1-3-0 0.i.8 �i Sc�e=t'4C.3 2x4 I, 2x4 II 1.5x4= 1.5xC = 4x12= 3x6 FP= 3x6= fix6= 3x6 II 3x6 I' 6x8= 3x6= Sx72= 4x6= 1Sx4= 1 2 3 4 5 6 7 8 9 �� Z i � J 121 � 1 i 23 io � \ 22 � 1 19 18 17 16 15 13 qxg- 4x14= 4x5= 4z5= 5x12= 3x6 FP= 4x10= 4x4= I: py_7_g 22,9-0 ?4-3-4 __ � � 22-7-8 0-9'-8 'I-G-4 Plate Offsets(X,Y): [?:0-3-0,0-0-0),[12:0-1-8,Edge),[13:Edge,0-1-8],[14 0-3-O,EdgeJ,[17:0-1-8,EdgeJ,[18:0-1-8.Edge],[20:Edge,0-�-8],[21:0-1-8,0-0-12],[22:0-1-8 '� D-0-12] [23:0-1-8.0-0-12] -- -_ —.— -- -- --- - - -- -- ---- ---- - —� -- -- — ' LOADING (ps� � SPACWG 2-1-0 ' CSI DEFL in Qoc) I/defl Ud PLATES GRIP I TCLL 40.0 I Plates Increase 1.00 � TC 0.45 Vert(LL) -0.41 17-18 >653 480 MT20 1S5/148 TCDL 10.0 I Lumber Increase L00 BC 0.92 Vert(TL) -074 18-19 >367 360 'F BCLL 0.0 Rep Stress Incr NO WB 0.81 �I Horz(TL) 0.15 14 n!a n/a � � B.,�L 10.0 Code IRC2009/TPI2D07 (Matrix) , �i Weight:112 Ib FT=�%F,OioE f LUMBER BRACING TOP CHORD 2x4 HF SS(flat) TOP CHORD 2-0-0 oc purlins(6-0-0 max.), except end verticals BOT CHORD 2x4 HF SS(flat)'Except' (Switched from sheeted:Spacing>2-0-0). 13-15:2x4 HF No.2(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 HF/SPF Stud/STD(flat)'Except' 6-0-0 oc bracing:13-14. 2-20,10-14,2-19,10-16:2x4 HF No.2(flat) REACTIONS (Ib/size) 20=1368/0-3-8 (min.0-1-8),14=2C20/0-3-8 (min.0-1-8) Max Grav 20=1389(LC 2),14=2020(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-22=-459/Q 22-23=-459/0,12-23=-459/0,2-3=-4112/0,3-4=-4112/0,4-5=-4115/0, 5-6=-5914/0,6-7=-5914/0,7-8=-5914/0,8-9=-4018/0,9-10=-4015/0,10-11=0I475 BOT CHORD 18-20=0/2368,18-19=0l5347,17-18=0/5914,16-17=0l5286,15-16=0/2237, 14-15=0/2237,13-14=-475/0 WEBS 11-14=-679/0,2-20=-2668/0,10-14=-2682/0,2-19=0/1979,10-16=0/2065, 5-19=-1388/0,8-16=-1459/0,5-18=-60/1036,8-17=0/1168,6-18=-380l57, 7-17=-428/7,11-13=0/653 ' NOTES (9) 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 20Q9 International Residential Code sections R502.11.1 and R802.10.2 and � referenced standard ANSI/TPI 1. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixily model was used in the analysis and design of this truss. 4)Design assumes 4x2(flat orientation)purlins at oc spaci�g indicated,fastened to truss TC w/2-10d nails. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")naiis. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided su�cient to support concentrated load(s)400 Ib down at 24-1-0 on top s��r � chord. The design/selection of such connection device(s)is the responsibility of others. �� '1'� l,' 1�,'t1SF �'i 8)In the LOAD CASE(S)sedion,loads applied to the face of the truss are noted as front(F)or back(B). �``}� _ 9)A�I dimensions given in feet-inches-sixteenths(FFIISS)format � ;;, �r �J LOAD CASE(S) Standard 1)Floor:Lumberincrease=1.00,Platelncrease=1.00 Uniform Loads(pl� Vert:13-2D=-21,1-12=-104 '�� i Concentrated Loads(Ib) � �,��fi3 � Vert',2=-400(F) �1�, (,I ST�,j�•� ��' �`5'�C)7\z h��`'C> March 20,2012 S7'S#-"A(�N[-1dcr:;��dr�e:qn�rar;�rra��;s rasc!iCF�I?t.�C�TE.�C#iN T�i7'�z"LIdP)i�Y'b U�J'�,'�tVff'i'�{Ft�F'�,Tifit'��'�isE 1r7fI-"Id"T.&�f`C)`ic�'�P�. •�•• Desigr.valid for�se only with M7ek connectoa.This qesign is based only upon paramefers shown,ond is for an indiv�dual ouilding component '� .�� i Appiicability of desgn paramefers and oroper incorporation of comooneni is responsibility of building designer not irus;desgnec Bracinc shown �, is for laieral suppon of individual web members oniy. Additional temporary bracing to insure staoifity dunng consrruction is tne responsioillity ot ihe ��, ��q^�� ereaor. Addifional permanent brncing of ihe overal�sirudure ls ihe�esponsi'nility a ihe building deslaner.Fo:aenerol guldance regarding � @ �� fobncaiion,cuality control,siorage,del�rvery,ereciior ond bracing,consult ANSI/TPIi Quality CrXeria,�SB-89 and BCSI Building Component i 7777 Greenoack Lane.Suite 109 i Safefy tnformation avqilable om Truss Plat Institu�e 781 N Lee Str +,Suite 312 Alexanana �A 223i4. �i Citrus Heiqhts.CA.°So10 i;aL s.kip i,:ine ��a..��;Es�n�e er r.�apa....art�.� s�i � c�si�+�a[,�,,:•�ea>h��e e�:,rk v t�tf`?:4£'�_�r�L��c�•U�v;a,ae�'ks; SF€�. =�,...-�._. . ---- . .. - - --- ---- ----- - - ----- Job Truss Trus=_Type Qf� I�P�Y i � • R34281597 IW?203D06r �F10 iFLGOR ',1 �� 1 �� I Job Reference(optfooaq I T�e Truss Co.i Tri-County Truss, Sumner WA/Eugene OR i Buriington WA 7.340 s Feb 16 2012 MiTek Industries,Inc. Mon Mar 19 16:40:07 2012 °age 1 I D:BiEzB_4V5w4a�itEarO DoSzRmuG-Q N i_25yxWEXyNYB Wx8R W?sx31 LFDfY.YF_F I EcCzZHgc 0-1-8 p_g.p _ 'I-11-12 1-3� 0-A,8 -�. ' Scale=1-aC,7 2x4 I� 2xd �I 1.Sx4= 1.5x4 = 4x12= 3x6 FP= 3x6= 6xfi= 3x6 II 3x6 II 6a8= 3x6= 4x12 = 4x6= 1.Sx4= 1 2 3 4 5 6 7 B 9 10 11 12 �'�� ,I� / I II W' i�I It 23 I P 22 19 tE 17 16 15 13 4xb= 4x12= 4x5= 4x5= 4x14= 3x6 FP= 4x10= 4x4= I � 22-1 C-4 .