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2565J Truss Specs . conrsucr�NG LLC DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B1206815 MiTek 20/20 7.2 Plan#2565-J The truss drawing(s)referenced below have been prepared by DrJ Consulting,LLC under my direct supervision based on the parameters provided by ProBuild (Arlington WA►. Pages or sheets covered by this seal: I5750056 thruI5750068 My license renewal date for the state of Washington is May 18,2014. Important Notice:The accuracy of the Truss Design Drawings relies upon: 1.Accurate metal plate connector design values as published by the MiTek. 2.Accurate design values for solid sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the 8oard of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. � �4q;�S�f'l51 ��,�� ,� �� b � � +I� �1�' � � �� --� !�' �-� FIL � July 26,2012 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility for the design assumptions as defined on this truss design drawing,solely for the truss component(s)depicted.The design assumptions, loading conditions,suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses,per ANSI/TPI 1.The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSI/TPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties invoived. r-�. r--, r?�c-a ca��5--,, i�� J� U c�:_ �j,; � � ....�a �i BY:-------------------- ---- -- - - ----- -- - - -- -- _ �Job - �Truss TrussType �-� � TQty - ;Ply rPian#2565�J ` � 15750056 67206815 IA01 !GABLE Ii 1 � i __�Job Reference o tionalL ____ __ ..- -.. _._ .__. __- - - - ---- - ProBuild Adington Arlmgton,WA 98223,Jane Fertlerer � �� 7250 s Aug 25 2011 MiTek Industries Inc.Wed Ju125 10:01-01 2012 Page t ID tckuHCcRcxLqOEEILYJGPywxHj-101RXm17dTvjTur91nTB1��1�olkljyPSNtNjyuZSG �1�-z-14 5.312 ...11-70.3 17 6-0__ 18-2-14 23 1 13 28-8-4__. 35-0.0____ 0_ }'"1—_ _ _ F _ -_ _ I __ F - _ � _ _ _-1- -_— � 9 1-0-0 6-3-72 5-6-7 5-7-13 57-13 5-6-7 fi-312 1-0-0 Sx8 = Scale=1:702 6.00��p 6 � � I Sx16% Sxt6� 3x6'%3x4% � � �� 3x4� I 5 i I i�, ' 3x6 � i 3x10��3x4= - � � i �� 8 3x4�3x10 �i i I � 4 � X '�I i i;�� a 4x4% 3 �:x�� i� . � 9 4x4� i � � 4x4 � i i� �� I I _ � 4x4 � �� I I i � � � i ' I � I �/ � . . � �. � � I I i i � /�� _� �, � �, �� _ __— — � 10 11 co � �1 :-'��_...__ .--- — . �.-- --'�- ' --�� -� --� _.. _ '� n —_— —__.-- ..—.-_. —_ __ � _ ` o�%-� 22 52 �x�X_ . _ _ . 53 12 6x8=. d 3x4 = 21 20 19 18 17 16 15 14 13 3x4 -_� 5x12 - 1&2-14 18-2-14 18-2-14 � ..._ 9-0.4____._ _. _2$-11-12_ .. _.__.___._.__ __—_35 0-0 . —__.—_� ._— ..__ ____ . . .______ 9'0_-4—. —_._.T.__- __ .. iS�1-� -_ ___.. ____—9-0-4—_.— . __.__..._.. ..____._...._ .____ ._-_ .._ _. .__ ... .— __._. _. Plate Offsets(X Y) [2,0-2 13,EdgeJ,[10'0-2-13 Edge],_�8 0 6-0,0=3 OL_ __.__ _ —___ — -- - -- --� _._ _— -----�- - - ---- -- LOADING(ps� � SPACING 2 0-0 � CSI � DEFL in (loc) I/defl L/d I PLATES GRIP TCLL 25.0 ; Plates increase 1.15 , TC 0.38 � Vert(LL) -0.12 2-22 >999 240 MT20 185I148 TCDL 10.0 ! Lumber Increase 1.15 ; BC 0.31 Vert(TL) -028 2-22 >576 180 BCLL 0.0 * Rep Stress Incr Yes � WB 0.34 Horz(TL) 0.02 10 n/a n/a i BCDL 8.0 � Code IRC2009/TPI2007 1 (Matrix) 1___ I Weight:2571b FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directiy applied or 6-0-0 oc bracing, Except: WEBS 2 X 4 HF Stud/Std'ExcepY 10-0-0 oc bracing:2-22,10-12. W4,W3:2 X 4 HF No.2 WEBS 1 Row at midpt 6-17,7-17,5-17 OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 10-11-0 except(jt=length)2=0-5-8,10=0-5-8. (Ib)- Max Horz 2=-84(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)2,10,20,13 except 17=-140(LC 5) Max Grav All readions 250 Ib or less atjoint(s)19,20,21,16,15,14,13 except 2=653(LC 9),17=1857(LC 1),10=645(LC 10) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or iess except when show�. TOP CHORD 2-3=-795/65,3-4=-505/44,4-5=-354/61,5-6=0/621,6-7=01621,7-8=-331/101, 8-9=-483/85,9-10=-773/106 BOT CHORD 2-22=-67/660,10-12=-19/640 WEBS 6-17=-875/26,7-17=-713/140,9-12=-3981103,7-12=0/439,5-17=-7311141, 3-22=396/103,5-22=0/462 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25R;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ' • 4)All plates are 2x4 MT20 unless othervuise indicated. �(1�� 5)Gabie studs spaced at 1-4-0 oc. _^� �s 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. „��'" �y��'� t�� 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wili � �, fit between the bottom chord and any other members,with BCDL=B.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10,20,13 except Qt=1b)17=140. 9)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. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � �� LOAD CASE(S) Standard �c* �� July 26,2012 �i� �" WARNING-Verify design parameters and read notes on this Truss Design Drawing and included DrJ Re/erence Sheet(rev.03-1 T)before use.Design ! '� �, valitl for use with MiTek connector plates ony.This design is based only upon parameters shown,and is for an individual building componenL ApplicabilRy / � , of tlesign parameters antl proper incorporation of the component is responsibildy ot builtling tlesigner or owner of the trusses and installec �ateral restraint i designations shown on intlividual web and chortl members are for compression buckling only,nol forbuilding stability bracing.Atlditional temporery restreint/ �I tliagonal bracing to insure stabildy during construclion is the responsibility of the installer.Adddional permanent building stabiliry brecing of the overall structure i , is the responsibility of the building designer or owner of the trusses.For 9eneral guidance regarding design responsibilities,fabrication,qualdy coMrol,storage, I . tlelivery,erection,lateral restraint and diagonal bracing,consutt ANSIITPI 1,DS&89 and BCSI(Building Component Safety Informalion)available from � I ' SBCA at wwwsbclndustry,com_ __ ._ � �iONSULT/NG LLC . I�i IJob iTruss TrussType IQty PIy Pianu255s.1 15750057 Ist2ose�5 Lno2 �commonTruss I�� JobReference(o�tional�____ ' _ ._ - --- -- _ _ --_ - _ _-; ProBuild Adington Ar6ngton,WA 98223 Jane Ferderer � 7 250 5 Aug 25 2011 MiTek Industnes Inc Wetl Jul 25 10:01�02 20t2 Page 1 ID tckuHCcRcxLqOEEILY�JGPywxHj-maaql6JmOn1a42QLbV QrV�y�2�ffm46d17(1w9yuZ5F Ii��a�__ __ 6-312 ____._i 11-10.3 __._ � ....