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2556 R6 Truss Specs 30-00-00 j I � u I �L>.>�-.a..«...�;Y..=F-eA i _'�_I" I`...:� : I� . __ � \ II 'U IIU �IV U IIU U IU IU liU U IIIU ,cNj IIC] Illc�) IIiU �,U \ I I I � ��, I I ��I �I I� �. I ' , ,� �', � I I I� I , Isn zl I \ � � I � I� , , � � i �' �i , i I, � �� , ' I'�, ' � I ' � � � , - ,_ _ � ,I, , � '� '� li ' I ,� I >� ' ', �� , � _ � ,- � � � � � � � � � � �� I � �� i, G � II� �I I I 4' i � � � � � � < a i � I s� �� II I � � II � �) � I�i �, � � i � i � I I � . � '�� !I �_ � °� � � � % ' � o� i � ,; � � a - � � i i � I � � I i � , � i � � I � � I � � I � � � � � I - I I sn z ��I � � , i � �'�� . il �' I I `\ 'ii I' I I I ; i I, II � , I�� ; il V,, � � � ; I � II i . � � � I I i � i � : I � I �� '� � i I il � �I �I�I � � �� I � � � ; �I il � � i � �� i I ' " � I i � , � � � � � .I ROOF TRUSS LAYOUT �� . �� ,' � ��- �', DESIGN LOADING(25-8J)PSP @ 24"O.C. �� I I u � I �g I �°z ,.,� Ilio Ig , � : . . __!I�__ II � �... ..- -- � -- ...g2 ��.I WIND 85 MPH EXPOSURE"B" ; I� . _ I� A1 .. i . .` ._ ! * ��-� I � B� . i I ALL DIMENSIONS ARE IN: I�, n� ° _ o °ql�li �j' q�-��--- ��.. . . B� � o�� Feet-Inches-Sixteenths(FF-II-SS) - - a� o QI ��,.,, A_ .5112 I»`_� -� 6112 ----._.. 6112 ..-e� y:�.li� ° /TRIANG�E DENOTES LEFT END , - f OF STAMPED TkU55 DRAWINGS II ai i - �----�.__ } A1 _ _ cw�m.., -_ 4 ' I B� � TACOMA PEOPLE BLDRS. i 1 op oo_.�I'� A i_- . --�� ,.. ,m� � e i � 2556 R 5 e-oo-oo zz-oo-0o � theT1lIISSco. '�,z.k.�a.,Geoff Waifs�� . —...._ �- . . _. _ eui.Uix�x�e�+s.x�. t. � ,.n W. . ._ .I� �oe Num'e� .�'�.N.T.S.' �, I�1/24/13 �-��'��'�°��a^`e�;�t.. ._ . .�� C�� . ._ :___..�__d�___w_.��. _ ��IVED MAR 1 X 2013 '�Y: �� ■ R� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: 2556R5 ROOF Fax 9161676-1909 TACOMA PEOPLE BLDRS./2556 R-5/RMW 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• R35811330 thru R35811338 My license renewal date for the state of Washington is August 1,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ��t,f�Tt1Vt;; �,\�.`j� ��:a5r�r,lf.f� ..` ,4:.,�'sr=�' 1 f�. �C� �, N fl } � ��,. � r� tt��`'�;`� 1 ��:- �� ;_ ,, .. January 24,2013 Tingey,Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSi/TPI 1. --- _ -_ _ ------ - - --- - -_ - Job Tn,ss Tn,ss Type nry P�y TACOMA PEOPLE BLDRS./2556 R-5/RMW R35811330 2556R5_ROOF A GABLE �� I � ,1ob Reference(optional) �_ -- _- --_ - - _ --- — --- --- - The Truss Co./Tri-County Truss, Sumner WA/Eugene OR/Burliriyton WA 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 24 15:41:42 2013 Page 1 ID_Qe UtPHns?C2P7TSsC496kzs861-a?KJRa8MTSbDSymcEcSyT73vLreaZoHmopNh?4zs4?7 -�-o-o _--___.. . -- —__._ _3-lao __ ._— -- --�-1La f- �_ao-.. _. �io o - � o i a Swle=1:Y.9 1 Ss1 I I 3 15x4 II 1 Sr4 I I 5.00 12 / 15x4 II � / i sxa I I �� % z ; oI , � . __ - _-- —� :--- � � _ _-- 7.Sza II 15ua II 15xa II t.5x1 II a - 15x4 II h4 — -- _ _ - -- -— --- Job Truss Truss Type Qty Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW T R35811331 2556R5_ROOF A1 - IMONO TRUSS 6 � ,lob Reference(optional) - � _ - —- - -- --- - -- -- --— The Truss Col Tri-County Truss, Sumner WA I Eugene OR I Burlinyton WA 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 24 15:41:42 2013 Page 1 ID:Qe UtPHns?C2P7TSsC496kzsB61-a?KJRa8MTSbDSymcEcSyl73vLreaZoHmopNh?4zs4?7 �-o-� _. .-- �-- --._. .��_o-o—_ .. _---- --- --- �t�a I--i_ao + . .._ ._. ._ �-iao � ai-a Swle=1:25.9 1 s.4 I I 3 500�12 � / / / � % �/ % / ji // 2 /� m � ° _ — 0 1 — __. -_.... _ ._ .._.—_ .__.._.. 4 1 Sx4 I I 3K4= 7-71-8 � _ ._-_ .._._...__.__-_ —_. _.__... ._..-- -- . —._ 7_1 8 __ _. . _ LOADING (ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Inaease 1.15 TC 0.87 Vert(LL) 0.00 2 "" 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.23 2-4 >393 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(TL) 0.00 4 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:24 Ib FT=16% LUMBER BRAC�NG TOP CHORD 2x4 HF 1650F 1.5E TOP CHORD Strudural wood sheathing dlredly applied or 2-2-0 oc purlins, BOT CHORD 2x4 HF No.2 except end verticais. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling dirediy applied or ta0-0 oc bracing. IMiTek recommends thal Stabilizers and required cross I bracing be installed during truss eredion,in accordance with �Stabilizer Installation quide. _ __ _ REACTIONS (Ib/size) 2=388/0-3-8 (min.0.1-8),4=301/0-1-8 (min.61-8) Max Horz 2=102(LC 3) Max Uplift 2=-63(LC 4),4=43(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (8) 1)Wind:ASCE 7-05;85mph(3-second gust);TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.Ii;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end veRical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will frt between the bottom chord and any other members. 3)Bearing at joint(s)4 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connedion(by others)of truss to bearing plate at joint(s)4. 5)Provide mechanical connedion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. 