__22-1�1-12 24-6-0 22-10-4 Qi-8 1 0-4 � Piate Offsets(X,Y): [7:0-3-0,0-0-0],[12:0-1-8,Edge],[13:Edge,0-1-5],[14 0-3-QEdge],[17:0-1-8.Edge],[18:0-1-8,Edge],(20:Edge,0-1-8],[21:0-1-8,0-0-12],[22:0-1-8 � — --- — �0-0-12L[23:0-1-8.0-0-12] -- -- , —__ — __ ----- --- — -- — --- LOADING (ps� I SPACING 2-0-0 CSI I DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40A Plates Increase 1.00 li TC 0.45 , Vert(LL) -0.42 17-18 >648 480 MT20 185/148 TCDL 10.0 i, Lumberincrease 1.00 ' BC 0.89 Vert(TL) -0.74 18-�9 >367 360 , BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.15 �4 n/a Na I 'i BCDL 10.0 �I Code IRC2009lTPI2007 ' (Matrix) _ I Weight:1 i 3 Ib FT=0%F,0%E r — — — — � LUMBER BRACING TOP CHORD 2x4 HF 1650F 1.SE(flat) TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins, BOT CHORD 2x4 HF SS(flat)'ExcepY except end verticals. i 13-15:2x4 HF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 HFlSPF Stud/STD(flat)'ExcepY 6-0-0 oc bracing:13-14. 2-20,10-14,2-19,10-16:2x4 HF No.2(flat) REACTIONS (Ib/size) 20=1326/D-3-8 (min.0-1-8),14=1970/0-3-8 (min.0-1-8) Max Grev 20=1347(LC 2),14=1970(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-22=-457/0,22-23=-457/0,12-23=-457/0,2-3=-3998/0,3�=-3998/Q 4-5=-4001/0, 5-6=-5784/0,6-7=-5784/0,7-8=-5784/0,8-9=-3904/0,9-10=-3901/0,10-11=0l473 BOT CHORD 19-20=0/2300,18-19=0l5215,17-18=0(5784,16-17=0/5153,15-16=0/2169, 14-15=0/2169,13-14=-473/0 ; WEBS 11-14=-667(0,2-20=-2591/0,10-14=-2606/0,2-19=0/1927,10-16=0/2012, 5-19=-1368/0,8-16=-1437/0,5-18=-47/1039,8-17=0/1174,6-18=-381/50, i 7-17=�31/0,11-13=0/650 i NOTES (8) � 1)Unbalanced floor live loads have been considered for this design. E 2)This truss is designed in accordance with the 2009 Internationai Residential Code sections R502.11.1 and R802.10.2 and � referenced standard ANSI/TPI 1. 3)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 Ib down at 24-3-12 on top chord. The desigNselection of such connection device(s)is the responsibility of others. ��r 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �,� G`�'.�Sf �� 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. �1�� __ � � j:......�, ` {� LOAD CASE(S) Standard � 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pl� ' �^^' Vert:13-20=-20, 1-12=-100 Concentrated Loads(Ib) �� ''� Vert:12=-400(F) � �, 4E��. � � �k� f%,e '�'�I:S7'��-�1 .�'�,�I�?�f�L�`h`��4 March 20,2012 i�tj.@F'a'r�P�-�et•z�d�.zyqngrzr��czrrret�can��Jldt�T°rSC?Fi�3Rd:iS�f_)TNC'L€�I��T)h7a7'k..�: '!.fi'F"�R�iNC,".e??�Ci�E:fiq'i�-T4i:��3EPt7`�.,'EtTSE. �� a r �.. Jesign volid tor use only wiih Miiek connedors.Thls design i=basea only upon parameters shown.and is(or on inqividual building comaonent �, Appllcability of desion parameters and proper incorporaiion of componenl is responsibility oi building designer-not iruss designer.Brocine shown , Is tor laieral su�porl of individual web members onry. Additional iemporary bracine io insure slabilify aunng constructlon Is}h=responsibillity of thz � °r erecior. Additlonai p�rman>nt bracing ot the overal!siructure i�ihe responsibility of ihe building deslgner.For general auidance regarding ��e��`y°� fabncation,quclity rontroL storoge,deliv=ry,ereciion ond bracing,consufl pNSI/TPI7 Quality Crn�eria,QSB-89 and BCSI Buitding Component I 777"%Greenoack Lane,Suite 109 I Safety Informe.fion avoilable rrom Truss Piate Insntute,781 N Lee Srreet Suiie 3 2 Al=xandna VA 223 4 i Citrus heionts,Ch,°5610 � 1�5:�:t:t7e°r =ii�e��Y cr SF��i runl .:r��,a�.��i.:l.� �eseear:�..,fz�ara;,.se e��c4 v�t�it:�C',2 a,i;LS��v,r�r�g��eC 4ax SP�E. ! i ro -- - ,.. ... . . — --- --— — -— ---- ---- —._.--- — Joo-- — —Truss TrussType 'QtY ��1' , , R342�1�98 I\'d1203006F �r11 'IFLOOR 'S I 1 ' ', ' ,Job Reference(opttonal) The Truss Co./Tri-County Truss, Sumner WA/Eugene OR/Burlington WA 7.340 s Feb 16 2012 MiTek Industries,Inc. Mon Mar 19 16 40:09 2012 Page 1 ID:BiEzB 4VSw4aCitEarODoSzRmuG-I�11qkTn_62sngcslv2ZT_4H1RJ9y_DSeYRZnKh5zZHga a�-e 2-G-0 � 1_g� � 0-1,6 .. . Sca�e=1'.37.8 p 2x4 II 3x6= Zyq II 1.Sx4 = 4x'12= 3x6 FP= 6x6= 3x6 II 3x6 II 6x6= 3x6= 4xi2 = i.5x4= 1 2 3 4 5 6 7 B ., 10 11 t 9 I� 20 y �i 4il � ; �`�� , �7 16 15 14 13 9x8= 4zi2 = 4x5= 4x5 = 3x1�MTiBH FP= 4x12= 4x8= � 1.Sx�SP= 4k u � 4 22-9� 22-9� Plate Offsets(X Y): [?0-3-0,0-0-0].[11:0-1-8.Edge] [12:Edge.0-1-8] [15:0-1-8,Edge] f16:0-1-8 Edae] [18:Edge.0-1-8]. 