The URL can be used to link to this page

3202 3 car garage truss specs r FREESTONE \ DFF SOLDOTNA PLA�N 3202-� 3-G�R\81G FRONT PORGH L 51-00-00 � L 39-00-00 � 12-00-00 , l PITGHb/1],4/1],7�/17 TAILS VHRIE9 .s � .. .., .., . ,. .. . ,. . . , ., � � DRAWN BY:KN .w � v N � ^� � � .� . � �.�w w w .w. . w w w LOADING �u W W w w W w W W W TGLL-]5 PSP ��S-t g_� � TGDL-1 O PSF BGDL-8 PSF 5_2 � °'----""'-"-"--" w S"Z TOTAL-43 PSF 6-H1 WIND LOADING EXPOSURE"B' 6-HZ 85 MPH � N 6H3 OVERFRHMINb � BY OTHERS � BEAMS BY OTHERS 6-HS 6-H6 a1 6-H7 N � � VJ N � E-i � ~ b/17 2 ? 2 � � r' � E-3 $ Y � E� � d 6-H6 N ES � 6-HS E� u' 6-H4 � 6-H3 �b N 6-H2 E� END MA K (A)GOES HERE MUS26 E-5 6-H 1 GR S26 HUS28 5-H1 E 3-TH � g S Z E-3 S-2 S- � � °' � ^ � W W _' ' � S' E_' ' N �� W S�� I � v � � v � i � M •- _T C W W W W W w W �yJ � W W W W � . � Q �-T �� `t � g-0 I w E_� � _ 52 �_T � a i E-1 3 w w � � R 1- 5 �-Y 11-00-00 7-00-00 21-00-00 12-00-00 5-00-00 22-00-00 39-00-00 12-00-00 51-0Q-00 ��IVED MAY 13 2013 . , ► CONSULT/NG cc c DrJ Consuiting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B 1300738 3202-A 3 Car hvac in attic MiTek 20/20 7.2 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: I6327815 thruI6327866 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,a�d 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 Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. �pSL',PH p�� W �.-��°� "�'��`� � °� � .� � �� January 24,2013 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 cornponent(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 involved. IJob � Truss Tfuss Type �ty Ply 3202•A 3 Car hvae in attic . B1300138 7-TR WMMON y � 18327875 Job Reference o tional yProBuild lutington,A�lington,WA 98223,liatj 7250 a Aug 25 2011 MiTek Industriss,Ine. Thu Jan 24 07:4322 2013 Page 1 �o a ID:C44uyZRbolyC2�W8FoFGqlziylL-sEgXIrfX7�cCkceaOK69nwEVyBcWtzdizpnLWrSzsD2p 3-6-0 �-ao -s4 3-6-0 3-60 -5-4 4x4 �� Scale=1:302 2 12.00 12 t � 34 � Io 5 3x4= 2x4 II 3x8 II 3x4= 3�abl e-ao '6'� �-8-� 8-&0 7 0 0 '0-6-0� 3-0.0 � 3-0.0 �p-g-p� Plate Offsets(X.Y): f1�0-4-0 0-0-21 f1�0-0�4 o-�i r�n_a_n n_n_�i r�•n_n_��_�� LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deN Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(lL) -0.00 1-5 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 1-5 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight 27 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direcUy 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. WEBS 2 X 4 HF Stud/Std WEDGE Left:2 X 6 DF No.2,Right:2 X 6 DF No.2 REACTIONS (ib/size) 1=287/0-3-8 (min.0-1-8),3=331/0-3-8 (min.0-1-8) Max Horz 1=-86(LC 3) Max UpliR3=-15(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-271/16,2-3=274/18 NOTES 1)Unbalanced root 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This Vuss has bee�designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This Vuss 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. 5)Provide mechanical connection(by others)of Vuss to bearing plata eapable of withstanding t5 Ib uplift at joint 3. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sectians R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1�ss�� x �.� a �� January 24,201 � WARNING-Verily desipn paramaten and nad notes on this Tniae Deaiqn Drawinp and ineluded�rJ Rehrones S�eet(nv.03-1 t')bekro uas.Oe�ign valid for uas with MiTek eonnedor plsled only.7his design is besed only upon panmelen ahown,and is Por an individuai building eomponenl.ApplicabiRty � ol desipn panmstero and propsr incorponNon of the component i�roeponeibiliry ol buildinp deaigner or owner of the Wassa and inalaller. Latsral ro�troint deaignations shown on Individual web and chord membsn aro for compre�eion bucklinp ony,not forbui�ding atabiliy brecinp.AddNiona�temporary restrainV diagonal bracing to inauro ahbiliry du�inp unatrudion is Ihs roapo�eibiliy ot the inatallx.Additio�al permanent buAding slabiliry bracing of the ovenil aWCtun is the responsibiliry of Ihe buildinq deaignsr or owner of the lrua�es.For genenl guidanee regardinp deaign roaponsibilities,fabrication,qualiy control,slorage, de�ivery,eroeUon,lateral restraint and diagonal breeing,wnsWt ANSI/TPI t,DS&89 and BCSI(Building Componsnt Safey IMortnation)availabk hom CONSULT/NQ�LC SBCAatv.ww.sbcindust .com. �ab , Truss Truss ype pty Py a2o1-n 3 car nvac�n anie 18327B16 81300738 1-TRA COMMON � � Job Reference o tlonal �roBuiW lWinglon,AAington,WA 98223,LisQ 7.250 s Au 25 2011 MiTek Industries,Inc. Thu Jan T4 07:23:23 2013 Pags t 9 aa ID:C44uyZRbolyCzv�9sF6�Gqiziyll-KQEvyB19KEKbEo9auqgOTS27bOspi5F7vR44NuzsD2o i 3-8-0 ' 6-38 � 3-6-0 � y-9-8 � 4x4 II Scale=1:302 2 12.00 72 3x4 II 3 1 � 5 3x4 = 2x4 �I 4 3�n I� 3x4 �_p_p '0-0 p-&0 i 3-8-0 8-3-8 -8-0 3-0-0 � 2-9-8 � Plate Offsets(X Yl: f1:0-4-0 0-0-21 f 1�0-0-4 0-5-71 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC O.tB Vert(LL) -0.01 1-5 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) -0.02 1-5 �999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight 24 Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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. WEDGE Left:2 X 6 DF No.2 REACTIONS (Ib/size) 4=258/0-3-8 (min.0-1-8),1=258/0-3-8 (min.0-1-8) Max Horz 1=92(LC 4) Max Uplift4=-3(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=262/36 NOTES t)Unbalanced roof Iive loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat il;Exp C;enclosed;MWFRS(low-rise);cantilever leR and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)ot truss to bearing plate capable of withstanding 3 Ib uplift at joint 4. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI t. LOAD CASE(S) Standard ,��4SflPH p'�i" T� 4 a� � � �� January 24,201 ' � WARNING-Verity deaipn paromaten and read nobs on this Truss Dasipn Dnwi�q and included DrJ Rekrenu Shaat(rov.03•11')bekro uss.Design valid!or uae with MiTek connsdor platss onty.This deaign is based only upon parameten shown,and ie for en individual buildine component.Applicabiliry � ot design parameten and proper incorporallon of the componenl ia responaibility ot building designer or owner of tha trusssa and inatallsr. Lalerel rsetnint designations shown on individual wsb and choM memben ars for comproasion buckling only,nol forbuildinq stabiliy bracing.Additional temponry resUainV diagonal bncing to insuro stability during consWCtion i�the rstponeibiliy of ths installx.AddiUonal partnanent buildinp slabilily Macinp otfhs ovenll structuro ia the roaponniDility o/the buildinp deeigner or owner ol the trueess.For ge�enl guidance regardinp design rosponaibilitias,IabAcafion,qualiy eonirol,etorags, dalivery,erection,lateral reatraint and diagonal bncing,conault ANSIRPI 1,OS&BB and BCSI(Building Component Safay Information)availabls Irom CONSULT/NQ CLC SBCA at www.sbcindust .com. Job ` Truss Truss Type ory Pty 3202-A 3 Car hvac in attie isaz�en Bi300738 1•TRB COMMON � � Job Reference o tional ProBuild Arlingfon,Arlington,WA 98223,LisQ 7.250 t Auq 25 2071 MRek I�duatnes,Inc. Thu Jan 24 07:23:24 2013 Pege 1 ' 9-ao ID:C44uyZRbolyCz�$s�oFGqlziylL-ocnHAXgn4YSSrykmSXBG7ta11QDZRXIG75qdvLzsD2n 2-5-8 � 5-3-0 � 2-5-8 2-9-8 4x4 I I Scale=129.5 2 12.00 12 3�// 3x4 II � 3 5 6 3x4 = 4 zxA-WP zxa I�-o-o i 2-5-8 5-3-0 � 2•S8 2•9-8 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) i/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 5 >999 240 MT20 185N48 TCDL 10.0 Lumber lncrease 1.15 BC 0.05 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress incr Yes WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:24 Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 HF No.2 end verticals. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc brecing. REAC710NS (Ib/size) 6=213/Mechanical,4=213/0-3-8 (min.0-1-8) Max Horz 6=-94(LC 3) Max Uplift6=-5(LC 6),4=-3(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered(or this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical leR and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed tor a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 6 and 3 Ib uplift at joint 4. 7)This truss is designed in accordance with the 2009 Intemational ResidenGal Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �1{�S�"H p� 4 �4 (;`r�'� �O '�Q �6398 �� ,��.� January 24,201 � WARNING-Verify design panmeten and road noles on this Truss Design�rawinq and inGuded DW Referonce Sheet(rev.03-1 i')before uae.Design velid for use with MiTek connector platee ony.This daeipn i�baaed onty upon paremetan shown,and la lor an individual buildinp component Appliwbility � of deaign parameten end proper inwrporation of ths wmponent is responaibility of building daaigner or owner of the wases end installec Lateral reatreint desiqnaGone shown on individual web and choN membera aro for comproaaion buckling ony,not farbuildinp sfability bracing.Additional temponry restrainU diagonel biacing to inaure stability during wnatruction is ihe roaponaibiliy of the insWller.Additional permanent building stabiliry Cracing of the overall sWcturc is the reaponsibiliy o/the buiWinq designer or owner ot the trvsaea.For ganeral guidance regaiding deaiqn responsibilities,fabrication,quality control,alonge, delivery,erection,lateral restraint and diegonal brecing,consult AN51lfPl 1,DSB-89 and BCSI(Building Component Safey Infortnation)available from CONSULT/NQCLC SBCA at www.sbcindust .com. Job Truss Truss Type pty Ply �202-A 3 Car hvac in anic B1300738 1-TRC COMMON � � � 16327818 Job Reference o tional ProBuiM Arfington,AAinglon,WA 98223,List) 7.250�Aug 25 2011 MTek Industnsa,Ine.Thu Jan 24 07:23:25 2013 Pege 1 9-ao ID:C44uy2Rbol�tDzW4sFoFGqlziylL-GpLfNthPrsaIT6JZOF�Wt7TmpXdA ?QMIZBSnzsD2m 2-SB a-11-o 2-5-8 2-5-8 4x4 I I Scale=1:29.5 2 12A� 12 3x4 II 3x6�/ 3 � � � 5 q 6 3x4= zic$ab ZX< �s-ao Z•5'8 4-11•0 2•&8 2-58 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 5 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:231b FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 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) 6=199/Mechanical,4=799/Mechanical Max Ho2 6=93(LC 4) Max Uplift6=-5(LC 6),4=-5(LC 5) 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=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This Wss has been designed for a 10.0 psf bottom chord live Ioad nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connecUons. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 Ib uplift at joint 6 and 5 Ib uplift at joint 4. 7)This Vuss is designed in accordance with the 2009 intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��USSPH p�' � r� 4 '� �839$ �°�' � �4 AL January 24,201 � WARNING-Verify deapn panmsten and road notsa o�this True�Da�ign Drawing snd ineludad DrJ Refersnce Sheet(rov.03-11�belore use.�enign valid lor use»dth MiTek connectar platea ony.Thia design is based only upon parameten shown,and ia lor an individual buildi�g eomponsnt.Applieability , ot deaign paramaten and proper ineorporation of the componenl Is responsibility af building designer or owner of the trusses and inetaller. lateral resVainf designa�ionn ahown on individual web and chard membara are for compreasion buckling onty,not forbuildinp stability bracing.Add'Aional temponry reelrainU diagonal bradng to insun ntability dunng wnstruction ie ths rcaponsibility of the imtellsr.Additioaal pertnanent building atabiliry braunp of the oveall sWCture � is the reaponaibiliry of the building dasigner or owner of the Wsaes.For general guidanes regardinp deaipn responsibilitien,fabdcation,quality eontrol,storags, ' � delivery,eroction,lateral restreint and diagonal broeing,consull ANSI/TPI 1,DS&89 end BCSI(Building Component Safay Information)availabb from CONSULT/NQLLC SBCAatwww.sbcindust .com. ��b , Truss Truss Type ty Ply 3202-A 3 Car hvae in attic 81300738 1-TRS GABLE � � 16327819 Job Refarence o tlonal � ProBui�d Arlinglon,AAington,WA 98223,Li�ti 7150 s Aug 25 2011 MiTek Industriea,Ine.Thu Jan 24 07:23:25 2013 Page 1 s-ao 3� ID:C44uyZRbolyC�4SFoFGqIzIyIL-GpLfNthPrsalT6JzOF�Wt7TapXaAZS�MIZBSnzsD2m 7-ao .s-+ ��.. -5-4 3-6-0 . 3-60 5-4 4x4 II Scale=1:30] 3 12.00 12 2x4 I I 2x4 II � 4 d� �2 5 I� d 2x4 II 8 2x4 II 3x4 = 2x4 II 3x8 II 3x4 = 3xB II 9-40 9-0-0 -6-0 3b0 8-&0 -QO -&0 3•0.0 3-0•0 -6-0 Plate Offsets(X Y)• f 0-4-0 0-0-21.f2�0-0-4 0-5-71 f4�0-4-0 0-0-�1 f4•0 0-4 0 5 7] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) i/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.00 2-6 >999 240 MT20 185/148 TCDL 10.0 Lumberincrease 1.15 BC 0.07 Vert(TL) -0.01 2-6 >99g 1gp BCIL 0.0 ' Rep Stress Incr Yes WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaUix) Weight:30 ib FT=20°� LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing direc8y applied or 6-0-0 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 OTHERS 2 X 4 HF StudlStd WEDGE Left:2 X 6 HF No.2,Right 2 X 6 HF No.2 REACTIONS (Ib/size) 2=329/0-3-8 (min.0-1-8),4=329/0-3-8 (min.0-1-8) Max Horz 2=80(LC 4) Max Uplik2=-15(LC 5),4=-15(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-AII forces 250(Ib)or less except when shown. TOP CHORD 2-3=-271/16,3-4=-271/16 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 C;enclosed;MWFRS(tow-rise);cantilever lek 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)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom ehord live load nonconcurrent with any other live loads. 6)'This Vuss has been designed for a live load ot 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 7)Provide mechanical connection(by othero)oi truss to bearing plate capable of withstanding 15 ib upiift at joint 2 and t 5 Ib uplift at joint 4. 8)This Uuss is designed in accordance with the 2009 Intemational Residential Code seetions R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 7. ;V$�� LOAD CASE�S) Standard � � � , � � , �� o �gs a��` �"��ru.�'` January 24,201 QWARNING-Venry desipn parameteri and road nobs on this Truss Deeign Dnwinq md incfuded DrJ Raferencs Sheet(rov.03-11�befon uae.Deaign velid for uss wilh MRek eonnedor plates only.Thi�deaign ia based ony upon paremeten ahown,and Is for an(ndividua�building eomponsnt.Appliubility � of design parameten and propar incorporo6on af the component is responsibility of buildinp designer or owner of the Weasa and inetaller. Lateral rosVaint designationt shown on individuai wab�nd ehord memben aro tor compro�sion bucklinp onty,not forbuildinp ambility bracinp.AddHional temporary reatrainU diaganal bncinp to inauro staUility during construdion is ihe rosponaibility of ths insG�lec Additional permaneM Duilding stabiliry bracing of the ovenll atructuro � is Ihe ro�ponsibility ot Ihe buildinp deaigner or owner ol the truaaet.For general guidance rogarding deaign reapo�sibilitiea,/abncaNOn,qualiy control,storags, �� delivery,eroction,latsral rastraint and diagonal bracing,consufl ANSI/TPI 1,DSB-89 and BCSI(Buildinp Camponanl Satery In(ortnelion)availabb hom CONSUL�/NQ(LC SBCAatwww.sbcindust .com. Job 4 Tfuss Truss Type Qry Ply 3202-A 3 Car hvac in anic 16327820 81300738 3-TH COMMON � � Job Re/erence o tional �ProBuild Arlington,Arlington,WA 98223,List� 7 250 a Aug 25 2011 MiTsk I�dustnea,Ine.Thu Jan 21 0723:26 2013 Pege t ��.BA ID:gGeGAvSOZc43b3e2oVmVNVziyIK-k?v2bDi1c9i95Gu9ZyEk44fXNDIt��p��PJk DzsD21 "1-0-0 B'0.0 12-0-0 ��. �-�'� 8-�-� 6-0.0 5x6 = Scale:12"=1' 3 6.00 12 2 4 � 1$ 5 3x6= 2x4 II 77-9-0 3�— 17-9-0 8-0.0 12-0-0 6-0.0 6-0.0 Plate Offsets(X Y)• f2'0-2-12 0-1-81 f4'0-2-12 0-1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.59 Vert(LL) -0.06 4-5 >999 240 MT20 185/148 TCOL 10.0 Lumber Increase 1.15 8C 0.59 Vert(Tl) -0.16 4-5 >871 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.03 4 n/a n/a BCDI 8.0 Code IRC2009/TPI2007 (MaVix) Weight:34 ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling direcUy applied or 70-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std REACTIONS (�b/size) 4=892/Mechanical,2=996/0-5-8 (min.0-1-10) Max Ho2 2=48(LC 5) Max Uplift4=-48(LC 6),2=-87(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1535/160,3-4=-1526/151 BOT CHORD 2-5=-95/1286,4-5=-95/1286 WEBS 3-5=0/341 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=25k;Cat.il;Exp C;enclosed;MWFRS(low-rise);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 Vuss has been designed for a live load of 20.Opsf on the bottom chord in a�l areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit beriveen the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)o�Wss to bearing plate capable oi withstanding 48 Ib uplift at joint 4 and 87 Ib uplift atjoint 2. 7)This Wss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient ta support concentrated load(s)630 Ib down and 183 Ib up at 6-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �lUgHPH p�i' LOAD CASE�S) Standard l,� 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 � ,�j Uniform loads(pl� Vert:1-3=-70,3-4=-70,2-4=30(F=-14) Concentrated Loads(Ib) Vert:3=-630 � �� fl AL January 24,201 � WARNING-Veriy deapn parametsrs and read notes on this Trues Daaign Drewing�nd inoludsd DrJ Rehrencs Sheet(rav.03-17�beforo uas.Oeeign valid for use with MiTek connector plafea ony.7hia deaign ie baaed onty upon paremeten shown,and la lor en individual buildinq componsnt.ApplieabiGty � of design paremeters and proper incorporetion of the componant is rosponeibility of building designar or owner of the truases and installer. Lateral reatrainl designationa ahown on individual web and chord memben ars for comproaaion buckling only,not/or6uilding stabiliy braeing.AddHional temporary roafninV diagonal braGng to insure�tabiliy during conslrucNon is the responsibility of the inslalier.Addition�l pertnanent buildinp aUbility bracing of ths ovewll aWclure is the rosponsibility ol the buiiding designar or owner of ths lrussea.For ganeral puidancs rogarding deaign responsibilities,fabrication,qualiry control,storage, delivery,erection,latarel restreinl and diagonal brecing,consult ANSVTPI 7,DS&89 and BCSI(Buildinp Component Salery Infortnation)availabk hom CONSULT/NQ LLC �' SBCAatwww.ebcindus .com. � f_' 1 Job TfUSS TfUSS Type Qty Ply 3202-A 3 Carhvae in anie 18327821 81300738 3-TR ROOF TRUSS � � Job Reference o tional � ProBuild qrlinpton,AAington,WA 98223,list� � 7.250 s Aug 25 2017 MiTak Induatrie�,Inc.Thu Jan 24 07:23:28 2013 Pags 1 -�-0-0 �� e-a0 ID:gGeGAvSDZc43b3e2oVmVNVziyIK-k9v2bDI1c9i95Gu9ZyEk44fcoDRv��$PJk_DzsD21 1-0.0 8_0.0 12-0.0 6-0.0 5� �� SwIe:1Q"=7' 3 6.00 72 2 4 � Ig 5 3�c6= 2x4 II 17-9•0 3� 17-9-0 8-0-0 12A-0 6-0.0 6-0-0 Plate Offsets(X.Y): f2:0-2-12.0-1-81.f4:0-2-12.0-1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (toc) I/defl Ud PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.31 Vert(LL) -0.05 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.11 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.12 Horz(TL) 0.01 4 n/a n/a BCDL 8.0 Code IRC2009lfP12007 (MaVix) Weight:34 Ib FT=20°r6 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Strudural wood sheathing directly applied or 5-11-14 oc puriins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. WEBS 2 X 4 HF Stud/Std REACTIONS (�b/size) 4=499/Mechanical,2=594/0-5-8 (min.0-t-8) Max Horz 2=48(LC 5) Max Uplift4=-B(LC 6),2=-44(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-746/28,3-4=-742/20 BOT CHORD 2-5=0/587,4-5=0/587 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 C;enclosed;MWFRS(low-rise);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for Vuss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing ptate capable ot withstanding 8 Ib uplift at joint 4 and 44 Ib uplift at joint 2. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SqSBPN p �-�� A31ip4,�T�',� �O �� 4 �AL� January 24,201 QWARNING-Verify deaign paramelera and rsad nobs on lhis Trvsa Deaign DrewinQ and includad DrJ Rehroncs Shsst(nv.03-11')beMro uss.Oeaipn valid for use wiih MiTek connector pfates only.This deaiqn is baaed onty upon paremelero ahown,end is tor en individual buiidinp component.Appliubility � of design parametera anC props�incorpontion ot the component ia roaponsibility of buildinp daaigner or ovmer of the trussea and inataller. Lateral reaVaint designations shown o�individuai wa6 and chord memben a�e for compreialon buckiinp only,not forbuilding stabiliry braGng.AddiGOnal temporary rcatninV diagonal hracinp to insure stabiliry duriny mnaUUCtion Is the reaponsibiliy of Ns inatallsr.Additional permanent building atability bncing of the overall sWCturo is the responsibiliry of the buildinp designer or owner of ths trussae.For peneral puidanca regardinp deaign reeponaibilitiet,labrieation,qualiry control,stoiage, delivery,ercction,laterel restrainl and diagonal brecing,eonsutt ANSIRPI 1,DS8-89 end BCSI(Building Component Safary Informatlon)aveitabk from CONSULT/NG LLC SBCA at www.sbcindust .com. r �ob . Truss Truss Type Qry Pty 32o2-A 3 ear hvae in anie 18327822 81300738 4-MGR MONOTRUSS t t Job Reterence o tional �ProBuild Allington,AAington,WA 98423,list� 7.250 s Aug 25 2017 MTak Induafriea,Ine.Thu Jan 2�07:23:27 2013 Page 1 ��_�� ID:gGeGAvSDZc43b3e2oVmVN�z�ybK-CBTQoZjfNTqOiQTL7gIzdlCehd4Xej3iq32H WgzsD2k 4•ao 6_� +-ao 2-ao s�ia=i:22.i 3x8!2 6.00 12 i � 5 6 4 4x10 �/ 3 3x4 i 2x4 �� Plate ONsets(X.Y)• f2 0-3-3 0-1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.02 1-4 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.68 Vert(TL) -0.06 1-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.00 3 n/a n!a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:27 Ib FT=20°k LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-33 oc purlins, except BOT CHORD 2 X 6 DF 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) 1=773/0-5-8 (min.0-1-8),3=1022/Mechanical Max Horz 1=86(LC 4) Max Upliftl=-33(LC 5),3=-56(LC 5) Max Grav 1=807(LC 2),3=1022(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1072/16,2-3=-915/57 BOT CHORD 1-5=-5/936,5-6=-5/936,4-6=-5/936 WEBS 2-4=-24/1634 NOTES 1)Wind:ASCE 7-05;65mph;TCDL=6.Opsf;BCDL=4.Bpst;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever teft and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This Vuss 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.Opst on the bottom chord in ail areas where a rectangie 3-6-0 tall by 2-0-0 wide wiil fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)ot Uuss to bearing plate capable ot withstanding 33 Ib uplift at joint 1 and 56 ib upiift at joint 3. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and reterenced standard ANSI/TPI 1. 7)Girder carries tie-in span(s):2-3-0 from 0-0-0 to 2-6-0 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1214 Ib down and 44 Ib up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. � S�� 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(8). (J 13 LOAD CASE(S) Standard ,� 04 �T'4t',� 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 �' 4' �'AQ Uniform Loads(pl� � vert:�-z=-�a,1-5=-19(8=-3).4-5=16,3-a=z2i�s=2os� Continued on page 2 � ,�� +�,�►t�� January 24,201 QWARNING-Veriy ds�ipn parameten and nad�otss on this Tru��esign Dnwing and ineluded DrJ RsMronce SMSet(rov.03-11�beforo use.Deaign valid for use with MiTek connedor platss onN.Thi�design ia baaed only upon parameters shown,and is for an individual Duildinp wmponent.Applicabiliry , of de�ign panmeters and propsr Incorpontion of the wmponent ie roeponaibility of building desipner or owner of the Wsaes and installer. Lateral roatraint designations shown on individual wsb and chord memben aro for eompretafon buckling ony,not forbui�ding stability bracing.Additional temporery rostrafnU diagonal bracing to ineuro atabiliy during conslrudion is the rosponaibility of fhe installer.Additional permanent buildiny atability braeing of the ovenll atructurc is the rnponsibiliy of ihe building deaigner or owner o!the wsaea.For genenl guidance regarding design roaponaibilities,fabncation,qualily wntrol,etorege, , delivery,eroctlon,lateral rcstnint and tliagonal braeinp,consult ANSUTPI 7,DSB-89 and BCSI(Buildinp Component Safery Informalion)available trom CONSULTINQ LLC SBCAatwww.sbcindua .com. ; �� Job , Truss Truss Type ty P 32o2•A 3 Car hvac in ettie 18327822 81300738 4MGR MONO TRUSS � � Job Reference o tianal �ProBuiW Arlington,Arlington,WA 98223,LisQ 7 250 s Aup 25 2011 MiTek Induatriea,Ina Thu Jan 24 0723:27 2013 Page 2 I D:gGe GAvS DZc43b3e2 oVmVN Vziyl K-C BTQoZf NTqOiQTL7glzdl C ehd4X ej 3iq32 H WgzsD2 k LOAD CASE(S) Standard Concentrated�oads(Ib) Vert:6=-892(B) AWARNING-Venfy deagn panmetsro snC read noPoa on Mis Truas Desfpn Onwing and included DeJ Reterence Sheet(rev.03-N'}bekrs uae.Design valid for uss wil�MiTek conneetor plates only.This tlesiqn is bassd only upon panmelen fhown,and Is for an individual bui�dinq componsnt.Applicabllily , af dasiqn parameten and propsr incorporalion o/ths wmponent ia ro�ponaibility of building deaiqnsr or ovmer of lha trussas and installar. Latenl reitreint deaignations shown on individual web and chord members an for eomprosaio�buckling only,not Porbuilding atability bncing.Additional temponry rostrainU diagonal bracing to insuro slaWlity durinp wnstrvetion ia lAs reaponaibiliry o/ths installsr.Additional pertnanent bui�ding stability bncing ot ths ovsrall sWCtura is the responsibiliry ot the buiWinp dssignar or owner of the truases.For general guidancs rogarding design reaponsibilitiet,labncation,qualiy control,storage, delivery,erection,lalenl restraint and diagonal brecing,consult ANSIlfPI 1,DS&89 and BCSI(Building Component Safey Information)availabb trom CONSULT/N�LLC SBCAatwww.sbcinduet .com. Job . Truss Truss Type ty Ply 3202-A 3 Car hvac in anie 183T7823 87300738 4-MGRA MONO TRUSS 1 1 Job Reference o tfonal . ProBuild Artington,Arlington,WA 98223,UatJ 7250 s Aug 25 2071 MiTak Industries,Inc.Thu Jan 21 07:23:27 2013 Page 1 »9.o ID:gGeGAvSDZc43b3e2oVmVNV i IK-CBTQoZfNTqOipTL7gIzdlCcEd7Xemqiq32HWgzsD2k ; a-ao � s-ao ti�-U 4-0-0 2-0.0 Sca�e=1:22.6 5x12 MT20H iZ 6.00 12 M � t � 5 4 4x10 �/ 3 3�� 2x4 I I Plate Offsets(X Y1� f2�0-2-8 0-2-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATE3 GRIP TCLL 25.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.02 1-4 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.06 1-4 >999 180 MT20H 139l111 BCLI 0.0 ' Rep Stress Incr NO WB 0.52 Horz(TL) 0.01 3 n/a n/a BCDL 8.0 Code IRC2009lfP12007 (Matrix) Weight:27 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF No.2•ExcepY W2:2 X 4 HF Stud/Std REACTIONS (Ib/size) 1=865/0.5-8 (min.0-1-10),3=1355/Mechanical Max Horz 1=86(LC 4) Max Upliftl=-38(LC 5),3=-72(LC 5) Max Grav 1=1005(LC 2),3=1673(LC 2) FORCE3 (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-t768/36,2-3=-1484/73 BOT CHORD 1-5=-4/1555,4-5=-4/1555 WEBS 2-4=-54/2714 NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 piate grip DOL=1.33 2)All plates are MT20 plates unless othenvise indicated. 3)This Vuss has been desiAned tor 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.Ops/on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of wss to bearing plate capabie of withstanding 38 Ib uplift at joint 1 and 72 Ib uplift atjoint 3. 7)This Vuss is designed in accordanee with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Girder carries tie-in span(s):2-2-0 from 0-0-0 to 3-6-0 9)Hanger(s)or other connection device(s)shall be provided su�cient to suppoR concentrated load(s)2362 Ib down and 86 Ib up at 4-0-0 ��V�� on bottom chord. The design/selection of such connectio�device(s)is the responsibility ot others. a j�� t0)In the�OAD CASE(S)section,loads applied to the face ot the truss are noted as front(F)or back(B). � .p LOAD CASE(S) Standard �.� t)Regular:Lumber Increase=1.15,Plate Increase=1.15 -,� Continued on page 2 ",� �,� �� T�� January 24,201 � WARNING-Veriy design panmeten arM reed notas on this Truss Oeaign Orswing anC Included DrJ Referonce Sheet(iav.03-11�beforo uaa.Oeaign valid for uss wtth MiTek eonneMOr p�atea anty.Thie desiqn ie based onty upon parameten shown,and is for an individual building eomponent Applieability , ol design panmetsn and propar incorponUon af the componanl ia reaponaibiliy o!building designer or ownsr ol ths W ssea and insteller. lateral rostraint deaigna6ons shown on individual web and chord memben aro for comprestion buckling only,not forbuilding atabilily bracinp.AdEilional temporary rosUaintl diaponal bracing to insure stability during construction Is the responeibiliy of Me inataller.AddiUonal psrtnanent buildinp stability bnGnp o(tha overoll sWCturc is the reeponsibiliy o(the buildinp deaigner or ownsr ot Ihe trusses.For gensnl guidanes regarding design reaponsibilitiea,fabrication,quality wn6n1,stonge, delivery.erection,latenl restraint and diagonal bneinp,coneult ANSI/TPI 1,DS&89 and BCSI(Buildinp Componenl Safety Information)availabb from CONSULT/NQ�LC SBCA at www.sbcindusi .com. Job . Truss Truss Type pty Ply 92o2-n 3 car hvac in anic 18327823 81300738 4•MGRA MONO TRUSS 1 1 Job Reference o tional .ProBuiW AAinglon,AAington,WA 98223,List� 7.250 a Aug 25 2011 MiTek InduaVisa,Ine.Thu Jan 24 07:23:27 2013 Page 2 I D:gGeGAvSDZc43b3e2oVmVN Vziy1K-CBTQoZjfNTqOiQTl7gIzdlCcEd7Xemqiq32 H WgzsD2k LOAD CASE(S) Standard Uniform Loads(pl� Vert:1-2=-70,1-5=17(F=1),3-5=-16 Concentrated Loads(Ib) Vert:4=1733(F) QWARNING-Verify deeign paremsten and n�d nob�on this Tru�s Deaign Onwiny�nd IneludeE DrJ Refaroncs Shest(rov.03-71')befors u�e.Design valid!or uns wilh MfTek connedor platea only.This deaign ie based only upon parematen shown,and Is Por an individual buildinp wmponent Applipbiliry � of desipn parameten and proper ineorporation of the eomponent is responaibility of buiidiny deaigner or owner of ths Wsse�and installer. Latsrel reatnint deaignationt fhown on individual weE and chord memben aro tor compreasion bucklinq only,not forbuildinp stability b�acing.AddHional lemporary restrointl diagonel bracing to insure stabiliy durinq mnstrudion is the rosponaibiliy of ths installer.Additional psrtnanent building atabiliry bracing ol lhe overall structurs ie the roaponsibiliry of Ne buildinp designar or owner of lhe truesst.For general guidanes regardinp design respon�ibilities,fabrication,quality control,storage, delivery,erection,lateral reaVaint and diaganal bracing,wnsult ANSIlTPI t,OS8-89 and BCSI(Bui�ding Component Sefely InPormation)availabb hom CONSULT/NQ�LC SBCA al waw.sbeindust .eom. y Job .. Tnlss Tfuss Type Qty ply 3202•A 3 Car hvae in attic 16327824 81300738 5-H7 ROOF TRUSS 1 1 Job Reference o tional .ProBuild AAinglon,AAington,WA 98213,Lisy 7250 e Aup 25 2011 MiTek IndusVisa,Inc. 7Au Jan 24 07:2328 2073 Pags t I D:gGeGAvSDZc43b3e2oVmVN VziylK-gN 1 o0vj18nytKZ2YhNGC9Vltg1 LoNFrs2jor26zsD2j n-w si�-�i i�-so 167-13 5-4-3 0.2-5 5-0.5 5-0-5 S3 5-4-3 7-0-0 aS3 a�-5 Scale=7:39.1 6� � 3x4 = 8x8 � 8.00 12 Z 3 4 �M � 1 5 � 6 � 4x12 = 9 8 10 7 11 6x8= 4x4 = Sx6= 3xe II 17-9-0 i7-9-0 7•0.0 �5_p_p 22-�-0 �-ao e-au �-ao Plate Offsets fX.Y)� f1:0-5-15.Edae1.f5•0-1-10 Edaej [5•0-0-4 Edae] [8�0-4-0 Edyg] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.17 7-8 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -0.47 7-8 >560 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.14 5 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:85 Ib FT=20°k �UMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepY TOP CHORD SVuctural wood sheathing directly applied or 2-7-0 oc purlins,except T2:2 X 6 DF No.2 2-0-0 oc purlins(3-10-9 max.):2-4. 80T CHORD 2 X 4 HF No.2'Except' BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. B2:2 X 4 HF 1650F 1.SE WEBS 2 X 4 HF Stud/Std WEDGE Left:2 X 4 HF Stud/Std,Right:2 X 4 HF Stud/Std REACTIONS (Ib/size) 1=1733/Mechanical,5=1834/0-5-8 {min.0-3-0) Max Horz 1=�4(LC 6) Max Upliftl=-94(LC 4),5=-121(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3494/309,2-3=-3429/261,3-4=3370/259,4-5=-3451/307 BOT CHORD 1-9=-256/3101,8-9=-256/3101,8-10=-365/395t,7-10=-365/3951,7-11=-230/3026, 5-11=-230/3026 WEBS 2-8=0/742,3-8=-748/210,3-7=-802/213,4-7=0/770 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;BSmph;TCDL=6.Opsf;BCDL=4.8pst;h=25ft;Cat II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical lett and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This Uuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit beriveen the bottom chord and any other members. 6)Refer to girder(s)tor Vuss to truss connecGons. 7)5 rovide mechanical connection(by othen)of Wss to bearing plate capable of withstanding 94 Ib uplift at joint 1 and 121 Ib uplift at joint $�H 8)This Wss is designed in accordance with the 2009 Intemationat Residential Code sections R502.11.1 and R802.10.2 and referenced �S� ��1''� standard ANSI/TPI 7. 4�. ��r�� 9)Graphical purlin representadon does not depict the size or the orientation of the purfin along the top and/or bottom chord. Q 10)Hanger(s)or other connecUon device(s)shall be provided suKcient to support concentrated load(s)315 Ib down and 91 Ib up at 16-5-8,and 315 Ib down and 91 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s)is the responsibility of — athers. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � ,� Continued on age 2 �9'$ LOAD CASE�S) Standard a �� January 24,201 � WARNINO-Veriy deeipn panmeten and rosd notea on thia Trusa Desiyn Onwfng and included�rJ RePomncs Sheet(rev.03-1 t�beforo uea.Destgn valid for uss wdh MiTek eonnedor platea onty.Thls deaipn ia based only upon panmeten ahown,and is for an individual building component Applicabilily I of design parameten and proper ineorpora6on of the componsnt ia responsibifily of buildng designar or owner of the truasea and installer. Lateral restnint � designations ehown on individual web and chord membert ers for compraeaion bucklinp onty,not forbuildinp atability bracinp.Additional temponry reatninU diagonal bncinp to insuro slability durinp construction ia lhe responsibility uf Me installar.Additio�al permanent building etabi�iy bracing of the oversll structuro ia the responsibiliy of the bui�ding designer or ownsr of tha truases.For general guidancs regarding dssign ronponsibilitiea,tabricalion,quality wntrol,storags, delivery,eroction,latenl reslreint and diagonal braeing,consuH ANSI/TPI 1,DS8-89 and BCSI(Building Component Safey Information)availabb from CONSULTINQLLC SBCA at www.sbcindust .com. Job . Truss Truss Type Qty Ply a2o2-n 3 car nvec in anic 16327824 01300738 5-H1 ROOF TRUSS 1 1 Job Reference o tlonal .ProBuild Arfington,AAinpton,WA 98223,LisQ 7.250 a Aug 25 2017 MiTek Industrias,Inc. Thu Jan 24 07:23:28 2013 Paps 2 I D:gGeGAvSDZc43b3e2oVmVNVziyIK-gN i o0vj18nytKZZYhNGC9Vitg 1 LoNFrs2jor26zsD2j LOAD CASE(S) Standard t)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� Vert:1-2=70,2-4=-132,4-6=70,1-5=30(F=14) Concentrated Loads(Ib) Vert:2=-315 4=315 � AWARNING•Veriy despn panmetan and raed netas on thi�Truas Dasiqn Drawi�p and included OrJ Referone�S�eet(rev.03-11')baforo uss.Deaign ' valid tor uae with MiTek connedor pletes oniy.Thia design is baaed o�ly upon penmeten ehown,and ia!or an individual buildinp component.Appliubiliry � of deaign paremeten end proper incoryoretion of ihe component is rosponsibility of buiiding designer or owner ol the Wases and inetaller. Latenl rcetraiM � deaiqnatlom shown on individual web and chord memben are for eomprosaion buckling only,not loibuilding stabiliry bracinp.AddAional temponry rcstrainV diagonal braung to inauro stability duriny eonstrudion is Ihs reaponeibiliy o(the installar.Additional psrtnanent building sWbiliry Gacinp o!the overall aWcturo is the responsibiliry of the building designsr or ownsr of ths trueess.For peneral puidancs regarding deaign reaponaibilitiee,/abncation,qualiy control,storape, delivery,erection,lateral roslreint and diagonai braGng,eonsult ANSI/TPI 1,DS&89 and BCSI(Buifding Componenl Safely Infortnation)available hom CONSULTIN��C SBCA at www.sbcindust .com. Job . Truss Truss Type ty Ply 32o2-n 3 Car hvac in anic 18327825 87300738 6-H7 CAL HIP � 2 �ob Reterence O flOf181 •ProBuild Arlington,AAington,WA 98223,Listj 7250 e Aug 25 2071 MiTek Indualries,Ine. Thu Jan 24 07:2329 2013 Page 1 I D:9SCeNFTrJvCvCDDFMDHkwjz'ryIJ-BabADFkwv44kyjdkFSnRijH3VRie6eo7HNXObYzsD21 i�-s-o st�-ii 33-7-13 17-9-0 -0-0 5-4-3 0.-5 6-56 7�6t5 7-415 55-6 0.5- 5-4-3 -0-0 0-s3 a2'S Scala=1:69.9 Su6 ! 6.00 12 4x4 = 8x8 = 4x4 = � 3 5x8 � 4 5 6 , q M q �� 2 8 9 I� M 4� = 15 14 13 �Z it 10 16 4� 4x6= 5xt2 MT20H= 4x8 = Sxt2 MT20H= 4x6 = 17-&0 17-9-0 8•0-0 19-8-0 31-0•0 39-0-0 8-0-0 11�-0 11-6-0 8-0.0 _Piate otrsecs a.vr r2:o-z-i2 o-z-o�.�s�o-a-o o-a-a�.�e:o-z-�2.o-2-oi LOADING(ps� SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 25.0 Piates Increase 1.15 TC 0.54 Vert(LL) -0.48 12 >957 240 MT20 185H48 TC�L 10.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -1.01 12-14 >460 180 MT20H 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(TL) 0.18 8 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:400 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepY TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins,except T2:2 X 6 DF No.2 2-0-0 oc purlins(4-2-15 max.):3-7. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'Except` W3:2X4HPNo.2 REACTIONS (Ib/size) 2=3196/0-5-8 (min.0-2-10),8=3196/0-5-8 (min.0-2-10) Max Horz 2=-41(LC 6) Max Upiift2=219(LC 4),8=-219(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6633/595,3-4=-7747/592,4-5=-12179/984,5-6=-12179/984,6-7=-7747/592, 7-8=-6633/595 BOT CHORD 2-15=-514l5907,14-15=-51415907,13-14=-962/10506,1 2-1 3=-962/1 05 06, 11-12=-942/10506,10-11=942/10506,10-16=-493/5907,8-16=-493/5907 WEBS 3-14=-77/2694,4-14=-3262/498,4-12=-14/1820,5-12=-871/218,6-72=-14/1820, 6-10=-3262/498,7-10=-77/2694 NOTES 1)2-ply truss to be connected together with t Od(0.131"x3")naiis as follows: Top chords connected as followa:2 X 4-1 row at 0-7-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as foliows:2 X 8-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.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 wnsidered for this design. 4)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25k;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical lek and right exposed;Lumber DOL=t.33 plate grip DOL=1.33 5)Provide adequata drainage to prevent water ponding. �US�� Q 6)All plates are MT20 plates unless otherwise indicated. ,$� �r� 7)This truss has been designed(or a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�t � 8)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tali by 2-0-0 wide will � fit between the bottom chord and any other members. ��. 9)Provide mechanical connection(by others)ot Vuss to bearing plate capable ot withstanding 219 Ib upliR at joint 2 and 219 Ib uplift at joint 8. 10)This Wss is designed in accordance with the 2009 Intemational Residentiai Code sections R502.11.1 and RB02.10.2 and referenced ,�. Contfit��@�$5f��PI 1. �O ��$ � '�r„�,,u,�' January 24,201 � WARNING•Ve'ify deaign parametan and roatl notes on�hfs Truss Detign Orawinq and inclutleA DrJ Referonce SAeet(rav.03-17�bePore uss.Dasipn valid for use with MiTak eonnedor plates only.Thla design is based only upon panmeten ahown,and is tor an individual buildinq eomponanl.Applieability � of deaign parameten and propar incorporaGon of ths eomponent is roaponaibilily of buildinp designsr or ovmer of the W eaas and insfallsr. Latsral reatnint designationa ahown on individual web and chord members are tor comprsfaion buck8np onty,not forbuildinp stabiliy Wecing.AddNianal temponry reatrainU diagonal bracing to insure stability during conalruction ie the reaponslWliy of the Instaflsr.Additional pertnanent building stabiliy Wacing ottha ovenll aWCture is Ihe reeponsibility of the buildinp dasigner or owner of ths truaae�.For general puidanca regardinp daaign re�ponsibilitiee,fabriealion,qualiy wntrot,slorage, delivery,eroction,lateral rostraint end die9onal bracing,consult ANSI/TPI 1,DS&89 and BCSI(Building Componenl Satery In(ormation)avaiiabls from CONSULIINO((C SBCA at www.sbcindust .com. Job . Tniss Ttuss Type Qty Ply 3202-A 3 Car hvae in attie 16327825 81300738 8-H7 CAL HIP i 2 Job Reference o tional �ProBUild Artington,AAington,WA 98223,liat� 7250 s Aug 25 2011 MiTek Industries,ine.Thu Jan 24 07:23:29 2013 Pa9s 2 I D:9SCeNFTrJvCvCDDFMDHkwjziylJ-BabADF kwv44kyjdkFSnRfjH3VRie6eo7HNXObYzsD2i NOTES 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)315 Ib down and 91 Ib up at 33-5-8,and 315 Ib down and 91 Ib up at 5-6-8 on top chord. The designlselection of such connection device(s)is the responsibility of others. LOAD CASE(3) Standard 1)Regular:�umber Increase=1.15,Plate Increase=1.15 Uniform Loads(pl� VeR:1-3=-70,3-7=132,7-9=70,2-8=-30(F=-14) Concentrated Loads(Ib) Vert:3=-315 7=-315 � WARNIN6-VerHy design paremetan�M read notss on this Truas Deaiqn Drawinp and Ineluded DrJ Refarencs Sheet(rev.03-71')befon uss.Deaign valid tor use with MITek connedor platen only.Thla design ia bassd only upon perometero chown,anC is for an individual bulidinp componant.AppticabiAry � of design panmeten and proper incorpontion of the wmponent ia ro�ponsibiliy o!buildinq desipner or owner of the lruaass and inslellei. Lateral rcstroint designaGons shown on individual web ond ehord memben aro for compreaalon buckling ony,not forbuilding stability breGng.Addttional temporary resUainV diaponal bneing to inaure stability during construction Is ths responaibiliy o!the inetaller.Additional permanant buitding stabiliy bnci�p of the overall sWCturo is the reaponaibiliy of tha buiWing deaipnar or owner of ths tivases.For genenl guidanee regarding deeign responaibilitiee,fabAcation,qualiry wntrol,storega, delivary,erection,lateral rastraint and diagonal bracing,consuN ANSVTPI 1,DSB•89 and BCSI(Buildinp Component Safey Intortnation)available hom CONSUL�/NQ�LC SBCA at www.