6)This truss is designed in accordance with the 2009 Intemational Residential Code seclions R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)All dimensions given in feet-inches-si�cteenihs(FFIISS)format. LOAD CASE(S) Standard �1FiR�i.-, Q,''t,� Cf, ��`��` .'� L- `�� _�� v� �`• r ,.� NT�rr . }� � �>�w -'� .;;t;��Fct�,%'��' ��'S�t�;l'�1:.E''s'`�,y January 24,2013 �S&!AP.MNC��Yerife�dese<fre�auram:�tex:s�ts�tt RP•A.t}N()77' t�N i Fi14 ANP PNCLtTI)1;l7 M7'XY?K RP,F)sl2E;Nf`is"7'At I.�'PIf�74�7.3 fS£'1"C)IYF C3,.riF.;. �� Devgn valid for use only wifh MTek connectors.This design is bas d nly i F:on parameters shown,and is for an indrv dual build ng componeni. Applicabiliiy of design paramefers and prope�incorpaafion of componei�.t is responsibility of building designer-nof iruss designer B�acing shown is for late�al suppoii of individual web members only.Additional temporrny bracing fo insure siability duiing consfrurtion is ihe responsibilliiy of ihe �A��'£° erec}ar.Additional permaneni bracing of}he overall sfrucfure is the respr,nslbility of}he building designer.For geneial guidance regarding 4YI R fabncotion.quolity coniroi,sforoge,delivery,eredion and brocing,ce�nsi.�.� ANSI/TPII Quality Criteria.DSB-89 ond BCSI Building Componeni 7777 Greenback Lane,Suite 109 Saf ty I f r ati a alabl F Trusz PI t In htute 781 N Lee St t 5 i�e ll2 AI nd ia VA 22314 Cdrus Heights,CP„95610 It'_��.h.rr I'i, .�x�i��(r_-rl. h ci,�bic,a5� - ---_. J, 1'��[�t, f,taL;(.:i _ _. — -- —_ __ _ _ — -- -- �ob Tr�ss rtiss Ty�E Qty Piy TACOMA PEOPLE BLDRS./2556 R-5/RMW -- 2556R5_ROOF �B �GABLE �� R35811332 _ ___ � Job Reference o tional) _. --_.. - -- -.__ ---- ---- � � ------- -- -- The Truss CoJ Tri-County Truss, Sumner WA/Eugene OR/Bw linyton WA 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Jan 24 15:41:44 2013 Page 1 IO:Qe UtPHns?C2P7TSsC496kzs661-WOS3rG9d?4ncKGw?L1VQW9Q4fMN1hR3G7so3us4?5 i o a s-e-s._ 71-0,_0___ . ts-3_�i_ .zz-o-o_ zs o 0 F�=o o—_-_. _.__ s e e _.....- -�_ . . ._ sa-m —--f --.._ . s a io _.__. .....t -5_8_5 --I i-o-o 3�.. Scale=1:414 11 12 10 \ 13 � \ \ B/ 11 600�12 .� ��..� 15 6 /�1].I.. 16 ] 5 // 17 � 18 � � 19 .� \ � z '/�I�l_/ /X . -- \p �,Io ._ � ; — � __ — � � � -- X G _ 36 � � � ]1��1�� Zfi 25 . 2�1! � 3x5_- 3a5� 3�F 39 37 33 32 31 30 2928 21 23 22 5-8-6 11 0-0 163_11 22-D-0 F. ._.._..._ �e� ---......._--+- ----.._-5-3-io_--- -�- _. . . s-aii �---_.. ___- 5_&5 - —._.__� . ... . - ----..._ _..--- - __..-- ----.. Plate Offsets x v� _ ��i;o_z_s EdgeL_Lz_aao,aa� LOADING (PS{� SPACING 2-0.0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.02 35 >999 360 MT20 185/148 TCDL 8A Lumber Increase 1.15 BC 0.17 Vert(TL) -0_04 35 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 20 n/a n/a BCDL 7.0 Code IRC2009/TPI20D7 (Matrix) Weight:113 ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing diredly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10.0.0 oc bracing. OTHERS 2x4 HF Stud I MiTek recommends that Stabilizers and required uoss I bracing be installed during truss eredion,in accordance with LStabilizer installation.guide= REACTIONS All bearings 3-6-0 except(jt=length)31=7-0-0,30=7-0-0,32=7-0-0,33=7-0-0,28=7-0-0,27=7-0-0. (Ib)- Max Horz 2=56(LC 5) Max Uplift All upirft 100 Ib or less at joint(s)2,33,37,38,27,23,22,20 except 32=-127(LC 1), 28=-127(LC 1) Max Grav All readions 250 Ib or less atjoint(s)2,31,30,32,38,28,22,20 except 33=414(�C 9),37=408(LC 1),27=414(LC 10),23=408(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (11) 1)Unbalanced roof�ive loads have heen considered forthis design. 2)Wind:ASCE 7-05;85mph(3-second gust);TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gabie end zone;cantilever left and right exposed;end veRical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 4)Ail plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any olher live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangie 3-6-0 tall by 2-0-0 wide will fR between the bottom chord and any other members. 8)Provide mechanical connedion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,33,37,38, 27,23,22,20 except(jt=1b)32=127,28=127. 9)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. r„`,\n�x�_ � Jf, 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixdymodel was used in the analysis and design of this truss. Q� `�t.E', 'J 11)All dimensions given in feet-inches-sixteenths(FRISS)format. \•,;- r. ' '{, i J LOAD CASE(S) Standard �a`�?� '1� 1 1 � �'h� r �t)� 6 �� '"� �f ` � ,t�, t%iSTI�iL`" �', �,�`S��t);\'rl�,F�`l� January 24,2013 WAA.M1VtF ftrn;(tt rx'r�,c<Jre��ru-csmrtc�r��s ranc#:flC,�.FT NCITL',S(?ai�-iT33dfi ANP 7D:L']tJd7FsL7 IrItTY-K dtFl�E�AZ.PIt C'PAGf3 A�7-747�fit".PXll2f:I7573. �� Devgn valid for use only with Mi7ek canne t rs.This design is based only upon pa�amefers shown,and is for an indivfdual buiiding componeni. Appl cabil ty of des gn parameters and proper incorporahon of componenf s responsib I fy of 6uilding des gner not irvss designer.eracing shown is for lateral support af individual web members only. Additional temporary bracing fo insure stability dunng consiruction is the responsibillify of ihe p A C��`,�>� erecta.Addltionol permaneni bracing of fhe ove�all sirucfure is fhe responsibility of ihe building designer.For general guidance rega�ding LYI K. fnbricafion,quolity confrol,storage,delivery.erecfion ond bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BG51 Buiiding Component 7777 Green6ack Lane,Suite 109 Saf ty I fortnat I�bl f Crvss Plote In ttute 781 N I ee St 1 Suite 312 AI and a VA 22314 _ C�inis Heights,CP,95fi10 ' I �?