19:0-1-8.0-0-12],[20:0-1-8.0-0-12] � LOADING (ps� SPACING 2-0-0 CSI I DEFL in (loc) I/defl L!d PLATES GRIP TCLL 40A Plates Increase 1.00 , TC 0.38 Vert(LL) -0 41 15-16 >606 480 MT20 185/148 TCDL 10.0 Lumber increase 1.00 � BC 0.81 Vert(TL) -073 16-17 >371 360 MT18H 185/148 BCLL 0 0 Rep Stress Incr YES WB 0J1 Horz(TL) 0.15 12 nia nia BCDL 10.0 Code IRC2009lTPI2007 (Matrix) ', I Weight:104 Ib FT=0°/F,0%E LUMBER BRACING TOP CHORD 2x4 HF 1650F 1.5E(flat) TOP CHORD Structural wood sneathing directly applied or 6-0-0 oc purlins, € BOT CHORD 2x4 HF SS(flat) except end verticals. f WEBS 2x4 HF/SPF Stud/STD(flat)'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. � 10-12,2-18,10-13,2-17:2x4 HF No2(flat) REACTIONS (Ib/size) 18=1345/0-2-12 (min.0-1-5),12=1345/0-3-8 (min.0-1-8) I I FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 2-3=-3990/0,3-4=-3990/0,4-5=-3993/0,5-6=-5773/0,6-7=-5773/0,7-8=-5773/0,8-9=-3993/0,9-10=-3990/0 i BOT CHORD 17-18=0/2296, 16-17=0/5203,15-16=0/5773,14-15=0/5203,13-14=0/5203,12-13=0/2296 WEBS 10-12=-2586/0,2-18=-2586/0,10-13=0/1923,2-17=0/1923,8-13=-1363/0,5-17=-1363/0,8-15=0/1027, 5-16=0/1027,7-15=-375/17,6-16=-375/17 NOTES (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless othenvise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 4)This truss is designed in accordance with the 2009 Internationai Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3�Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)All dimensions given in feet-inches-sixteenths(FFIISS)format. ! LOAD CASE(S) Standard (l �71..1�Jd'�t � ��:�,�'.,A ��G' ,.� �- � �' -� r �„ � �,�', `�`�'CxIS1'Es`�'1� "'�w ��j«?�AL�r'��'� March 20.2012 I WB�:Is[dRFG-17e�^z,ft;�rzr_.i_9n pat°.am��rs tmd 12�7}IsK�T�fi C3$d i7i15 AAr{�TN�'L EJi3EiZ?NE`7'f K�i"r.F'�f.".e P�.t",�E h7'tl T��P',��'Ft)t"ZE tfS�. I Design valid for use only wiih MRek connectorz.This design ls based only upon parameters showr�,ana i_for an individval building component li Applicabiiity of design poramefers and proper incorporation of comoonent is resoonsibility of building designer-no1 truss designer Bracinc snowr� i is for latzral support of individual web members only. Addiiional iemoorary bracing to insure stability during construction is ihe resaonsibillity of}he ' ��p = eredor. Ndditionai oermaneni bracinc of the overall siru_ture Is the responsibiliiv o`.ihe b�ildinc desian=r."ror g=nera!auidance re�ardina �i r� fpbncaiion,quafity control s�orao=,delivery,erection and bracing,consult kNSI/TPI'Quaiity Grveria,DSB-8Y and BCSI Buiiding Component �I 777i Greenback Lane,Suiie 109 Safety Information avatlable irom Truts Plate msritute,781 N Lee Street Suite 3� Aloxandna VA 2?314 �'�, Citrus Heiohis,CA.45610 i ;�n�;he.i. 'ii�e{w a•SG��';trn..er i:��e€.€^r�ci,z�a .�.sxn':s��:;�e��rr ih�st erge..se(r�t.�:'£�5��},t�LS��.e�p°��*vs�1 trq°SF:E, ,iab--- iruss 7russType i�ry iPly ��. . ' R342S15a9 ' IVv^2p300oF =12 �GABLE �I 1 ' ' I Job Reference(optional) – — I The Truss Co./Tri-County Truss Sumner WA/Eugene OR/Burfington WA 7.340 s Feb 16 2012 MiTek lodustries,Inc. IJ�on Mar 19 16:4Q:09 2012 Page 1 ID:BiEzB 4V5w4aCitEarODo5zR muG-MiqkTn_B2snacslv2ZT_4H1V998GDd5YRZnKh5zZHga s�ae=i:is.z B[ 1 3x3 II 21.5x4 I�:� 31Sx4 II 41.5x4 II 51.Sx4 II 61.Sx4 II ]3x3 II M1 i I i I � il II I + I � ' � � � � � y � � � >:�� i ��;>'�' Y� �'��X�� xv�;X?'T�', 'Xx� >'� X�' x.xy . X T �� --- 14 13 12 11 10 9 B � 3x3 II ',.Sx4 II 1.Sx4 fl 15x4 II 15z4 II 1.Sx4 II 3x3 I�� 1�-0 2-B-0 4-D-0 5-4-0 6-8-0 8-2-A _ 1-4-0 � 1-4.0 1-4-C ' 1-4-0 ' 1�-0 1-6-E � LOADWG (ps� SPACING 2-0-0 I CSI i DEFL in (loc) I/defl L/d I PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC O.G7 ' Vert(LL) n!a - n!a 999 MT2C 185/148 ' TCDL 10.0 Lumber Increase 1.00 II BC O.C2 ' Vert(`L) nla - n!a 999 d 6��L 0.0 Rep Stress Incr YES � WB 0.04 Horz(TL) 0.00 8 n!a n/a I BCDL 10.0 Code IRC2009/TPI2007 (Matrix) I Weight:32 Ib FT=0°/F,0%E -- _– --_ --- LUMBER BRACING TOP CHORD 2x4 HF No2(flat) TOP CHORD Structural wood sheathing directly applieo or 6-0-0 oc purlins, BOT CHORD 2x4 HF No2(flat) except end verticals, WEBS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF/SPF Stud/STD(flat) REACTIONS All bearings 8-2-8. ? (Ib)- Max Grav All reactions 250 Ib or less atjoint(s)14,8, 13,12,11,10,9 ' FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (7) � 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). ` 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and � referenced standard ANSI/TPI 1. ! 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I 7)All dimensions given in feet-inches-sixteenths(FFIISS)format. i LOAD CASE(S} Standard (� �J�}C}��' , ��t�� U�G� �.`�' '% . �� °G � :�' � �,�,46 � �... .�, ctsrc�'�-�' � ti�, ��IC}Psr A L�� March 20,2012 � G'��3':Rtf?�C: lic-r•st�i,=de-ssxan gr�ar-,zm�ters exnc,"k��?RK�t�"E`S C3,ri�3"'rII��dN�'.,Ud'sE1114177'�XK��".�I'�G�h7'a1 TdT�?�3.�.�"�i,2�7.