___.17-6-Q . _ }. .. 231-13 . 1 ___. ...Zg'8'4-_ _�_- 35-0-0 ___8--9 1-0-0 6-312 � 5-6-7 5-7-13 57-73 5-6-7 6-3-12 1-0-0 q� I I Scale=1:70.8 6.00 I 12 6 I /� � �� 4x4%/ I 4x4 � 3x8� � � 3x8 � 4 � I 8 � 2x4 O .. 2x4�/ 3 �' 9 I � I � i � I - p��/ �-�-- -- -_. .-- -- --- � 11 � �,�� _ -- --- -_ _ _ _ , --� --_ ._ �� _-- - --- --- --- ---__--- . --- o 5x6 - 15 16 17 14 13 18 19 12 5x6- 3x4-� 3x8 -4x8 = 3x4 ' __- _ 'Job _ --- —-- �Tniss _ ___ ___TrussType _ __ __oty __ Ply Plan#2565-J � , is�soose� 87206815 IA03 Common Truss 6 1 � _ _ _ _ _----`---_ _ ----- -_ - _ _LJob Reference(optionag_-- —-- —_ _.� _ --- ProBuild Arlington Atlington,WA 98223 Jane Fertlerer 7250 s Aug 25 2011 MiTek Intlustries,Inc.Wetl Jul 25 10:01:03 2012 Page 1 ID tckuHCcRcxLqOEEiLY�JGPywxHj-Fm8CySK094ARiC?X9CVfNiVh?SQ� C�FsPszSbyuZSE 1&2-14 g.3-12 11-10-3 _ 17-6-0 _ 23 1-13___. 28-8-4_ ._35 0.0___.__�b�_p �._.__—_. 6-3-12.__. ._I-__. _ .__567 -_- { . 5-7-13 .___..}.. 57-13 . __F_._— _56_7 ___F— _—_63-12 1-0.01 Scale=1:66.5 4x6 I I 5 � 4x4 % � 4x4� 4 I 6 I 3x8% I 3x8 � � 6.00�12 3 � 7 2x4 V� 'i I 2x4 �/ o�l j I I 8 � � il � 'I / � __ — I a� y��/-- — ---- ia is is_ --� \ � — n �e_---" - - - --_ 101a i ��;� 0 0 Sx6 -- 12 5x6 - 3x4 = 3x6=-4x8 __ 3x4 —� 18-2-14 18-2-14 &0-4 _17-6-0_. 2Si1-12__ _ ._____. ._.3§-0.0_ _____ ._.� F .—__ —__— —_— . �___ ..._ _ _____ F__.—_ __ ..... ___�._ _——_ — _ __--—&0-4. __..____ ...____— ._—__ . 8-5-12 __. . .____._ . 8�2 ._ ._ ___.._ ..__—___ 9-Or4__._ ____--.. ___---_- .__ .Plate 0_ff_sets_(X Y�_jL0-1-11 Edge�[9:0_1-11_Ed�e] _ ____.. .___.__ ---- --- _ .__--- --- — -- -- --- - ----- -- _—r---- — ---- — _�--- -- --------- LOADING(ps� � SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.54 VeR(LL) -0.32 11-12 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.64 Vert(TL) -0.57 11-12 >721 180 BCLL 0.0 ' � Rep Stress Incr Yes WB 0.28 Horz(TL) 0.17 9 n/a n/a BCDL SA � Code IRC2009/TPI2007 (Matrix) Weight:141 Ib FT=20% _ _ _ _� --- ---------'--— __ — _ _ ----___ ___ _----___—� —-- _.—__-------- ---- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Strudural wood sheathing directiy applied or 2-3-4 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly appiied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'Except` WEBS 1 Row at midpt 6-12,4-12 W4,W3:2 X 4 HF No.2 REAC710NS (Iblsize) 1=1596I0-5-8 (min.0-2-10),9=1685/0-5-8 (min.0-2-12) Max Horz 1=-91(LC 6) Max Upliftl=-57(LC 5),9=-90(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3027/130,2-3=-2746/103,3-4=-2587/131,4-5=-1936/128,5-6=-1936/129, 6-7=-25771125,7-8=-2736/98,8-9=-3016/124 BOT CHORD 1-14=-123I2603,14-15=-42/2146,15-16=-42/2146,13-16=-42/2146,12-13=4212146, 12-17=0/2142,17-18=012142,11-18=0/2142,9-11=-32/2591 WEBS 5-12=-40/1279,6-12=-735/128,8-11=-343/114,6-11=-1/533,4-12=-740/130, 2-14=-350/117,4-14=-6/544 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.il;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a Iive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=8.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9. � 6)This truss is designed in accordance with the 2009 Intemational Residential Code sedions R502.11.1 and R802.10.2 and referenced ��aJ�� }�+ 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. �,,�� ,� ��y � � LOAD CASE(S) Standard t�� , � �� ,��,� July 26,2012 I5 � WARNING-Veriy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')bekre use.Design ; valitl for use with MiTek connector plates only.This design is based only upon parameters shown,and is for an indivitlual builtling component.ApplicabilRy i , � of tlesign parameters and proper inwrporetion o�the component is responsibility ot builtling tlesigner or owner of the trusses and installer. Lateral restraint tlesignations shown on intlivitlual web antl chortl members are for compression buckling only,not forbuiltling stability bracing.Additional temporary�estrainV diagonal bracing to insure stability during construction is the responsibility ot the installer.AddAional permanent builtling stabiliry bracing of lhe overall structure I � is the responsibility of ihe building designer or owner of the trusses.for generel guitlance regarding design responsiblltties,fabrication,quality coMrol,storege, .. ! idelivery,erection,lateral restraint antl diagonal bracing,consutt ANSI/TPI 1,DS&89 antl BCSI(Building Component Safety Informahon)available from /� j . SBCA at wwwsbcindustry com.___ _. _ VONSULTING LLC �� , iJob �Truss rITruss T e 4ty IPI -��ob Reference(optional)____ �575oo5e J �I B7206815 A04 I Common Truss 1 I 1 � YP Y __ _ 1 - - - - L L �_ ProBuiltl Atlington,AAington,WA 98223,Jane Ferderer 7250 5 Aug 25 2011 MiTek InAUStnes,Inc.Wed Jul 25 10�01:05 2012 Page 1 ID tckuHCcRcxLqOEEILY�JGPywxHj-89GyN7LehiQ8x1N9wGdY7S7a98GDgg9AYJjL4XUyuZ5C �:l§�14---_ ._ _n-s,o ____ _ __ F ___ ._ ____ _ as-0-0-___ -- -_------ �s°� �o-o ��-s-o n-s-a i-o-o 4x4 I I Scale=1:69.0 6.00 112 15 18 I 14 13 » 12 18 11 I 19 � 3x8% 10 � � � I 20 21 3x6� � � 9 � � � � 22 � 8 I 23 � 24 I � I 25 5 I � II 26 4 �I �' i I� i I ' I 27 . 3 i� I � i I i il i I I I I � 2 .. �L _ -' -" f�-I �� ... I.:. ,� I �I �I I � 28 m , I I � I� � � �� i I � I �Qi��- � - �- Ir�- �-'� I. `: !�--�- ��f a o i/ ""_`"_gJ�P��gZ�gag�TY.J�KgAX X 1C .. .._.. . -�2��:7�75 x._X R-�'�2L'�� 3x4 ` 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 3x4 - 5x8 - 18-2-14 � ._.__ . _- _-____ . . - __34r9r4._ __ � -- ---- __ - - -- __--- --- _ - _. __- .- _35r09__-_ .._-_____.. ._�_._ .__.__. _ - . __ _ -- .. ____ .___.-_ ___-_-. ... _._._ _ . ___ . _. . . __.. . Plate_Q_ffsets_(X Y� [43_0 3 0 0-0-41 - --: - --- ---- ----- -- ----- - --- -_- --_ -' --- -- -- - -- --- ---- - -- -_----- ---- ----- - LOADING(ps� �SPACING 2-0-0 CSI � DEFL in (loc) I/defl L/d �PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) 0.00 28 n/r 180 MT20 1851148 TCDL 10.0 � Lumber Increase 1.15 BC 0.03 Vert(TL) 0.00 29 n!r 120 BCLL 0.0 ' I Rep Stress Incr Yes WB 0.12 Horz(TL) 0.01 28 n/a n/a I BCDL 8.0 I Code IRC2009lTPI2007 � (Matrix) � I Weight:216 Ib FT=20°/a ---- --- -� -- _ -___ ___.