` x,�_rnPli _, , .,,: _- . �_� . ii+.ri. u.b'� .r.. .. , .. - :�_ .. �1'1 ':JS_L�,rt.dl'ti a-�. .>. � `-_.:. __ � r s,• ___ _ _ _ _ _ - _ - - _ _ Job Truss Truss Type (]ry Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW � R35811333 2556R5_ROOF I61 FINK �6 1 Job Reference(o [ip onal�_.___ --_ _-- --� --- ---- - - - ._— --. ._- - --- -- The Truss Co./Tri-County Truss, Sumner WA I Eugene OR/Burlington WA 7.350 s Sep 26 2012 MiTek Industries,Ina Thu Jan 24 15:41:45 2013 Page t I D�Qe_UtPHns?C2P7TSsC496kzsB61-_a0S3cAFm NzoyPV BvkOfSm hYb2dCm60C VnbLcPzs4?4 1 0 0 5��8-6_ ___. 11-0-0 __16-3-11 22-0-0 ..... 23-0.0 F=i_o=�-- �— 5..8_6 -- --f--_. ..__.--s 3 io�- —.�.___---- -- 5_3_t0� ---_.f- -.._._.s a s --� I i_o_o I a�a- s�ie=tn.� 4 � \\\ 6.00�2 j� \ t.5z<\\ /j 15zd// 3 5 � / 2 / �\\` �/�_. ": : - — _-� ---- -- -- _�� _— - --- — -- - _ _ — - _ V10 11 9 8 3r5= 3.4 �.. 3t5= 3x1-= 3x5= 141'i-7 _._.. Z2-�_� ____ ---�-- -----�-�io -- -___...{— ---._------ ---_ _--- -— F �-aia � �-ss LOADING (ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0.14 8-10 >999 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.46 Vert(TL) -0.22 8-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 6 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:80 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudural wood sheathing directly applied or 4-2-7 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be instalied during truss eredion,in accordance with Stabilizer Installation auide_ --- _ _- — -- - REACTIONS (Ib/size) 2=983/0-5-8 (min.a1-10),6=983/0-5-8 (min.0-1-10) Max Horz 2=56(LC 5) Max Uplift 2=-111(LC 5),6=111(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1570/134,3-4=1375/147,4-5=1374/147,�6=-1569/134 BOT CHORD 2-10=-109/1314,1a11=12/889,9-11=12/889,5-9=-12/889,6-8=-53/1313 WEBS �10=-322/126,4-10=55/512,4-8=55/511,5-8=-322/126 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph(3-second gust);TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has 6een designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0.0 wide will fil between the bottom chord and any other members,with BCDL=7.Opsf. 5)Provide mechanical connedion(6y others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 2=111,6=111. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sedions R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 8)All dimensions given in feet-inches-sixteenths(FFIISS)(ormat. LOAD CASE(S) Standard �.�E:,R�+. o,`'` -- �C' Q'� ��4 1,, .�_ � �f� a+;' rl a�, �1 �1 � � � t�l' � ,� . �-',t' ��`t%t�T};i�j'' �c`', f° `�-------� � -,SS��t1;V;l l.Y'��} January 24,2013 WRT?NINtF Uc�3�t:j43 r.s+vi<frr��axrazrn.�t;er5�xx+d R£r4t7 atlf�7f SOiY 77id5 61d73 TNCLFFDF,.i.7 3r�iTLIS RP.�'E127,NC-I�f ACF.b117-747t3 fSE�"C)IEG I15� �� Design valid for use only wifh M7ek connectors This design is based o �y upon parameters shown,and is(or an�nd vidual building component. Applica6ility of des gn parame�ers and proper mcoipaation of component is respons bili}y oF building des gner not ir�ss designer.Bracing shown is for lateral suppai of individual weh members on�y.Addifionol temporary bracing to insure sfability during construdion is ihe responsibilliiy of ihe �}p�� ectoc Additional permanent 6racing of fhe overall siructure is ihe responsibilify of fhe building designer.For general guidance regarding �YI I fab� of ,qu I fy irol 1 age d I ery t o d br o q It AN51/TPII Q Idy C"fen DSB 89 a d eC51 6uild g C mponent 7777 Greenback I_ane,Suite 109 Saf ty I f ti n v Ic�t>I f T PI t In f�tute 781 N Lee St f S �t 312 AI xand ia VA 77314 Citrtis Hei9hts CA,95610 ma If nu h�r��Fir_ =:; "::°_� ,, :i�__l �.! ,iiin , ., ._..^ .c , - ..g �Uri� ��tU9 i rALS�,[> rc�:_:� < _. -- - -. _ _--- - - __ - - Job Truss Truss Type Qty Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW �2556R5 ROOF �B2 Common Trt,iss � R35811334 � _ . . � Job Reference(optional�__ —__._ ._- �--- -------- �-- --... _- The Truss CoJ Tn-County Truss, Sumner WA/Eugene OR/Buriirn��ton WA 7.350 s Sep 26 2012 MiTek Industries,Inc Thu Jan 24 15:41:47 2013 Page 1 ID:Qe UtPHns?C2P7TSsC496kzsB61-xzBCUICVI?DWBjeaW27ABnmMsCHEsUy54Sglzs4?2 4-1-13_ 7-6-15 11-0-� 1_4-52__ _ 17-10-3 22-0-0 � _— a i-ia _"__I_— a s i _ {_. a si __ i_ _—_a s i �__ ��1 �__ __ a i ia —__ I sxaMnen II swie=ta.i 4 4.+i�% // \� �� 4i5� 600�2 3/ � 5 / / \\ �x5 i / \ 4v5� � 6 \� �\ � � � \, � ' , � � - ---_ -- - - � nr�__ _ — __n� . --- �r�__ 1�1_� _ _ n�_-- �n- � �a .. 11 13 15 1z 16 1] �� 18 10 19 99x8- p g 21 6x10MT18H i TH026 3il II THD26 Hx8= THDZ6 ��1z__ 6r8MT18H TH026 3x] II 6z1�MT18H� TH�Z6 THD26 THD26 Tf1026 TH026 TH026 4-1-13_ _ 7J'i15 _ 11-0-0 .. __14 5 2____ ___._17-103_� _ 2?0_0_ _.i ...