�5�. ' "'•� r Design valid'ro;use only wiih MiTek connectors.Tnis aesign is based only upon oaram>tea snown.ana Is for an individual builaing compon=nt. ', Applicabiliiy ol aesign parametea and prope�incorpor�iion of compon=nf is resoonsibiiity of builtiing designer-not truss dengner.Bracing showr� , is for latewl support of individual w=b membez only. Aadiiional iemporary oracing ic inwre stability dunng consiruction is th=responsibillity o:ine . g� y� erector.Addifional permanent bradng ot fhe overall structure ls ihe responsibility of tne building desipner.For penerol auldance r=gardlno . s��k��t°c lobncalion,qualitp conirol,siorage,de!iv=ry,erection anc bracing,cons�li AN51/TP11 Quality CrBeria,DSE-84 and BCSI Bui{ding Component '� 77;;-�r enback_ane,Suite 1�9 Saiety information availabl�from iruss�°iare Institui 7fi1 N.Lee Str eL Suite 312 Ai,.xandno VA 22314 �� Citras tieights,CA,35610 i`�o�i>l��;x7'ui;�r'�i� SF�r ..rn!��r�s��r„�.i,;�: �`a�n„si�r,*.�.,�egnr*it,.�ec"euk�et,°��s,,{;2�irNLS�,.�p'�G+�:=seu1�33Pt�. � v.,_.�..�w...w,..,.�.,....�. — --- — – - -- -- -- -- Job Truss 7russT;oe IQty 'Piy I R34281&00 !W'2Q3006F �r=13 �iFLOOR �1 � � I I Joo Reference(optional) _ The Truss Ca/Tri-County Truss, Sumner WA/Euaen°OR i Burfington WH 7.340 s Feb 16 2012 MiTek Industries,Inc. Mon Mar 19 16 40:1 G 2012 Page i ID:BiEz6 4V5w4aCitEarODoSzRmuG-qx06g7?pp9vXE0t5cN_DdUZcJZHyzIigDWuDXzZHgZ G->42 �—}— 2-2-14 i r—5—� ,�Z Scale=t 24.6 6x6= 3x3= 1.5x4 II 3x4= 1.5x4 II 3x3- 3x3 li Sx7= 3x3 II 1 2 3 4 5 6 7 8 9 1 % = � d I� �w I / � �� _ � , „ ,4 2 4x12- 3x6= Sxi�_ 4x6- 6-3-12, 11-10-12 �`'-�'$ , 0-3-12 11-7-0 _ _ 3-1-12 Plate Offsets(X.Y) [10:Ed eA-1-8_ _ __ — _ ___ --- �-- - LOADING (psf� SPACING 2-0-0 j CSI � DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 ', Vert(LL) -0 13 11-12 >999 480 MT20 185/148 TCDL 10.0 I Lumber Increase 1.00 BC 0.89 Vert(TL) -029 11-12 >605 360 BCLL 0.0 �' Rep Stress Incr NO 'I WB 0.49 Horz(TL) 0.01 10 n!a Na BCDL 10.0 ' Code IRC2009/TPI2007 I (Matrix) Weight:65 Ib FT=0%F,0%E _ --- -- — LUMBER BRACING TOP CHORD 2x4 HF No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 HF No2(flat) except end verticais. � WEBS 2x4 HF/SPF Stud/STD(flat)'Except' BOT CHORD Rigid ceiling directly applied or�0-0-0 oc bracing. 1-13,8-11:2x4 HF No.2(flaf) REACTIONS (Ib/size) 10=1249/0-3-8 (min.0-1-8),1=973l0-3-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1465/0,2-3=-1462/0,3-4=-1462/0,4-5=-2853/D,5-6=-2853/0,6-7=-2389/0,7-8=-2398/0 BOT CHORD 12-13=0/2356,11-'12=0/2829,10-11=0/1245 j WEBS 7-11=-667/0, 1-13=0/1682,4-13=-1042/0,4-12=0/578,6-11=-510/0,8-11=0/1532,8-10=-1706/0 NOTES (8) j 1)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. � 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5)CAUTION;Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentreted load(s)470 Ib down at 11-10-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)fn the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)AII dimensions given in feet-inches-sbcteenths(FFIISS)format. LOAD CASE(S) Standard 1)Floor Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pl� VeR:10-14=-20,1-9=-100 Sd(}��t � Concentrated Loads Qb) � , ,� �G, Vert:7=-470(F) ft��;� ,� � 'L�'; � �� G. �'�;4Ci�+98 l, ` �o cr�s�'�,�-�� `1'�C)?`�?IIJ�r`�'�. March 20,2012 �,L`��:.�k(fNv L'ertifi�rlr cer�n p.ar°semefers c:rc�'Ts6gi?h5:k7°�CDN TH3�,�Rr�J IFICLU��La�VTf1;EK d�."�.`F�:N(,".e PgC'rE hF11-74Y��3EFCtS�'�°tf�. ' � r� Design valid for use only wiih Miiek connedors.Tnis design Is basec onh�upon porameterz shown,and is for an individual ouilding componeni. �I, �-�� Appiicability of d=sign parametea and pro�.�er incorporaiion of componenf is responsibility of building d=siane�-not iruss d=signec Bracing shown �.. Is for lateral supaod of individual weo members onry. Hdditlonal iemporary brocing to insur=stability dunna consiruction is th�resoocsibiility oi ihe ' °g° erector. Additionci oermanen?bracing of fie overal�.srructu�e is the responsioility o`the build'mc designe�-For qeneral guldance r=parding ��E C�� faoncation,quali}y conirol,siorog=,aei�very,ere�tion ano bracing,consuY AkSI/TPI7 Gtuolity CrNeria,DSB-85 and BCSi Building C.omponent '��, �77-�r=en�acic ane.Suite 709 Safety Informaiion avatloble from Truss°ioie Insmute 781� Lee Stre � S�iie 31� Alexanano VN 22314 '�, Citms Heiaht=,�F,95510 �,;,t,�:,he�i�uir�e t.. � a�:�i�sn�W er��M;�e..�,i�..;.:°� ��zs��r,=.,sE�.,,��r?tl se e.:er:= .Ge-c;;:Li°12�,kLS�cr u°�i�t��krg�SPI�. � - -- .� .... . . �.. . . . ......... . . �rr rri-----_ ...,.. . ..0 �,. ..,.,.�..__ _.. ._.,......r...� — — — -- --Y— _ __ __.. — --- �Job � Truss �TrussType ��Q1 P�' I • • i� R34281601 IVJ1203005r Iri4 iFLOOR 1 , 1 ', ' ,Job Reference(optional) ' The Truss Cc.i Tri-County Truss: Sumner WA(Euoene OR/Buriingtor WA 7.340 s Feb 16 2012 MiTek Industries,Inc Mon Mar 19 16 40:11 2012 Page 1 ID:BiEzB 4V5w4aCitEarODo5zRmuG-J8xUuTORaT1QsASIA_VS9i61rclAhVkrutGR!_zZHgY 1-iD-0 � 3x3 I� 2 3x3= 3 3x3 II Scale=1�.1 G 7 I I I I I I I I I � iI � � 5. 