�bcindust .com. Job Truss Truss Typs oty Ply 3202-A 3 Car hvee in atli� 1632T 81300738 EH1GR ROOF TRUSS � L JoD Reference(optionaq - - -- --__--- ProBuild Artington,AAington,WA 98223 7.250 s May t 1 2011 MITek Industriea,Inc. Thu Jan 24 08:4927 2017 Page 1 ID:9SCeNFTrJvCvCDDFMDHkwjziyfJ-rOusNwxpAmxTcW85xc mD8wV2fDIeNvDMs7LeazsBo6 33-7-13 1 -0- 1 -0-0 5�-12 0 -5 6-0-5 5-0-0 7-0-0 9-0-5 OS- 5�4-3 -0-0 0.2-5 Swle=1:E Sx8 � 6.00 12 4x12 = 2x4 �� Sx8 = 4x12 = Bx8� 3 4 17 1B 5 6 � 2 9 �1 10� o , Sx6 = 16 15 19 20 14 13 12 11 4x8 = 4x8 = 8xB = 4x12 = 2x4 �� Sx12 MT20H = 4xB = s-a-iz �z-o-� »-ao zao-o s�-o-o ss-ao s-a-�2 s-�-a s-ao �-ao �-ao e-ao Plate Oftsets(X,Y): [2:0-3-0 0-2-91[15:0-4-0 Edge),(16:0-3-8 0-2-01 LOADIN6(ps� SPACING 2.p.p CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plaleslnaease 1.15 TC 0.65 Vert(LL) -0.56 14 >825 240 MT20 185/148 TCDL 10.0 �umbe�Increase 1.15 BC 0.51 Vert(TL) -1.29 13-14 >357 180 MT20H 165N48 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(Tl) 0.19 9 Na Na BCOL 8.0 Code IRC2009lfP12007 (Matrix) WeighL 411 Ib FT=20% LUMBER BRACIN6 TOP CHORD 2 X 4 HF No2'Except' TOP CHORD Strudurel wood sheathing diredly applied or 4-1-8 oc purlins,except 3E,6�:2 X 6 DF No.2 2-0-0 oc puAins(3-7-7 max.):3-8. 80T CHORD 2 X 6 DF 2400F 2.OE BOT CHORD Rigitl ceiling directly applied or 10-0-0 oc braci�g. WEBS 2 X 4 HF Stud/Std'ExcepY WEBS 1 Row at midpt 4-16,7-11 7-14,7-11:2 X 4 HF No2 � REACTIONS (Ib/size) 2=3543/0-5-8 (min.0-2-15),9=2868/0-5-8(min.0-2-6} Max Horz 2=41(LC 5) Max Uplift 2=-130(LC 4),9=-96(LC 3) FORCES (Ih)•Max.Comp.lMax.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 23=-7587/323,3-4=-6610/299,4-17=-15780f713,17•18=-15780l713,5-18=-15780/713,5�=-15780l713, 6-7=-15780lI13,7-8=-7292/292,&9=-5992/275 BOT CHORD 2-16=-269/6768,15-16=-593/13736,1 5-1 9=59311 3 7 36,1 9-20=-5 9 3/1 3 736,14-20=-593/13736, 13-14=-539/12435,12-13=-539/12435,11-12=539l12435,9-11=-208/5335 WEBS 3-16=•77/d077,4-16=-7684/394,4-15=-3/1596,4•14=-1152361,5-14=-316/65,7-14=-149/4032,7-13=0/268, 7-11=-5569l354,8-11=-56/3000 NO7ES 1)2-ply Wss to be connected togetherwith tOd(0.131"x3")naila an follows: Top chords conneded es follows:2 X 4-1 row at 0-7-0 oc,2 X 8-2 rows af 0-9-0 oc Bottom chords connected as followa:2 X 6-2 rows at 0-9-0 x. Webs connected es follows:2 X 4•1 row at 0.9-0 oc,Except member S14 2 X 4-1 row at 0-3-0 oc. 2)All loads are considered equally applied lo all pliea,except if noted as front(F)or back(B)face in the LOAD CASE(S)secEon.Ply to ply connectione have been provided to disVibule only loada noled as(F)or(B),unlesa otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-05;85mph;TCDL�.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enGosed;MWFRS Qow-nse);cantilever lett and right exposed;end vertical left and nght exposeq Lumber DOL=1.33 ptate gnp DOL=1.33 SU�S�� D� 5)Provide adequate dreinage to prevent water ponding. �� r� 6)All plates are MT20 plates unless otherwise indicated. 7)The solid section ol the plate is requirad to be placed over the splice line at joint(s)15. '�' ). 8)Plate(s)at joint(s)15 checked for e plus or minus 1 degree rotatlon about its centec f� 9)This truss has been designed for a 10.0 pst bottom chord live load nonconarrent with any other live loads. 10)'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 wiil fit belween the bottom chord and any other members. 11)Provide mechanical connection(by others)ot Wss to bearing plate capable of withstandi�g 130 Ib upliR at joint 2 and 96 Ib uplift at joint 9. � 4 12y This trusa is designed in accordance with the 2009 Intematlonal Residential Code sections R502.11.1 and R802.1 D.2 and referenced standard ANSUTPI 1. �1� � 13)Graphical purlin representatlon doea not depid the size a the orientatlon of the pudin along the top andlor bottom chord. � 14)Hanger(s)or other connection device(s)shall be provided suffident to suppo�t concentreted load(s)1371 Ib down and 51 Ib up et 12-0-0,and 2083 Ib down and 83 �O Ib up al 17-0-0 on bottom chord. The desigNaelecUon of such cwinection device(s)is the responsibllity of athers. � LOAD CASE(Si Standard 1)Regulac Lumber Increase=1.15,Piate Increase=1.15 ' Uniform Loads(pl� January 24,201 Vert:13=-70.3-8=-70,8-10=70,2-19=-18,19-20=-92(F=78),9-20=-18 L� WARNING•Verily design paramaten arM rcad notes on lMa Truu Desi{�Drawlnp and in�uded�J Referenu Sheet(rev,03-11�before use.Design Co(t�e��iY pagaQwith MiTek connedor plates onty.This desipn is basad onry upon parometen shown,and Is for an InNvWual buiiding componant.Appliwbility � of desipn parametere and proper incoryaa6on of the mmponent is rosponsibiliy ot buildny desipnar or owner of the Wa»s and instellsr. lateral rosUaiM desipnation�shown on individual web and cAOrd msmbsrs an!w compro�sion budclirq only,not forbuildiny atability breciny.Additional temparory rostrainV diagonal bracinp to Insuro sWbility dunng eon�hudion is Ihe ro�ponaibility of fhe inateller.Additional psrtnaneM building stability biacing o1 tha overall strueturc is the responsibiliry of the building designer a ownsr of the trusaes.For genenl guidance reparding deaign rosponsibiliHee,fabdeatlon,quality wntrol,storage, delivery,eroctian,leteral restraiM and diagonal bradng,consuil ANSUTPI 1,DS&89 and BCSI(Building Canponent Satey Intortnation)availabb hom CONSULT/NQ�(C SBCA at www.sbcindusl .com. Jab Truss Trusn Type Ory Ply 3202-A 3 Car hvac in attle 18327 B7300738 8-H1GR ROOFTRUSS � L ,IabRaferenu(optioeaq ProBuild Arlinyton,AAington,WA 98223 7.250 s Mey 11 2071 MiTek Industries,Ine. Thu Jan 21 OB:1927 2013 Page 2 ID:9SCeNFTrJvCvCDDFMDHkwjziylJ-rOusNwxpAmxTcWBSxc mD8wV2tDIeNvDMs7LeazsBo6 LOAD CASE�3) Standard Concentretad Loads Qb) Vert 15=-1022(�14=-1674(F) � WARNINO-Varily dstlgn panmetan aM rc�d nole�on Mis Tru��Deiign Dnwing and included DW Referonce Shsat(rov.03-11�beforo uss.Deaign valid for use wdh MiTek co�nector platea onty.This Oesign is based ony upon panmaters ehovm,and is for an fndividual building componant.Appllcabiliry , of desipn parametan end proper incorporetlon o/ths eomponent is responsibiliy o/bwiding desipnsr or ownsr of the Wsaes and inataller. Lateral restraint designaVons�hown on individual web and chord msmben an for compression bucklinp onty,nol foibuilding stabiliry brecinq.AdtlNional Ismponry roaVaint/ diagonal hra�np to inaure atabiliy durinp construetion la Ms respontibility ot the inataller.AddiUonal psrmanent building atability breeing of the ovarall�Weturs ie the responsibiliy o/the buiiding designer or owner of the truseea.For general guida�cs rogarding deaipn roeponnibilitis�,labrication,quality control,storegs, dalivery,eroction,latenl ro�traint and diagonal bneing,eonsufl ANSIffPI 1,DS&89 and BCSI(Building Component Sefey Information)available/rom CONSULflNQ��C SBCA at www.sbcindust .com. Job � Truss Truss Type Qy Ply 32o2-A 3 Car hvac in anie 16327827 81300738 8-H2 CAL HIP 2 1 Job Reference o tional �ProBuild AAinpton,AAington,WA 98223,Ust] 7.250 t Aug 25 2017 MTek Industries,Inc. Thu Jan 2�072331 201 J Page 1 ID:9SCeNFTrJvCvCDDF MDHkwjziylJ-5yjxewmARiKS81 m6MVpm8NOHEUNaZf��QVfRzsD2g 1�� 4-i-1 7�4-12 7•11-i1 11-10-9 24-1�7 31-0-5 31-7-A 34-10.15 39-0.0 1 -O��DO -0 4•1-7 F J-3-11 0 1 8•10-14 � 9•2•13 &10-14 0 1 3-3-11 I 4-1•t -0-0 Scale=1:69.9 Sx8� 4x4= 5x10 = 4x4 = Sx8� 6.00 12 3 4 5 6 � Y 4 v v �n� Z 8 9 en o� Io Sx6 = 14 13 12 it 10 Sx6= 4� Sx12 MT20H= 4x4 = Sx12 MT20H= 4� 17-9-0 17-9-0 7-4-12 19-8-0 31-7-4 39-0-0 r 7-412 12•1-4 12-7-1 � 7-412 Plate Offsets(X.Y): (2:0-3-0.0-2-9j,..[8:0-3-0.0-2-9] LOADING(ps� SPACING 2-0-0 C31 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.58 Vert(LL) -0.31 12 >999 240 MT20 185l148 TCDL 10.0 Lumber Increase 1.15 8C 0.56 Vert(Tl) -0.68 10-12 >683 180 MT20H 165/148 BCLL 0.0 ` Rep Stress Incr Yes WB 0.61 Horz(TL) 0.16 8 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:197 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepC TOP CHORD SVuctural wood sheathing directly applied or 2-2-0 oc puAins,except T2:2 X 6 DF No.2 2-0-0 oc purlins(2-11-7 max.):3-7. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std•Except' WEBS 1 Row at midpt 4-14,6-10 W2:2X4HFNo.2 REACTIONS (ib/size) 2=1743/0-5-8 (min.0-2-14),8=1743/0-5-8 (min.0-2-14) Max Horz 2=-50(LC 6) Max Uplift2=-22(LC 4),8=-22(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3303/76,3-4=-2835/87,4-5=-4396/97,5-6=-4396/97,6-7=-2835/87,7-8=3303(77 BOTCHORD 2-14=-43/2871,13-14=-145/4271,t2-13=145/4271,11-12=124/427t,10-11=-124/4271, 8-10=-11/2871 WEBS 3-14=0/927,4-14=1751/178,4-12=0/374,6-12=0/374,6-10=-1751/176,7-10=0/927 NOTES 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8pst;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Thia Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil� fit beriveen the bottom chord and any other members. 7)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 22 Ib uplift atjoint 2 and 22 ib uplift atjoint 8. 8)This truss is designed in accardance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced � standard ANSI/TPI t. jUS�� A C�, 9)Graphical purlin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. �� q�J 1' LOAD CASE(S) Standard � O� � �% �� o,�►+�,�.� January 24,201 QWARNING•Verify design paramefsro and road notaa on ihis Trua�Deaign Onwing and Includad�rJ Referenu Shest(rev.03-17')batoro uae.Design valid for uae wNh MiTek eonnector platas only.This deaign is based ony upon perametan ahown,and is for an individual building component.AppBubility , of design parameters end propsr inwrporatlon of ths component i�reaponaibiliry of building designer or ovmer of the Watss and inslaller. Latenl reslrafnt designationa shown on Individual web and chord memben an lor comproasion buckling ony,not forbuilding�tabiliy bncinp.Additiond tsmporery restrainU diagonal braeing to inaure stability during conatnutio�is Ms responaibiliry of ths inataller.Additionel permanent building etability brad�g of the ovenll sWCturo � is the rcsponsibiliy o(the building designer or owner of the tru�se�.For peneral puidanee regarding design re�ponaibilitiee,tabrlcation,quality conhol,etornge, I delivery,erection,laleral reaVaint and diagonal brocing,consuN ANSVTPI 1,DS&89 and BCSI(Building Component Safery Information)available hom CONSULTINQL�C I SBCA at wy✓w.sbcindus .com. Job Trusa T�uea Type Ory Pty 3202-A 3 Car hvae in atlic 16327 81300738 6-H3 CAL HIP Z � � Job Refe�ence o tional ProBuild Arlington,AAington,WA 88223 7.250 s May 71 2071 MiTek InduaUiet,Ine. Thu Jan 2{08:48:13 2013 Page 1 I D:9SCeNFTrJvCvC DDFMDHkwjziylJ-09Qurd2Pc1 czk9Xtc3iPDasv_q_GI2JKLL4Q t tzsBpG -t-0- 6-6-9 9-4-12 9- 1 11 16-4-7 22-7-9 29-0-5 2 -7 32-5-7 39-0-0 4 -0- -0- 6-6-9 2-1�-3 0- 5 6-4-12 6-3-2 6-4-12 0- - 5 2-10-3 6-&9 -0-0 Scale=t:E Sx8 i 4x4 = 5x8 4x4 = Sx6� 6.00 12 4 5 6 7 B 2x4 \� 2x4 �/ 3 9 �i Z 'O "�' 4x8 i 78 15 14 13 12 4x8� , 4x8 = Sx8 = dx4 = 5x8 = 4z8= 9-4-12 19-8-0 29-7-4 39-0-0 9-4-12 10-1-4 10-1-4 9-4 12 Plate Ottsets(X Y)� f2:0-3-9 0-2-0�,f10:OJ-9.0.2-01 LOADINO(pg� SPACING 2-0-0 CSI DEFL In (Ix) I/defl LJd PLATES GRIP TCLL 25.0 Piates lncrease 1.15 TC 0.44 Vert(LL) -0.22 14 >999 240 MT20 185/148 TCDL 10.0 Lumber Increese 1.15 BC 0.43 VeR(TL) -0.47 12-14 >974 180 BCLL 0.0 ' Rep Stress Ina Yes WB 0.44 Horz(TL) 0.13 10 n/a Na BCOL 8.0 Code IRC2009/TPI2007 (Matrix) Welght:2041b FT=20% LUMBER BRACINO TOP CHORD 2 X 4 HF No.2'Except' TOP CHORD Structural wood sheathing direclly applied or 2E-7 oc purlins,except 4�6,6-8:2 X 6 DF Na.2 2-0-0 oc purlins(4-1-5 max.):4-8. 80T CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'ExcepH WEBS 1 Row at midpt 5-16,7-12 5-16,7-12:�X 4 HF No2 REACTIONS (Ib/size) 2=1743/0-5-8 (min.0-2-14),10=1743/0-5-8 (min.0-2-14) Max Horz 2=-60(LC 6) Max Uplift2=-10(LC 5),10=-10(LC 6) FORCES (�b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3152/53,3-4=-2911/55,45=•2584/57,5-6=-3480/64,6-7=-3480/64,7-8=-2584/57,8-9=-2911l55, 9-10=-3152/53 BOT CHORD 2-16=-352714,15-16=-57/3429,14-15=-57/3429,13-14=-36/3429,12-13=-36/3429,10.12=0/2714 WEBS 4-16=0/855,5-16=-1114/115,7-12=-1114/114,8-12=0/855 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 C;enclosed;MWFRS(low-rise);cantilever lett and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf boriom chord live load nonconcurtent with any other live loads. 5)'This Wss has been designed/or 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)Provide mechanical connection(by others)of truss to bearing plate capable ot withstanding 10 Ib uplifl at joint 2 and 10 Ib uplift at joint 10. 7)Thia truss is designed in accortlance with the 2009 Intemafional Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIliPI 1. 8)Graphiwl purlin repreaentadon does not depict the size or the orientation of the purlin along the top and/or botlom chord. S�S�� LOAD CASE(S) Standard �� 'r�� .�� 70 �� '�,�.�" January 24,201 QWARNINC,-VerHy despn paromNers end iead notes on thi�Truaa Dasiqn�nwinq and includetl OrJ Reteroncs Sheet(rev.03-177 beloro use.Oe�ipn valitl for use wilh MiTek eonnector platea only.This deaiqn is based o�y upon paremetan ahovm,and is for an individual building camponent.ApplicabiGty � of deaign panmetara and propsr ineorpondon ot ths eomponent is roaponaibiliy of buiidinq designer or ownsr of the Waese and inetaller. Laterol restraint deeipnatiom shown on individual web and chord memben an tor comproasion buekling ony,nol Iorbuiiding etabiliry bncing.Addkional temponry restrainV diagonal bracing to inauro atebiliy durinp conatruction is Ihs retponsibiliry ot the installer.Addifional pertnanent bui�ding slability Waeiny ot the ovenll structuro is the responsibiliy of Ne buildinp deaigner or owner of ths truesea For genenl guidance regarding design reaponaibifitie�,fabriution,quality wnWl,slorage, :. delivsry,erectlon,latenl reatraint and diegonal bracing,consult ANSI/TPI t,DSB-89 end BCSI(Building Componenl Safey Inlormation)�vailabls Bom COIVSULT/NQ�LC SBCA at www.sbcindust .com. Job • TNSS Tnlss Type ty Ply 3202-A 3 Car hvae in attie 163Y7829 81300738 6H4 CAL HIP 2 1 Job Reference a tional 'ProBuild Arlington,Arlinglon,WA 98223,LisQ 7.250 a Aug 25 2071 MiTek Indvstries,Ine. Thu Jan 24 07:23:32 2013 Page 7 ID:9SC eNFTrJvCvC DDFMDHkwjziylJ-Z9GJrGmoC?SJpBLJwDLBKLvT7epfJOSSzLm2CtzsD2f 77-9�0 it-11-11 27-7-13 17-30 -0.0 &2-15 3-L4 0.-5 7-6-5 785 0-5- 3-1-1 &I-15 7-0-0 as3 a2-5 Scale=1�.69.9 5ufi % 4x4 = 5�c6� 4 5 6.� 12 2x4 �� 2x4�i 3 � 4 m �n� Z e 9 m o to 5� = 11 12 13 10 5�_ 8x8= Bx8= 17-9-0 77-9-0 13-0-0 25-0-0 39-0•0 � 13-0-0 7 2-0-0 14-0-0 Plate Offsets(X Yl• (2 0-3-0 0-2-9],_[8�0-3-0 0-2-9j,.f10�0-4-0.0-4-8],.,[11 0-4-0 0-4-8j LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.30 10-11 >999 240 MT20 185l748 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.71 8-10 >652 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.63 Horz(TL) 0.12 8 n/a n/a BCDL 8.0 Code IRC2009ITPI2007 (Matrix) WeighY.197 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepC TOP CHORD Structural wood sheathing directly applied,except T2:2 X 6 DF No.2 2-0-0 oc purlins(4-3-8 max.):4-6. BOT CHORD 2 X 6 Df No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'Except' WEBS t Row at midpt 5-11 W3,W4:2 X 4 HF No.2 REACTION3 (Iblsize) 2=1808/0-5-8 (min.0-3-0),8=1807/0-5-8 (min.0-3-0) Max Horz 2=69(LC 5) Max Uplift2=-23(LC 5),8=-23(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or iess except when shown. TOP CHORD 2-3=-3187/34,3-4=-2811l26,4-5=-2714/17,5-6=-2807/11,6-7=-2759/28,7-8=-3169/40 BOT CHORD 2-11=-16/2727,11-12=0/3116,12-13=0/3116,10-13=0/3116,8-10=0/2713 WEBS 3-11=-312/129,4-11=0/866,5-11=-658/124,5-10=-558/132,6-10=0/894,7-10=-333/132 NOTES 1)Unbalanced roof live loads have been wnsidered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf an the bottom chord in ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=B.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 Ib uplift at joint 2 and 23 Ib upiift at joint 8. 7)This Vuss is designed in accordance with the 2009 Intematianal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI t. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��5�� IOAD CASE(S) Standard 4� Qg �T� C � �► � �°` . °� a µs� January 24,201 � WARNING-Ver(fy desipn parameters end read notet on this Trust�esipn Dnwing and Ineluded DrJ Referenes Shaet(rev.OJ-11')bafon uas.�saign valid for use wdh MiTek connedor plates ony.Thia deaign ia baas0 onty upon panmelen shown,and ia for an indivklual euilding component.Applicability � ot design panmeten and proper incorporaGon of the eomponent is rcsponsibility of buildinq deaignsr or ovmer ot the wsaas and inataller. Latsral rosVaint deaignetion�shoxm an individual web and chord membere are for comproaaion bucklinp onty,not forbuilding ala6i�iy bwdny.Addftional temporary resVainV diagonal bracinp to insure etability durinp wnetruction is the reaponsibility ot the installer.Additlonal psrtnanent buildinq stability bracinp of the ovsrall sWCturo is lhe rosponsibility of lhe buildinp designsr or owner of the trueaes.For genenl guidanca regarding deeign reaponsibilitie�,fabACation,qualiy wntrol,alonge, delivery,ercction,lateral reaUaint and diagonal brecing,consuN ANSI/TPI 1,DSB-B9 end BCSI(8uilding Component Safety Infortnat(on)availabla Irom /�ONSVLnNQC�C SBCA at wwu.sbcindust .com. V � Job , Truss Truss Type pty Ply 3202-A 3 Car hvac in anie 18327830 81300738 8-H5 CAL HIP Z � Job Reference o tional . ProBuild Arlington,AAington,WA 98223,Lis1� 7.250 s Aug 25 2011 MiTek Industrias,Inc. Thu Jan 24 0723:33 2019 Page 1 ID:dfmObbUT4DLmqNoRwwozSwziyll-1Lqh3cnQzJaApLwVUwsNsZSiT2542VWbC VckJzsD2e 17-9-0 13-it-17 257-13 17-�-0 -0-0 &Y-15 5-L3 0.-5 5-6-5 5�6-5 0. 57-3 8�2-15 1-0-0 0.s3 a�-5 Scale=1:69.7 8.00 12 Sx6 i 4x4= 5�� 5 g 3x72 MT18H! 3x12 MT18H� 2x0 �� 2x4�/ 3 4 8 9 4 � n 2 �� 10 11 M o IV 5�% 13 14 15 12 � d 5x6� 8x8 = gXg - 17-9-0 17-9-0 13-0-0 26-0-0 39A-0 13-0-0 13-0-0 13-0-0 Pia�e ortsecs a v�• rro-a-s o-z-s� �io o-a-s o z a� ��ro-a o o a a� �i�o-a o o-a s� LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.73 Vert(LL) -0.40 72-13 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.80 Vert(TL) -0.61 12-13 >759 180 MT18H 185/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.12 10 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 (Matrix) Weight:197 Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepY TOP CHORD Structural wood sheathing direcUy applied or 2-7-2 oc purlins,except T3:2 X 6 DF No.2,T1:2 X 4 HF 7650F 1.SE 2-0-0 oc purlins(4-10-6 max.):5-7. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'ExcepY WEBS 1 Row at midpt 6-13,6-12 W3:2X4HFNo.2 REACTIONS (Ib/size) 2=1843/0-5-8 (min.0-3-1),10=1843/0-5-8 (min.0-3-1) Max Horz 2=79(LC 5) Max Uplift2=-34(LC 5),10=-34(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=3281/16,3-4=2877/0,4-5=-2854/0,5-6=-2448/11,6-7=-2448/1 t,7-8=-2854/0, 8-9=-2877/0,9-10=-3281/17 80T CHORD 2-13=0/2811,13-14=0/2669,14-15=0/2669,12-15=0/2669,10-12=0/2811 WEBS 3-13=-393/136,5-13=0/831,6-13=-499/112,6-12=-499/112,7-12=0/831,9-t2=-393/136 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless othervvise indicated. 5)This Vuss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load ot 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 membera,with BCDL=B.Opsf. 7)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 34 Ib uplift atjoint 2 and 34 Ib uplift atjoint 10. 8)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced sca�da.d ANSirrPi�. .�USBPH p 9)Graphical purtin representation does not depict the size or the orientation of the puriin along the top andlor bottom chord. �� a� ��'� LOAD CASE�S) Standard C,�+� � � � �°� �� a � January 24,201 � WARNING-Veny deepn p�nmetsn and read noMS on this Tru�s Deeiqn Drowing and inc�uded DrJ Re/erence Sheet(rev.03-11'j bsPoro us�.Deaign valid lor use with MiTek connector platef ony.Thia dssign is based o�ty upon paramaten ahown,and Is for en indivltlual buildinq componant Applicability , of deaign parsmeters and proper incorporetlon of the component is rcspensibility of building designer or owner of the Wasee and inacellsr. Lateral restraint dasignationa shown o�individual wsb and chard members are for compreasion buckling only,not forbuildinp slnbiliy bracinp.Addttional tsmporory rsal2inU diagonal brscing to inaure atability durinp constiuctlon is ths ro�ponsibility o}the inataller.Additlonal permanent buiiding stability brecinp of tha overall tWcluro is the ro�ponnibility of Ihe buibing designsr or owner of the trussas.For generol guidance rogarding design reeponsibilitiea,tabrieation,quality eontrol,stonge, delivery,erection,lateral reatroint and diagonal bieeing,consult ANSIRPI 1,DSB-89 a�d BCSI(Buildinp Component Safey Information)aveilabls from CONSULT/NQ�(C SBCA at www.sbcindust .com. Job , Truss Truss Type Qty Py 3202-A 3 Car hvae in attfc 18327831 81300738 8-HB CAL HIP Z � Job Reference o tional •ProBuik!Mington,AAington,WA 98223,LisQ 7250 s Aup 25 2011 MiTek InduaViee,Inc.Thu Jan 24 0723:34 2013 Pays 1 ID:dfrnObbUT4DLmqNoRwwozSwziylf-VX03Gyo2kdi12Wh1eNcPm?t1 SROn_zkReF9GmzsD2d 17-9-0 1511-71 23-7-13 17-9-0 -0-0 &2-14 7-7-5 0.