__' . _-__. _...'__.- ~- 4-i-13 I 3-5 1. ...+ 3-51 _3-5_1._ 3 S1_... ... _______ 4-i-13 Plate Offsets(X,Y): [1:0-3 8,0-3-0],[2:0-1-4,0-2-0],(3:0-1-12,0.1-8j,[5:0-1-12,a1-8],[6:0-1 4,0-2-0],[7:0.3-7,Q3-0],[8:0-4-12,0-1-8],[9:0.3-8,0.4-12],[12:0-3-8,0-4-12], L 3:0-4 12,0-1-8] LOADING (ps� SPACING 2-0-0 CSI OEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Inuease 1.15 TC 0.85 Vert(LL) -026 11-12 >995 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.46 11-12 >566 240 MT18H 185/148 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.14 7 n/a n/a BCDL 7.0 Code IRC2009/TP12007 (Mafix) Weight:240 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.OE TOP CHORD Strudural wood sheathing diredly applied or 2-9-12 oc purlins. BOT CHORD 2x6 DF 2400F 2.OE BOT CHORD Rigid ceiling dirediy applied or 10-0.0 oc bracing. WEBS 2x4 HF Stud'Except' 4-11:2x4 HF 1650F 1.SE WEDGE Left:2x4 SYP No.3,Right:2x4 SYP Na.3 REACTIONS (Ib/size) 1=9814/0-5-8 (min.0.4-14),7=9899/0-5-8 (min.0-4-15) Max Horz 1=-48(LC 3) Max Uplift 1=-833(LC 5),7=841(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less ezcept when shown. TOP CHORD 1-2=-18377l1562,2-3=15158/1306,3-4=11798/1041,45=11798/1041, 5-6=-15190/1308,6-7=18423/1566 BOT CHORD 1-14=-1386/16161,1�14=-1386/16161,1 3-1 5=1 386/1 61 61,12-15=-1386/16161, 1 2-1 6=-1 1 26/1 3525,1E17=-1126/13525,11-1 7=-1 1 26/1 3525,11-18=1091/13553, 10.18=-1091/13553,10-19=-1091/13553,9-19=1091l13553,9-2 0=1 344/1 61 99, 8-20=-1344/16199,8-21=-1344/16199,7-21=-1 344/1 61 99 WEBS 4-11=870/10198,5-11=4528/436,5-9=387/4698,G9=-3120/307,6-8=-249/3292, 311=-4485/433,3-12=383/4652,2-12=3109/306,2-13=247/3273 NOTES (13) 1)2-ply truss to be conneded togetherwith 10d(0.131"x3")nails as Follows: Top chords connected as follows:2x4-1 row at a4-0 oc. Bottom chords conneded as follows:2x6-2 rows staggered at 0-5-0 oc. We6s conneded as follows:2x4-1 row at 0-9-0 oc. 2j All loads are considered equally applied to all plies,except if notecf as front(F)or back(B)face in the LOAD CASE(S)sedion.Ply to ply connedions have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �;1�'EZ�• �y 3)Unbalanced roof live loads have 6een considered for this design. Q*r-�''� l, �.r;�'� 4)Wind:ASCE 7-05;SSmph(3second gust);TCDL=4.8psf;BCDL=d2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable , i> t1 t�. a' end zone;cantilever left and right exposed;end veRical left and right exposed;Lum6er DOL=1.33 plate grip DOL=1.33 ��, .i� 5)All plates are MT20 plates unless otherwise indicated. � I, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � 7)'This truss has 6een designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. \ J/ 8)Provide mechanical connedion(by others)of truss to bearing plale capable of withstanding 100 Ib uplrft at joint(s)except(jt=1b) � \ '�� f ��„� 1=833,7=841. r�\,��,� ti� )6Y,�� ,,�� 9)This truss is designed in accordance with the 2009 Intemational Residential Code sedions R502.11.1 and R802.102 and f�. ��C" referenced standard ANS�fTPI t "�� 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. rt�:\`rk'.,Y-`>. 11)Use USP THD26(With 16d nails into Girder 8 NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.staAing at 2-0-12 from the left end to 20.0.12 to conned truss(es)C2(1 ply 2x4 HF) to back face of bottom chord. ddtlt6iU�8dib�9��where hanger is in contad with lumber. .�8�U2fy 24,2013 td?dP.IdIN+:f V�.ri jir r.t.^.;v<�*sa�C;arrtrn�cx�«az<t PT,AD NL)7Y S(�N e�7l74.$NI7]NL"T.tT£)I;}l CrI37Y�7�72I�F k;T�'I.^IC'k'F f.�.(f.b2TF�7473 f3X"f'tiR.7•.'i7St.-:. �� D ig valid for u only with M�7ek conn f rs.This design is based only upon pa omefers shown,and is for an ndi idual bullding componeni Appi cability of d_s gn parameters and proper inmrporaf on of component is iesponsibilify of 6uilding dei gner not truss designer eracing shown is far la}eral support of individuol web members only. Additional iemporaiy bracing to insure stability dunng cans}r�c}ian is fhe responsibi�lity of ihe ��I'7'' erectar.Additionai permanenf bracing of ihe overall structure is fhe responsibili�y of fhe building designer.For general guidance�egarding 1VI�l�.�� fab i i n qu I fy irol, 1 g del v ry riion ond br ing i AN51/iPl l Q I�ty Cnt r DSB 89 a d 6CSI 8 dd g G mponent 777�Green6a k L ane Su 109 Saf ty I t f labl f Truss PI ie I I tu{e 781 N I.e�SI t S,le 312 AI nd a VA 22314 Citn�s HeighiscCP,,956�pite I` ., ,i�[r,Pti . > :..�:::. .--:�, , i�,i, h�,( :i� ., .-�._2 `t 11�1.,.. ,.L� . `-' _ � - _ __._ __- - -- -- - Job Truss Truss Type �ty Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW I R35811334 2556R5_ROOF 82 �Common Tr,�ss I1 �- 2 � .__ , _ Job Reference(o tional ----— _._ _..._ _ ------ -� - -- --_ ..- ----_ The Truss CoJ Tri-County Truss, Sumner WA/Eugene OR/8wling*on WA 7.350 s Sep 26 2012 MiTek industries,Inc. Thu Jan 24 15�41:47 2013 Page 2 ID:Qe UtPHns?C2P7TSsC496kzs861-xzBCUICVI?DWBjea0927ABnmMsCHEsUy54Sglzs4?2 13)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Unrfonn Loads(pl� Vert:1-4=66,4-7=66,1-7=-14 Concentrated Loads(Ib) Vert:8=1799(B)13=1799(B)14=-1799(B)15=1799(B)16=1799(B)17=-1799(B)18=-1799(B)19=1799(B)20=-1799(B)21=-1799(B) WdRloiitlG� iTcrrf;r#�?r.