__ i . _.. _._ _ 1 ----- - ---- --- --- ---'----_ -_-_---- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Strudural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF StudlStd`Except" WEBS 1 Row at midpt 15-41 ST12,ST11,ST10:2 X 4 HF No.2 REACTIONS All bearings 35-0-0. (Ib)- Max Horz 2=-84(LC 6) Max Uplift All uplift 100 Ib or fess at joint(s)2,42,44,45,46,47,48,49,50,51, 52,53,40,39,38,37,36,35,34,33,32,31,30,28 Max Grav All reaclions 250 Ib or less at joint(s)2,41,42,44,45,46,47,48,49, 50,51,52,53,40,39,38,37,36,35,34,33,32,31,30,28 FORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . fit between the bottom chord and any other members. �(��J�� +,_ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,42,44,45,46,47, �� ""�'C'�,� 48,49,50,51,52,53,40,39,38,37,36,35,34,33,32,31,30,28. ,�y 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced � � �, �E standard ANSI/TPI 1. � 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard � � �� July 26,2012 �,, � WARNING-Veny design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')bekre use.Design I I I valitl for use wfth MiTek connector plates only.This design is based only upon parameters shown,and is for an indivitlual building component Applicabildy , i, ' of design parameters antl proper incorporation of the componeM is responsibilKy of building designer or owner ot the trusses antl installer. Lateral restraint tlesignations shown on individual web and chord members are for compression buckling only,nol forbuilding stabilily bracing.Additional temporary restraint/ ! I tliagonal brecing to insure stability dunng construction is the responsibility of the installer.Atltldional permanent building stabiliry bracing of the overall structure �' I is the responsibility of the building designer or owner of the trusses.For general guitlance regarding tlesign responsibilities,fabrication,qualdy coMrol,storage, .� . . �� delivery,erection,lateral restraint and diagonal bracing,consufl ANSI/TPI 1,DS&89 and BCSI(Building Componenf Safety Information)available Bom I : SBCAatwww.sbcintlustry.com. ________ . _.. �iONSUITINGLLC _ i _ - - -- - — , Job � � � Truss - �-�� - Truss Type � � � Qty �Pty Plan m56SJ � � � � is�soosoj IB1206815 IA05 COMMONTRUSS 1 I n I I , __ _ __.____ __ L�Job Reference(optionalL ._- —-- __ I ProBmltl Adington,Adington,WA 98223,Jane Ferderer 7250 s Aug 25 20N MiTek Intlustnes,Inc.Wed Jul 25 10�07:06 2012 Page t �&2 4 ID o8h7LlzviaRbwipXvhA�A2ywzrx fLqKbTMGS�Y?Zflc6gl,13M?L7AVfSOPPFiYN5e3wyuZ58 �.. ..._ .5r11'0_-_-__ .4 .__11-1-0. .. _ �. . ..._ 16-3-0__._.. ._—_.._��_ ...__—__22-2-0__ _.___._��36_0 � .. 6-11-0 ...��.. 5-2-0 5�2-0 571-0 1-40 Scale=1�A8.7 4x6 I I 3 7.00 I12 � � 4x8 % � \ 4x6� 2 � � 4 � I �I � \ �� j / ' ! /' ' \ :% � I � 1 /% � 5 � �,�--- - -��- �� ' � -- -_ __ __ � � �-- _.__ __ - — _ s It o,_ - -- _ _ ��-- o 3x10 i 11 12 �Q 9 13 8 14 15 � — 3x10 � 3x10 I I 5x12 MT20H �=-� �Ox10 --= 3x10 I I i&2-4 18-2-4 E__ 5-11_0_.____- —._F______. 11-7-Q._ _..___�2 2 0�__14 2-0__.�. ..16 2 O..lsr�.-4____.._-- _?2_2 0 . .. . i _____ .__—.___ ..__— _ __ 5-11-0_—_____. ._____.__.__— @-2-0_____.._. 1't'0-�._2r0.0_____2-0-0_9-{-0- ___.._._5r11-0_ _ _ � .. _.._... _-- . ._____ .—__. _Plate Offsets(X Y) [1;0-2 3.a��[s o z-3 a� e� __ _ -_-- — _-_ __- _ .,: _ __ -- - --- � _ - - --- ___ --- — -- --- --- - _ _ _ _ LOADING(ps� I SPACING 2 0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 i Plates Increase 1.15 � TC 0.65 � Vert(LL) 0 14 7-8 >999 240 � MT20 185/148 TCDL 10.0 II Lumber Increase 1.15 BC 0.51 Vert(TL) -029 7-8 >913 180 I MT20H 165/146 BCLL 0.0 ' � Rep Stress Incr NO WB 0.90 i Horz(TL) 0.06 5 n/a n/a BCDL 8.0 � Code IRC2009(I'PI2007 I (Matrix) i Weight:214 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly app�ied or 3-8-6 oc purlins. BOT CHORD 2 X 6 DF 2400F 2.OE BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'Except' W3:2 X 4 HF Stud REACTIONS (Ib/size) 1=4642/0-3-8 (req.03-13),5=4095/0-5-8 (min.0-3-6) Max Horz 1=-144(LC 3) Max Upliftl=-290(LC 5),5=-28Z(LC 6) FORCES (�b)-Mau.Comp./Max.Ten.-All forces 250(Ib)or fess except when shown. TOP CHORD 1-2=-7607/490,2-3=-5186/372,3-4=51821375,4-5=-73971461 BOT CHORD 1-11=-402/6489,11-12=-402/6489,10-12=-402/6489,9-10=-402/6489,9-13=-402/6489, 8-13=-402/6489,8-14=-32516251,14-15=-325/6251,7-15=-325/6251,5-7=-32516251 WEBS 3-8=-306/4786,4-8=-2240/210,4-7=-83/2038,2-8=-25241239,2-10=102/2236 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-'i row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)sedion.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ' 5)All plates are MT20 plates unless othervvise indicated. �$�� + 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��; �� "�,�� 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �' �, 8)WARNING:Required bearing size at joint(s)1 greater than input bearing size. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=290, 5=287. 10)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. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. � �" Continued on page 2 "�, �l�A.�+� s July 26,2012 �� of des gn parame erseand p oper ncorpo ati n of the componeM Ss esp ns bil��o9bui Ci g�des g er or ow er of heewss s antl ns aler.elate P eestraint �, � � valid for use wdh MiTek connector lates on This desi n is based onl u on aramelers shown,and is for an mdividual buildin com onent A licabild I' i designalions shown on individual web and chord members are for compression buckling only,not forbuiltling stability bracing.Additional temporary restrainll �� I I diagonal bracing to insure stability tlunng construclion is the responsibility of the installer.Adddional permanent builtling stability bracing of the overall structure � '� SBCA et www sbc ndu tlryes��rrain9and d ag na�b ac ng tconsuM ANSI/TPI i DS&89 and BCSIr(B Ad ng ComponentbSalfety(n(orma�on)av able f om�orage. I CONSULTING 1.LC _ . �II, Job . - -- Truss - - . Truss TyPe - . -- ��tY IPIy 2 �J_ob Refe ence�oQtionalZ � - �s�soosoJ 81206815 �A05 ICOMMONTRUSS 1 I �� 'i __— _— _ ProBuild Adington,Adington,WA 98223,Jane Fertlerer 7.250 5 Aug 25 2011 MiTek Industnes,Inc.Wed Jul 25 10�01:06 2012 Page 2 �D'o8h7LlzviaRbwipXvhAjA2ywzrx-fLqKbTMGS?Y?Zflc6qL3M?V AVfSOP PFiYN5e3wyuZ58 NOTES 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)739 Ib down and 51 Ib up at 2-2-0,739 Ib down and 51 Ib up at 4-2-0,739 Ib down and 51 Ib up at 6-2-0,739 Ib down and 51 Ib up at 8-2-0,739 Ib down and 51 Ib up at 10-2-0,809 Ib down and 56 Ib up at 12-2-0,and 742 Ib down and 51 Ib up at 14-2-0,and 1507 Ib down and 104 Ib up at 16-2-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� Vert:1-3=-70,3-6=-70,1-5=-16 Concentrated Loads(Ib) Vert:9=-739(F)7=-1507(F)10=-739(F)11=-739(F)12=-739(F)13=-739(F)14=-809(F)15=-742(F) I�\ �� WARNING-Veny design parameters and read notes on this Truss Design Drawing and included DrJ Re�erence Sheet(rev.03-11')before use.Design valid for use wAh MiTek connector plates only.This tlesign is based only upon parameters shown,and is for an individual buildinq componenL ApplicabilRy ' , of design parameters antl proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint I i designations shown on indivitlual web and chortl members are for compression buckling only,not forbuilding stability bracing.Additional temporary restreinV � '�, diagonal bracing to insure stability dunng construdion is tha responsibility of ihe installer.Additional permanent building stability brecing of the overall struclure � I is the responsibility of the buiming tlesigner or owner of the trusses.For general guidance regarUing design responsibilities,tabrication,qualAy conUOl,storage, I�I ; - i � delivery,erection,lateral restraint and diagonal brecing,consutt ANSIRPI 1,DS&89 and BCSI(Building Component Safely Intortnalion)available from CONSULTING 1.LC � SBCA at www.sbcindustry com. _I � Job . . . .. iTruss ITrussType 'Qty Pty . .I�Pian#2585-�.i ...-_.. --�I 81206815 B01 �Common Truss 1 1 L __ ___ � ____ _ I_ __ 1 _ Job Reference(optiona�__ is�sooe� _ - _.. _ . ProBuiltl Arlington,Arlington,WA 98223,Jane Ferderer 7.250 s Au@ 25 2011 MiTek Induslries,Inc.Wed Jul 25 10:01:07 2012 Page 1 �a2-�a ID:tckuHCcRcxLqOEEILYJGPywxHj-7XOjopNuDJgsBpIJN2abYYgVg3v6846rn1 qB bNyuZ5A �. -�-�-�_- F_—_._...... . _ _.6'6-� _..__._ - �_ .._ .___19-Q-Q__. _ __-_ ..__ _ �_74-0-0._.I .._-__- _ _. ._ ____ __. .__—. __.___. __. -____________-- .. .___--.__._. 1-0.0 6-6-0 6-6-0 � 1-0.0 Scale=126.7 4x4 I I 8 � � 7 6.00�12 / / � 4�� i � L \ � �� i g �� / I ' I I - � � I � � � I , � � _ I,. � � � � -- � -- - t°��_ - -;;�__ _- Jt -�{ -- --�}�� -� - --- -� „ ''" �� ,o � i' � - ia � � ' - - - - - - _ _ __ _ - — - � � �� 18 17 16 15 14 13 12 3x4= 3x4 = 1&2-14 �___ _._. __...__.� ___.--_. . _ 13-0-0._.... ._.._i _.. _. - — .__._ -____ —__- _ ._- ..— _ -. __ ___.-._____.__._—___..__- __— _. —13_0-0 ___ _-__ .._ ..__ ..._.._— _._--.-.- ._ __ -.___._ .. ...__..__ _ -- .—. _-- _. __- _-_ -- .._.._ .__ __-- — ._ __—___ _ ___-- ______-- —_____ LOADING(ps� � SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1 15 � TC 0.05 � Vert(LL) 0.00 10 Nr 180 MT20 1851148 TCDL 10.0 Lumber Increase 1.15 I BC 0.02 ; VeR(TL) -0.00 11 n/r 120 BCLL 0.0 * i Rep Stress Incr Yes i WB 0.03 � Horz(TL) 0.00 10 n/a nla BCDL 8.0 ! Code IRC2009/TPI2007 (Matrix) �I Weight:51 Ib FT=20% — --_ �_— __ ____ __ �— ----_ L__ __ __ --------- . __ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 13-0-0. (Ib)- Max Horz 2=38(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)2,10,16,17,18,14,13,12 Max Grav All reactions 250 Ib or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live�oads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Spsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10,16,17,18,14, 13,12. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. �(�� (��, 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� ,� LOAD CASE�S) Standard � � � � l�� *+ July 26,2012 �'� � WARNING-Verify design parameters antl read notes on ihis Truss Design Orawing and included DrJ Referenca Sheet(rev.03-11�before use.Design ,, valitl for use with MiTek connector plates only.This design is basetl only upon parameters shown,a�d is for an individual building component.Applicability , �, of design parameters antl proper incorporetion of the component is responsibiliry of building designer or owner of the trusses antl installec Laterel restraint i � designations shown on individual web and chord members are for compression buckling onty,not torbuilding slability bracing.Additional temporary restrainV I, diagonal brecing to insure slabiliry dunng construction is the responsibility of the installer.AddAional permanent building stability bracing of tha overall structure ��, is ihe responsibility of the builtling tlesigner or owner of the husses.For general guidance regarding design responsibilities,tabncation,qualAy control,storage, � �I delivery,erection,lateral restraint and tliagonal bracing,consuN ANSI/TPI t,DSB-89 antl BCSI(Builtling Component Satery Information)available hom i CONSULT/NG LLC ' . _. SBCA ffi.www sbcindustry.com. _ . __... . . _ .... . . . . .. ...__ . . .. . . _... . .... . . ... . _ ..__. __.__. . .__ . . _�, � Job Truss � -� -�Truss Type.._. . . .. ... �Qty --�-TPIy - Plan it256sJ� - �-- --.-. ..... ... ... - 15750062 I 81206815 COt Common Truss 1 1 � � _ _ _ __-- _ _ _- ___ �Job Reference(optionalj I ProBuild Arlingto�,AAington,WA 98223,Jane Fertlerer 7 250 s Auy 25 2071 MiTek Intlustries,Inc.Wetl Jul 25 10:01:08 2012 Page 1 �a2-74 ID:tckuHCcRcxLqOEEILYjJGPywxHj-bky5090W dojoztVxm5q4mCf TE5tX6_Ohak7pyuZ59 -1 0 0___ _ _ 6-0-0. 12-_0-0 13-0.0 i_. �-ao �... _ - ___--___ _s-o o _. _ � __ __ - ___ s-o o . _ -f-�_ao i Scale=1:24.4 4x4 I I 5 ' � 6 4 6.00�12 � �I � i I \ 7 � � � � i � i �� I � I , :__— . � _— -- � - —-�Q \\ 8 n+ ; � /�-___ - - - -�,} _-_- , - - �\ ��, z _ - - ---- � - � i / �� J y ,o � � _ ._ - - - - - - -- - - `� � � 3x4 -�. 14 13 12 11 10 3x4 -- 1&2-14 F_ __.- ._._- - _ __-_ _ _... _. . .. __.12'0_Q._ . __ ....i -____ . _. . .- - .- ._ ._12-0-0._ __.___ _-_._._.... ___..__.________ ._ - __—._ ....__-- _ -_—___ . -__ -_._ -- _ ___ .-___ .. .-__ --. _-- ___ _ __ ..____ ..______. . _- -- __ _ -_ _ __ _. .. _____-_ ..._ ...__.....-.._____-_..