-5 7-0.10 0.5- 7-1-5 8-�-14 -40 0.5a 0.2-5 $calB=1:69.7 Sx8 � 6.� 12 6x8 � 5 3x10 i 2x4 // 2x4 �� 3x10� 3 4 � 8 4 m �' 2 9 1OINy+ 5� = 12 13 14 71 5� = d Bx8 = 8x8= 17-9-0 ��_y-0 13-0-0 26-0.0 39-0-0 7 9-0-0 7 3-0-0 13-0-0 Piate otrse►s cx.Y�: rz as-o o-z-si.�s:o-a-o o-z-e� �s•o-s-o o-2-Q� ��•o-a-o o-a-e� ��z•o-a-o o-a-al LOADING(ps� SPACING 2-0-0 CSi DEFL in (loc) I/defi Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.74 Vert(LL) -0.41 11-12 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.79 Vert(TL) -0.63 11-12 >737 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.11 9 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight 192 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepY TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T3:2 X 6 DF No.2,T1:2 X 4 HF 1650F 1.5E 2-0-0 oc puriins(4-9-15 max.):5-6. BOT CHORD 2 X 6 DF No.2 BOT CHORD Rigid ceiling directly applied or 70-0-0 oc bracing. WEBS 2 X 4 HF No.2'Except' WEBS 1 Row at midpt 6-12 W1:2 X 4 HF Stud/Std REACTIONS (Ib/size) 2=1853/0-5-B (min.0-3-1),9=1881/0-5-8 (min.0-3-2) Max Horz 2=-88(LC 6) Max Uplift2=�4(LC 5),9=44(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 2-3=-3314/44,3-4=2880/0,4-5=-2850/19,5-6=2272/68,6-7=-2920/20,7-8=-2949/0, 8-9=-3382/44 BOT CHORD 2-12=-33/2845,12-13=0/2314,13-14=0/2314,11-14=0/2314,9-11=0/2905 WEBS 3-12=-463/153,5-12=0/693,6-11=0l767,8-11=-460/152,6-12=-355/251 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 C;enclosed;MWFRS(low-rise);cantilever leR and right exposed;end vertical leR and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 ps(battom chord live load nonconcurrent with any other live loads. 5)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit behveen the bottom chord and any other members,with BCDL=B.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 441b uplift atjoint 2 and 44 Ib uplift atjoint 9. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced sta�dard ANSIlTPI 1. B)Graphical purlin representation does not depict the size or the orie�tation of the purlin along the top and/or bottom chord. 1�)S�� r}R,. `rr�� LOAD CASE�S) Standard �� O� � � � �� January 24,201 � WARNING-Venfy dasign panmelen ami ro�d notes on lhla Trvu Desiqn Onwing and incfudsd DrJ Releronq SheM(nv.03-1 T)bePon uss.Oesiqrt valid for use wilh MiTek connector pletee only.Thia deeign is bs�ed only upon paremefen s�own,and i�!or an individual buildinp eomponenl.Appliwbiliry , of deaign paramalere and propsr incoryoreUOn of tbs componenl ie rcsponaibiliy ot building deeignsr oi owner of ths Wue�and inalalbr. Latenl rentrainl designationa ahown on indivldual web and chord memben ero far comprefnion bucklinp ony,not forbuildinp slability bracinp.AddNional tempoiary reftrainV diagonal bncing to inauro elability durinp conetruction ia Ns rosponsibiliy of the installx.Additional pertnanent buildinq stabil%y WaGnq of the overall structwa is the retponaibility ot ihe buiMinq deaigner or owner o(the trutaaa.For penaral guidanu regardinp dasign reaponai6ilitiss,fabrieaGon,qualiry control,storaps, delivery,eroction,laterel reetreint and diagonal braGng,consWt ANSIRPI t,DSB-89 end BCSI(Building Component Safey Informalion)evailable from CONSULT/NQLLC SBCAatwww.sbcindust .com. Job ' TfUSS Tnlss Type Qry Pty 3202-A 3 Car hvac in attie 16327832 81300738 6-HI CAL HIP 2 1 Job Re(erence o tlo�al ProBuild Mington,Adington,WA 98223,List� ' 7.250 e Aug 25 2071 MiTek InduaMes,Ina Thu Jan 24 07:23:35 2017 PeQs t ID:dfmObbUT4DlmqNoRwwozSwziyll-zkyRUlphVwquge4ublury_X05m0 WOYufl_ioCzsD2c 1J-� 17-71-11 ]1.7.13 17-8-0 -0-0 9-t-t Bd-2 0.5 7-0-10 0-5- 83-1 9-1-7 -0-0 0.5-3 axs $C3�9=1:�9.8 Sxt6% 6.� 12 Sx18 � 4 5 6x8 i 6x8 � g 6 v 4 � 0 �,, 2 ' e I� °? o � 5� % 14 13 12 21 2x4 I I 22 i t 10 9 5�� 4x6=5x12 MT20H= 2x4 \� 4n6 = 2x4 // Sx72 MT20H= 2x4 II 2x4 II i�.aa »-0-0 z.ao ��-aa iaao i�a-0 ��_F n-0-o -�i- � ze-io-o 3e-0-0 i ' io-z-0 �-e-0 o i z�o z�-0 �-ii-z aaa io-zo Plate Offsets(��(20-4-9 0-2-8J,j3 0-4-0 Edq@],_[4�0-4-12 0-2-B],.,[5�0-4-12 0-2-8]„f§�0-4-0 Edgg] f7�0-4-9 0-2-8] IOADING(ps� SPACING 2-0-0 CSI DEFI in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.40 9-11 >999 240 MT20 185H48 TCDL 10.0 Lumber Increase 1.15 BC 0.81 VeR(TL) -0.60 11-12 >776 180 MT20H 165/146 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Hoa(TL) 0.70 7 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Welght:212 Ib FT=20°k LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.5E'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T3:2 X 6 DF No.2 2-0-0 oc purlins(5-1-14 max.):4-5. BOT CHORD 2 X 6 DF No.2`ExcepY BOT CHORD Rigid ceiling directiy applied or 10-0-0 oc bracing. B3:2 X 4 HF No.2 WEBS 1 Row at midpt 4-12,5-11 WEBS 2 X 4 HF Stud/Std'ExcepY W2,W3:2 X 4 HF No.2 REACTIONS (Ib/size) 2=1818/0-5-8 (min.0-3-0),7=1818/0-5-8 (min.0-3-0) Max Horz 2=99(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3212/0,3-4=-3060/0,4-5=1983/0,5-6=-3060/0,6-7=-3212/0 BOT CHORD 2-14=0/2743,t3-14=0/2059,12-13=0/2059,12-21=0l1983,21-22=0/1983,11-22=0l1983, 10-11=0/2059,9-10=0/2059,7-9=0/2743 WEBS 3-14=-612/178,4-14=230/1116,4-12=-10/478,5-11=-10I478,5-9=-230/1116, 6-9=-612/178 NOTES 1)Unbalanced roof live loads have been wnsidered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25R;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)150.OIb AC unit load placed on the bottom chord,19-6-0 from Ieft end,supported at lwo points,5-0-0 apart. 4)Provide adequate drainage to prevent water po�ding. 5)All plates are MT20 plates unless otherwise indicated. 6)The solid section of the plate is required to be placed over the splice line at joint(s)3,6. 7)Plate(s)at joint(s)3 and 6 checked for a plus or minus 1 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss haa been designed for a live load ot 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, y�}S�� '� 10)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R602.10.2 and referenced � O�qJ �l'.�{ti standard ANSI/TPI 1. ,� C� p 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. p '� LOAD CASE(S) Standard - � � �,'°"" ��rru.�'o January 24,201 AWARNING•Verify deaign parameten and read note�on thie Truae�esign Dnwing and included DrJ Re%rence Sheet(rev.03-71')beforo uae.Design valid for use with MiTek conneGOr plates only.This deaign ia based only upon parema�en ahown,and ie for an individual building component.Applieability � of design paremeten and proper incorporalion of Ihe componant is responaibiliry ot building deaigne�or owner of the Wsae�and inateller. Lateal resiraint decignaGone shown on individual web and chord msmban are for comproasion bucklinp ony,not forbuildinq stabiliy bracing.AddNional temponry re�trainV diagonal bracing to inaure stebility during wnstruction is the roeponsibiliry of the installer.Additianal psrtnanenl building stability brocing of t�e overall etructuro is the responsibilily of the buildinq designar or ovmer o/the trusse�.For generel guidance regarding dasign reaponsibilities,IaDrieation,qualiry wnlrol,storage, dalivery,ereclion,lataral reaVaint and diagonal bracing,coneult ANSUTPI 1,DS&89 and BCSI(Building Component Sefety Inlortnation)available hom CONSULT/Nli�(C SBCA at www.sbcindus .com. Job , Tfuss Truss Type Qty Ply 3202-A 3 Car hvac in attic �� 16927833 81300)38 6-TR FAN 3 � Job Reference o tional . ProBuiM Arlington,Arlington,WA 98223,ListJ 7.250 s Aup 25 2011 MiTek Induatriea,Ine. Thu Jan 24 0727:38 2013 Page t � ID:dfmObbUT4DLmqNoRwwozSwziyil-RwWqhepJGEyIHof493P4U�4�xF8 WFu51 uykGLezsD2b -�-�— � 8-&8 13J-8 � 19E-0 � 25 8 8 � 30 3 8 � 39-0-0 d tl-c T-0-0 8-&8 4-7•0 8-2-8 6-2-B �-7-0 8-8-8 -0.0 7x10 MT18H= Scale=1:81.9 6.00� 5 Sn6 i S�B� 4 8 2x4 \� 2x4 �/ 3 7 �.,� 2 q �I 8 9 � °4 I� ^ Sx6 � 11 2x4 �I �8 2x4 II �9 10 gxg� BX8= 8x8 = 2x4 II 17-9-0 17-9-0 13-0-0 1 -1-1 17-0-0 79-6-0 22-0•0 24-10-1 -0- 39-0-0 13A-0 t•1•1 2-10-4 2-6-0 2-6•0 2-10-4 1-1-1 13-0-0 Plate Offsets fX Y) f2 0-4-9 0-2-81 f4�0-3-0 0-3-01 f6 0.'+0 0 3 0] (8•0�s o 2 a� ��o o a o o s o� �i i o 0 o s o� LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.20 2-11 >999 240 MT20 185H48 TCDL 10.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.64 10-11 >720 180 MT18H 185/148 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.10 8 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 (Matrix) Weight 207 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2'ExcepY TOP CHORD SWctural wood sheathing directly applied or 2-2-0 oc purlins. T1:2 X 4 HF 1650F 1.SE BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 DF No.2'Except' B3:2 X 4 HF No.2 WEBS 2 X 4 HF Stud/Std'ExcepY W3:2X4HFNo.2 REACTIONS (Ib/size) 2=1818/0-5-8 (min.0-3-0),6=1818/0-5-8 (min.0-3-0} Max Horz 2=108(LC 5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3196/0,3-4=2786/0,4-5=-2785/0,5-6=2785/0,6-7=-2786/0,7-8=-3196/0 BOT CHORD 2-11=0/2730,11-18=0l1778,18-19=0/1778,10-19=0/1778,8-10=0/2730 WEBS 4-11=-339/102,6-10=-339l102,3-11=-439/126,5-11=0/1179,5-10=0/1179, 7-10=-439/127 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;BSmph;TCDL=6.Opsf;BCDL=4.8psf;h=25R;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOl.=1.33 plate grip DO1=1.33 3)150.OIb AC unit load placed on the bottom chord,19-6-0 from left end,suppoRed at two points,5-0-0 apart. 4)All plates are MT20 plates unless otherwise indicated. 5)The solid section of the plate is required to be piaced over the splice line at joint(s)5. 6)Plate(s)at joint(s)5 checked for a plus or minus 1 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This huss has been designed for a tive 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 beriveen the bottom chord and any other mem6ers. 9)This Wss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ��S$p'H �� LOAD CASE(S) Standard 4,�� p4 a C r�`� �0 '� -�► 4s3g$ °` °� ��,� `�b�+u►t� January 24,201 AWARNING•Venry desiqn panmeten and nad nota�on ihis Tnies Dssi�Drawi�y�nd ineluded DrJ Refercnew Shsat(rov.OJ-11')beforo uaa.Deaign valfd for use with MiTek connsctor plates onry.This dasign is baaed ony upon parametara ahown,and i�/or an Individual buildinp component.Applieabillty � ol design parametera and proper incorporation ot Ihs componenl it responeibiliy of building deeigner or owner of lhs Wase�and installer. Lateral reatreint designationa ahown on individuai web and chard membere aro for compresaion buckling ony,not forbuiidinp sWbiliry brsdng.Addilional temponry restrainV diagonal bracing to inaura stabiliy durinq construetion i�the rosponaibility o/Ihe installer.Additlonal pertnanant building etability bracing of the ovenll structurs 4 ia the rosponsibility of ths building deaigner or owner o(lhe truseee.For qenaral guidancs regarding desipn roaponeibilities,fabrication,qualiy control,stongs, delivery,erection,lateral restrainl and diagonal bracing,conauN ANSI/TPI 1,DS&89 and BCSI(Building Component Safety Informalion)available from CONSULT/NQ�LC SBCA at www.sbcindus .com. 5 Job ' Tfuss Truss Type Qty Ply 3202•A 3 Car hvac in attic 16327834 B7300738 7-H2 CAL HIP 1 1 — ____ __ Job Reference o tional ProBuild Artinglon,AAington,WA 98223,List] 7.250 s Aug 25 2011 MiTek IndusUies,Ine. Thu Jan 24 0723:38 2019 Paga 1 ID:JE?GLs29kzuspmL4aJEjmVzMf7C-RwWqhepJGEylHof493P4U84GUFCpFs�v kGLezsD2b �-0sdo-a 7-472 7-�1-11 13-1•12 � 18-3-13 18 10-12 283-8 ��3•8� '�-aa �+�z oai s-z� s-z•� o-a-� �+i2 �•o-o' s�ie:va°=r sxa % 3x8= Sx8� 3 4 6.W 12 4 e 6 9P 2 � � 0 Io 11 �� 9 8 3x8 = 3x8= 3x4 = 3� 2x4 �� 3x4= g_p,p 9-0.0 7-4-12 13-1-12 18-10-12 � 26-3-8 -_i � 7-M72 5-9-0 5-&0 7-412 ai�re naee�.n vi• r�n_a_��p_�_g��t•n_s_��na_g�s•n_s_»n_�_8J,_[6�0-4-12 0-1-8] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.49 Vert(LL) -0.12 9 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.28 6-8 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.47 Ho2(TL) 0.10 6 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:105 Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2'Except' TOP CHORD SVuctural wood sheathing directly applied or 2-11-15 oc purlins,except T2:2 X 6 DF No.2 2-0-0 oc purlins(5-8-12 max.):3-5. BOT CHORD 2 X 4 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) 2=1197/0-5-8 (min.0-2-0),6=7197/0-5-8 (min.0-2-0) Max Horz 2=-48(LC 6) Max Uplift2=-26(LC 5),6=-26(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250(Ib)or less except when shown. TOP CHORD 23=-2014/20,3-4=1699/37,4-5=-1699/37,5-6=-2014/20 BOT CHORD 2-11=0/1712,10.11=0l1960,9-10=0/1960,8-9=0/1960,6-8=0/1712 WE85 3-11=0/397,4-t 1=-510/74,4-8=510/74,5-8=0/397 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This Vuss has been designed for a 10.0 ps(bottom chord live load nonconcurcent 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 ractangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by othars)of truss to bearing plate capable of withstanding 26 Ib upiift at joint 2 and 26 Ib uplift at joint 6. 7)This truss is designed in accordance with the 2009 intemational Residentiat Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI t. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAO CASE�S) Standard '��H ��.� 4.�� ` �� °��oa, o �,'�' January 24,201 QWARNING-Verify deaipn parameten and road nolsa on this Truai Design Drawing and inoluded DrJ Reteroncs Sheet(rov.03•7 ty bsforo une.Deeign valid(or uaa with MiTek connador plates only.This design is bsaed ony upo�panmeten shown,and ie tor an individual buildinp eomponsnt.ApplinbiXly � ot design parameten and proper incorparotion o1 the companenl is reaponsibilily o(buiidinp deaigner or ownar of the Wesee and installer. Laterel ro�trainl deeignations nhown on individual web and choM memben aro for wmprsssion 6ucklinp only,nol forbuildinp stnbiliry braGnQ.AddNional lemporery roatroinV diagonal braeing to insuts stability during eonntruction ia lhs rcsponsibiliy ol Ms inetailar.Additional pertnanent building stabiliy braGnp of the ovenll�Wcture is the responsibiliy ot the building deeigner or owner of tha Irusaas.For general guidance regarding deaign responsibilities,fabrication,quafiy wntrol,storege, delivery,erectlon,lateral restreint end diagonal bracing,consuN ANSI/TPI 1,DS&89 and BCSI(Buildinq Componenl Salely Inlormation)aveileble from CONSULT/N[i�LC SBCAatwww.sbcindust .com. Job TNSS Tfuss Type pty Ply 3202-A 3 Car hvac in attie 16327895 81300738 7-H3 Califomia Truss � � Job Reterence o tional . ProBuild Arlington,AAingtan,WA 98223,ListJ 7.250 s Aup 25 2011 MiTak Industrias,Inc.Thu Jan 24 07:2337 2013 Pape t 9ao ID:JHD20m2b1NeVM_n2ncZc2QzsDJZ-v64Cv_qxtY4bvyEGjmwJlPdTufY3_ vt97 cTpt5zsD2a i-1-0-b i 4-ii-5 � 9-8-12 9-�1-01 18 3 13 1618,2 21J 3 ' 26 3 8 �fY a.e� 1-0.0 4-17-5 4-7-7 0-4-1 6-42 0-415 4-7.7 4-11-5 1-0-0 Stale:1!4"=7' 7x70 MT18H� 7x10 MT18H� 4 6.00 12 2x4� 2x� i 3 6 9 N � Z � O 8 f iv ,o ° 3x8 = >> 9 gXg = 3x8 = 3x8 = 3x4 = s•ao 9-0.0 9-4-3 9 2 16-8-12 16-1 -5 26-3-8 9+3 0.• 7•2•0 0-' 9-4-3 �late Offsets(X Yl: f2'0-8-0 0-0-101 f4'0-2-8 Edael f5'0-2-8 EdaeJ �7'0 8 0 0 0 10j LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.21 7-9 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.47 Vert(TL) -0.53 7-9 >594 180 MT18H 185/148 BCLL 0.0 • Rep Stress Incr Yes WB 0.17 Horz(TL) 0.09 7 n/a n/a BCDL 8.0 Code IRC2009lfP12007 (Matrix) Weight:100 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direcUy applied or 3-6-3 oc purlins,except BOT CHORD 2 X 4 HF No.2 2-0-0 oc purlins(3-10-14 max.):4-5. WEBS 2 X 4 HF Stud/Std'Except' BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. W3:2 X 4 HF No.2 WEBS 1 Row at midpt 5-11 REACTIONS (Ib/size) 2=1198/0-3-8 (min.0-2-0),7=1198/0-3-8 (min.0-2-0) Max Horz 2=-59(LC 6) Max Uplift2=-36(LC 5),7=36(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2012/28,3-4=-1714/0,4-5=-1487/16,5-6=1713/0,6-7=-2012/29 BOT CHORD 2-11=-18/1739,10-11=011487,9-10=0/1487,7-9=0/1739 WEBS 3-11=-281/97,4-11=0/348,5-9=0/348,6-9=-281/96 NOTES 1)Unbalanced roof live loads have been considered forthis design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.Ii;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed(or a 10.0 psf bottom chord live load nonconcurcent with any other live loads. 6)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wiil fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to beari�g plate capable ot withstanding 36 Ib uplift at joint 2 and 36 Ib uplitt at joint 7. 8)This Wss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representatlon does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��5�� DE LOAD CASE(S) Standard � O� xT'�'� �' � � � �� January 24,201 � WARNING•Verify despn panmeten and�aad notes on lhia Truss Dealpn Dnwing end included DrJ Reteroncs Sheet(rov.03-1 P)bekro uaa.Oesign vatid for uae wifh MiTek conneIXOr plaba only.This design ie based onty upon psnmeten ahown,and is for an individual buildinp componeM.Apptieabiliry � ol design parametsn and propsr incorpontion o/the wmponent is re�ponaibiliy ot buiiding deaigner or awnsr of Ihe Wseas and Inatallar. Latenl ros6aint designatian�ahown on individual wab and ehord memben aie!or eomprosaion buek�inp only,not fortuilding�tabiliry bncine.Addition�l temponry restreinV diagonal Dncinp to insurs stabiliy durfng unatrudion Is the reaponaibiliy ot ths in�taller.Additional pertnanent buildinp stability Gaeinq of the overell aWetun is Ihe reaponsibility of the buildinp designer or ownsr of the truasss.for genarel puidanea iagarding deeipn roaponsibilitiee,labncation,qualiry wntrol,etongs, ^' � delivery,eroction,lateral reaUaint and diagonal bracing,consult ANSI/TPI 7,DSB-B8 and BCSI(Building Component Satey Intortnation)available from CONSULT/NQ(LC SBCA af www.sbcindust .com. ; Job Tfuss Tnlss Type pty Py 32o2-A 3 car nvae in anic 18327838 B1300738 7-HGR Califomia Tiuss � � Job Reference o Honal ProBuild Arlington,AAinglon,WA 98223,ListJ 7.250 a Aug 25 20t 1 MiTek Industnes,Ine. Thu Jan 1t OM338 2013 Pags 1 yao ID:JE7GLs29kzuspmL4aJEjmVzM(�C-OJea6KrZnrDSX6pTGTSYZc9XH3tfiizKLGDNPXzsD2Z st i-t i 2aiai2 %�o i-o-o s�-i2 a-i �-z-i -- -- �-�-+ as- s-a-iz i-a-o 0.S3 0.1-12 Stale:1/4"=7' 5xB� 4x8= 5x8 � 6.00 12 3 4 4 M M Z 8 �1 � In v 0 4x8 i it 12 �� g 13 8 4x8� 3� = 5x12 MT20H= 3xg- 2x4 II 9•0.0 9-0.0 5+3 5-4 12 13-t-12 20•10-12 20-ii-5 26•3-8 5-4-3 0- 9 7-9-0 7-9-0 0- 9 5-43 Plate OHsets(X.Y)• f2'0-3-10 0-2-01 f6'0-3-10 0-2-01 LOADING(ps� SPACING 2-0-0 CSI DEFI in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Piates Increase 1.15 TC 0.79 Vert(LL) -0.27 9 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 7.15 BC 0.45 Vert(TL) -0.57 9 >550 180 MT20H 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.12 6 n/a n/a BCDL 8.0 Code iRC2009/TPI2007 (Matrix) Weight:133 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-0-9 oe pu�lins,except T2:2 X 6 DF No.2 2-0-0 oc purlins(3-0-5 max.):3-5. BOT CHORD 2 X 6 DF 2400F 2.OE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std'Except' WEBS 1 Row at midpt 4-11,4-8 W2:2 X 4 HF No.2 REACTIONS (Ib/size) 2=2200/0-3-8 (req.0-3-10),6=2200/0-3-8 (req.0-3-10) Max Horz 2=41(LC 5) Max Uplift2=-130(LC 4),6=-130(LC 3) FORCES ��b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4502/366,3-4=-3956/348,4-5=3956/348,5�=-4502l366 BOT CHORD 2-11=-311/4007,11-12=-495/5976,10-12=495/5976,9-10=-495/5976,9-13=-495/5976, 8-13=�95/5976,6-8=289/4007 WEBS 3-11=0/928,4-11=2263/249,4-9=0/393,4-8=-2263/249,5-8=0/928 NOTE3 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 C;enclosed;MWFRS(low-rise);cantifever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 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 tail by 2-0-0 wide wiil fit between the bottom chord and any other members. 7)WARNING:Required bearing size atjoint(s)2,6 greater than input bearing size. 8)Provide mechanical connectio�(by others)of truss to bearing plate capable of withstanding 130 Ib uplift at joint 2 and 130 Ib uplrft at joint 6. 9)This Vuss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced y(.1$�� standard ANSI/TPI 1. 4�� C�,,� 10)Girder carries hip end with 6-0-0 end setback. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �`� 12)Han9er(s)or other connection device(s)shall be provided su�cient to support concentrated load(s)315 Ib down and 91 Ib up at 20-9-0,and 315 Ib down and 91 Ib up at 5-6-8 on top chord. The designlselection of such connection device(s)is the responsibility of - others. 