3x6- 3x6— 4-2-0 4-2-0 LOADING (ps� S°ACING 2-0-0 CSI DEFL in Qoc) I/defl L/d li PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) �.00 5 "" 480 I MT20 185/148 TCDL 10.0 ' Lumber Increase i.00 BC 0.38 Vert(TL) -0.12 4-5 >379 300 BCLL 0.0 Rep Stress Incr NO WB 0.16 ' Horz(TL) 0.00 4 n!a n/a � BCDL 10.0 ', Code IRC2009/TP12007 , (Matrix) Weight 19 Ib FT=0%F,0°/E - — --- - LUMBER BRACING TOP CHORD 2x4 HF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, BOT CHORD 2x4 HF No2(flat) except end verticals. WEBS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5=470/0-3-8 (min.0-1-8),4=470/D-3-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. I BOT CHORD 45=0/465 WEBS 2-5=-536/0,2-4=-536/0 NOTES (5) 1)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 2)"Semi-rigid pitchbreaks with fixed heels"Member end fixiiy model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-D oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 5)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pl� Vert:4-5=-20,1-3=-220(F=-120) i C}�t'�' O l. i�m'.4S�i�i��G� � 0➢ c;� � I � � �, 4659 �� , ; �� 'e;t;sr�.�- fi �� ; -S'�}��'��I.��•,�' � i j March 20,2012 I ti&�.X1ZRR`r-17�r�;g�rr%r�xqng*�r°nmefesscuad "Fc£;A' DAiCi�.fiC3N7i3IS�te?f.31XC:L€.�i)�G'1kYiI��:F._,F�r:�dt::�.PA�E67'iI3�S73I3£f't)a2;�I�E. }�� Design valid for use only witn Miiek conneclorz.Tnis desian is based only upon parameters shown,and Is for an individual building componert. . ++�-�--�-!� Appiicability o`design parameters and proper incorporafion of component is responsibility of building design=r-not}russ designer.8racing shown �,jr�.r,� is for laieral suo�ort of individual web members only. Additional temporary bracing io insure slability aurino consrruciion is ihe responsibillii��of the . erector. Additional psrmanent bracina or ine overqll structure ls the responsibility o'ihe buildino desicne�.=or oeneral guidance re?arding . � ,-. fooncoilon,quality control,storaae,deiivery,erection and bracing,consuli qNSI/TPI7 Quaiity CrBeria,�SB-89 and BC51 Building Component !� -„�"reenoaok Lane;Suite 1�9 Sateh•InFormation avoilable irom irus=.Piar Instituie 781 N i -Siree Suiie 312 4lexandnc VA 22 14 �� Citrus Heights,CF„�5510 � 9 ;�c��5r�. r��ne,'; n 5Pui t�ain;;er¢��-„�e ttre�l,*h�a§ sset..;,�,i _�a.�th se e,tr„ti;.f('r��<:�t=",2,�r AL�i-�u�°praGs�,e�L�;'SRe�, ' _T,,.�.�.�.�.�.� �� Truss - -- 'TrussType '�ty iPly� � • R342816C2 I IWi2C3005F F`,5 �GABLE �' ', 1 I Job Reference(optionaq i The Truss Co./Tri-County Truss, Sumner WA i Eugene OR/Burimgton WA i.340 s Feb 16 2012 MiTek Industries,Inc. Mon Ma�19 16 40:11 2012 Page t ID:BiEzE 4V5w4aCitEarODo5zRmuG-J8xUuTORaT10sASIA_VS9i6qozqmhW2rutGRl_zZHgY 0-3-12 0.1�8 5cale=1�24.5 3x3= 3x6 I'�. 1 2 � 4 5 6 7 8 9 10 it 12 1314 1 �� I �I � � � � I IIr � I1I � ' SUPPORT '� IJ � - � i y�: >_ x, �.>�� - h.>:, y ',7_x Y >.7=.T...,>�a >. >_ Y >.X Y , x X ��: 7> >J� >.� -h /�. "�� 27 26 Y 25) 24 23 22 21 20 19 iB 17 16 15 3x6 FP= 3x5= C3-12 1-4-0 2-B-0 ,3-2-72 � 4-0-0 5-4-0 6-8-0 8-D-0 9-d-0 10-8-0 12-0-0 13-4-0 14-8-0 75-0-6 G-3-12 1-G-0 ' 1-4-0 '0-6-72 ' 0-9-4 ' 1-4-0 ' t-4-0 1-4-0 1-4-0 1-4-0 ' 13-0 � i-4-0_ 1-4-0 -4-8 _ Plate Otfsets(X.Y): [28:0-1-8,0-0-12] ____ _ __ LOADING (ps� i SPACING 2-0-0 , CS� ' DEFL in Qoc) Udefl Ud II PLATES GRIP TCLL 40A ' Plates Increase 1.00 �I �C 0.19 ' Vert(LL) -0.03 1 Nr 120 MT20 185/148 TCDL 10A ' Lumber Incroase 1.00 I BC 0.02 ' Vert(TL) -0.04 1 Nr 90 '' BCLL 0.0 Rep Stress incr YES i WB 0.07 Horz(TL) -0.00 15 n!a n/a li BCDL 10A Code IRC2009/TPI2007 ', (Matrix) I Weight.55 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 HF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 HF No.2(flat) except end verticals. WEBS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IOTHERS 2x4 HF/SPF Stud/STD(flat) � REACTIONS Atl bearings 15-G-8. � Qb)- Max Grav All reactions 250 Ib or less at joint(s)27,15,25,24,23,21,20,19,18,17, 16 except � 26=294(LC 1) FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WcBS 2-26=-268/D NOTES (9) 1)All plates are 1.Sx4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-40 oc. 5)This truss is designed in accordance with the 2009 Internationaf Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard i SC30,�r � O i �� ' �I�'�G� �� `�� .'