�.t�n�;arexm.-t,c,e-�<xr�ctf�'1;4.€)Nt)7Ys"�(?�7 f3.31S.AN13 th�CLFTCJk17 t�13'iYs'KREFI;RF.htt`FT f'Ati�17XI'1473 1£PPC9I'�iEL1t3fi. �� Design val'd fo u nly wifh M7ek conn i r This design¢6ased anly upon paramefers shown,and¢for an indrv du I building componeni Apphcab�l�fy of des gn parameters ond proper incorporairon of componer.f is responsibilNy of 6uilding designer not iruss designer Brac�ng shown is for lateral suppai of individual web members only. Additional fempnrary bracing to insure stabilify du�ing consiruction is ihe responsibillity of ihe p�q��^ eredar.Additional permaneni bracing of ihe overall sfructure is ihe responsibilify of ihe buildfng designer.For general guidance regarding iYf fobricofion,quolity con}rol,sforage,delivery,erection and brocing,consi�ll ANSI/TPII puolify Criferia,DS8-89 and BCSI Building Companent 7777 Green6ack Lane,Suite 109 Safety Inl mat v 1 bl f m Trvss PI t I 1-tute 781 N L e St �t S�i le 312 AI xa dna VA 27314 Cdrus Heights,CF,,95610 ii_�uu�n�_¢i.Pi� r:.;. ��.� �atird. ht.i�, 1,7� � ., :.., «-:i �U,i��'.U1,1�,�€°r� . .- 'oz_..__.__ . _ _..------_ . __. . E ,:; _ _- - -- -- - - Job Truss Truss Type Qry Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW R35811335 2556R5_ROOF C GABLE �1 � 1 f Job Reference(optionalj_ C_._- - ---... _- --._ - -� � _..-- The Truss CoJ Tri-Counry Truss, Sumner WA/Eugene OR/Burlirn:7�on Wq 7.350 s Sep 26 2012 MiTek Industnes,Inc. Thu Jan 24 15:41�.50 2013 Page 1 ID:Qe UtPHns?C2P7TSsC496kzs661-LYpL6JE0awb42BN9iHcqopPTH3PEROuye2J6Hdzs4?? 71-0 p. 7-3-3 13_10-10 20�-0 27-1� 33-8-73 41-0-0 2_0.0 5-0.0I..____ - 73-3_ --�__ 67fi- . { _..._ _67E _._ .�_.__. _.-6-7� ..__.� _.6-76 _ ._._{- -_.7-3-3 �1-00 Swle=1:69.3 3x6=_ 1� 18 19 2� S.W 12 16 15 \ 21 14 � �j 23 12 ;.. 24 11 � � ?5 3z6� �� 3v6� B 9 �z� �B `9 � 6 31 5 � d ll .. _ .._.._ � .�.. ...__ ��1L�1_--_... ..- 3 34 ` � - _ .. _ . _. �� Io � _ _ _ _ ' _ _ � ��. . P��1�n�� . .. _ . . - - ` - ` -- as aa a7 - �,_ 3a5- 65 64 62 61 b0 59 58 5� �55 SA 53 52 51 50 46 65 � 13 42 <1 40 39 39 3� 36 Sr5 WFi-�- Sv5 WB--- 7-33 14-3-0 22-11-9 ..31-7-14 41-0.0 F_ _7_3_3 ..�_- 7_0_1 � _- _.e_8_5_--- -_ ..1_ _._ae s __' ._-�- __- 9�_2 _ ".- -{ --��-- � . _- -- - -.__._ _---- ---. .- ___._ - - ��-- _Plate Offset�XaY�. 8:a2-11,Ed e 18.0_3-0 Edqe1•L8_0-2 11 Edg��45;0-2-8,0-0-4],(56.0-2-8 0-0 4]_ IOADING �Ps� SPACING 2-0.0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.11 VeR(LL) -0.01 48 >999 360 MT20 185/148 TCDL 8.0 Lumber Inaease 1.15 BC 0.14 Vert(TL) -0.03 48 >999 240 BCLL 0.0 ' Rep Stress Incr YES 4VB 0.15 Horz(TL) 0.01 34 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:256 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudural wood sheathing diredly applied or 6-6 0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or EO-0 oc bracing. OTHERS 2x4 HF Stud'Except' WEBS 1 Row at midpt 17-51,19-50 17-51,1&50,16-52,1�53,20-49,21-48:2x4 HF No2 MiTek recommends that Stabilizers and required cross bracing be installed dunng truss eredion,in accordance with Stabilizer installation qwde __ __ REACTIONS All bearings 142-8 except(jt=length)2=52-0,64=5-2-0,65=52-0,46=15-7-8,44=15-7-8,43=15-7-8, - - -- 42=15-7-8,41=15-7-8,40=1�7-8,39=157-8,38=15-7-8,37=15-7-8,36=15-7-8,34=15-7-8. (Ib)- Max Horz 2=81(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)2,52,53,54,55,57,58,59,60,61,62,64,65,46,44,43, 42,41,40,39,38,37,36,34 except 51=-117(LC 10) Max Grav All readions 250 Ib or less at joint(s)2,51,52,53,54,55,57,58,59,60,61,62,64,65,44, 43,42,41,40,39,38,37,36,34 except 50=349(LC 1),46=342(LC 10) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(16)or less except when shown. NOTES (11) 1)Unbalanced roof live Ioads have heen considered for this design. 2)Wind:ASCE 7-05;SSmph(3second gust);TCDL=4.8psf;BCDL=4.2psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard industry Gable End Detai�s as applicable,or consult qualified building designer as per ANSIffPI 1-2002. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurTent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connedion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,52,53,54, �.��S - 55,57,58,59,60,61,62,64,65,46,44,43,42,41,40,39,38,37,36,34 except Qt=1b)51=117. �`;`�"� '� ,f, 9)This truss is designed in accordance with the 2009 Intemational Residential Code sedions R502.11.1 and R802.102 and Q> >�: AS'j .�- referenced standard ANSI/TPI t. ,�'Y- � _ �,�_ 10)"Semi-rigid pitch6reaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Y.;," �, 11)All dimensions given in feet-inches-siuteenths(FFIISS)format. LOAD CASE(S) Standard �t= J1 a �i�� / ^s, t J � �� t�,. . �� 1 f ��' � , �:.