-____._. ______ LOADING(ps� � SPACING 2 0-0 � CSI � DEPL in (loc) Ildefl Ud � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.08 VeR(LL) 0 01 9 nlr 180 MT20 185/148 TCDL 10.0 Lumber increase 1.15 BC 0.05 � Vert(TL) 0.01 9 nlr 120 I BCLL 0.0 ` Rep Stress Incr Yes I WB 0.04 Horz(TL) 0.00 8 Na n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) j Weight:44 Ib FT=20% . . __.--__. .-—__.__"_'__. ._._._. — .. l ._._._.-"". ..._" _...._.__ ..........___"_.._.._. .._. __'. _'..___..___ _y.—_—— -- — — __....... LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 12-0-0. (Ib)- Max Horz 2=-36(LC 6) Max Uplift A�I uplift 100 Ib or less at joint(s)2,8,13,14,11,10 Max Grav All reactions 250 Ib or less at joint(s)2,8,12,13,11 except 14=271(LC 9),10=271(LC 10) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Spsf;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 ptane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as appiicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless othervvise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other iive loads. 8)"This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,8,13,14,11,10. 10)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. ��J� ��,t,� 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �3; �� i�� ,��'' � . '�� LOAD CASE(S) Standard �,,� � � � � �4 �� July 26,2012 � . :�' �� of tleagn pa amete s antl p operinc�orpo ati n of the colmponent es eepons bility ofbu IGing tles g e o Sowner of he russesland ins al�ler.eLate Peestbaint I , �I ��, tlesignations shown on intlrvidual web and chord members are for compression buckling only,not forbuilding stability bracing.Adtlitional temporary restrainV 'i �.. I diagonal bracing to insure stability dunng construction is the responsibility of the installer.Add'Rional permanent builtling ffiabiliry bracing of lhe overell struclure I� I, �� is the responsibiliry of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabrication,qualily conirol,storage, I n .�l , �� delivery,erection,lateral restraint and diagonal bracing,consull ANSI/TPI 1,DS&89 and BCSI(Builtling Component Safety Intormation)available from � `,QNSULIING LLC I ��, SBCA at www sbcindustry com. I _ __ - - �Job f Truss - - �Truss Type Qty Ply Plan#2566�J —-- — i � 81206815 II D01 Common Truss 1 7 � __ ___ _._ � .__.._. ..._ _.. .._ ._ __. _... , _. ._Job Ref_erence{OptlOnal) I575oos3 I ___ ProBuild Arlingtoq Adinqton,WA 98223,Jane Ferderer 7250 s Aug 25 2011 MiTek Industries,�na�Wetl Jul 25 10:01�08 2012 Page 1 �8 2�4 ID tckuHCcRcxLqOEEILYJGPywxH�bky5090W dojoztVxm5q4mCfllTEwtX?_Ohak7pyuZ59 i '�'0"0 �- �o-o �—__ io-o_o --- --- F ��-o-o_ { .- ____—__ _----- ------ -- --- __ i-o-o s-o-o aao i-o-o Scale=123.5 4x4 I I 4 � 2x4 I I --'� 52x4 I f 6.00 12 3 m� � L � d I � NI � I I I / \ � z /� __"_. _ ...._...._. .__.I�I _.._.__..-� �I . _-_ _- _ - \6 � I v��' �_ � � � _' �- � I� ' i /� �Z�X��X_SZ�ZX��XX�'X��X _ _ XXXXXXX� �� '� �- �� - � io s a 3x4 = 3x4 = 2x4 I� 2x4 I I 2x4 I I 18-2-14 I_.._... _.._..____ __... _.— __ --_ �0'�-a—_ . . .� ...—. _—__. __.__—. _._. __. ._____ . _ - .__— —10-0-0_. —_ .___—_.___..—_— __�___.___.__--- .__--_ __—__ .___—_- _-- _ — _—— . _—_ _ __— .- —. ___——__. — _ — _ _. —__--___ -—___.__- _._ - _ — __—_—__.____—_--__.__.._._____.___ LOADING(ps� SPACING 2-0-0 � CSI r DEFL in (loc) I/defl Lld PLATES GRIP TCLL 25.0 � Plates Increase 1.15 � TC 0.11 I Vert(LL) 0.01 7 n/r 180 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr Yes WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 8.0 I Code IRC2009/TPI2007 (Matrix) Weight:34 Ib FT=20% __ __ ___L----- -_ _ __ . - -- - --- _ -_ ___ _-- ___ -- --- __- - - -- -- _ __ - ------ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Strudural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directiy app�ied or 6-0-0 oc bracing. OTHERS 2 X 4 HF Stud/Std REACTIONS All bearings 10-0-0. (Ib)- Max Horz 2=-32(LC 6) Mvc Uplift All uplift 100 Ib or less at joint(s)2,6,9,10,8 Max Grav All reactions 250 Ib or less at joint(s)2,6,9 except 10=310(LC 9), 8=310(LC 10) FORCES (Ib)-Max.Comp./Mau.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified buiiding designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonwncurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,6,9,10,8. 9)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. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. d ��45�� j+,_ LOAD CASE(S) Standard �,�"� ��*��,�,� '�r' � � � � �y �� July 26,2012 v� WARNING-Verity design parameters antl read notes on this Tmss Design Drewing antl included DrJ Reterence Sheet(rev.03-N')before use.Design i 'i valid for use wdh MiTek connector plates ony.This design is based only upon parameters shown,and is for an individual building componenL ApplicabilRy , i , of aesign parameters and proper incorporetion of the component is responsibility of building designer or ownar of the trusses antl installec Laterel restraint I 'I '��.. tlesignations shown on intlividual web antl chortl members are far compression buckling only,not forbuilding stabilify bracing.Adtlilional temporary restrainV � tliagonal bracing to insure stability tlunng construMion is the responsibility of the installer.AddRional permanent building stability bracing ot the overall structure � ,. is the responsibility of the building tlesigner or owner of the trusses.For general guidance regarding design responsibilities,fabncation,quality control,storege, :� '�� delivery,erection,lateral restraint and diagonal brecing,consutt ANSI/TPI 1,DS&89 and BCSI(Building ComponeM Safely Information)available from � CONSUL�N�'LLC II � SBCA at www.sbcintlustry com,_ . _ '.� _. .._.____. ..._..I -- - . Job _ ---�Truss TrussType _ _ __IQty �Ply Pianu25ssd- __ -- __ I I 87206815 002 �FMK I� � 15750064I _.__ --_ ..._-1 ___. ._. L---- -.._ _.__ ._ ._. ..... Job Reference(oetionalZ ._I ProBuild Arlington,AAington,WA 98223,Jane Fertlerer 7 250 5 Aug 25 2011 MiTek Industnes,Inc.�Wed Jul 25 10:01:09 2012 Page 1 ID tckuHCcRcxLqOEEILYjJGPywxH�3wVTDV091wwaQ7ShVT 3d I ItMjcpABELJIgFyuZ58 iaz-ia ��-z-'i� 2-1�-a_ so-o �-o-�z ia_ao � _2-��-4 ______--1--- --z-a�z __ F _ zo-i2 _ � _ _ z i�a _--- � Scale=120.9 Sx8 I I 3 i 6.00 12 � 2x4 \� / 2x4 �/ I 2 \\ �� \ N � j� � - -_ -- �, � � 5 I M � � / - - � -- -- - --._ ._ ___. ... i__ -�. .L-- - ____ _- � 1 / i / i i vl � -_ _.... _ .