{'. j i ti �G� � j ��',r�,��'C>d:SI`E��'�� , �`��v AL��``�� March 20,2012 i �F+�i�'14C�7NT"r I°er�a�a�iejn p�r°¢rrr�ters csn4'�)�i�C C�i�7�°1S AIJ�IZe?t:LU1)EL>>Mf3'�^`�'ItKF'�C.'r P�trE frTi1 TG�S I3�°�3RE tk�'E. ! �� Design vatid for use only witn MRek connecrorz.i his design is based only upon parameiers shown,ana is for an indrvidual builaing component. I Applicability of desigr.parameters and prop=r incorporation oi component is responsibilitv of building designer-not iruss designer.Bracing shown � is for I�fer�i suoport of inaividual web members only. Additlonal 1=mporary bracing to insure staoility durino consiruciion is tne responsibillity oi the ��g��,„° erecior. Additional permonent bracina of ihe overal�structure Is ihe responsibiliiy of ih=building d°signer.For oener�l guidonce regordinc , S @�t faorication,quality control.storoge,deiivery,erection and bro^_ing,cons��lt ANSI/iPlt Quality Cr'rferin,DSB-84 and 6C51 6uilding Gomponent i 77%7 GrNenbecY.Lane.Swte 109 Saiety inFormation available from lruss?iate instRUie,781 N Le_St ,Suire 312 Alexandna VA 22314 i, Ciirus Height=_,CH.°56�0 i,y��il��r�>¢�Te t�°��SF�;;�et,i�G�r 6��t e�ati..�,�.,�„s�_t�.:=,�,4e�ar�e Et:�sQ e.r.^; e t a c°k'?�12�;°�aL.�r•p��,^�..�ee�f 4�s SP��. - IJob -- — T�,�S� --- ,Truss iype -- iQty —��Y — - --- — • ' P.3428'ioC3 itNi203�05= '�F16 iFLOOR ;2 � � ' I �Job Reference(optional) The Truss CcJ 7ri-County Truss, Sumner WA/Eugene OR!Burimgton WA 7.340 s Feb 16 2012 MiTek Industries,inc. Mon Mar 19 16 40:12 2012 Page 1 ID:BiEz6 4VSw4aCitEarODoSzRmuG-nKVt5o03Ln9FTJ0Uji0hivf_bM5wQt7_7X??HQzZHgX 0-3-12 , � 2-p_p 0-B-0 , 2-6-0 "-6-72 � 2-1-8 0-_8 �. Scale=1�24.6 1.5x4 II 6x6= 3x3= 3x3 I��. 3x5= 1.5x4 II 1.5x4 �� 3x4= 1.Sx4= 1 2 3 3x3- 4 5 fi 7 8 9 I II II � 17 I 1�i � '�, � : � � � � �� 6 % 16 15 13 12 11 3x4= 3z3= 3x6 FP= 3r4= 3x0= 3x6= I 0.3-i2 3-2-72 15-D�8— 0'-i-72 2-11A .__ 11-9-12 ____ __ _Plate Offsets(X.Y): [11 0-1-8 Edge] [12:0-1-8,Edge].[17:0-1-8.0-0-12] ____ _ LOADING (ps� SPACWG 2-0-0 CSI DEFL in (loc) I/defl Ud�TES GRIP TCLL 40.0 ' Plates Increase 1.00 TC 025 ' Vert(LL) -0.07 10-11 >999 480 �I MT20 185/148 TCDL 10.D ' Lumber increase 1.00 I BC 0.28 , Vert(TL) -021 10-11 >680 360 BCLL OA I Rep Stress Incr YES � WB 0.47 Horz(TL) 0.01 10 nra nia ! BCDL 10.0 , _ Code IRC2009/TPI2007 I (Matrix) — � Weight:66 Ib FT=0°roF,C%E �_ LUMBER BRACING TOP CHORD 2x4 HF SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF 2400F 2.OE(flat) except end verticals. WEBS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15. i REACTIONS Qblsize) 1=-59/0-3-8 (min.0-1-8),14=1172/0-3-8 (min.0-1-8),10=633/0-3-8 (min.0-1-8) � Max Uplift 1=-175(LC 3) Max Grav 1=179(LC 5),14=1235(LC 4),10=634(LC 3) FORCES (Ib)-Max.Comp./Max Ten.-All forces 250 Qb)or less except when shown. i TOP CHORD 1-2=-133/397,2-3=-129/397,3-4=-38/676,4-5=-36/681,5-6=-1252/0,6-7=-1252/0,7-8=-1252/0 � BOT CHORD 14-15=-397/129,13-14=0/655,12-13=0/655,11-12=0/1252,10-11=0/839 WEBS 1-15=-470/153,3-15=-16/293,8-10=-979/0,5-14=-1241/0,8-11=0/469,5-12=D/679,3-14=-514/0 NOTES (8) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 175 Ib uplift at joint 1. 3)This truss is designed in accordance with the 20�9 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap belween inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 7)CAUTION;Do not erect truss backwards. 8)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard �} SC3{Jl�r �� iE��'A t� G' ,� ''- `�"n;, ;-;" ~'� .o ��'�� '�;S�`GR�� ' �' ��"� �`'��1V I3T.�9:; March 20,2012 4t�6Ji%Zltt�-lieri�r drs:qn pxt°�melc+s rard�2�I�CY�1"E.0 CI�N i"HISeStiTF�l�d'C:I.UZ?�;ZJ 1r1I7�F:F�FEa2r.N('..�P�Cr�Cr�°t7-?+€7�E3��3zti�tIS�'. "'�• D°sign valid ior us=only wdr M7ek conn=doa.Thls design is based oNy upon parameters shown,and is for an individual building component � Appiicability of desian parameters and oroper incoroorotion of component is responsibiliiy ot building designer-not}russ desianec Bracing snown , is for latera�.support of individual web members only. A�ditional temporary bracina to insure stability auring construcflon is fhe responsibillify of the �,�p��°q-�,�^ erecior. Addifional permanen}bracing ot the overall stru;ture is the�esoonsibility o:tne buiidino desioner.Por g=neral quidance regarding . �� fabncaiion,quality conirol,storage,delivery,eredion cnd oracing,consuY ANSi�?PIt Quality Criteria,�SB-89 and BCSi Building Component �. i7i i Greenoaa:Lane.Suile 109 Safefy Informafior availcble trom Truss Plate Inshni_,781 N Lee oireet Sune 3 2 Awxandna VA 22314. �� Citrus Heights,CN,°5c'10 i°;n;;_h� r riEip r�Y tr•S��,i:arn�er ss�,a.s�t7.;°_;.:he€s:sictr==.q,,�,.s ar��I<_�e eE e..s>e Es�EF":�{"�2�;��:LSC a �r�:.,;�cse�b4 Sfi�F. ' � — - �.,..^ _ � Job Truss ITruss Type ',�ty I°ly ' � • �� '� � '� , �34281604 , '1�J12G300or iF17 IFLOOR �4 � ' , ' �� Job Reference(optional) _ The Truss Co./Tri-County Truss, Sumner WA/Eugene OR/Buriington WA 7.340 s Feb 16 2012 MiTek Industries,Inc. Mon Mar 19 16 40:13 2012 °age 1 ID:BiEzB 4VSw4aCitEarODoSzRmuG-FW3FI81i64H55TbgH?XwF7B6BmLK9Lr8WIBIYqszZHgW D-1-8 ��_Sy 0 1-B 'r-;. �— 2�-0 � - soa=,:zo.o isxa I�, is:a I��. 1.Sx4 = 1.Sz4 I''� 1.5x4 II 1.5z4= 1 z3x5= 3 q 53x5= 6 � 11 �� II i I � � � � i m r 1 � � x6= 9 8 3x4- 3x4— 3xfi= 12-2� r— 12-2� _ � Piate Offs�ts(X.Y): [LEdge.0-0-12].