13)In the LOAO CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � � Continued on age 2 �� LOAD CASE�S) Standard � �d � January 24,201 AWARNING•Verify desipn parametera and road nobs on Nis Trvu De�i{yf Orawing and ineludad OrJ ReNrence Shset(nv.03-17')beforo uae.Deaign velid for uas with MiTek connector platee onty.This design is bexd only upon paremeters shown,end ia lor an individual buildinp wmponenL Appliubility � o/design parametero and proper incorporetion of tt�s component is reaponaibility ot building deaigner o�owner of ths truuss and insUller. laleral rostraint designallona shovm on individual web and chord memben are lor compreaaion bucklinq ony,not forbuilding stabifity hraci�p.AddHional temponry resfrainV diagonal bracing to insuro stability durinq wnstructlon is the ronponsibility ol the inatallsr.Additlonal permaneM building stabiliry breGng o/Ne ovenll aWCNre � ie the ro�ponsibility of I�e buiWing desipner or ownar of the Wssei.For ganenl guidanee regarding daeign reaponsibililies,fabrication,quality wnWl,stonge, '� delivery,erection,lateral roatrainf and diagonal bracing,consult ANSI/TPI 1,DS&89 end BCSI(Building Component Safaty Inlortnation)available hom CONSULT/NQLLC SBCAalv.wwsbcindus .com. .p Job • Tfu53 Tru55 ype Qty Ply 3202-A 3 Car hvac in attie 18327838 81300736 7-HGR Califomia Truss 1 7 Job Reference o tlonal "ProBuiW AAington,AAington,WA 9822�,LisQ 7.250 s Aug 25 2011 MITek Industries,Inc. T�u Jan 24 0723:38 2013 Page 2 ID:JE7GLs29kzuspmL4aJEjmVzMf?C-OJea6KrZnrDSX6pTGTSYZc9XH3lijizKLGDN PXzsD2Z LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Piate Increase=1.15 Uniform Loads(pl� Vert:1-3=-70,3-5=-135,5-7=-70,2-6=-31(F=15) Concentrated Loads(Ib) Vert:3=-315 5=-315 � WARNING-Varify design parametsn end read noles on this Tnus Desiqn Onwinp antl InUUEed DrJ Refercncs Sheat(rov.03•117 beforo uae.Design velid for use wilh MiTek connector platet onty.Thia design ia based only upon parameten nhown,enE is ior an individual building wmponent.Apptiwbiiily � of daeipn parameten and proper Ineorporation o(ths eomponent ia rasponsibility of building designer or owner oi the Wasss and insfallar. Lateral resVaint desiqnationa shown on individual web and chord members are for comprossion buckling only,not lorbuildinp etabiliy bracing.AddBiona�temponry resVainV diagonal bncing lo inaure atabiliy during conatruction is the responaibiliy ot ths inataller.AddiNonal pertnanent building stebility bracing ol the ovenll eWCNro is the responsibiliry of lhe building designer ot ownsr ot the tru�ses.For general guidance regarding deaign responsibilitiea,(abricetion,quality control,storege, , delivery,erection,latera�restraint and diegonal bracing,consult ANSIRPI 1,DS&89 and BCSI(Building Component Safey Infortnalion)availabb from CQNSULr�NQ�LC SBCA at w��nv sbcindus .tom. Job Truss Truss Type pty Ply 3202-A 3 Car hvac in aHic 18327837 813007J8 E-1 JACK g � Job Reference o tional I, ProBuik AAington,Adington,WA 98223,LisQ 9-� 7150 s Aug 25 2011 MiTek Induatries,Ina Thu Jen 24 07:2�:38 2013 Page 1 e-a0 ID:JE?GLs29kzuspmL4aJEjmVzMr?C-OJea6KrZnrDSX6pTGTSYZc9jp��CbjtIKLGDNPXzsD2Z � -1-�-U � 1-11-11 �-� 1-11-11 � Scale=1:13.8 3 6.00 12 2 � � , Id 4 3x4 \� 9-9-8 aao 9� 6-Q�0 O-A-'12 Plate Offsets(X Y)• l2�0.1-8 0-2-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) f/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.09 2� >832 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.19 2-4 >378 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:11 Ib FT=20% IUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2 X 4 HF StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=205/0-3-8 (min.0-1-8),4=47/Mechanical,3=47/Mechanical Max Hoa 2=45(LC 5) Max Uplift2=-18(LC 5),3=-10(LC 4) Max Grav2=205(LC 1),4=106(LC 2),3=47(LC 1) 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Reter to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 Ib uplift atjoint 2 and 10 Ib uplift atjoint 3. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �e�.l� � � ��l' z,� r � o�,�P o� '. �8398 ��oc `�',�,��4 January 24,201 � WARNING-Verify despn parsmaten ond road noUS on this Truss Design Drawinq end includsd DrJ Rekronte Sheet(rov.03-11q beton uee.Design vaAd/or uss with MiTek connector platea only.This design le Daaed only upon perameten ehown,anC is lor an individual building wmponent.Applicabiliy � o!deaign parameten and proper incorporatlon of Ne componenl is roaponaibility of building dasignsr o�owner of the truaae�and installer. lateral reatraint designationa shown on individual web and choM memban aro for wmprs�sio�bueklinp onty,not forbuildinp stability bracing.AddRional lemporary resVainV diagonal brocinp lo insurs etabilily duAng conatruction is the reaponsibitiy of the installer.Addi6onal permanent buildinp ataDlliry braeiny of the ovarall sWclurs is ihe�esponeibility of tha building designsr or owner ot Ihe trusasf.For genenl guidance regarding deaign responsibilitiea,tabncation,qualiry eontrol,etoiaqe, delivery,erectlon,latenl rosUaint and diagonal bracing,consult ANSI/TPI 1,DSB-89 and BCS�(Bw�ding Component Safety Information)evailable hom CONSULT/NO�LC SBCA atwww.sbcindust .eom. i� Job • Truss Truss ype ry Py 32o2-A 3 Car hvae in anie 16327838 81300738 E-3 JACK 8 7 Job Reference o tional ProBuiW Arlington.Arfington,WA 98223,List� �p2§Qs Aug T5 2011 MiTek IndusWes,Ine.Thu Jan 24 07:23:42 2013 Page 1 I D:JE7GLs29kzuspmL4aJEjmVzMRC-G4f5yhu4r4ju7j6EVJ�I�SKN�gEVfgkwGuBaYIZSD2V •�� 3-11-11 1-0-0 J•1t-11 Scale:3/4"=1' 3 6.00 �2 2 � , Ia 4 3x4 \� 10-9-6 9-0.0 9-0.0 6- 0 0- 2 Plate Offseta(x Y�[2�0-1-8 0-2-10� LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCIL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.08 2-4 >883 240 MT20 185N48 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.17 2-4 >401 180 BCLL 0.0 ` Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL B.0 Code IRC2009lTPI2007 (Matrix) Weight:14 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVUCtural wood sheathing directly applied or 3-11-11 oc purtins. 80T CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (�b/size) 3=113/Mechanical,2=265/0-3-8 (min.0-1-8),4=46/Mechanical Max Hoa 2=68(LC 5) Max Uplift3=-32(LC 5),2=23(LC 5) Max Grav 3=113(LC 1),2=265(LC 1),4=104(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTE3 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25R;Cat.II;Exp C;enclosed;MWFRS(low-rise);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 nanconcurrent with any other live loads. 3)'This W ss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of Vuss to bearing plate capable of withstanding 100 Ib upiift at joint(s)3,2. 7)This truss is designed in accordance with the 2009 Intemational ResidenGal Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �SUSBPfi p�' w �' � �� ,�► 48398 �� AL�'r_ January 24,201 � WARNING•Verify deeign parameten and read notes on thit Truae Deaign Drawinp and included DrJ Reference Sheet(rov.03-71')beforo use.Deaign valid lor use with MiTek connector plates ony.T�is dasign la based onty upon panmeters shown,and ia tor an indlvidual buildinp component.Applicability , of dasign parameten and proper incorporatlon of the component is reaponsibiliy of buiidinp designer or owner of fhs Wasea and inttaller. Lateral reatraint deaipnetione ahown on individual web and chord mambert aro for wmpression buckling onh/,not forbuildinp slability brecing.Add'Aional lemporary roafreinU diagonal bracing to insura stabiliry duri�p conslniction is Ihe responsibitiy ol tNs installer.AddiGonal pertnanent building�tabilify Wacing of the overall sWCtun is the reaponaibility of the buildino designer or owner of the truaaes.For general guidance rogarding deeign responsibilitist,fabriwlion,quality wntrol,atorege, delivery,ereetion,lateral resUaint and diaponal brecing,consult ANSIlTPI t,DS&89 and BC51(Bui�ding Component Saley Infortnafion)avaitabM Irom CONSULTJNQ LLC SBCA at www.sbeindus .com. Job Tfuss Trtlss Type Qty ply 32o2•q 3 ear hvae in anie 81300738 E-4 JACK 6 � 16327839 ,ProBuiW Arlinglon,AAington,WA 98223,�isq Job Reference o tional 7150 s AuQ 25 2011 MiT striea,Ino.Thu Jan 24 07:23:43 2013 Pags 7 e-ao ID:JE7GLs29kzuspmL4aJE�mVzMRC-k�F�lvicOridthp311jGgtUv4aj07 3Ww84kzsD2U '�-a-a 5-t�-t� i-4o 5-i1-1t 3 Scale=1:21.3 6.00 12 2 � > >o 3x49�0 4 11-9-6 9-0.0 � Plate Offsets(X Yl� f2�0-1-8 0-2-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 25.0 Plates increase 1.15 TC 0.41 Vert(LL) -0.08 2� >883 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.17 2� >401 180 BCLL 0,0 • Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 (Matrix) Weight 161b FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS (�b/size) 3=188/Mechanical,2=331/0-3-8 (min.0-1-8),4=46/Mechanical Max Horz 2=94(LC 5) Max Uplift3=54(LC 5),2=-28(LC 5) Max Grav 3=188(LC 1),2=331(LC 1),4=104(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTE3 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed tor 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 beNveen the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanicai connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplik at joint(s)3,2. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.t 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. IOAD CASE(S) Standard ��s�r� o� 4�� O� T� r � � �� AL�'r_ January 24,201 AWARNING•Veriy design panmetsn and read noUa o�this Tru�s�asign Drawing and included DW Raferonce Sheet(rev.03-i t')bePoro use.Design velid for use with MiTek conneqor platea anly.Thi�design ia baaed onty upon panmeten shown,and ia(or en individual bui�ding compo�ent.ApplicabiGty , of design parameters and propsr incorpondon of the componanf is roepa�sibiliry o/building designar or owner o/the huesef and in�talier. Lateral roshaint designatlona ehown on individual web and chord memben aro for comprasaion bucklinp only,not forbuilding ctability bracing.Addilional temponry realrainU diagonal braeing Ia insuro atabilily durinp conatrudion is the roeponaibiliy ot the inetallsr.AddiGonal permanent building stabifiry bracing ot the overell aWcture is the reaponnibility o�the building dsaigner or owner of the trvsses.For peneral guidanee regarding design responeibili6es,fabrieation,qualiy conVOl,atorege, ' delivery,eroction,lateral restrainl and diagonal bncing,consuH ANSIlTPI i,DS8-89 end BC51(Building Component Safey Infortnation)availabk from CONSULT/NQ LLC SBCA at www.sbcindu:t .com. i ��b Tfuss Trtiss Type pty Pty 3202-A 3 Car hvac in aHic ' 81300738 E.5 �ACK s ' 163278/0 Job Reference o tional ProBuild Arlington,AAington,WA 98223,ListJ 7 0 s Aug 25 2011 MiTpk�q ustriea,ine. Thu Jan 24 0123:43 2013 Page 1 9-ao ID:JE7GLs29kzt��4aJEjmVzMftC-k13Rf�JivicO�idthQ311)GgtUq4aj07 3Ww84kzsD2U -1 A-0 6-0.0 t-0.0 7•11-11 6'� i-11-11 4 Scale=1:28.9 I� 6.00 12 3 rn ci 2 o' 1 3x4 \� 5 Plate Offsets IX Y)• f7 0-1-8 0-2-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.08 2-5 >883 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.17 2-5 >401 180 BCIL 0.0 • Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 8.0 Code IRC2009ITPI2007 (Matrix) Weight:19 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ail bearings Mechanical except Qt=iength)2=0-3-8,S=Mechanicai,3=0-5-8. (ib)- Max Horz 2=120(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)4,2,3 Max Grav All reactions 250 Ib or less at joint(s)4,5 except 2=332(LC 1),3=258(LC 1) FORCES (�b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCD�=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enciosed;MWFRS(low-rise);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 ot 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)tor truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upliR at joint(s)4,2,3. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �1USBPf� Ot� 4 xr� �t. � � �� 4 ��,�() January 24,201 � � WARNING-Venfy despn parameten and med notes o�this Truss Design Dnwi�g aM includsd OrJ Referonee Shest(rov.03•11')beforo ass.Deaign valid Por uae with MiTek connector platsa ony.This design is bassd only upon parameten ahown,and ia lor an individual buildinp component Applicabi6y , ot de�lgn parameten and proper Inwrporatlon ot the wmponent ia responsibiliry of building deaigner or owner oi ths trusase and installsr. Latara�rasUaint designationa shown on individual web and chord memben are for eomprcssion bueklinq only,not foibuildinp stnbility bracinp.Additionel temporary restninV diaqonal broeing to insuro atability dudnp conetniction is the reeponsidliry of the installec Additional pertnanent building stabiliry bneinp of the ovenll aWCture � i�the renponsibiliry of the buildinp de�igner or owner of the truaae�.For peneral yuidancs reqardinp design respaneibilitie�,fabrleation,qualiy eonW1,atoraQe, delivery,erection,lateni rostraint and diagonal bracing,wn�ult ANSI/TPI 1,DS&89 and BCSI(Buildinp Component Safety Information)ovailabb from CONSUtTINQ LLC � SBCA at www.sbcindusl .com. - �Ii Job Truss Truss Type ry Ply a2oz-A 3 car hvac in anie 16327841 81300738 E-8 ROOF TRUSS 6 � Job Reference o tlonal ProBuild Arlington,AAinqton,WA 98223,list� 7 250 a Aug 25 2011 MiTek Industries,Ine.Thu Jan 24 07:23:43 401J Pegs t I�D�t�nOHVjcqbU3hypiLqRXLziyIGkGR�Iv(cOAdthQ311jGgtU84b_07 3Ww84kzsD2U .t-0-d�-9�� 6-0.0 � 9-11-11 � t-0.0 6-0.0 7-11-11 Swle=1:32.4 4 I� 6� ,z 3 v � a z � � 3x4 \� 5 Plate Offsets(X,yl;_[2�0 1 8 0 2 10j LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) i/defi L/d PLATES GRIP TCLL 25.0 Piates Increase 1.15 TC 0.40 Vert(LL) -0.07 2-5 >922 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.16 2-5 >419 180 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) Weight:21 Ib FT=20°h 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 StudlStd BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8 except Qt=length)S=Mechanical. (Ib)- Max Horz 2=146(LC 5) Max Upiift All uplift 100 Ib or less atjoint(s)4,2,3 Max Grav All reactions 250 Ib or less at joint(s)4,5 except 2=335(LC 1),3=324(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Eup C;enclosed;MWFRS(low-rise);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 Wss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. 6)Beveled plate or shim required to provide fuil bearing surface with Vuss chord at joint(s)4,3. 7)This Vuss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI(TPI 1. LOAD CASE(3) Standard .�ussrH ,��, � ,� r.� � � o� "� �398 �4r Q��n1.�'`4 January 24,201 � WARNING-Verify deaign paramelen and read notea on this Trust Deaign Orawing and ineluded OrJ Referanu Sheet(rov.03-17')before use.Design valid for uss with MiTek eonnedor platea onty.This deaign is baaed ony upon paramsten ehovm,and is for an individual building eomponent Applieability , ol dasign parameten and proper incorporelion of ths wmponent ia rosponsibilily af building designer or ovmer of ths lrusaes and inataller. Laterel reatraint desipnatione shovm on individual web and chord memben aro for compreaaion buckiing only,not forbui�ding ata6iliy bracing.Add'Aional temporory reatrainU diaponal bradng to inaure atabiliry during construdion ia the raeponaibiliry o(ths installsr.Additional pertnanent building sUbility bncinp ol the overetl sWCture is Ihe reeponaibiliy of the buildinp designer or owner of the trusaea For generai guidanee regardinp deaign ro�poneibililiea,fabritation,qualiy control,storage, delivery,erection,lateral reatraint and diagonal brecing,consult ANSI/TP�7,DSB•89 and BCSI(Buildinp Component Safely Information)availabls hom CONSULTINa L�C SBCA at ww�v.sbcindus .com. ��b Truss Truss Type Oty Ply a2o2-q a car nvac in anie 81300738 E-7 ROOF TRUSS 2 � 18327842 Job Reference o tlonal � ProBuild Aninglon,A�fington,WA 98223,Liet) 7.250 s Aug 25 2011 MiTek Industriee,Inc.Thu Jan 24 07:23:44 2013 Pape 1 _�-0_b�-9-o �9�_�ID:Z1unOHVcqbU3hyplLqBX6�yIG-CS7rNt�JhzcFiGcdkYyptPfuUwD7aEDkCphdBzsD2T 6-0.0 11-11-11 1-0.0 6-0.0 5-11-11 5 Scale=i:38.0 lO 4 6.00 72 Y 3 � � rn ui 2 d � 3x4 \� 6 Plate Offsets(X Y)� f2 0-1-8 0-2-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.07 2-6 >922 240 MT20 185H48 TCDL 10.0 Lumber lncrease 1.15 BC 0.50 Vert(TL) -0.16 2-6 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 8.0 Code IRC2009/TP12007 (Matrix) Weight:24 Ib FT=20°k LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc puriins. 80T CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8 except Qt=length)6=Mechanical. (Ib)- Max Horz 2=172(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)5,3,4 Max Grav All reactions 250 Ib or less at joint(s)5,6,4 except 2=335(LC 1), 3=324(LC 1) FORCES (�b)-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=25R;Cat.II;Exp C;enclosed;MWFRS(low-rise);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 ps(bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed tor 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 behveen the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of Vuss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3,4. 6)Beveled plate or shim required to provide full bearing surtace with truss chord at ioint(s)5,3,4. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �p58Pfi p �'" A'�ti'��',P r� � � �� January 24,201 � WARNING-Veriy desipn paramelen and read noles on thi�Truss Desi�Drawing and included DrJ Reference SAeet(rev.03-11�beloro uee.Design valid for use wfth MiTek connector plates onty.This design is based ony upon paremeters shown,and le for an individual buildinp component.Appliubiliy � o(design psrameten and proper ineorpontion of the eomponent is renponeibiliy of building deaigner or owner ot ths truese�end installer. Latenl resUaint designationa shown on individual web end chord memben ere for compreasion buckling onty,not forbuilding sfabllily bracing.AddNional tsmporary restreinV diagonal brecing to insuro stability durinp conetrudion ia lha rasponsibi�ity ol the inataller.Additional permanent building stabllity bracinp of ths oven�i sWeturo Is the responsibility ol the building designer or owner of the trusses.For genarel guidance repardinp design responaibilities,fabrication,qualiy control,storaqe, delivery,erection,laterol restreint and diagonal bracing,consult ANSIlfPI 1,DSB•89 and BCSI(Building Component Sa(ey Information)availabla irom CONSULflN��(C ' SBCA at�wvw.sbcindusl .com. �� Job Truss Truss Type Qry Py a2oz-q a car hvae in anic 81300738 E•8 ROOF TRUSS 3 � 163278�3 Job Reference o tional .ProBuild AAington,Arlington,WA 98223,ListJ 7 250 a Aug 25 2011 MiTek Industnes,Ine.Thu Jan 24 07:23:44 2013 Page t -t-0�d"&� s-0.0 �j��:9 ID:21unOHVjcqB!/31syp1LqRXLziyIGC57rN0WAGabzcFlGcdkYyptPfuUwD7aEDkCghdBzsD2T 13.11•11 1-0.0 8-0.0 7-11-17 8.00 12 Scate=1:43.5 5 I� axa i 4 3 `� � 2 � � 0 3x4 \\ 8 Plate ONsets(X Y�• f2�0-1-8 0-2-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.07 2� >922 240 MT20 185H48 TCDL 10.0 Lumber lncrease 1.15 BC 0.50 Vert(TL) -0.16 2-6 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 5 n/a n/a BCOL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:27 ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF Stud/Std 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8 except Qt=length)6=Mechanical. (Ib)- Max Ho2 2=197(lC 5) Max UpliR All uplift t00 Ib or less atjoint(s)4,5,3 Max Grav All reactions 250 Ib or less at joint(s)5,6 except 4=279(LC 1),2=335(LC 1),3=320(LC 1) FORCES (�b)-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 C;enclosed;MWFRS(low-rise);cantilever lett and right exposed;end vertical leR 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 wiil fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanicai connection(by others)of truss to bearing piate capable of withstanding 100 Ib uplift at joint(s)4,5,3. 6)Beveled plate or shim required to provide full bearing surtace with Uuss chord at joint(s)4,5,3. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SUS�H p � �'��'� 0 "�► #839$ ��r -°��an+r�t.�'`a January 24,201 � WARNING-Verily deaign partmelaa and read notes on thia Truss Dasign Drawing a�d included DrJ Re/sronea 5heat(rev.03-11')beforo uaa.�eeign valid for use with MITek connedor platee only.Thls deaign la based anty upon parameten shown,and ie/or an individual building component.Applinbility of desipn parameten and proper ineoryoretion o!the eomponent is rosponsibi�ity of buildinp designer ar ovmer of the trusses and Installec Lateral roaVaiM , �� designationa shav.n on individual web and chord members ars for eomproasion bucklinp ony,not forbuildinp stabilily brecinq.Addkional temporory restninV diagonal brating to ineurc stability dunng wnstruction b tMe nsponsibiliy of the inetaller.Additional permanent bui�ding slabiliy bracinp ol Ihe overall sWCture Ia lhe reaponsibiliry of the building deaigner or owner of t�e trussef.For general guidanee regarding design responsi6ilitiee,fabdwtlon,qudity wntrol,storage, -�� delivery,eroction,Iaterol restraint and diagonal braeing,consWt ANSIlTPI 1,DSB-89 and BCSI(Building Component Salary Information)avai�abk from po��*lu�LLC _� SBCA at www.sbcinduat .com. y � �� c; Job ' Truss Tfuss Type ry Ply 3zoz-A 3 cer hvac in anie 16327844 81300738 E-9 ROOF TRUSS 3 � Job Referenca o tianal ProBuiM Arlinglon,Arlington,WA 98223,List� 7.250 a Aup 25 2011 MiTak Industries,Inc.Thu Jan 24 0723:15 2013 Pags 1 t -9-0 �g:g_g ID:'��BHVjcqbU3hyplLqR�tgr�'i-gfZD�45TsBrp8S4BM5yqelGSslUMysPE9dzsD2S -1-0-b� 8-40 � 75-11-71 �1•0.0 6-0.0 9->>->> Swfe=1:49.1 6.00 12 g I� 5 ° 3x4 � 4 � °n' 3 2 � � 0 3x4 \� � ei na rv v�. ro�n 1 8 0 2 10] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.07 2-7 >922 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.50 Vert(TL) -0.16 2-7 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Ho2(TL) -0.00 6 nla n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:29 Ib 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 Stud/Std BOT CHORD Rigid ceiling directly applied or t0-0-0 oc bracing. REACTIONS Ail bearings 0-5-8 except Qt=length)7=Mechanical. (Ib)- Max Horz 2=223(LC 5) Max Uplift All uplift 100 ib or less at joint(s)4,6,3,5 Max Grav All reactions 250 Ib or less at joint(s)6,7,5 except 4=280(LC 1), 2=335(LC 1),3=320(LC 1) 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=25R;Cat.11;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 piate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit belween the bottom chord and any other members. 