- _-_.__... ._- ------------------- ---__ _I-.. _ _.---- _ _..-------- v � � � _ � lo �6x6% 7 6 �l__.� tOx10= tOx10 =_ ��I 6x6� 1&2-14 18-2-14 3-j-8_ 6-4-_8__ 10-0-0 �. . . - _ . -- _ .__ - _F—_ __ ._._. ._._-I .__-— __-_ � __ __--_-_-__._.--___-_ ____3'7'8 ___ __. ____ _290_ __ __ __ _ _ ____.3-Z-8__ -_-- ___ ____-_ _. ____. _Plate._O_ffsets�X�_�:0-5_1_0 0-3-0],[5.0-5-10 Q-3-� __.__.__ -_____ _ --- --- ---- - --- - -- . ----- ---- ------- -- -- - ------- _-- - --- __ __ ___- -- - LOADING(ps� � SPACING 2 0-0 CSI DEFL in (loc) i/defl lJd i PLATES GRIP TCIL 25A I Plates Increase 1.15 TC 0.27 Vert(LL) 0.06 6-7 >999 240 MT20 185/148 TCDL 10.0 j Lumber Increase 1.15 BC 0.92 Vert(TL) -0.12 6-7 �949 180 i BCLL 0.0 * I Rep Stress Incr NO WB 076 Ho2(TL) 0.03 5 n/a n/a i BCDL _ 8.0 _ I Code IRC2009/TPI2007 (Matrix) � Weight:81 Ib FT=20% - i _--- --_ _-- -- ---- ___ _ __. _.._ -- -- ------ � _-___---_ _ - -- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing diredly applied or 4-8-4 oc purlins. BOT CHORD 2 X 6 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std REACTIONS (Ib/size) 1=4227/0-5-8 (min.0-3-8),5=4227/0-5-8 (min.0-3-8) Max Norz 1=-21(LC 3) Max Upliftl=-279(LC 5),5=279(LC 6) PORCES (Ib)-Max.Comp./Max.Ten.-Ali forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6174/414,2-3=-60921423,3-4=-6092/424,4-5=-61741415 BOT CHORD 1-7=-363/5419,6-7=-23713983,5-6=-34315419 WEBS 3-7=-212/2984,3-6=-212/2984 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-7-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-5-0 oc. Webs connected as follows:2 X 4-1 row ffi 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Spsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live ioads. 6)'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 membera �� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=279, �,�5, ��,��y� 5=279. '�"r � 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced �; Q� standard ANSI/TPI 1. � 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S� Standard 1)Regutar.Lumber Increase=1.15,Plate Increase=1.15 � Continued on page 2 � � twti �� °� July 26,2012 i � WARNING-Veriry tlesign parameters and read notes on this Truss Design Drewing antl inclutletl DrJ Reference Sheet(iev.03-11)before use.Design � valid tor use wRh Mi7ek connector plates ony.This tlesign is based only upon parameters shown,and is 1or an individual building component.ApplicabilAy � � of tlesign paremeters and proper incorporetion o/the componeM is responsibiliry of builtling desiqner or owner of the trusses antl installec Laleral restraint , ! tlesignations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracinq.Additional temporary restrainU I . tliagonal bracing to insure stability dunng construIXion is the respoasibility of the installer.Atlddional permanent building stabiliry bracing of the overall structure i is the responsibiliry of the butlding tlesigner or owner of the trusses.For general guitlance regartling tlesign responsibilities,fabrication,qualily control,storage, , . .. delivery,erection,lateral restreinl and diagonal bracing,consutt ANSI/TPI 1,DS&89 and BCSI(Bwiding ComponeM Safety Information)available from CONSUlT1NG LLC SBCA at www sbcintlustry com. 1_ . � ..__ __ . _ . _.. _. . . _..._ _ . _._. ___.___ .______ .._. . _ . ._.. . . . __. .___ ._.__. ._ . .__.__ ... _ _ -__. _ ...__ ._ _... __ . _ _ _ Job Truss Truss Type . . . Qty �Ply Pian#2565-J . 15750064 ��B1206815 D02 FINK � 2 IJOb RBfef2flCe.�O_Qt10118� ____. ______ _____ .__ I _.._. ____ __-_ I _ ___- I__ __.. . . . . _ — ProBuild Adington,Adington,WA 98223,Jane Ferderer 7 250 s Aug 25 2011 MiTak Industnes,Inc.Wed Jul 25 10:01:09 2012 Page 2 ID:tckuHCcRcxLqOEEILYJGPywxHj-3wVTDV091wwaQ7ShVTc3dzlnitMjcpABELJ IgFyuZ58 LOAD CASE�S) Standard Uniform Loads(pl� Vert:1-5=-816(F=-800),1-3=-70,3-5=-70 y.. ��i ,,� WARNING-Venfy design parameters and read notes on this Tmss Design Drawing and inclutled OrJ Reference Sheat(rev.03-11')before use.Design �'I �, valid for use with MiTek connector plates only.This design is basetl only upon parameters shown,antl is for an intlividual builtling component.Applicabiliry , ,, , of tlesign paremeters antl proper incorporation of the component is responsibildy of builtling designer or owner of the trusses and installer. Laterel restiaint I i designations shown on individual web and chortl members are for compression buckling only,not forbuilding s�ability bracing.Addifional temporary res�rainU I, diagonal bracing to insure sfabilky during construdion is the responsibility of the installer.Additional permanent building stabilily bracing of the overall structure � i is the responsibility of the building designer or owner of the trusses.For generel guidance regarding design responsibilities,fabrication,qualdy coMrol,storage. > �, delivery,erection,laterel restraint and diagonal bracing,consutt ANSIlTPI 1,DS&89 and BCSI(Builtling Component Safety Information)available from CONSIJLT/NG LLC II �� SBCA at www.sbcin0ustry com. _. ._. .. ... _ _._. .. ._ . .... ... _.._. . . . . . . I. ._ . . _.. .._... . _ . i i ',J_ Reference o tional __ __ � Job �Truss Truss Type �Qty Ply Plan#256SJ B1206815 E01 MonopRch Truss � � � 15750065i � I---- --— _ � - ! . ob (P__ 1 ProBuild Atlington,AAington,WA 98223,Jane Fertlerer 7.250 5 Aug 25 2011 MiTek Industnes,Inc.Wetl Jul 25 10:01:10 2012 Page t 9�2 ID tckuHCcRCx�qOEEILYjJGPywxHj-X63rQrPnWE2R2H1t3A719BI0vHwrLRoHT?3rCiyuZ57 f .-�'9'� __.�_. _______._ ...__.. _ 3 11-8_...__. .� 1-0.0 3-11-8 __ __ -_____.__- Scale:3/4"=1' 4 2x4 I I/ 2x4 I! � �I / I'_� 6.��12 3 � ��( / I �� I N j% / l I � �/ / �I I % / , I I � ' I I / 2 /� � �� _�� ._... ___._ . .._ _ f. .1..___ .. ..____-I�• _ i � � dl %/ � s � / _ — _ _ _ _ � 6 5 3x4 = 2x4 II ZXq II 9-1-2 I____-__.___ __.__ . ..__3�.L'8-__.________—___.