[8:0-1-8,Edge] [9:0-1-8,Edge].[11:0-1-8.0-0-12 12_0-1-8 0-0-121 _ _ __ -- _- - — --� - LOADWG (ps� I� SPACING 2-0-0 i CSI �I DEFL in (loc) I/defl L/d � PLATES GRIP TCLL 4G D Plates Increase 1.00 ', TC 0.39 Vert(LL) -0.13 9-10 >999 480 MT20 185/148 TCDL 10A Lumber Increase 1.00 i BC 0.65 Vert(TL) -0.36 9-10 >39S 360 � BCLL 0.0 Rep Stress Incr YES ! WB oA4 Horz(TL) 0.03 7 n!a n!a BCDL 10A Code IRC2009/TPl2007 (Matrix) Weight:50 Ib FT=0%F,Q%E — — - - -- -- — LUMBER BRACING TOP CHORD 2x4 HF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 HF No2(flat) except end verticals. WEBS 2x4 HF/SPF Stud/STD(flat) BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc brecing. REACTIONS (Ib/size) 10=710/D-1-12 (min.0-1-8),7=710/0-5-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1580/0,3-4=-1580/0,4-5=-1580/0 BOT CHORD 9-10=0/1085,8-9=0/1580,7-8=0/1085 WEBS 5-7=-1219/0,2-10=-1219/0,5-8=0/635,2-9=0/635 NOTES (6) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)10. 3)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.�and R802.102 and referenced standard ANSI/TPI 1. 4)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walis at their outer ends or restrained by other means. 6)AII dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard i I � S�O,�r r ��'.�5��J�G' I tr,h w Jl~� I � � i � � � � . � �C��. �� '�� 'clr.s�•c��` �' r�' �y� i ��NAL�,`:, � March 20,2012 �. �°�� ' GG'�I?I.XING-b'er�ifc,�ct�:zqn ps:zt-¢Frce�ers cmc.?ac�:&i3 t�Ca',�C Citd 2"FITS�tJ�J IXC'�,t�'Jf�L)d4FtT Et��'�',ETxfP��C?�1F1'i)7d?2€�°(3I2E U"�s..�. •,�.d. �� Design valid ior us�only with Miiek connectors.This aesign is based only upon parameYers shown,and Is for an individual building compenent. . ^^�.. j Aoplicability o!design par�m=terz and prooer incorporafion ot romponeni is responsibility of building d=signer-not iruss designer.Bracing shown �. 3`.'� Is for lot�ral su oori of individual web members onl Addiiional tem ora brocin to insure stabilii tlunn onsrruction is ihe responsiblllit oi ihe ��°�� p Y� P �Y' 9 Y 9� Y .. i ere�to. Addifiona!permanent oracin�o'r ih=overall structure is the responsibildv o`the buildina desianer For q=neral guidance r=aardin9 '�� fa5ncaiion,ouolity control,storage,o=iivery rection ard bracinc. ors�P� A1 S!/Tpi1 Qualily GrRena,�SB•69 and BCSI Buildmg Gomponen} �7 r_enneck Lane,Suiie 1Q9 I i Safety Iniwmatlon available frorc Truss°Iate I�sfdute,781 N Lee Siree,Suire 31 A xanana Vh 12314 I �itr�s HeYghfs.CA,95610 J i I !'ac�u;k�e°r�ine r� R SF�;��n�E�er�s�p:�e�.s�ie�, ��+e°s�s=ctr2��E;�er�r�:h�..,e,,.�:;<e tbu.�t.�f"92 sr nLS��^�'c,�a�esi trx Sf�EE. I �.�� ...�� - -- --- - --------- — 1 ;PiY - —' , job , Truss 7russ ivo= �'y , � �� R342E5605 �I IVJ52C3�05r IF`i8 'GAB�� I�1 '' "1 ' I � �Job Reference(optlonap The�russ CoJ Tri-County Truss, Sumner WA/Eugene OR 1 Eurlington\NA 7.340 s Feb 16 2012 MiTek industries,Inc. Mon Mar 19 16:40:14 2012 Page'i ID:BiEzB 4VSw4aCitEarODoSZRmuG-jjddWU2KtOPyjdAtr739nKkMNArgumGHbrUSMIzZHgV c-s-s � Scale=1�.3�.0 6x9= 3x5= 3x5- 3x5= 1 2 3 4 5 6 7 33 8 9 10 11 12 13 14 15 16 1 � � — � J � � i�^ �J ,, ., LJ I I� I -'I i �rll ; l� L,I " � i � _ _ _ _ � . . . . . . . ., .. . >. . �r >. � > '�:I >. Y .. Y. 'Y ? Y a.v � )� >- > ? ) > )`, Y• X �: .� >. ?�. �Y � XI Y Y. �' �. X X �i >. �: 7 � . � ): . - 32 31 30 29 28 27 26 25 24 23 22 21 20 19 78 17 5x7- 3x4- 3x5= 3x4 = i j 1�-0 i 2-8-0 <-0-� 5-4-0 � 6-5-0 8-5-0 9-4-0 70-8-C 12-0-0 13-4-� _ 14-8-0 1'-O-D 17-4-0 18-6-0 � �r ��_p �. �y_� I �y-0 � 1-4-0 � 1-d-0 1_5-4 0-10-12} 1-4-D I 1-4-0 1-0-0 ' 1-4-0 1-4-0 1-4-0 t-2-0 i Plate Offsets(X Y): [16 0-2-8 0-1-0] � --� -- - i - ---- —, - —�.--'-- — ! LOADING (ps� SPACING 2-0-0 I CSI ' DEFL in (loc) I/defl Ud �li PLATES GRIP TCLL 40.0 Plates Increase 1.OG I TC 0.11 ', Vert(LL) Na - n/a 999 i NT20 185/�48 TCDL 10A ' Lumber Increzse 1.00 � BC 0.01 ' Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) -0.00 19 n/a n!a � BCDL 10.0 � Code IRC20�9/TPI2007 (Matrix) Weight: 133 Ib FT=0% — — LUMBER BRACING � TOP CHORD 2x4 DF 2400F 2.OE TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purfins, BOT CHORD 2x4 HF No.2 except end verticals. i WEBS 2x4 HF/SPF Stud/STD'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-32:2x6 DF 2400F 2.OE OTHERS 2x4 HF/SPF Stud/STD I i REACTIONS Ali bearings 18-6-0. (Ib)- Max Grav All reactions 250 Ib or less atjoint(s)17 except 32=14900(LC 1),26=3487(LC 1),31=906(LC 1), 30=1222(LC 1),29=1280(LC 1),28=1225(LC 1),27=1356(LC 1),25=422(LC 1),24=572(LC 1),23=588(LC 1), 22=584(LC 1),21=581(LC 1),19=603(LC 1),18=521(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. � WEBS 8-26=-3458/0,2-31=-881/0,3-30=-1195/Q 5-29=-1253/0,6-28=-1200/0, 7-27=-1323/0,9-25=-404/0,10-24=-544/0,11-23=-561/0,12-22=-557/0, 13-21=-554/0,14-19=-577/0,15-18=-487/Q 1-32=-14894/0 NOTES (12) 1)Special connection required to distribute web loads equally between all piies. 