<%t ti"rt:t�:--''- ��`Sft�." l';�1_ Y``�>'+ January 24,2013 44'AAId7Nfi� Vc.refe,�c3nic�ra�iarrimricx�s rxr�<X PfiA{?Nf)TL':+OtY 77it"",ANf.7 CNCL U17kt3 XTT��K Rf F F:t2k.'t�ICi?f'Ati£A11f�747:?f3CFi:)RI'CS.4I;. �� De g alid fo u e only wifh MTek con t rs.This d gn s based only upon parameterz shown,and i f r an indiwdual bu Id ng ponent Applicability of design parameters and pwper incorpora�ion of componenf is respomibillty of building des gner not iruss designer eracing shown is for la}eral suppat of individual we6 members only. Addiiional temporary bracing to insure stobiltly during consinicfion is fhe responsi6illiiy of ihe �p�Te�� eredoc Addifional permanent bracing of fhe overall str�cture is ihe responsibility of ihe building designer.For general guidance regarding IYI 1 fabncatlon,qualiiy conirol,storage,delivery,ereciion and bracing,consul} ANSI/TPII�ualify Criteria,OSB-89 and BG51 Building ComponenT 7777 Green6ack Lane,Suite 109 Saf ty inf rmaf II bl from T s Plaf I }tute 781 N Lee SI�ef Su te 312 AI x dna,VA 72314 Cdrus Heights,CA,9561a I� �.t��.i �.:s. �.�� r��i'�:�. P �f .�i��+ .p .�,...,-e:,eU��i}r�i1_I,, tl...ri � _- ._ -_. _ _. ._- ___ __. _ _ _� - ,, ,: _. :;._ � , ... �_-_._`. _ __ _ . . . _ - _- - Job Tn,ss Truss Type Qry Py TACOMA PEOPLE BLDRS./2556 R-5/RMW R35811336 2556R5 ROOF C1 Common Truss 3 1 Job Reference optional� _._----- --- - -- -�-- ---�---- --- — .__. — .. .. The Truss Co./Tri-County Truss, Sumner WA/Eugene OR/Burlin9ton WA 7.350 s Sep 26 2012 MiTek Industries,Ina Thu Jan 24 15:41:52 2013 Page 1 ID:Qe UtPHns?C2P7TSsC496kzsB61-HwxSX?Fe6XsolUXXpieltEUcmtugvB3E6MoDLVzs4 z �10_P� _.____ - __ 733- _ .._.-_, 13-10-10.... . __.__.- _.'_..20-6-0 __ .} .. .___27-1E ___ . {.. ___ 33-8-13_.....__'__� _41-0.0.._.__- Z�� 'I-0-0 7-3-3 6-7-6 ' 6-7-6 6-71'i 6-7-6 7-33 1-0-0 Scale-1:69.0 SY� -_ 6 500�1l �� 3x4-i �j \\\ 3v1� 5 � � � 3r]% /� ' 3s�� a � e tsxa �� isr�q 3 9 / / 2 � \- � _ .._..__- _._.. _..--_ ...--_' - - ___.. ... __ -. ... _...__ __ _. _. --_ 1❑ � ?r/ - . .-......__ -.. - �.. _ . ._ ___ — ...........-_ _ - __.... .__ -... .__-. _ ��1< �� 1� 18 16 19 15 2[1 21 14 22 13 23 12 5's-� ' �4= dx7-..� 4x4�= 4v4-- 4z]= 3x4 --. 5��- � 8-7-� I --��-6 ---- I — _. ..z9-519--�--- _.._----.3z-0_is —_.f_..__— ai_o_o__ _ .... . — �---- _ ._ _ $"7-'I ...._'_. _ 7 11-0 7-17-0 7-11-0 e-7-1 _._. _.-. -_ _ .._.._ . __ . .. ._ --... ..-_—_ . ___.._.._ - -. _ . -_.._. . Plate Offsets x v�__�z:az s edqe� �s:a�-�2 a�s�,��;a��z a�-s �o:a2-s Edye]��a:a> >z�o-2_o��s:a�-�z az-o� LOADING �PS{� SPACING Z_p-p CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.94 VeR(LL) -0.51 14-15 >963 360 MT20 185/148 TCDL 8.0 Lumber Increase 1.15 BC 0.98 VeR(T�) -0.86 14-15 >568 240 BCLL 0.0 ' Rep Stress Ina YES W8 0.62 Hoa(TL) 0.26 10 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:163 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No2`Except' TOP CHORD Strudural wood sheathing diredly applied. 1-4,8-11:2x4 HF 1650F 1.SE BOT CHORD Rigid ceiling diredly applied or 2-2-0 oc bracing, Except: BOT CNORD 2x4 HF No.2 1 QQO oc bracing:14-15. WEBS 2x4 HF No2*Exce ` � MiTek recommends that Stabilizers and required cross 7-14,9-12,�15,317:2x4 HF Stud bracing be instelled dunng truss erection,in accordance wdh Stabilizer Installation qwde — ---- — --- _ REACTIONS (ib/size) 2=1889/0-5-8 (min.6-3-2),10=1889/0-5-8 (min.0-3-2) Max Horz 2=81(LC 5) Max Uplift 2=-179(LC 5),io=ns(�c s� FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3994/309,3-4=-3801/308,45=3649/331,5-6=-2995/277,6-7=-2995/277, 7-8=-3649/331,8-9=3801/309,9-10=3994/310 BOT CHORD 2-17=-296/3586,17-18=185/2975,16-18=185/2975,16-19=185/2975, 15-19=-185/2975,15-20=-63/2256,20-21=-63/2256,14-21=63/2256,14-22=-104/2975, 13-22=-104/2975,13-23=104/2975,12-23=-104/2975,10-12=215/3586 WEBS 6-14=-110/1024,7-14=726/182,7-12=80/690,9-12=-382/139,6-15=-110/10Z4, 5-15=-726/182,5-17=79/690,3-17=382/138 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph(3-second gust);TCDL=4.8psf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This.truss has been designed for a 10.0 psf bottom chord Iive load nonconwrrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangie 3-6-0 tall by 2-QO wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 5)Provide mechanical connedion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=179,10=179. ��,�� -. 6)This truss is deslgned in accordance with the 2009 Intemational Residentiat Code sections R502.11.1 and R802.102 and `;. rf, referenced standard ANSIlTPI 1. Qb' ��t�1�.� '�t ' - 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �\:;; �,�� ' 8)All dimensions given in feet-inches-sixleenths(FFIISS)format. �{- % �4 � �w�F. 7} Z LOAD CASE(S) Standard ,/ t � `'+;h� �., "�r �•r` `4()=� �7 /�4:' ��., �.�UU1S"CI'ti,%'��.�z; � y.��.. 