- —_ _i ---------- ---�u-a___ ---- - -- --- -- -- -- - -- --__ ____ --- —_- -- -- -- — - ------ - ___ __. __- _- ---- -- - - LOADING(ps� � SPACING 2-0-0 CSI � DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 � Plates Increase 1.15 TC 0.05 � Vert(LL) 0.00 1 n/r 180 MT20 1851148 TCDL 10.0 Lumber Increase 1.15 BC 0.03 j Vert(TL) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr Yes I WB 0.03 � Ho2(TL) 0.00 5 n!a n/a i BCDL 8.0 I Code IRC2009(TPI2007 (Matrix) i Weight:15 Ib FT=20% _ I ----- --_____ --—___�------- _—___ _ __— _ . � — __ -- __ _ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Strudural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2 X 4 HF No.2 end verticals. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Stud/Std REACTIONS (Ib/size) 5=15/3-11-8 (min.0-1-8),2=180/3-11-8 (min.0-1-8),6=202/3-11-8 (min.0-1-8) Ma�c Horz 2=61(LC 4) Max Uplift5=-6(LC 4),2=-29(LC 5),6=21(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Spsf;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 DO1=1.33 2)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. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-40 oc. 5)This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,2,6. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 9)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. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� LOAD CASE(S) Standard � *�"�, � �� ,s:�, ,�� i"� �s� �� July 26,2012 ��, � WARNING-Venfy design paremeters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.0311')before use.Design �, valitl for use with MiTek connector plates only.This design is basetl only upon parameters shown,and is for an individual building component.Applicabiliry '� of design parameters and proper incorporation ot the component is responsibilHy of building designer or owner of ihe irusses and installer.Lateral restraint , il , designations shown on intlividual web and chord members are for compression buckling only,not forbuilding stability bracing.Adtlitional temporary restrainV i I, diagonal bracing to insure stabilRy during construction is the responsibility of the installec Addftional permanent builtling stability bracing of the overall structure I is the responsibiliry of the building designer or owner of the trusses.For general guitlance regartling tlesign responsibilities,fabncation,quality coMrol,storage, .. , delivery,erection,laterel restreint and diagonal bracing,consutt ANSI/TPI 1,DS&89 and BCSI(Building Componenl Safety Information)available from CONSULTING LLC I , SBCA at www sbcintlustry com_ .. ' i _ ._ -_-._ ___. - ___..__. ._ _ . . ___.. . ____—_ _ ._ . .._... . . . .._._.. .._ .. ._ _ . . .�... .... ___._.__._. . . .... i � �Job - -- -- Truss---- ITrussT e � fQty. .-jPly ��Plan#256SJ- -�--. .. .... ...- . 15750066 t I 12 I ' I I81206815 'E02 'MONOPITCH TRUSS . I�I � LJob Reference�optional) __ ___ .___ _. ProBUiltl Adington,Adington,WA 98223,Jane Ferderer 7250 s Aug 25 2011 MiTak Intlustnes,Ina Wed Jul 25 70�01:10 2012 Page 1 IDtckuHCcRcxLqOEEILYjJGPywxNj--XqC�3rQrPnWE2R2H1t3A71961_aHv1LRIHT?3rCiyuZ57 �.... _.?-o-0 9-f-?.. . . . 3100 . _.._. ..._. ._ ..__3}�"8 _ - . _._.. __ _ 1-0-0 3-10-0 0-1- Scale:3/4"=�' 3 2x4 I I� I �� - � 6.00 I 12 / � � �� %� 1 � � �� 2 /% i j �! � / t � , � - - -- =` � � �� - ,� !� �s '� q i / �� - — - - - - 4 � I � � j i �� 'l� �i � 2x4 I I l-. 3x4'_ — -.---- --- --.- -.-- . _.. __-. .._.. ---- ----- �--- --� -.---��--�--- . -_ ... T... . .._. _ . ---- � -�- ----- - �-- -- -- - --- --- -_.. . - --- ----- LOADING(ps� I SPACING 2-0-0 i CSI DEFL in (loc) I/defl Ud I pLATES GRIP TCLL 25.0 I Plates Increase 1.15 TC 0.13 Vert(LL) 0.01 2-4 >999 240 MT20 1851148 TCDL 10.0 Lumberl�crease 1,15 BC 0.08 Vert(TL) -OA2 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 � Horz(TL) 0.00 4 n/a nla , BCDL 8.0 � Code IRC2009ITPI2007 (Matrix) ' � Weight:13 Ib FT=20% - ___-- ---- — - --_-_ ____ _ _ _ � ____----__ _ _ ----- _ ------ _ _ LUMBER BRACING TOP CHORD 2 X 4 HF No2 TOP CHORD Strudural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2 X 4 HF No2 end verticals. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=255/0-5-8 (min.0-1-8),4=139/0-1-8 (min.0-1-8) Max Horz 2=61(LC 4) Max Uplift2=-43(LC 5),4=-11(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCOL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between che bottom chord and any other members. 4)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. 7)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. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE�S) Standard � " �„ �� ,#4�� .� ; �' •��' ,�+�� July 26,2012 ,I � WARNING-Veriy dasign parameters and reatl notes on this Truss Design Orawing and inclutled OrJ Referenca Sheet(rev.03-11')bePore use.Design ,,' I , valitl for use with MiTek connactor plales only.This desiqn is basetl only upon parameters shown,and is for an individual building component.Applicability , I �� ot tlesign paremeters antl proper incorporation of the component is responsibiliry of builtling designer or owner of the trusses and installec Lateral restraint � I , designations shown on individual web and chord members are for compression buckling only,not forbuilding stability brecing.Additional temporary restreinV , . � diagonal bracing ta insure stabilfly during construclion is the responsibility of the installer.Adddional permanent builtling stability bracing o�the overell structure � � ', is the responsibility of the builtling tlesigner or owner of the trusses.For general guiGance regaraing design responsibiltties,tabncation,quality control,storage, I n ' ��, delivery,erection,lateral restraint and diagonal bracinq,consuH ANSIlTPI 7,DS&89 and BCSI(Builtling Component Safety Information)available from '�� yONSUIT/NG LLC i . _SBCAetwwwsbclndustrycom._ .. .._. . .. . ... . . .. _ _.. ._.. I . ... . .. ' - -- _____ __ _ . --- -__ ___ � Job i Truss Truss Type .. - _...-....----- -. IQty.-. .. .i PIy- �i Pian a2589-J 15750067, 61206815 E03 MONOPITCH TRUSS 1 I�� i I �. _---_ --_ _ -------- _ � _ ___ � 1 �Job R_eference�oQtionall - - -- - ---. __ i ProBuild Arlington,Arlinglon,WA 99223,Jane Ferderer 7250 5 Aug 25 2071 MiTek Industnes,Inc.Wetl Ju125 10:01:10 2012 Page i ID:tckuHCcRcxLqOEE ILYjJGPywxF,ij-X63rQrPn WE2R2H 1 t3A71981?YHv1 IRIHT?3rC iyuZ57 1'P'P .. _9�_2 . _3'iQ'�__ . -___._.3�{?go _. f 100. _.I-__ ...