2)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-2 rows staggered at 0-2-0 oc,Except member 32-1 2x4-2 rows staggered at 0-2-0 oc,2x6-3 ' rows staggered at 0-2-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply � to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i 4)All plates are 1.Sx4 MT20 unless othenvise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss is designed in accordance with the 2009 Internationai Residential Code sections R502.11.1 and R802.10.2 and �� S��Q��% � referenced standard ANSIlTPI 1. , 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � t�j��' Ft1;�,. G' 9)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ��' �= - ��, I Strongbacks to be attached to walls at their outer ends or restrained by other means. ti ' 10)CAUTION,Do not erect truss backwards. ''� j � 11)Hanger(s)or other connection device(s)shall be provided sufffcient to support concentrated load(s)15040 Ib down at 0-5-8,and 3346 Ib down at 8-5-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)All dimensions given in feet-inches-sixteenths(FFIISS)format. � "� f �, ��lJ�� 4;>. LOAD CASE(Sy Standard �� IS1'E'��' 1)Fiooc Lumber Increase=1.00,Pfate Increase=1.00 �SS, ti��, Uniform Loads(pl� �C}jyi t�jJ�T" VeR:17�2=-20,1-2=-100,2-33=926(F=-826),9-33=-100,9-16=418(F=-318) Continued on page 2 March 20,2�'�2 � � I M'�itA1fG-4 cr-jy dr_j:i�r��sur�am�ers tuac{3aF�.D Prdfi2�`�C}Ii�Tffi1S AN�ItVC'LUZ��I?�1lT�Y F:EF�iEFs�i"E P��FS14TiI T4P�F3EF'(si2E�r'SE. � � Desi�n valid ior use oniy witn Miiek connectoa.This design is based only upon parameters shown,and h for an individual building comaonent. '�. � Appfcability of desian parameters and proper incorporation of componeni is responsibiliN of building designer-not irvss d=signer.Bracinc snown �i is for latera�.support of individual web members only. Addiiional temporary bracing io insure stability during construciion is tn=responsibillity of ihe �, ,,,� I erecior. Additionol permanent bracinc of ine overall siructure Is ihe responsoili}y o;tne building d2signer.For general guidance regarding I � � � i fabncotion,quality control,storog�,deiivery,eredion and brocing,cor.suH ANSI/iPil Quality CrHeria,�SB-8°a�d BCSI Building Companent �'� 7'7�Greenback Lane,Suite 1D5 i Sai'ey�nfermabon avoilabte from Truss Plate Insinute 78 N Lee Stree} Suite 312 Alexandna V4 22314 Cttrus Heiahts,CH,956�0 , i�'�.r,aa,b��.�� ,:ir,K�v n-"v�'r.��+ �sr��er=��aa,s:itr,.�?ww�aw.rrt?�s� s..s�trv Yt°r��.e e;.e,^t<r_�",t�2't 1�?�.i�t_Tii,c.,nt'Srs��.�S i3s�SPt�r. � ,�� 'Tr�ss 7russType - --Qty iPty -- -- -- �� ; R3�2816C5 j ��Wi203006r IF18 �I�ABLE �� , � ��Job Reference(o tionaq The Truss CoJ Tri-County Truss, Sumner WA i Eugene OR!Budington WA 7.340 s Feb 16 2012 MiTek fndustnes:Inc. Nion Mar 19 16 4C 14 2012 Pag�2 ID:BiEzB 4VSw4aCitEarODcSzRmuG-jjddWU2KtOPyjdAtr?39nKkMNArgumGHbrU5lvllzZHgV LOAD CASE(S) Standard Concentrated Loads Qb) Vert:1=-15040(F)8=-3346(F) i ''';� S � I I _ ------ --- _ _ I ' i I i I I 4�:'�3-:�£N'.a-Y er�,n`ex ri�.zr�n g��rcrm��rs canu-�"'n:A�I?�C)TES C}i?+��IS�tad�IIYt'LtT=r3�)��'it�..�`�'d;RETi�{`�Y3tFE R�fJ-a 4 i':�&�FCil2��7�E. �' I I2' �Desigr valid ior use oniy witn Miiek conneciors.Tnis design IS based only upon oarameters snown,and is for an inaividual buildin�component. ', �� Applicability of desiqn par�meters and proper incorporation of component is resaor,sibiliry of builqing designeo-no1 truss designer.Bracinc snown i Is for laterai suoaori of individual web members only. AddiSonal temporary brocing ic Insure stabflity durinq consiruction is the responsiblllity ot ihe �� E � erectoc AddiYionai permanenl bracing o`tne overall siruciure is ihe responsibility of the building designer.ror gensrol auidance regardln� � i�.,k��,*'��i fabncation,quality conirol.srorage,aelivery,ereciior�and orocing.consult ANSI,�PfI QuallYy GiTeriq DSB•89 and BCSI Bvilding Component �� 7-�;Greenoack Lan=,Suit>105 Safety Information avadable from Tru.Piate Inshtu?e 787 Iv.Le=Street,Suite 3 2,Alexar�dna V4�2314 ' Gtms Heiants,CA,356'10 I v�u�t�e:� �irar�.•7 SP�¢,�r��=,�s ,�,��,P..� :�s��e�tt��=.,-f�e,ara fh�se e'ieaiE e tdbt.;ifts92�r,•i:!�:ie:��gai�c�esi 4s_:SF`�E. i , . - --- -------� � , �o D � � � � � li �W Z a rn D r � � r I � ` � D rn � � o o D � ' ' �° -' � � ^i ��p m � � �„� Z D X t„ G - r ; I I � � I J " � r .p. ~ ry n I � C>>G�O7p-°Z � D rn � �. w D � o `^ � � rnQQ Q � ° ''�_ � � Q Qa�.�� n a � � �.� �cono' o- Z � a � O �(4 p �4 O Q C �C � -+.O 6� G� 3 0� � �p Q (� � N CD � T� � P Q D�O (� D Q'�O Q � � Q Q � -. 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