4)Refer to girder(s)for Vuss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable ot withstanding 100 ib uplift at joint(s)4,6,3,5. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,6,3,5. 7)This truss is designed in accordanca with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SUS�� ► � �°` 4 �bNAL� January 24,201 QWARNING-Verify design paramelsrs end road notes on thia Truas Deeign Drav+ing end included DrJ Referencs Sheat(rov.03-11')beforo uss.Deaign velid for uss with MiTak conneclor platsf onty.This deaipn ie based only upon paremalen ahown,and is for en individual buildinq wmponent.Appliwbility , ol design paremeters and proper incorpontion o!the componsnt is naponsibiliry ot buildinp deeignsr o�ovmer of the Wsaet and inalaller. lateni reatrai�t deeignaGona shown on individual web and ehord membsra are fo�comprsseion buckNng onty,not forbuildinp slabiliry b�acing.Addillonal temponry re�trainV diagonal braeing to ineure stabiliry during eonstrucfion ia the ieaponaibiliry ol the installar.Additional pertnane�t building stabilily bneinp ot the overall aWCture i�the responsibiliy ot the buildinp daeigner or owner of the trusset.For genenl guidancs regardinp deaign rosponsibilities,fabrication,quality conVOl,slorage, delivery,erection,laterel restraint and diagonal bracing,coneult ANSIlTPI t,DS&89 and BCSI(Building Component Sefery Inlormation)aveilable hom CONSUL�IN�LLC SBCA at www.sbcindust .com. Job Truss Truss Type Qry Ply 3zo2-,4 3 Car hvae In anie 16327845 81300738 E-f0 ROOF TRUSS p � Job Reference o tional , ProBuiW Arlington,AAington,WA 98223,LietJ 7250 e Aup 25 2011 MiTek Induatriea,Ine. Thu Jan 24 0723:38 2013 Pa8e 7 p�_�frnObbUT4DLmql�Ipg�ywozSwziyll-OJea�girDSX6pTGTSYZc9dP3tqitlKLGD NPXzsDZZ �,-db�-0 a-o-o �9��-� n-i�•>> �-ao s-ao �i_��_�� Swle=1:54.8 8.00 12 6 I� 0 5 3x4� 4 � m � 3 d 2 1 3x4 \� � Plate Offsets(X Y): fT0-1-8 04-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.07 2-7 >922 240 MT20 185H48 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.16 2-7 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 6 n!a n!a BCDL 8.0 Code IRC2009lTPI2007 (MaVix) Weight:32 Ib 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 Stud/Std BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8 except Qt=length)7=Mechanical. (Ib)- Max Hoa 2=249(LC 5) Max Uplitt AII uplift 100 Ib or less atjoint(s)4,6,3,5 Max Grav All reactions 250 Ib or less at joint(s)6,7 except 4=260(LC 1),2=335(LC 1),3=320(�C 1),5=283(LC t) 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 C;enclosed;MWFRS(low-rise);cantilever left and nght exposed;e�d 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 Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,6,3,5. 6)8eveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,6,3,5. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.t1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAO CASE�S) Standard 3(�5�� ,�j �.�� 4 �rc�'"Q O � �� 4' � g�p AL January 24,201 � WARNING-Vanfy deipn paramebn and read notea on this Tivee Design Dnwing snd included OrJ Reisronee Sheet(rov.03-1 P)bePoro usa.Design velid for usa wit�MiTek conoedor platea only.Thia design is bued onty upon panmetera shown,and is for an individual buildiny componsnL Appticabiliry � of design paremeten end proper incorpontion ol Ihe eomponent is rosponaibility of buildinp deaigner or ownsr of the Wsaes and installer. Lateral restraint designationi shown on individual web and chord membsn an for compraeeion buckling only,not forbuilding stahility bracing.Add'Aional temporary reatrainU diagonal bncing to in�ura stabiiiy dunng conetruction is the responsibiliy of lhe installer.Additional permansnl building atability bncinp o/tha ovenll aWcturo is the reeponsibilily of Ne building deeigner or owner of the truases.For ganenl guidanee repardinp design rasponsibilitiea,fabriealion,quality cont�ol,storage, delivery,eraction,lateral reetreint and diagonal brocing,consult ANSIlTPI t,DS&89 and BCSI(Building Componenl Safety Infortnation)available from CONSULTIN�LLC SBCAatwww.ebcindust .com. t Job ' TNSS Tluss Type Qty Ply 3202-A 3 Car hvac in anie 16327848 81300738 E-17 ROOF TRU55 > > Job Reference o tional ProBuik!lWinglon,Arlington,WA 98223,List� 7.250 s Aug 25 2011 MiTak Industnen,Inc. Thu Jan 24 0723:39 2013 Pega 1 yg_�_g ID:SrKOoxV5p1��XNdUeJC?8ziyp�#YB�f9LJ8GOfqBzn6qfo9TD3SK?Tewyw�azsD2Y �_b,8�.o 6.ao �9�-9 ,9+,s �-aa s-ao ia+�s Swie=i.se.s � e.aa ,2 I� 8 0 5 3x4 % 4 0 d rn 3 �} 2 `� 1 0 3x4 \� 8 Plate Offsets(X Yl f2 0 1 8 0 2 tQ,l LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.07 2-8 >922 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.16 2-8 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.01 7 n/a n/a BCDL 8.0 Code IRC2009(TPI2007 (MaVix) Weight:34 Ib 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 Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8 except(jt=length)B=Mechanical. (Ib)- Max Horz 2=268(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s)4,7,3,5,6 Max Grav All reactions 250 Ib or less at joint(s)7,8,6 except 4=280(LC 1), 2=335(LC t),3=320(LC 1),5=284(LC 1) PORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-252/68 NOTES 1)Wind:ASCE 7-05;e5mph;TCDL=6.Opsi;BCDL=4.8psf;h=25ft;Cat II;Exp C;enclosed;MWFRS(low-rise);cantilever teft 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 tor a live load ot 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide witl fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,7,3,5,6. 6)Beveled plate or shim required to provide full bearing surface with Vuss chord at joint(s)4,7,3,5,6. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��$�H b�' �� Z � �`� �,�' d �'�mrru.�'o January 24,201 � WARNING•Verify deeipn paremeten and road notee on lhia Truse Deaign Drawing and ineludsd DrJ Referenee Shaet(rev.03-17�beforo use.Design valid tor use with MiTek connedor platea ony.TAis design is based ony upon parameters shown,and ia tor an individual buildinp eomponent.Applicebiliry � of deaign panmeten and propar incorporation ot ths wmponsnt is responsibilily ot building deaipner or owner of tha wesea and Inataller. Lateral rostraint dasignationa shown on individual web and chord members aro for eomproaaion buckling only,not forbuilding stability Wacing.Additional temporary rostrainU diagonal braeing lo insure atabiliy durinq wnsWction is the responeiEilily of ths inataller.Additional permanent building stabiliy broeinq o1 ths ovenll structuro is the responsibilify of the buildinp designer or owner of the truase�.For genarol guidanee regerding design responeibilities,labneation,qualiry eontrol,siorega, 1I delivery,arection,laleral rostraint and diagonal b�acing,conault ANSIRPI i,DS&89 and BCSt(Building Component Safety Infortnation)availabk from CONSUIr�j�Q LLC SBCAatwww.sbcindua .com. Job . Truss Truss Type Qty Ply 32o2-A 3 Car hvac in enic 16327847 81300738 E-12 ROOF TRUSS 1 1 Job Reterence o tional ��ProBuild Mington,Adinqton,WA 9B223,List� 7.250 s Aug 25 2017 MiT,,,qqqJJJ{{{ usViea,Ina Thu Jan 24 072939 2013 Page 1 17-9-o I0:5rK0oxV5rXTdSXNdUeJC?8z'ryIH-s��Y9LJ8GOfqBzn6qioxTD3SK?Tawyw�¢zs02Y i -i-0-0 � 5-10-t5 t-0.0 5-10-15 0.-7 Scale=1:21.1 3 6.00 12 2 � � 7 3x4 \� 4 Plate Oftsets(X.Y): (2:0-1-8.0-2-tOj IOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.07 2� >922 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.18 2-4 >419 180 BCLL 0.0 ' Rep Stress Incr Yes VNB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:16 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SUuctural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (ib/size) 3=187/Mechanical,2=338/0-5-8 (min.0-1-8),4=46/Mechanical Max Horz 2=95(LC 5) Max Uplift3=-55(LC 5),2=-31(LC 5) Max Grav 3=187(LC 1),2=338(LC 1),4=103(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 7)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25R;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical teft and right exposed;Lumber DO1=1.33 plate grip DOL=1.33 2)This truss has been designed for a 70.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load ot 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 7)This truss is designed in accordance with the 2009 Intemational Residential Coda sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �S�SBPR p�,+l' ,� �a�s �'� o�, o� ,,°� .#8398 �4s ; ��,a January 24,201 � WARNtNG•Veny design panmstan a�reod notas on thia Truas Design Orawtny and fneluded DrJ RePoronce Sheet(rov.0�-11')baforo use.Deaign valid tor use with MTek wnnectot plates only.This deslpn is baaed only upon paramsten shown,and Is for an individual buildinq component.Applipbility � o(design penmeten and proper Incorporetion of Na component i�rosponsibility of building designer or ovmer of the trusset end installer. Lateral resVaiM designatlona shown on individual web and chord msmben ero lor comprosnlon buckling only,not lorbuilding stability bracinp.AddRional temporary rostrsinV diagonal bncing to innuro stability duneg tanstmdion ia the rosponaibility of the installec Additional pertnanenl buildinq stabiNy bracing oi lhe overall cWcture is lhe responsibility o(the building designer or owner of ths trusses.For general puidanes regardinp deaign rosponaibilitie�,tabdeation,quality eonWl,slorage, . delivery,erection,lateral resUaint and diagonal bracing,conault ANSI/TPI 1,DS&89 and BCSI(Building Componenf Safey Inkrmation)availabb hom CONSULTlNQ LLC SBCAatv�v.sbcindust .com. :• fi Job , Truss Truss Type ty Pty 3202-A 3 Car hvac in anic 18327848 81300738 E-13 JACK 1 1 Job Reference o tional •ProBuild Arlinglon,AAington,WA 98223,LisQ 7.250 s Aug 25 2011 Mi7ek IndusVies,Inc. Thu Jan 14 07:��2013 Page f I D:SrK0oxV5rXTdSXNdUeJC78ziyIH-KhIKX?tpJTTAmQyrOuU0f1 F3LsZJBnEdpaiTUPzsD2X � -�-o-0 9�a� i->>-ii s-�-u 1-0.0 1-11-11 Scale=1:13.7 4.00 12 3 2 � � 1� 3x4 = 4 9•0.0 9-40 9-7-14 17-8 -2-12 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PlA7ES GRIP TCLL 25.0 Plates Increase 1.75 TC 0.05 Vert(LL) -0.07 2-4 >926 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.50 Vert(TL) -0.16 2� >421 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight 11 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=205/0-3-8 (min.0-1-8),4=46/Mechanical,3=49/Mechanical Max Horz 2=30(LC 3) Max Uplift2=-21(LC 3),3=-9(LC 4) Max Grav 2=205(LC 1),4=103(LC 2),3=49(LC 1) 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=25R;Cat.II;Exp C;enclosed;MWFRS(tow-rise);cantilever leR and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This Wss has been designad for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a liva load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss wnnections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��SpS6PH D�,��' a r �`a� � '^�► A1�398 �°`� �� January 24,201 � WARNINC•Ve�y design panmelen and re�d notea on tMS Truas Deeign Dnwiny end Included DW Rsferones Sheet(rov.03-t t')bebre uss.Dee7gn valid lor use with MiTek connector pletes onty.Thie design ie baaed only upon parameter�ahown,and is tor an individua�building wmponent.Applicnbiliry J of design parematart and proper incorporation of the component la reaponsibiliry of building designer or owner of the truaaee and installer. Laterel reslroint designations s�own on individual web and chord membera ero(or compresaion buckling onty,not torbuilding stabifity bracinp.Additional temporory roaVainV diagonal bradng to insure etability during construclion is the rosponsibility of the instalter.Additional permanent building staEiliry bracing of tha ovarall structure is the responsibilify ol ths buildiny de�igner or owner ol the truesas.For general guidanes regarding deeign responsibilitia�,fabrieetion,quoliry conlrol,storags, delivery,erectian,laterol restreint and diegonal braeing,consuN ANSI?PI 7,DSB•89 and BCSI(Buiiding Component Safety Information)evailabls hom CONSULT/NO LLC SBCAatwww.sbcindust .com. Job . Ttuss Tnlss Type aty Pty 3202-A 3 Car hvac in anic 16327849 81300738 E-14 JACK � � Job Reference o tional ProBuiW Arlinglon,AAington,WA 9822�,LisQ 7.250 s Aug 2�5 2011 MiTek IndusUies,Inc. Thu Jan 24 0728-9�2013 Paga 1 ID:SrKOoxVSrXTdSXNc�t��rJ�4 BziylH-KhIKX7tpJTTAmQyr0uU0f1F1esZtBnEdpaiTUPzsD2X ��0 9-0.0 3-17-11 1-0.0 3-11-11 Scale=7:13.5 3 4.00 12 2 � � 7 d 3x4= 4 9-0.0 y.� 70•3-id 11-8 -2-12 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.07 2-4 >985 240 MT20 185l148 TCDL 10.0 Lumber Increase 1.15 BC 0.48 Vert(TL) -0.15 2-4 >448 18Q BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a nla BCDI 8.0 Code IRC2009/TPI2007 (MaVix) Weight:13 Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SUuctural wood sheathing direcUy applied or 3-11-11 oc puAins. BOT CHORD 2 X 4 HF StudlStd BOT CHORD Rigid ceiling direcNy applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=121/Mechanical,2=270/0-3-8 (min.0-1-8),4=45/Mechanical Max Ho2 2=47(LC 3) Max Uplift3=-27(LC 3),2=-32(LC 3) Max Grav3=121(LC 1),2=270(LC 1),4=101(LC 2) 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 C;enclosed;MWFRS(low-rise);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 nonconcurcent with any other live loads. 3)'This wss 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 membere. 4)Refer to girder(s)for Vuss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of Vuss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 7)This truss is designed in accordance with the 2009 Intemational Residential Coda sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1USSPH p�' T� �� Og �� O � � ��` o�� January 24,201 � WARN�NG-Verify deaign panmeten and raad nme�on this Trua�Demign Dnwinp and included DrJ Rehrence Sheat(rev.03-11')bskro use.Design valid for uae wilh MiTek connector platet ony.This deaipn i�bseed only upon parametsrs nhown,and is for an individual building componenL Applicabiliry , of design penmeters and proper incoryorotion of ths componen!is rsaponeibility of buildinp designer or ownar of tha truesas and installer. lalerel roalraint dasignadona ehown on individual web and chord memben ars for eompression bucklinp ony,not Porbuildinp stnbility bracinp.Additional temporary reatrafnU diagonal brecing to inture slebility during conatruction ia the responsibility of the inataller.Additional permanent building stabiliy bracinq of the ovarell aWcturs is the rosponsibiliy o(the building deaigner or ownar of tha trussas.For genenl guidance regarding deaign responaibilities,Iabricalion,qualiry control,atorsge, dalivery,erection,lateral resVaint and diagonal bracing,consult AN51lTPI 1,DS&89 and 8CS1(Building Component Saiety Information)availabla from CONSULTINQ LLC SBCA al www.sbcindust .com. Job . Truss Truss Type aty Pty 3202-A 3 car hvae in attie 16327850 81300738 E-75 MONO TRUSS 3 � Job Reference a tfonal ProBuild Arlinglon,Arlinglon,WA 9B223,listj 7250 s Aug 25 2011 MiTek Induatrias,Inc.Thµy�p.$4 0723:40 2013 Pags� 1 s•ao ID:SrKOoxV5rXTdSXNdUeJC?BziylH-KhIKX9tpJTTAmQyrO��gf1 FznsZfBnEdpaiTUPzsD2X _�_p.p 5-11-8 i-0-0 5-11.8 Scale=1:15.6 3 4.00 12 N M N 2 � � x4 = 4 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.41 Vert(LL) -0.07 2� >985 240 MT20 185/148 TCDL 10.0 lumber Increase 1.75 BC 0.48 Vert(TL) -0.15 2� >448 180 BCLL 0.0 ` Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 (Matrix) Weight:t6 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=187/Mechanical,2=329/0-3-8 (min.0-1-6),4=45/Mechanical Max Horz 2=63(LC 3) Max Uplift3=-44(LC 3),2=-40(LC 3) Max Grav 3=187(LC 1),2=329(LC 1),4=101(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.O.paf bottom chord live laad nonwncurrent with any other live loads. 3)'This truss has been designed tor a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)tor truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 Intemationai Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard S�$�� O , 44� �r�Q .� �� °��µ�� January 24,201 � WARNiNG•Verily deafgn poremetero and road notes on this Truaa Deaign Orawinp and included DrJ Reteronu Sheet(rev.03-11')beforo use.Design valid lor use with MiTek connector plataa only.This design is besed ony upon penmeten shown,and is for an individual bui�ding component.Appliwbitiry J of deaiyn parametare end proper incorporation of fhs component ia reapon�ibiliy ot building deaignsr or owner of Ihe Wsaes ond Instalier. Lateral reafraint designationa shown on individual web and chard memben aro lo�compreaaion buckling ony,nol forbuilding stabiliy bncing.Adddional temporory reatrainV diagonal bracinq to insure atabiliy during conatruaion ie the rosponsibiliy of lhe inatallsr.AddNional permanant building slabiliy bracing o(the overell sWCturs is the roaponsibiliry ot the building designer or owner of the trussea.For generel guidance rogarding deaign responeibilitiea,tabriwtion,qualiry conUOl,storage, � delivery,erection,lateral restraint and diegonal bracing,consult ANSI/TPI 7,DS&89 and BCSI(Building Component Sa(ety Informalion)avaiteble from CONSUITINQ CLC SBCA at waw.sbcindust .cam. . .. Jab Truss Truss Type �ry Ply 32o2-n 3 car hvae in anic ' 18327851 B1300738 E•i6 JACK 1 1 Job Re(erence o tional ,ProBuild Arlington,AAington,WA 98223,Liat� 7.250�Aug 25 2011 MiTak IndusUies,Inc.Thu Jan 24 0723:41 201J Page 7 9 0.0 ID:SrKO�c��(TdSXNdUeJC98iryIH-ouJjkLtR4mb10ZX1yc7FBFnE5GzKwEUm2ERtOszsD2W -1-0-0 i•11-it �-ao i-i�-i� Scate=t:9.8 3 4.00 12 2 � � Ib 3x4 = 4 9-0.0 9-0.0 9-7-14 3•1�1•8 � 0-2-12 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCIL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.01 2-4 >999 240 MT20 185/148 TCDI 10.0 Lumber Increase 1.15 BC 0.20 Vert(TL) -0.03 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:8 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc puriins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (ib/size) 2=189/0-3-8 (min.0-1-8),4=30/Mechanical,3=49/Mechanical Max Horz 2=30(lC 3) Max Uplift2=-31(LC 3),3=-9(LC 4) Max Grav 2=189(LC 1),4=67(LC 2),3=49(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsi;BCDL=4.8psf;h=25k;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DO1=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 liva loads. 3)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangie 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)2,3. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1. LOAD CASE(S) Standard lUSEPR ��^ 4,�� °� r�' 0 O � �� 4 `�l�.�' �� January 24,201 � WARNING•Veny dsaipn panmetsn and read no1�s on this Truas D�sign Drawinq and ineludsd OrJ Rehrenee Sheat(rsv.03-11')befon ure.Dasign velid for use with MiTek connecWr plates only.7hie deeign ie baaed only upon paramelen ahown,and is lor an individual buiiding eomponenl.Appticabiliry � of design parameten and proper inurporetion of the componsnt ie reeponsibiliy of building deaigner or owner o(the trusaes and inslallsr. Lateral roatraint dasignatione shown on individual web and ehord membsre ars for eomproesion Duekling only,nol forbuNding atability bracing.Add"Rional temponry roatninU diagonal bracing to inauro stabiliy during eonatruMion is the roaponeibiliy ot Ne inataller.Additiond pertnanent building stabiifry bneing oi tha ove/all aWCture is the responsibiliy ot the bulMing designe�or owner of the lrusaet.For generel guidanca rogarding deaign responsibilities,fabrteation,qualiry wnlrol,atorags, delivsry,erecNon,lateral reeVaint and diagonal bracing,eonsutt ANSI/TPI 1,DS&89 and BCSI(Building Component Salery Infortnation)availabla from C�NSU�T�N(;LLC SBCA at www.sbcindus .com. Job • TfUSS Tfuss Type Qty Pty 3202•A 3 Car hvae in anic 18327852 87300798 E-17 MONO TRUSS 9 � Job Reference o tional ProBuild Arlinglon,AAington,WA 9822�,List� 7.250 e Aug 25 2071 MiTak Indusiriea,I . hu Jan 24 07:23:41 2013 Page t ID:5rKOoxVSrXTdSXNdUeJC?BziylH-ouJjkLtR4mb i 07J�dy�c��BFnC NG_SwEUm2ER 10szsD2 W _�-0_0 9-�'� a-ao �-ao a-ao Scale=t:t22 3 4.00 12 v M 2 �f �1 ' 0 3z4 = 4 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.01 2-4 >999 240 MT20 185M48 TCDL 10.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.03 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009lfP12007 (MaVix) Weight:ll Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 4-0-0 oc purlina. BOT CHORD 2 X 4 HF StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=121/Mechanicai,2=255/0-3-8 (min.0-1-8),4=29/Mechanical Max Horz 2=47(LC 3) Max Uplift3=-27(LC 3),2=-41(LC 3) Max Grav 3=121(LC t),2=255(LC 1),4=65(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when show�. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=B.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fd between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 7. LOAD CA5E(S) Standard �S�S�H ��p r ,�. c � �� 4 abNAL� January 24,201 � WARNIN6-Verily dsaign paremeten and read notes on this Truss Design Drawing a�d included DrJ Referonce Sheet(rov.0�-11�beforo ues.Design valid foi uss with MiTek connector plales only.This deeign is based only upon parameten shown,and ie lor en individual building wmponent.Applicabiiify � of design parametera and proper ineorporeGon of tha wmponent is responeibility of building daeigner or owner of the Waaas and inetaller. Laleral restraint designation�ahown on individual web and ehord membero am for eompreaaion�eklinp only,not forbuilding sfability bneing.Addilional temponry rasVainU diagond bncing to insuro clabiliry dunng consWCtion is the reeponsibiliy of the installer.Additiond psrmanent building ntabilily bradng of tM ovenll shucWro is lhe responsibiliy of tha building deeigner or owner of the truaae�.For generel guidancs regarding deaign responsibilities,fabricatlon,quality wmrol,sbraBe, delivery,erecNo�,leteral restroint and diagonal bracing,consuN ANSI/TPI t,DS&89 and BCSI(Building Component Safery Infortnation)available from CONSUL�/NIiLLC ecre�r......,e�,�t�m�af�v enm . ..._. Job ' russ Truss Type ty Ply 3202-A 3 Car hvae in ariic 16327853 81300738 E•17A MONOTRU55 > > Job Reference o tional PraBulld Arlington,AAington,WA 98223,list] 7.250 s Aug 25 2011 Mi dustriea,lnc. Thu Jan 2!0723:41 2079 Pape 1 9-ao ID:Z1unOHVcqbU3hypiLqRXLziy1G-ouJjl��t�2�rfbtOZXtyc7FBFn8�SwEUm2ER10szsD2W a•ao 4-0.0 Scale=1:12.2 2 4.00 12 e M i � 3x4 = 3 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Lld PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.01 1-3 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 8C 0.19 Vert(TL) -0.03 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 (Matrix) Weight:10 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 HF StudlStd BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS (Ib/size) �=162/0-3-8 (min.0-1-8),2=133/Mechanical,3=29/Mechanical Max Horz 1=35(LC 3) Max Upliftl=-3(LC 3),2=-33(LC 3) Max Grav 1=162(LC 1),2=133(LC 1),3=65(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES t)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25k;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical lek 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 Ioads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss 4o truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capabie oi withstanding 100 Ib uplift at joint(s)1,2. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��5�� °� r� 4,4 O� � '� d� � �� :o� � �� January 24,201 � WARNING-Venfy design parametero and road notes oe thia Trues Design Drewing and includsd DrJ Raferonce Sheat(rov.03-11')bePoro usa.Deaiqn valid lor use wilh MiTek connecto�plates only.This design ia Eased onty upon parometen shown,and is lor an indfviduat 6uilding component.Applicability I of design parameters and proper inwryoration of the eomponent Is reaponsibiliy of building deeipner or owner o(the Wesea and installer. Laterel roaVeint deeignallona shovm on individual web and chord memben aro for compreaeion buckliny only,not torbuilding ctabiliry Wacing.AddRional temponry roatrainU diaponal bracing to insure etability during construdio�is ths rosponaibiliy of the installsr.Additional permenenl buildinp stebiliry brscing of tha overall atrueturo is the responsibilify ot the buibing designar or owner of tha truases.For generel guidance regarding design responsibilitiea,labricatian,qualiry control,atorage, � delivery,erection,lateral restnint and diagonal bracing,consult ANSI/TPI t,DS&89 and BCSI(Building Componant Satety Infortnation)available 6om CONSULTlNQ LLC SRCA al wvnw.s6cindustrv tOm. _._.. � Job - Trtlss Truss Type oty Ply 3202-A 3 Car hvac in anic 16327854 813007J8 E-18 Jack-Partial Truss 3 1 Job Reference o tional ProBuild Arlington,AAington,WA 98223,List� 7250 s Aup 25 2011 MiTak Industrfes,Inc. Thu Jan 24 0723:42 2013 Page 7 e-a0 ao ID:JE?GLsP�7�uspmL4aJEjha�CclArtC-G4t5yhu4r4ju?j6EVJWUkSKKWgEVfgkwGuBaYIzsD2V �•1-0•0 I 3-t-8 6-0-0 �2�� 71-i1-8 _— 1-0.0 3-1.8 2•10-8 5-11.8 Scale=1:37.9 6 5 I� s oa ,z , 0 N 3 M m a d 2 � � 3x4 = � LOADING(ps� SPACING 2-0-0 CSI DEPL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.33 Vert(LL) -0.08 2-7 >883 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.17 2-7 >401 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Hoa(TL) -0.00 5 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:24 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direc8y applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. REACTIONS All bearings 0-1-8 except Qt=length)2=0-3-8,7=Mechanical. (Ib)- Max Horz 2=169(LC 5) Max Uplift All upiiR 100 Ib or less atjoint(s)4 except 3=-128(LC 5),5=-104(LC 4) Max Grav All reactions 250 Ib or less at joint(s)7,4 except 2=303(LC 1),3=448(LC 1),5=292(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;BSmph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end veRical lek 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 Wss 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 beriveen the bottom chord and any other members. 4)Refer to girder(s)for Wss to truss connecdons. 5)Provide mechanical connection(by others)of Vuss to bearing plate at joint(s)3,4,5. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplik at joint(s)4 except Qt=1b)3=128 ,5=104. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 8)This Vuss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �.�UgBPA a'�' T�, 4 ��o� � ,� �38398 �a . d� 4 AL�` January 24,201 � WARNING-Ve�y design panmeten and rcad notes on t�ia Truss Design Dnwing e�d incNded DrJ Referonce SheM(rav.03•11')befaro uae.Dseign valid for uss with MiTek connector platea ony.Thia desiqn i�based onty upon parameten shovm,and is tor an individual building component.Applicability � of design parametera end proper inwrporallon o(the wmponent is rosponsibiliry of building designer or owner ot the trussae end installer. Latenl reatreint deaignation�shown on individual web and chord members en for compre�aion buckling onty,not farbuiiding atability bracing.Additional temporery roatrainU alaponal bracing lo insuro sUbility durinp conslruction is ths responsibiliy of the installer.Additional pertnenent building stabilily breeinq of ths ovarall sWcture is the rosponsibility ot Ue building designer or ovmer of the trussea.For general puida�u�agaMing design responsibilities,fabACation,qualiry control,storags, dalivery,erectlon,lateral resUaint and diagonal brecing,consufl ANSIlTPI 1,DS&89 and BCSI(Building Component Satety Infortnation)available from CONSULT/NOCLC SBCA at www.sbcindusf .com. Job . Truss Truss Type oty Pry 32o2-n a Car hvac in ettic 18927855 81300738 HR07 CAL-RAFTER 2 1 Job Reference o tional AroBuild Arlington,Arlington,WA 98223,LIsQ - 7250 a Aug 25 2011 MiTek Induatries,Inc. Thu Jan 24 0723:45 2013 Page 1 ii-iBzIHD20m2b1NeVM n2rx�aBQzsDJ2-g2DajwyB?5TsBrp9S4BM5ym9tNJslUMysPE9dzsD2S &10.3 14'e'� 13-i-12 11-11-8 .7-SO F 16-10.14 � 5-11-11 ' i.s-o �s-iaia -ai8- ie�=1:32.4 ¢� jN i-z-a d 5 4.24 12 4 4�c6% 3x8% 3 v 3x8% ° � 3x8 % 3x8% 5n8 \� 2 � e' 71-10-2 12-10-1 13-10-9 14-8-7 8-7-7 i e_�.� Plate Offsets fX Y)� f2 0-2-8 Edggj LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.14 2-3 >767 240 MT20 185H48 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.22 2-3 >479 180 BCLL 0.0 ` Rep Stress incr NO WB 0.00 Hoa(TL) -0.00 6 n/a n/a BCDL 8.0 Code IRC2009lfP12007 (MaVix) Weight:33 Ib FT=20°� LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS Ail bearings 0-5-8. (Ib)- Max Horz 2=173(LC 3) Max Uplift All uplift 100 Ib or less atjoint(s)6,2,4,5 except 3=-127(LC 3) Max Grav All reactions 250 Ib or less at joint(s)6,4,5 except 2=372(LC 1),3=536(LC 1) 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 C;enclosed;MWFRS(low-rise);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 live load of 20.Opsf on the bottom chord in all areas whera a rectangle 3-6-0 tall by 2-0-0 wide will fit beNveen the bottom chord a�d any other members. 3)Bearing atjoint(s)2 considers paraliel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,2,4,5 except Qt=1b)3=127. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,3,4,5. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard lt}SEPH p�,-F r 4�� c �� °� o�� w January 24,201 AWARNING-Verify design p�romMen md re�d notee on thfs Truas Design Orawing and inGudad DW Rekrenae 3heet(rov.03-1 P)beforc uae.Dsalgn valid for use with MiTak eonneetor plslea onty.This design ia besed only upon parameters ahown,and ie for an individual building component.Applicability , ot deaign peramaten and proper incorporetion of the eomponent ia responsibilify of building designer or owner af the Wssee and installer. lateral reatraint dasigna6o�a ahown on Individuai web and chord membare a�e tor compression Cucklinp only,not forbuildinp stability EreGny.Additional temporary reshainU diagonal bncing to insure stability during construdion is the responsibilily o1 ths inataller.Additional pertnanenl building stability bracinp ot tha overell etructure ia the responeibiliry of the building designer or owner ot the truasaa.For genera�guidanca regarding deeign responsibilities,febricalion,quality wntrol,etorege, dalivery,erectioe,laterel restraint and diagonal bracing,wnsult ANSIlTPI t,OS&89 and BCSI(Building Component Safey Information)availabb from CONSU�I�NQ�LC SBCAatwww.sbcindust .com. Job . TfUSS TNSS Type Qly Ply 3202-A 3 Car hvec in attic 16327856 81300738 HR-0 CAL-RAFTER 7 1 Job Reference o tional ProBuild AAington,AAington,WA 98223,list) 7.250 s Aug 25 2011 MiTek Industries,Inc. Thu Jan 24 07:23:46 2013 Page 1 9-0.0 ID:t ES9DcWMNBjLhqXOb3Mg4ZziyIF-9r7cn3xavJDKULQ?k9bQulUz��Y�UkVB W9oh3zsD2R -1-8-0 + 8-57 - -- � 1&0 B&1 ' ScaIB=1:197 3 2.83 �Z 1� 3x8 % 3x8% °' 3x8% " � 2 � 3x8= t 2.83 12 4x10= oi��e naee�a n v�• rrn-�-��-Q-gLI3'�-3-10 0-0-51 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.52 Vert(LL) -0.16 2-3 >631 240 MT20 185/148 TCDL 10.0 Lumber Increase 7.15 BC 0.00 Vert(TL) -0.26 2-3 >394 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009(TPI2007 (Matrix) Weight:22 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTION3 (Ib/size) 3=285/0-5-8 (min.0-1-8),2=421/0-5-8 (min.0-1-B) Max Ho2 2=63(LC 3) Max Upiift3=-59(LC 3),2=-105(LC 3) 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 C;e�closed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)•This Wss 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. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanicai connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except Qt=1b) 2=105. 5)Beveled plate or shim required to provide fu11 bearing surface with truss chord at joint(s)3. 6)This Vuss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1. LOAD CASE(S) Standard �°$�� n�r �.�� y'� ''�� r � �� 0�� January 24,201 aWARNING•Verify deaign paramsters and raad nolea on this Trusa Oesign Drawing and included DrJ Reterenee Shest(rov.03-71')bsforo uss,Design valid Por use with MiTek eonneclor pletea ony.Thia design is based only upon psremetan shown,and is for an individual buildinp eomponent.AppliubiGty , ol design parameters and proper inwrpontion of the component ia rosponsibiliy o/building deslgner or owner of the W�aea and installar. Late21 restraint designationa shown on individual web snd chord members aro for compro�sion bucklinp ony,not forbuiltlinp stability bradng.AddNional tamporary rostrainV diagonal bncing fo insurs stabiliy dunng construction is the responaibilily of tlie i�staller.Additional pertnanent building stability bracing of the ovsrell structure is the reaponsibility of Ne building designer or owner ol the trussss.For generai guidancs ragardinp design rosponsibilifiea,fabrication,qualiry control,etange, � delivary,erectlon,labral reetraint and diagona�bracing,wnsWt ANSI/TPI 1,DS&89 and BCSI(BW�ding Component Salery Information)availab�e from CONSULI/NQLLC SBCA at wwa.sbcindust .com. Job • Tfuss Truss Type Qty Ply 3202-A 3 Car hvac in attic 18327857 B1300738 HR-2 CAL-RAFTER 1 � Job Reference o tional ProBuild Artington,AAington,WA 98223,List] 7.250 a Aug 25 2011 MiTek Industriee,I�e. Thu Jan 24 07:23:08 201J Page 7 e-a5 ID:1 ES9DcWMNBjLhqXOb3Mg4Zziylf-9r7cn3xavJDKULQ7k9bQulUTd�y�bl�kVBW9oh3zsD2R -7-8-0 5-�'2 1-&0 5•�•Z Swle=1:14.5 3 2.83 12 5.g13 1� � a N 2 � `� 1 9-0.5 10-2-14 5•7•2 � 572 � LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates increase 1.15 TC 0.45 Vert(LL) -0.08 2-3 >790 240 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.12 2-3 >493 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009(TPI2007 (MaVix) Weight:9Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. REACTIONS (Ib/size) 3=155I0-5-8 (min.0-1-8),2=337/0-5-8 (min.0-1-8) Max Horz 2=50(LC 3) Max Uplift3=-28(LC 3),2=-97(LC 3) 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.il;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;�umber 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 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)Provide mechanical connection(by others)of truss to bearing pfate capable of withstanding 100 Ib uplift atjoint(s)3,2. 4)Beveled plate or shim required to provide full bearing surtace with Vuss chord at joint(s)3,2. 5)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard S��H ��k 4�� r�� o� � ��$ �� 4 �,�,�►z.� January 24,201 � WARNWG•Verify deeign paramelen and read notas on thla Trust Oasipn Onwing and indudaC DrJ Refercnee SheM(rov.03-11')DePoro u�e�.Deaiya valid(or uae with MiTek connector plates only.This design ia basad onty upon paremeters shown,and is for an individual buildinq component.Appliubility j of dasiqn parameters and proper inwrporoGon of lhe component is responaibiliy o1 building designer or owner of the trusses and inslnller. Latsrel roatraint designationa shown o�individual wsb and chord memben aro for eomprcsaion bueklinp ony,nol forbuildinp stability bneing.Atlddional temporary resfrainV diagonai bncing to insure stabiliy during conetruetion ia tha naponsibiliry ot the installer.Additional pertnanent building stabiliy bracinp o!the overall aWCture is the responaibiliy of the building designer or owner of the trueaee.For generel guidance regardinp deaign reaponsibiliGe�,fabrication,qualily eontrol,atorege, delivery,eraction,lateral restnint and diagonal bracing,con�ult ANSUTPI 1,DS&89 end BCSI(Building Camponsnt Safery Information)availabb(rom CONSULT/NQ LLC SBCAat�wnv.sbcindust .com. Job Truss Trtlss Type Qty Ply 3202-A 3 Car hvac in attic 16327858 B1300738 HR-3 CAL•RAFTER T 1 Job Reference o tional AroBuild Arlington,Arlington,WA 98223,LisQ 7250 s Aug 25 2011 MiTek Induatries,Inc.Thu Jan 24 0723:47 2013 Pags 1 � Z ao ��$14 ID:18�9DcWMNBjLhqXOb3Mg4ZziyIF-d1g 70yCgcLB6U?BIs6fR�1�90h3nK�¢fpAuLDVzsD2Q 2-ao a-s� 3 Scale=1:21.8 I� A O 4.24 �2 3�% 3x8 % 3u6 % W N N 3u8 % � 2 4.24 12 Y 3x6% 1 4x8 = Plate Offsets(X.Y): j2 0-1-2.0-0-14) LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.51 Vert(LL) -0.16 2-3 >633 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.26 2-3 >396 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009lfP12007 (MaVix) Weight:23 Ib FT=20°k LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (�b/size) 3=281/0-5-8 (min.0-1-8),2=448/0-5-8 (min.0-1-8) Max Horz 2=101(LC 3) Max Uplift3=-64(LC 3),2=-110(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All Torces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCOL=6.Opsf;BCDL=4.Spsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)'This truss has been designed for a live load of 20.Opsf on the bottom chord in ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit beNveen the bottom chord and any other members. 3)Bearing atjoint(s)2 considers parallei to grain value using ANSI/TPI 1 angle to grain formula. 8uilding designer should verity capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 except(jt=1b) 2=110. 5)Beveled plate or shim required to provide full bearing surface with Vuss chord at joint(s)3. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlTPI 1. LOAD CASE(S) Standard ��lU$BPfi j��,tt' � 4 �. � � �� 4 C?�� January 24,201 � WARNING-Venfy deaign paremelan end read notes on thit Truns Dsaign Drawinp and included DW Referonee Sheat(rov.03-11')beforo use.Design velid for use with MiTek connedor platee onty.This design is based only upon parameten ahown,and is for an individual buiiding wmponent.Applicebility � of design perameters and propsr incorporation of the component is roaponsibiliy of building deeigner or owner of the Wsss�and inataller. Latent restraint designatione shown on individual web and chord memben aro for compreseion buckling only,not torbuildinq ntability breGng.AddNional temporery restninV diagonal bracinp to inauro alability du�inp construction in the responsibiliry ol ths inataller.Additional permanent building atability brecing of the overall�tructuro is the reaponsibilily of the building deeignar or owner of the trusssa.Por general guidance regarding design responsibilities,fabrication,qualiry wntrol,storaga, delivsry,ereetion,lateral reatraint end diagonal broeing,eonsult ANSIRPI 7,DS&89 and BCSI(Building ComponeN Salety Information)availabb from CONSULI/NQ�LC SBCA at www.sbcinduat .com. Job , Truss Truss Type pty Py 32o2-n 3 car nvac in an�c 16327859 B1300738 HR-5 CAl-RAFTER 2 1 Job Refere�ce o tional ProBuild Arfington,AAington,WA 9B22J,List� 7.250 a Aup 25 2011 MiTek IndusVies,Ina Thu Jan 24 0713:17 2013 Page 1 ��y ID:1E�9[I�WMNBjLhqXOb3Mg4Zz'ry1F-dig 90yCgcLB6U?9&�fFLW17Uh�QAuLDVzsD2� -2-0-0 15-5-15 � 2-0-0 � 15-5-15 4 424 12 6 ia cale=1:32.3 2>>.1 5 1"' 3x8% 4 3 � 4 Y � 4rz6% 3x8 % 3x8% � N 2 3x8% � 3x8 % 424 12 4x8 = Plate Offsets(X.Y)� [2:0-0-13.0-1-OJ LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.12 2-3 >868 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.19 2-3 >542 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 6 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (MaVix) Weight:32 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing direc8y 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. REACTIONS All bearings 0-5-8. (Ib)- Max Horz 2=168(LC 3) Max Uplift All uplift 100 Ib or less atjoint(s)6,2,5 except 3=-130(LC 3) Max Grav A�I reactions 250 Ib or less atjoint(s)6 except 2=418(LC 1),3=553(LC 1), 5=261(�C 1) 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical leR 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 rectangie 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3)Bearing atjoint(s)2 considers parallei to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,2,5 except Qt=1b) 3=130. 5)Beveled plate or shim required to provide full bearing suAace with truss chord at joint(s)6,3,5. 6)This Vuss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE�S) Standard ��US�� i' �, r�, � � � �� ` �� '��.�° , January 24,201 � WARNING-Verify design parametera and road nofaa on this Truss Deaign Drawinq and included DrJ Relerenee Sheet(rav.09-11')beforo uae.Deaign valid lor uae with MiTek canneclor platsa ony.Thia design Is baaed ony upon panmetsn shown,and ia for an individual Duildinp component.Applieablliry � of design parcmeters and proper incorpora6on o(the componenl is reaponsibility ot buildinp deaipner or owner of the truaees and installar. Latersl reatninl designationa shown on individual web and chord memben ars for wmpre�aion buckling only,not forbuildinp stabiliry brecing.Additional tsmponry reaVainV diagonal bncing to insure stability during construcfion is the reaponaibiliry ol lhs installer.Additional permanent building stabiliry bracing of the ovenll aWCture is Ihe ieaponsi6iliry of the building deaigner or owner of the Wssee.For general guidanca regarding desipn responsibilitiea,fabrication,qualiy control,storags, %� delivery,eroction,lateral resUainl and diagonal bracing,tonsuN ANSVTPI 7,DSB-89 and BCSI(BUilding Component Sa(ery Information)availabk from CONSULT/Nli�(C SBCA at w.va.sbcindust .com. Job , Tfuss T(USS Type Qty Ply J202•A 3 Car hvac in anic 18327880 81300738 HR-8 CAL-RAFTER 2 1 Job Reference o tional ProBuild Arlington,AAinglon,WA 98223,Lisl] 7.250 s Aup 25 2011 MiTek Induatries,Ina Thu Jan 24 072a:48 2013 Pags 1 Z�o��$t4 20-5-�3 27�3�tD:1ES9DcWMNBjLhqX0631�g97ae'ryIF-SEEMCkzqRwT2jea0ESAu�aJg�5P0�30DofqevmyzsD2P � 2-0.0 � 27�6-3 -- -- ' 424 12 � Scale=1:56.9 d s A>>•14 3x4% 5 4 ,q n m 3 3xe% Y 3x8% 4�c6� '�`i n 2 qj� 3x8% 0 dx8= 424 12 3x8% Plate Offsets(�Yj� [2:0-0-10 0-0-13] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates increase 1.15 TC 0.57 Vert(LL) -0.12 2-3 >833 240 MT20 185H48 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.20 2-3 >520 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hoa(TL) -0.01 7 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight 47 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural 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. REACTIONS All bearings 0-5-8. (Ib)- Max Horz 2=278(LC 3) Max Uplift All uplift 100 Ib or less atjoint(s)8,2,5,7 except 3=-125(LC 3), 6=-108(LC 3) Max Grav All reactions 2501b or less atjoint(s)8 except 2=421(LC 1),3=531(lC 1), 5=365(LC 1),6=444(LC 1),7=372(LC 1) 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;�umber DOL=1.33 plate grip DOL=1.33 2)'This Vuss has been designed for a live load of 20.Opsf on the bottom chord in all areas whera a rectangle 3-6-0 tail by 2-0-0 wide wili fit between the bottom chord and any other members. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain Tormula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of Vuss to bearing plate capable of withstanding 100 Ib upiik at joint(s)8,2,5,7 except Qt=1b)3=125,6=108. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)B,3,5,6,7. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��,SSP� Q� 4.� O� _"�►'�T�''P o� '�► �i98 �"� ��AL� January 24,201 � WARNINC,•Veriy design paremetsn and read notsa on thia Truss Design�rowiny and includad DrJ Referoncs Shest(rov.0�-17')beforo uss.Design velid tor use with MiTek connedor platea only.Thia deaign is based onty upon panmeten shown,and la for an individual building componenf.Appliwbiliy , of design parameten end proper incorporotion of tha component Is roaponsibilily of building deaigner or owner of the Waaet and installer. Lateral rosUaint de�ipnations shown on individual web and chord memben aro lor comproaaion bucklinp only,not forbuildfng atability bracing.AddNional temponry rcstrainV diagonal bncing to inaun atabi�ity during conslrudion is Ne reaponaibility of the inataller.Additio�al permanent building atabilily bracing of the overall sWcturo is the reaponaibility o(the building deaigner or owner of the tru�aea.For peneral guidance regarclinp deaign reaponsibilities,fabrication,quality control,storage, delivery,eraction,latarol restraint and diagonal bracing,consult ANSI/TPI t,DS&89 and BCSI(Building Componanl Sataty Inlormation)available from CONSULT/NQ LLC SBCAatwww.sbcindusf .com. Job TnlsS TN55 Type Qty Ply 3202•A 3 Car hvac in attic 18327861 81300738 S-1 JACK 7 � Job Referen tional •PraBuild AAington,AAington,WA 98223,LisQ 7.250 a Aup 25 20 1 iTek Induafnes,Ine.Thu Jan 24 07�23:48 4013 Pags 1 9�a ID:JE�GLs29kzuspmL4aJEjmVzMRC9�F�MCkzqRwT2jeaOsaduzjaRH5PH30DofqevmyzsD2P � -i-o-o � t•n-ti �-ao �-i i-�i ' s��a=i:ios 3 6.00 12 2 �1 ol Io , _� 4 9-0-�4 \\ 9-0.0 � Plate OHsets(X Y)� f2 0-1-8 0-2-tOJ LOADING(ps� SPACING 2-0-0 CSt DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 185H48 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 " Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 (MaVix) Weight:6 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc puriins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=173/0-3-8 (min.0-1-8),4=15/0-5-8 (min.0-1-8),3=47/Mechanical Max Horz 2=45(LC 5) Max Uplift2=-37(LC 5),3=-10(LC 4) Max Grav2=173(LC 1),4=35(LC 2),3=47(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-Ail 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This Vuss has been designad for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable oT withstanding 100 Ib upiift at joint(s)2,3. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �3t}SBPH p�x T,t+ 4 '� � �� ` �� January 24,201 � WARNING-Verify daaign parameten and read notes on this Truse Design Drewing and inaluded DrJ Referonce Shest(rav.03-11')baforo use.Dealgn valid for uss with MTek connector platee only.Thia daeiqn ie ba�ed only upon parameters shown,and ia�or an individual buildinp component Applicabiliry , of design paramaters and propei incorpontion of Ihe component ie roeponeibility of building dasigner o�owner of the Wsaea and insfalter. Lateral reatraint � � designationa ahown on individual web and chard mambers aro tor eompression buekling only,nol forbuildinp atabilily broci�g.Additional lemporary roatrainV diagonel bracing to inaure stability during eonstruclion ia ths roaponaibiliry of the installer.Addition�l permanent building�tabiliry bracing of the ovenll sWCturs is ihe reaponsibilily of the buildinp designer or owner of the truseea.For ganenl guidanee regarding design reaponsibilitiea,fabrication,qualify control,storage, delivery,aredion,lateral resUaint end diagonal bracing,consull ANSVTPI 1,DS&89 and BCSI(Building Camponent Safey Intortnation)avai�ebla 6om ^OH51l�r�NQ«C SBCA at w.vw.sbcindus .com. V f/ Job � Truss T�uss Type ry Pry 32o2-A a car nvae in anic I6S27882 81300738 S-1A ROOF TRU55 1 1 b Reference o tlonal 'ProBuild Artinglon,AAington,WA 98223,Lisl] .2 0 a Aug 25 2011 MiTak Industnet,Ina.Thu Jan 24 07:23:48 2013 Paga 1 ��9 o ID:tES9DcWMNBjLhqxOp�3Mg4ZziyIF-SEEMCkzqRwT2jeaOsaduzjaR05P130Dofqevmyzs02P 1-1t-11 �'�7 7-11-11 0-•5 Scale=1:10.5 2 6.00 72 1 � 3x4 \� 3 Plate Offsets(X.Y): [1�0-1-8 0-2-10] LOADING(ps� SPACING 2-0-0 CSI DEFL in (lac) Udefl Ud PLATES GRIP TCLL 25.0 Plates Increase 7.15 TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL B.0 Code IRC2009/TPI2007 (MaUix) Weight:5 Ib fT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=82/0-5-8 (min.0-1-8),3=15/Mechanical,2=67/Mechanical Max Horz 1=26(LC 5) Max Uplift2=-20(LC 5) Max Grav 1=82(LC 1),3=34(LC 2),2=67(LC 1) 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 Z)This Vuss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This Vuss has been designed for a live load oi 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upliR at joint(s)2. 6)This truss is designed in accordance with the 2009 Intemationai Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TP�1. IOAD CASE(S) Standard ��USBPfi p'�i" 4� �� r �� ` o�� '° � January 24,201 � WARNING-Verify deegn parameten and roed notee on tbis Truea Deeign Dnwing and included OrJ Referencs Sheet(rov.03-11')beforo uee.Deeign valid for uss vnlh MiTek connedor plate�only.Thia design is baaed only upon paremeten shown,and is for an individual building componant.Applicabiliry , ot design perameten and proper incorpore6on of Ne wmponent is rosponsibiliy of bui�ding designer or owner of Ihe trusees and installer. Lateral roaVeint dasignaliona shown on individual web end chord membero ero for eompreasion bucklirp onty,nol forbuilding stabiliry bracing.AddHional temporary resVainU diagonal braeing to inaure atability dunnq wnetruction ie the roaponaibility of the installer.Additional pertnenent building sWbility breeing of the ovenit struetura is the responsibiiity of ths building designer or ovmer o/the lrusaes.For genarel guidanea regarding deaign responsibilities,tabrication,quality w�tral,storage, delivery,erec6on,lateral reslraint and diagonal bncing,consuH ANSUTPI 1,DS&89 and BCSI(Building Component Safety Infortnation)available 6om CONSULTJNaC�C SBCA at v.+wv,sbcindust .com. 'I Job Truss Truss Type pty Ply 32o2•A 3 Car hvac in anic 183T7883 81300738 S-2 JACK g � Job Reference o tional ProBuild Arlington,AAington,WA 98223,Liat� 9-&8 7.250 s Aug 25 2011�ylg�c Induttnes,Ine.Thu Jan 21 07:23:49 2013 Pags 1 9� ID9J�aGls29kzuspmL4aJEjmVzMrtC-ZQokQ4 TCEbvlo8apH87Wx6c1VIWorTytUNSIOzsD20 •1-0-0 2-0.0 3-17-11 �-ao z-ao i_i�_�� Scale:3/4"=1' 4 �o 6.00 12 4 3 v N � � 2 1 3x4 \� 5 _Plate Offsets(X.YI: (2:0-1-8 0-2-101 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 2-5 >999 180 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) Weight:9 Ib FT=20°h LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing direcUy applied or 2-0-0 oc purfins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Atl bearings Mechanical except Qt=length)2=0-3-8,3=0-5-8. (Ib)- Max Horz 2=68(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)4,2,3 Max Grav All reactions 250 Ib or less at joint(s)4,2,5,3 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opst;BCDL=4.8psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical leR and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)tor truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2,3. 6)Beveled plate or shim required to provide full bearing surtace with truss chord at joint(s)3. 7)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �lUSBPA p�� T�, �. G' '� � ��$ �' o,�� a� �� January 24,201 AWARNING•Veriy deaipn panmeteri and road notea on thi�Truaa Desipn�nwinp and included DrJ Rsferenu Sheet(rov.03-11')before usa.Oesign valid for use with MiTek eonnactor pfataa only.Thie dssign ia ba�ed only upon parameten shown,and is for en individual building componsnl.ApplicabiGty � of deaign panmetsro and proper incorporation ol the componsnt ia retpon�ibility ol buildinp designer or owner of the Wseet and Inatallar. Lateral re�halnt deeignalio�e shown on individual web and chord msmben ara for compresaion buckling only,not forbuilding atability brecing.Additional temponry resVainU diagonal bracing!o ineure stabiliy durinp conetnution is Ue�eaponsibiliry of the installer.Additlonal pertnanenl building atability bracinp o!the overall atructure � is lhe roaponsibility ot ths building designer or owner of Ihe trusaes.For genersl guidancs regarding design reaponsibilitiea,fabrieation,qualiy eontrol,stonge, I delivery,eraction,lateral restraint and diagonai braeing,eonsult ANSIRPI 1,OS&89 and 8C51(Building Componant Safey Infortnation)available from CONSULT/NQ LLC SBCA at www.sbcindust .com. Job , Truss Tfuss Type ry Ply 32o2-A 3 car nvac in anie 16327864 81300738 S-2A ROOF TRUSS 2 1 Job Reference o tional ProBuild AAington,AAington,WA 9822J,List� 7,250 s P�t 2011 MiTek Induatnes,Ine. Thu Jan 24 0723:49 2013 Paqa 1 17-a-0 17_9_0 ID:VQOXQyX BSrCJ 6C9mridmziylE-ZQokQ4_TCEbvLo8a�H87Wx6azVlXorTytUNSIOzsD20 z-ao � a-ii-ii � ' z-o-o i-i�-i� Scale:3/4"=1' 2 6.00 12 �Q 0 m 1 � 3x4 \� 3 Plate Offsets(x,Y�(1 0-1-8 0-2-10] LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.00 1 >999 240 MT20 165/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 8.0 Code IRC2009fTP12007 (Matrix) Weight:8 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 Hf No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=145/0-5-8 (min.0-1-8),2=129/Mechanical,3=15/Mechanical Max Horz 1=49(LC 5) Max Upliftl=-4(LC 5),2=-38(LC 5) Max Grav 7=145(LC 1),2=129(LC t),3=34(LC 2) 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 C;enclosed;MWFRS(Iow-rise);cantilever IeR and right exposed;end vertical leR and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)t,2. 6)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.t0.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard lUS�PH p�� r�� .�► �8398 ��r ��a January 24,201 � WARNING-Verify design parametan and read notee on thia Truas Deaign Dnwing and included DrJ Rsferonce Sheat(rov.03•11')before uss.Design valid for ues with MiTek connedor platea only.This design is beaed only upon parametan shown,and ia lor an individual building component.Applicability , of deaign parameten and proper incorporation of the eamponent is responsibiliry of builCine designer or owner ol the truaeea and Installer. Laterol restrainl designations shown on individual web and chord membere ara lor wmpresaion bucklinp only,not forbuilding stabiliy bracing.AddNional temporary resUainU diagonal biacing to insuro stability during wnatruction ie tha responsibiliy of the installer.Additional pertnanenl buildinp stabiliry braeing of ths overall aWCture is the reaponsibiliry of the building deeigner or owner ol tha trusnsi.For peneral guidance rogaMing design reeponaibilitis�,fabAeation,qualiy eontroi,storage, delivery,arection,lateral raatraiM and diagonal bracing,consWt ANSI/TPI i,DS&89 and BCSI(Building Component Safey tnkrtnation)availabb from CONSULT/NQ LLC � SBCA at w+.w.sbcindust .com. i Job . Tniss Tfuss Type Qry Ply 3202-A 3 Car hvac in attic 16327865 81300738 S•3 JACK Z � Job Reference o tlona •ao -ProBuild Arlington,AAington,WA 98223,ListJ � 7 250 s Aug 25 2017 MiTak Industries,Inc. Thu Jan 24 07:23:50 20f 3 Page 1 ID:VpOXQyX BSrCJ_6C9mtvdmziylE-ic��$5zXjlzyjmz?fM38fnpu51Xij5687?qqzsD2N � -�-o-a 9-0.0 i->>-tt i-ao �-n-i� ' Sca�e=te s 3 4.00 �Z 2 ' 1 ap �n 0 3x4 = 9-0-0 4 9-0.0 9•7-1� � LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Udefl L!d PLATES GRIP TCIL 25.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(Tl) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:6 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVuctural wood sheathing directly applied or t-11-11 oc puriins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=174/0-3-8 (min.0-1-8),4=15/Mechanical,3=49/Mechanical Max Horz 2=30(LC 3) Max Uplift2=-39(LC 3),3=-9(LC 4) Max Grav 2=174(LC 1),4=35(LC 2),3=49(LC 1) 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)2,3. 6)This truss is designed in accordance with the 2009 intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��}SBPN p�� -� y,� l' � ��,� o� � �� a , °�,,�rr�.�'o January 24,201 , � WARNING•Venfy Eeaign panmeters md re�d notss on thls Trus�Oaaign Drawing and included DrJ Referenca Sheel(rov.03-11')bePore uee.Design � valid for use wilh MiTek connsctor plates enly.This design is based onty upon paremeters a�ovm,and Is Ior an intlividual buildinp component.Applitabiliry � : of design penmaters�nd proper incorporation of lhe component is responsibilily of building designer or owner of the Wssee and insfallec Laleral restraint �� designations�hown on individual web and chord memben aro for compreeaion bucklinp only,not forbuilding stability bracinp.Atlditional temparary rcsVainU � diagonal bracing lo insure�tabiliy dudnq constmction is ihe responaibility of the instalier.Additional permanenl building stabiliry bracing of ihe overoll sWcturo � is the responsibiliy of the building designer or owner ol the truasee.For generel guidance regardinp dasign responsibiliUea,febncatian,qualiry control,siorege, �� delivery,erection,lateral restrainl and diagonal braeing,consult ANSIlTP11,DS8-89 and BCS�(Building Component Safery Infarmation)available trom CONSULT/NQLLC SBCAatwww.sbcindus .com. Job , Truss Truss Type aty Ply 12as-n 9 car hvac in anic 18327866 87300738 S4 JACK 1 1 Job Reference o tional ProBuild AAinglon,AAinpton,WA 98223,Lis�] 7 250 a Aug 25 2011 MiTek induatries,Ine.Thu Jan 24 0723:50 2013 Pags 7 e•a0 ID:VpOXQyX BSrCJ 6C9mtvdmziylE-1cM6dQ�57�'�yjmz?fM38tIpu51XIj56877qqzsD2N � -t-o-o � 2-aa a-tt-t� � i-o-a z-ao i-i i-�i Scale=1:12.3 3 4.00 ,2 I� a M 2 � ' 3x4= 4 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.00 2 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL B.0 Code IRC2009lfP12007 (MaVix) Weight 9 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puriins. BOT CHORD 2 X 4 HF StudlStd BOT CHORD Rigid ceiling direcUy applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=128/Mechanical,2=234/0-3-8 (min.0-1-8j,4=15/Mechanical Max Horz 2=47(LC 3) Max Uplift3=-29(LC 3),2=-46(LC 3) Max Grav 3=128(�C 1),2=234(LC 1),4=35(LC 2) FORCES (ib)-Max.Comp./Max.Ten.-Ail 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 C;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical leR 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 ali areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 Intematianal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ��SBPH ,�}��' � T 4,4 O�` �,r'�'.� O ".�jb 48398 �a �� 0 AL January 24,201 � WARNING•Verify design peramefers and road nofea on thia Trvss Deaign Drewing and included DrJ Reference Sheel(rev.09•11')befors uae.Deaign valid for ues with MiTek eonneUOr plates o�ly.This deaign ia baeed oniy upon parametero shown,and is for an Individual building compo�ent Applicabiliry , of desipn panmeten end proper incorporation ol tha wmpanent ia reaponaibility oi building deaignar or owner of tha trussea and instnllsr. Laterol resUaint dasignatiom shown on individwl web and ehord membera are tor wmpressian bucklinp onty,not Por6uilding etabiliry braGnq.Addflional temporary roslrainU diegonal brecing to inaurs atabiliy duriny wnatrudion is the reaponsibiliy of the inatallx.Add'Niond permanent buildinq stabilily bncing ol the overell�tructure is tha responsibility of the building designei or ovmer of the�ruaaes.For general puidance ragarding deaign responsibililiea,fabrication,quality control,storage, . delivery,eroctlon,lateral mstraiM and diegonal bracing,conault ANSVTPI 1,DS&99 and BCSI(Building ComponeM Safety IMormation)available from CONSULTINQLLC SBCA at www.sbcinduat .com. . n� D 7 0° � 'a • � � �� '-' c D ^�' -� D � p D � .. ,o � � m � A m �� Z D x � � � � y Q � � N fD f�1 � 0 nS�W � � � rn � � � O :c C,�Q � p D � � a�' � � m �-�—•co °�`Qn° °' � � °. o O Z/'� �o � ' tif Q��o Q� � c Q �a ��QQ V� �o Q� � N j cD S Q'�0 a � D��n Z .� �.; Q � -'-,,cD p� Q� O�(Q lD0 OQ (D�xp � fDO �� D C � C'� c�D (,� % a�(D �� p Q��° °-QN � N =� �.�Ma � c° �.,ma rto o�� o ``o�°� a � pco � �� oo � � �Q smp � � ao c a � `° N `° o m ��-�.�� o� cD � Q ° -�cD� Z � ocm �o � � � � �: � � `� o � m Z � ��„�on rno � o_Q,� Q > > Qna • o Q�-, a -� � rncu �°.°Q �� -° ° 6 �Q°-o � c�oo � o. n.Q�•Q�. � �=�``° No �•°� o � aoc� °— o�m -• � o `� °' m��a�• O Q Q � ^� � Q N � �� N � N �� S � Vf r O 3 N,� • C Z � 0 �'� N � /�� Q � � O O N'� � Q O � � � • �'X � � Q.� � 1 Q�. u � � Q �•� VI O Q� \ V1 � � � � ] O _'7� n0,� (D Q-�G � Q N.� � O � � O � % � c � C � Q� Q � N � O n� . -} �� Q �� Q 2S K O � 7 (��p0\ � N � O �'O„rn��^'„ n � c= =A0 TOPCHORD � . �A�A n O $O �Oz 0° c�-8 � wa mC-+ � /�► � oo°�°c��i+W � n y N �v a \I� � c:�Z W rn � � r D 2^+ er � o, C � -' !`�r"� v' O f� "�v ^'4� � �. N � A � � ��A � O m �m � � 'o u,o�� , p �o� �Z O o0 � �P(;�W T H� Np O� � � C� °'-'_'"' �^ D O C) � � rn a m � m A� v � w2a � N � � A o.� �o �Z � � a . � , c'a D u, O v Z c 3 3' � � o A � z c�3 n W <" m � � D � � � � , V W N T -Di7o O N �p r � � � m ~m A � � ♦� ^ C� �W O � `� 0 p `�� n �• V I ` , � D W Z Z� � � '� �rn p • v �m -. p—�.1� a° c' � O D[1 ° �"' i� A ~r P W n 4 � .Q� Z =O _ N (p m _ (n (� H J� �r C� � y� u 9 �'7 � G'D ' � �m '0 � �y C� Q- v�i VN - v, ca-5 j„ �j n TOP CHORD m N N N N N N �N + -+ � +-� (p W V �U A W N + � �I A (J� A fJ N O f0 OD V�fJ� A W N-� p � T 3� °��Q�m�g v�3 c�$ �5�� —��a a v�°�m�vCi�S b'�o o v c vv 3 c c N m bi ��o a��g �Q�� vi�.m �,�i Tn� y al m} I'^� ��,ac�u�i mm' m > >Z c _' �'m�3'� ��m�n da'v 3 m m `�n�c a a' ` o � _�° ° '�3 m� � {u Y"� q' H. C � ¢y =� °n'g ��j�aq�g��a83dx m >y>� < Yn' p� a � � ��j �.2 ° ��'i+—�ga°3 �,�i �81X�' �a � � ��'��°��3o��y ufia 9LA�� t 3�;7n 3'm�'°�O`�.�' O `8�ci'� ��0 3��m m��'v �$�Q� v=�i (Q � n.. a �a� mA'p•ox _� d fRm2�m Q d cY `��f,4�o a� �$ —�� o -Odc �HS �o� ��3 �`� m- � 0 da ��myo3 �� d� a+��q �3� �n��x�r �H�f.�g�s�B.`�^ �`n�' �� i �a°o 3 Z3 � � a°�� 3c2mm�°r��8gsa �ii 3�� in �4�.y �oa Li3� �q �.m � '"Ygco� ��A'c��g n N�S Q � Tl �Y!� � 4''� �LS.g... �.�3 �� c$�" g-� �'. m Qo c' a.$bi �� Z 3� Y'n�� " 8i �c� � ��/ ��8��• �yv Q �a^,o �� mm.-.��3 a c.�o'i'�Ig� S�' 3 � 3 g a � ��, a sc�a�g � �. N �� T�r a� �8 d,g� a �. � �o°�a'��v�`°o�sd�3g3 � �$v�� o �� '��Q?3 � �� n��g�, �.'� 0 7�n s c�a_ � (� � � „ �< �.� � �_ �� aa = °��ya � � 8 �.8 �Z� � � -�$ � p1� �af3�_ ��a- aa' �� oH. aH. � v�p� �a�rys�� °o �p� _ �� y ��° „' � u' /''� ,�sY �O �.3 T-�6��N'�3 a.��O ��V� p fn� � � fD N O � 4.1 � p� ta.� C �n d.N a� � V Q � O � / 1 d�s�� gN�a•��g��- �o��-� a�a�a o-� �v g tR� =.8 .�„�a � a� � � � �H �d �.��s Ns � a y�a �� ^� �� g�� H � �l�� a =� � p � Q `°� ?�� s �s� ��.��x R �a j-s� � � � � ,z� d g � � — C v d p� �° O u� Q m��° c �a °n � � �. v �� m � �p �� (8 3,'o v n �m m w�°�' 3 $ Ti,' ?o oNi mg'�'�' F c � � °a N'3�°' 0 3 ° c° � Q`° 3 n. �w o -.N`�,n`� ��y�c`< �'N � � 3 �a 3�� c� �m�o N� '° >> t�i � � �.� a � Y m � Vi om�n'-'�1cg�9.�'��°g-'�� m�g� �o�� `��---° o�i`� �S' � g P `g �1 `° � o�3� c C• � j� >3D<�i an��- 3B �3an S�,�?� � D a Gi .`�'�'cp' r'.m 3�^ �^ m� a c°'o H Z'� �' � Q �{ � zc� m� �+H �� gq�4 `c 4, $,�°- d 'D m�v�i m Q � '_�� o� a `° '-^ mp o C '�h ��J? y�8� �'� � �� B�S � ��°�' � �Lq� 6 �e 'o °� �� d g � .`� Q�' �`�° � N /�'(� �3o�c '^� � r�^� g �� a vwg� v `� 9 � y �' N �n � m 3 0 � �V °�d �� ,�j�„ g N s. a � � o „ N3 3�3c��`Ci�'°-2�4y�.ti�p• �tgnH � ��N Q � a n� �� c� � g E,m 5. �Z � m� Q � _'� � �`� 3� d ��c�8s �5,o mI� "�o °—' `� 3 m o,.. a`° � � + a = � � o � � � �`�$��'��y .7 o n��... A m -.,,� � � � �'' � 3 °. �`� � o �' �� . 0 �n�� '�3'°g�� aQ � � -mt'i a � �� 3 �3 � �c �� gc Y'^ °�3e �• �' � � Q� tgn�- � p� d�� m �`�' �og=y ''F"Q�` ~ g �yg°d' �O � � �'�°o 0 3 Q � �S mQ £ �' B Q.� £ � V ��'�� m"'E'��' m o �`� � �S�' � ° �i`� �e. �'i � � a � � a�i �� '� �� .�� ° � �� `� a � _ s � o '� �� "��da Bg � � � d8� � � � d� � z � � �� Q� ` Vf ,a.�'oc (o�'� � !E'. � � � � �� °��.� <8 m - `$ `