1�, ,SS�r0:1':�t.t;�Q�. January 24,2013 WAP}�TI�Ci� iTcre�J ri�kr<{ra,r�nraxmrt�c��x+cf RI'.aSf7 NC?TY'S(?N 7�I1ti.ANI?3NCL,U1lPJJ�'f7�tS1�'2 FI?ft�:A1f d3PACrEY27(-l4'7.3 f37d"C)RCCiFf:. �� Design valid fo�use only wifh MTek connectors This design is b s d only upon paramefers shown,and is for an indrvidual building component Appl cabilify af des gn parameters and proper mcorporahon of componer�t is responsibilify of building des gner not iru s desig r eracing shown is for lateral support oF indlvidual we6 members only.Addifionai temporary bracing}a insure stability during consfr�dian is ihe responsi6illi�y of ihe �y Ar�y-��- ecta. Addifional permanent bracing of fhe overall sfrucfure is ihe responsibilify of the building designer.For generol guidance regarding 1YI i fabncation,quality controt,sforoge,delivery,erecfion ond braring,consull AN51/TPI1 Quatify Criteria,D58-89 and BCSI euilding Componenf 7777 Greenback Lane,Suite to9 Saf ty I formati a oilable tr m T ss Plat I t tute 781 N L e St t S�Ile 312 AI xa d a VA 22314 Cems Heighls,CA„9561 a . if ��.t��i P_ -- - "_�n��?i'.1. � i ��;€i . _-._ _ �. . �•)1•201.I PiL.SC i i . , . - __ _ _--- - -- — Job Truss Truss Type Qty Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW R35811337 2556R5_ROOF C2 COMMON TFtUSS 11 � 1 Job Referenceio tp ional) �_....- __._� _.. _ --.. .._ -- -.. .-_ -- --�- The Truss CoJ Tri-County Truss, Sumner WA/Eugene OR I Burlin;3lon WA 7.350 s Sep 26 2012 MTek�ndustries,Inc. Thu Jan 24 15:41�.53 2013 Page 1 ID_Qe UtPHns?C2P7T5sC496kzs861-17VTkLGGtr_fve6kNQ9XPSOmAHE8ee10KOXntyzs4y }1 0�_...__73"3___- }_'_— 73_10.10 _ ..�__..__ 20-6-0_ 27-1-6- .. __ 33-8-'13_ ._41-0-0 . _ ._1_—_—_. ._ — _ - +__. -_ __..+. _ _. ..._� Y-0-0 7-3-3 6-�-6 6-7-6 -.. , 6-7� 6-7-6 �-�3-3 Swle=1'.Ge.o Si5- 6 500�1?. 3x4 � / \\ 3x4� 5 ,'/ \ � h]i �� 3r�� / \ 8 1 Se4\\ 1 Sz4// 9 3 \��\z \ 10 oPG . __ —_ - ___ __ _r�,.:__ _ --- - — _ ��- -- ' b _ _ __— _ 16 1� 15 1B 14 19 20 13 21 12 22 17 � 4r8-� 3vd- 4K7�-- 4x4-- 4s1- 4x]-- 3x4�- 4ze- �.__. ._8-�-� ..—�.. .. 16-6-6- _—_.._._� .._ 24-5_10._ -_ _. �.._. .. 32-4-15 - ._.__� _.._. 41_0-0.__. --_ ._ .{ ... &7-1 7-11-4 7 11� 7-11-0 ..."__ _..._ e-7-1 _ _ '.__ _.. _ _ _ --. ...._ _ - Plate Offsets x v� _fz:ao-a Ed9e1 fs:a�-a ai-�[�:ai_s a�-��_[�o:aa4 Ed9e]Itt_a� �2,ai-s] f13 o-�-�z o-z-o ��a o��z o-z o],��s:a�-i2 a�_-s�_ LOADING (ps� SPACING z-p-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 25.0 Plates Inaease 1.15 TC 0.96 Vert(LL) -0.50 1314 >972 360 MT20 1 B5/148 TCDL 8.0 Lumber Increase 1.15 BC 0.96 VeR(TL) -0.85 13-14 >573 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.64 Horz(TL) 023 10 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:162 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2'Except' TOP CHORD Strudural wood sheathing directly applied. 1-4,8-10:2x4 HF 1650F 1.5E BOT CHORD Rigid ceiling diredly applied or 2-2-0 oc bracing. -- — � BOT CHORD 2x4 HF 1650F 1.SE'Except` MiTek recommends that Stabilizers and reqwred cross 12-15:2x4 HF No.2 bracing be installed dunng truss eredion,in accordance with WEBS 2x4 HF No.2*Except` Stabilizer_Instailation quide. 7-13,9-11,514,3-16:2x4 HF Stud REACTIONS (Ib/size) 2=1898/0.�8 (min.a3-2),10=1813/Mechanical Max Horz 2=87(LC 5) Max Uplift 2=-180(LC 5),10=144(LC 6) FORCES (16)-Max.Comp./Max.Ten.-All forces 250(16)or less except when shown. TOP CHORD 2-3=-4015/310,3-4=3822/309,45=-3670/332,�6=-3017/278,6-7=-3027/281, 7-8=-3739/344,8-9=3892/322,310=4088/324 BOT CHORD 2-16=-302/3605,16-17=192/2995,15-17=192/2995,15-18=192/2995, 14-18=-192/2995,14-19=-70/2276,19-20=70/2276,13-20=70/2276,13-21=-124/3014, 12-21=-124/3014,12-22=124l3014,11-22=124/3014,10-11=245l3686 WEBS 6-13=-112/1043,7-13=747/186,7-11=90/748,9-11=-420/145,6-14=-110/1024, 5-14=-726/182,5-16=79/690,3-16=-380/138 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph(3-second gust);TCDL=4.Spsf;BCDL=42psf;h=25ft;Cat.II;Exp B;endosed;MWFRS(low-nse)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=7.Opsf. 5)Refer to girder(s)for truss to truss connedions. , ) � Y ) 9P P 9 P 1 � ) P G- ) �`�`�� 6 Provide mechanical connection h others of truss to bearin late ca able of withstandin 100 Ib u lift at oint s exce t t-Ib �h- �CF' 2=180,10=144. 5"�� \ .a.�Jl� �_ 7)This truss is designed in acwrdance with the 2009 Intemationat Residential Code sedions R502.11.1 and R802.102 and Q` �zt r�`, referenced standard ANSIffPI 1. � i:�, �';, 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixRy model was used in the analysis and design of this truss. ,�� 9)Ail dimensions given in feet-inches-sixteenths(FFIISS)format. ' 1 1 LOAD CASE(S) Standard � N� � ,t�� 6 �,/J: f�,��`�{ rscE�t��,' �- �'``---"' 1, �f�`��(J_�!�`..��1 January 24,2013 �s WARIJIIdt`x� Yr.rife�desv�re�arrrm-�ar�<xrad RP,rS.[)NC37y,'',�",(3N 77i7'S AT+PI.711�:L.f�IJd77;IJ I+d3TY:K t41"sFBttt:.t�T(`k'1 dCrF D117=14Y 3 Sf"-(""{7.f2f tl.k.",F.,`. �� Des gn va0d for us only wifh M7ek conn i rs.This design s based only upon paramefers sh n,and is fo�an nd du I budding compone f Appl cab lity of des gn parameiers and proper incorporat on of component is responsibility of building designer not iruss designer Braang shown is far lateral supporf of individual web members only.Additianal femporary bracing to insure stabilify during cons}ruction is}he responsibilliiy of fhe h n�� ereciw. Addilional permanenf bracing of ihe overall structure is ihe responsibility oF ihe building designer.For gene�al guidance regarding !VI fabncalion.quoliiy control.storage,delivery,erection and brocing,consult AN51/TPII Quality Criferia,DSe-89 and BC51 BWding Gomponent 7777 Greenhack Lane,Suite 109 Saf ty I formot a labl f om T Pla� Inst fufe 781 N.L e St t Sude 312 Alex d VA 22314 Cdrus , . 