__ . . . . _ 3100 .. . .. 0'�' 3x4 % Scale:3/4"=1' 3 /I�a I I �� 3x4 % / 6.00��p � �� - / o / / / ��/ I/ II Ilw � I_� � � � � � i 2 ' / � / _.. � � � , � � � � / � �- '--- - — • � , ------ -�I L- --�-- . m M � � � � _- ° _ _�- � -- — �- — � �/ � �d / �, 4. � / 2x4 i I I / I��v 2x4 !I I/ 4x8= _.. __ __ .. . - - . ._ __ — ------ ---- Plate Qffsets�Y�-[2_0-4 OA-2,1� -- --- --- ---- . _-- -- --- --- - -- - -- - ---- - -- -- -- - --- - ------- ------- --- -- -- �_ T__— - �-— - T LOADING(ps� SPACING 2-0-0 � CSI DEFL in (loc) I/deFl Ud PIATES GRIP TCLL 25.0 Plates Increase 1.15 i TC 0.07 ! Vert(LL) -0.01 2-4 >999 240 i MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.08 � Vert(TL) -0.02 2-4 >999 180 ! BCLL 0.0 * Rep Stress Incr Yes WB 0.00 li Horz(TL) 0.00 4 n/a n/a I BCDL 8.0 Code IRC2009lTPI2007 I (Matrix) ! Weight:18 Ib FT=20% __ .. _ - - __ _ _--_ __ ___ L - — _. �_. —= —__—_ —__ ___--- - — LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2 X 4 HF No.2 end verticals. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 HF Stud/Std REACTIONS (Ib/size) 2=255/0-5-8 (min.0-1-8),4=139/0-1-8 (min.0-1-8) Max Horz 2=61(LC 4) Max Uplift2=-43(LC 5),4=-11(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)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 ANSIITPI 1. 3)Gabfe studs spaced ffi 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanicai connection(by others)of truss to bearing plate at joint(s)4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upliR at joint(s)2,4. 9)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. �(}�� F��.« 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss �,�3, �� i�,�� LOAD CASE(S) Standard �� 7a �" � �� k July 26,2012 � ,� WARNING-Veriy tlesign parameters and read notes on this Tmss Design Drawing and included DrJ Reference Sheet(rev.03-71')before use.Design : '', valid tor usa wdh MiTek connector plates onty.This design is basetl onry upon paremeters shown,and is for an individual building componanL Applicabildy I , _ of design paremeters and pmper incorporetion of the component is responsibility of building designer or owner of the trusses and installer.Lateral restraiM il , �, tlesignations shown on intlivitlual web and chortl members are�or compression buckling only,not forbuilding stability brecing.Atltlitional temporary restrainV � '�, diagonal bracing to insure stabilAy during construction is the responsibility of the installer.Atltldional permanent building stabiliry bracing of the overall structure I .- .� li is the responsibility of the building designer or owner of the trusses.For general guidance regarding design responsibilities,fabncation,quality coMrol,storege, �f y. .. I tlelivery,erection,lateral restraint antl diagonal bracing,consutt ANSIRPI 1,DS&89 antl BCSI(Builtling Component Safety Information)available from ' yONSULT/NG t�C SBCA at www sbcindustry com. __ � _. . � Job iTruss ...._ .--_ ...ITrussType. . - .. . . . . Qty � Ply Plan#258SJ -.-... �� ...... 15750068�I �B7206815 �E04 �MONOPITCH TRUSS 5 � 1 � t _I �Job Reference(optional�_ ____ _ ProBuild Arlington,Adington,WA 98223,Jane Ferderer � 7250 s Aug 25 2011 MiTek InCUStries,Inc. Wetl Ju125 10:01:11 2012 Page 1 ID:tckuHCcRcxLqOEEILY�JGPywxtql�O,jdDeBQPHYAIfRc4cufXi0q55gDG4uYRifoPk8yuZ56 . _ir_�'�-9+2 . . _.__. 5-19-4_ _. _. ___._ SyF{�i 1 0 0 ...-. . 510-0 0-1-B Scale=122.7 2x4 I i 3 /J I 6.00 I 12 ! � % � � � �� I� � i j !� � � ( � , �, , ;. �� ; ; � �� - -- � -- —�ai � � _ _ � ya � � �o � m , � ��''�_ � % � ° zxa �� 3x4 - � --__. ._- -.------- --- --_—� --- - -- � ----- -- -� - --- -- — -�— �---- - -� -- --__ ..._ �-- - -- � — --- - - -�--- �------ ---- LOADING(ps� SPACING 2-0-0 CSI � DEFL in Qoc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 � TC 0.40 � Vert(LL) -0.06 2-4 >999 240 MT20 185/148 TCDL 10A �' Lumber Increase 1.15 I BC 021 Jj Vert(TL) -0.14 2-4 >485 180 BCLL 0.0 " Rep Stress Incr Yes WB 0.00 ! Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 � (Matrix) I Weight:19 Ib FT=20% -- __ . � _ _ ---- -_ -------- -- — -- - - LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except BOT CHORD 2 X 4 HF No.2 end verticals. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=336l0-5-8 (min.0-1-8),4=231/0-1-8 (min.0-1-8) Max Horz 2=89(LC 4) Mvc Uplift2=-43(LC 5),4=-23(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25k;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surtace. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. 7)This truss is designed in accordance with the 2009 International Residentiai Code sedions R502.1�.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity modei was used in the analysis and design of this truss. LOAD CASE�S) Standard ��x �� Q� � �a� , � � � �� July 26,2012 � WARNING-Venfy design paremeters and read notes on this Truss Design Drawing and included DrJ Reference Sheel(rev.03-11')before use.Design � valitl for use wilh MiTek connector plates only.This design is based only upon parameters shown,antl is for an intlivitlual builtling component.Applicability , . ot design parameters and proper incorporation of the component is responsibilRy of building designer or owner of the trusses antl installer.Lateral restraint �� tlesignations shown on individual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restrainV i I�I I diagonal bracing to insure stabildy tlunng constmction is the responsibility of the installer.AdtlRional permanenl builtling stability bracing of the overall structure � I ' is the responsibility of the building designei or owner of the trusses.For general guidance regarding tlesign responsibilities,fabrication,quality control,storage, . j I. delivery,erection,lateral restraint antl diagonal bracing,consull ANSI/TPI 1,OS&89 and BCSI(Building ComponeM Safety Information)available from � I� SBCA at www sbcindustry.com. _ __ . . . �iONSULT/NG LLC . i W� D pp r � "'� �\-" c D m -p D � o � i .. ,o �� Z D x m � t'D � rn ; y I � Q � o° "p ��*+ � � I I � � C�N�wp�Z a � ° A�w D � Q aQ�°•�Q c n a � � co oa oa o O � �� n� :^. 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