561a � i�.�o� en.F�, - _u� die��i. '� :�.i.�:i � �- c.t i�'ti�` b �L�C� = --- - - -- - --e�g ts c�s -- _ .__.... _ _--__ -- --- -- - -- - Job Truss Truss Type Qty Ply TACOMA PEOPLE BLDRS./2556 R-5/RMW .� -� R35S11338 2556R5_ROOF �C3 GABLE 1 1 Job Reference�optiona�_ . _ . _ __.. ____ .._ _.-___. The Truss Co/Tri-County Truss, Sumner WA/Eugene OR I Burlirn;aton WA 7.350 s Sep 26 2012 MiTek Industries,Ina Thu Jan 24 15:41_57 2013 Page 1 ID:Qe UtPHns?C2P7TSsC496kzsB61-euk_aiJnx3U50FPVcFETalBfjuq9aaU_FeV_Ojzs4_u �1-0- 7_}3_ 13-10-1�___._ 20�6-0 .______27-1£.___ _ ._. __33-8-13_ __'_ 410.0 ._ � Y-0-00�_ ___ 7-3-3 _.".� -_ _6 7� {.__. . _6_�_6 - ___ _..{ 6-7-6 � . 6-7� -..� . 7-�3 -_ Sfale=1:69_3 3x6 - 17 18 19 20 SOO�..i12 16 / �� 27 � Il// 23 24 12 / � i 25 � 3�� p �� j� \ 26 3H'i� � \ P B 9 ' 28� � � 6 31 5 32 4 � 3 \ � / � .._ - - � __" __ - - ._ �o . � �7�/��7�� _ _/`,��/� ��/��\J��/��J�/`,��/�� /�� `� .. -. -_" _. _ _ - -_" _ °�� `��1�d�l_L�I�l1-dLiL1ll I»1J � 55��d�111�I�-[11i�\A.�1l�!t l�I��1Ll. . . _..�,cK•JC J�l�l�1`� _ _3�_ 3v5= 64 63 62 61 60 59 58 5� 54 53 52 5f 50 09 48 4] 46 IS d4 43 q2 q� qp 3g 3g 3] 36 1� Sa5 WH�. Sz5 W9-- &7-1 161'i� 24-5-10__ 32-0-15 41-0-0 - -_ _ .__- _.. .. _ _._ -___ .- - _ _ ._.__ .__ .. .__ ..__ - �-_. s-�-� -�- ---�- .._�_ii�__ .. � �- --- �-iia- -- ---I_- -� �-ii� --- .�� .. _ a�-i . . .. - - -.. . .-- -. ...- Plate Offsets�X Y�[8_0-2-11 Edge], 1f a:a�-O�Edge 28:0 2 11 Edc,�e],[44_0-2-8 0-0-4],_[55 0-2-8 0-0-41 _ __ ___ - LOADING �ps� SPACING 2-0.0 CSI DEFL in (loc) f/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.09 VeR(LL) -0.00 34-35 >999 360 MT20 185/148 TCDL 8.0 Lumber Inuease 1.15 HC 0.06 Vert(TL) -0.01 34-35 >999 240 BCLL 0.0 ` Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 34 n/a n/a BCDL 7.0 Code IRC2009/TPI2007 (Matrix) Weight:255 Ib FT=16% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudural wood sheathing diredly applied or 6-0.0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud`Except` WEBS 1 Row at midpt 17-50,19-49 17-50,19-49,16-51,15-52,20.48,21-47:2x4 HF No.2 MiTek recommends that Stabilizers and required aoss �bracing be installed during truss eredion,in accordance with � Stabilizer Installationswde ___ REACTIONS All bearings 258-8 except(jt=length)2=13-3-8,57=13-3-8,58=13-3-8,59=13-3-8,60=13-3-8,61=13-3-8, 62=13-3-8,63=13-3-8,64=13-3-8. (Ib)- Max Horz 2=87(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)2,51,52,53,54,57,58,59,60,61,62,63,64,48,47,46, 45,43,42,41,40,39,38,37,36,35 Max Grav All readions 250 Ib or less atjoint(s)2,50,49,51,52,53,54,57,58,59,60,61,62,63,64, 48,47,46,45,43,42,41,40,39,38,37,34,36 except 35=262(LC 10) FORCES (16)-Max.Comp./Max.Ten.-Atl forces 250(Ib)or less except when shown. NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;SSmph(3-second gust);TCDL=4.Spsf;BCDL=42psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qua��ed building designer as per ANSI/TPI 1-2002. 4)AII plates are 1.Sx4 MT20 unless otherwise indicated. 5)Gab�e studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live Ioad nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plat?capable of withstanding 100 Ib uplrft at joint(s)2,51,52,53, �t;� -. 54,57,58,59,60,61,62,63,64,48,47,46,45,43,42,41,40,39,38,37,36,35. �`,�-�� .r'�r, 9)This truss is designed in accordance with the 2009 Intemational Residential Code sedions R502.11.1 and R802.102 and Q,� `�t.t'. `�J - referenced standard ANSI/TPI L (�`i �`. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � �,y I J,� 11)All dimensions given in feet-inches-sixteenths(FFIISS)fortnat. c.�- =.�� - LOAD CASE(S) Standard -� �i,�: � ti(l.�;ti /,� �'.c �!c,r�,rs��4./�r f;�'S��(:i.:�A t `��`�"� January 24,2013 4VhPIdZAi1� Y-�rtJ;at�3es�ffrr{rvrG:tmrfa��ceRac€PE:AIDNL)7'f;5t;N7ItI'S.ANI.)IAiL..7�tfd7F,I7P�TlYYs"�HI2P'sPT;427:13€t?F'd.CFD'fl�I��T473&IICk¢;.7:(J51:. �� D ign valid fo u only wifh M1ek connect �his d s gn is based only upo p ameters sho n,and is for�n nd du I buildi g comp ne t. Appl cabiiify of design paramefers and proper incorporafion of camponenf¢responsibllity of building designer nof iruss designer Braang shown is for laferal supp«t of individual web members only.Additional temporary bracing io insure stability dunng cons}ruction is fhe responsihillity of fhe p�i��- e�ectoc Additianal permanen}bracing of fhe overall shuciure is Ihe responsibili}y of fhe building designec For general guidance regarding €�!I . fobrication,qualify control,storage,delivery,erection ond bracing,consull ANSIRPII Quality Criteria,DSe-89 and eC51 Building Component 7777 Greenback Lane,Sulle 109 Saf ry I 1 at avatlable f Trvss Plate I ff�te 781 N Lee St t Su�fe 312 Alex d V�72314 CiWS , , Ss10 '�`. , ..l'i�l ., ._:, ::'�� ., ft:..��. �.��i, i1�lj��l"!f'i ...;�-:-F .. 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