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3102 3 Car w_rear porch Truss Specs .� ;, . � � , conrsucrinrG LLC DrJ Consulting, LLC ` 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: B1308542 MiTek 20/20 7.3 3102 3 Car w/rear porch 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• I7210604 thruI7210626 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 connedor design values as published by the MiTek. 2.Accurate design values for solid sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, finger jointed lumber shall be as d�ned 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. C)r�� te C o p� ,os�rH o�x 4��' o�a�st�,c�'�'�+ �' �'o g � � �� i � September 5,2013 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 component(s)depicted. The design assumptions, loading conditions,suitability and use of this component for any particular building is the responsibility of the building designer or owner of the trusses,per ANSUTPI 1.The responsibilities and duties of the truss designer,truss design engineer and truss manufacturer shall be in accord with the latest edition of ANSUTPI 1 Chapter 2 unless otherwise defined by a contract agreed upon by the parties involved. R�CEI'�`� — SEP 2 6 20t3 BY: � Job Truss Truss Type Dty Ply 3102 3 Car w/rear porch 17210804 B1308542 ' i-MTR MONO TRUSS 4 1 ProBuikl Adin ton Adin to WA 98223 Jane Ferderer do6 Refe t � n 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:18:49 2013 Page 1 ID:�?nV4nvQrgUo88m 1 E_LLeuY6K4-1 NoIFa?vcY t kMoHl6wigS3Z3jU WRxOjmGuLDE3ygiva I '�'o'o I se-8 __�___ _s a�a___. 9,s,e 7 0_0 5-8 8 ___ _ 3 7 6 ...—p 10 Scale=1:22.3 2x4 I I 4 a.00 �z zXa� 3 4-5 t-4 � Z 1 2-5 3x8= 5 3x4�� ii 9-5-8 _ 35-8 Plale Offsets(X V): f70-4-0 Edpel LOADING(ps� SPACiNG 2-0-0 CSI DEFL in (loc) I/defl Vd PLA7ES GRIP TCLL 25.0 Plales Increase 7.15 TC 0.19 VeA(LL) -0.18 5-8 >619 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.41 5-8 >271 180 BCLL 0.0 ' Rep Stress Ina Yes WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code IRC2012lTPI2007 (Matnx-M) Weight:32 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Strudurel wood sheathing direaly applied or 5-6-5 oc purfins, except end vertiwls. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directy applied or 10.0.0 oc bracing. WEBS 2x4 HF Stud/Std REAC710NS (Ib/size) 2=430/0-5-8(min.0-1-8),5=3t2/Mechanical Max Horz 2=99(LC 7) Mau UpIiN 2=-43(LC 4),5=-39(LC 8) Mau Grav 2=504(LC 2),5=367(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=-962/79 BOT CHORD 2-5=-78/1056 WEBS 3-5=-491/111 NOTES 1)Wind:ASCE 7-10;VuIt=110mph(3second gusf)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8psf;h=25h;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 pst boriom 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 reclangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members- 4)Reter to girder(s)tor truss to truss conneclions. 5)Provide mechanical connedion(by others)oi truss to bearing plale capable of wilhstanding 43 Ib uplift at joint 2 and 39 Ib upliN al joint 5. 6)This truss is designed in accordance with the 2012 Intemalional Residential Code sedions R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE�S) Standard �pSEPH p� ��o�a"�i�Q r�p '�o � �- � � �� ,�� September 5,2013 AWARNING-Venfy tlesign parameters end reatl notes on this T'uss Design Drawing antl includetl DrJ Re(erence Sheet(rev.03-11')Detore use.Design valitl for use with MTek conneaor plates only.This tlesign is basetl onty upon parameters shown,antl is for an intlivNival builtling component.Applicability � — of design parameters antl proper incorporation ot the component is responsibility of building tlesigner or owner of the trusses antl installer.Lateral restraint tlesignations s�own on intlividual web and chord members are for compression buckling only,not forbuiltling stabilMy bracing.Atltlitional temporary resirainU diegonal bracing to insure stabildy dunng construclion is the responsiDility of the insta�ler.Addilional pertnanent building stabilily bracing of ihe overall str�cYure is the responsibilily of ihe builtling designer or owner of the trusses.For general guitlance regarcling design responsibililies,febrication,qualily control,storage, delivery,erection,lateral resiraint and diagonal bracing,consull ANSIRPI 1,DSB-89 antl BCSI(Builtling Component Safety Information)available from ��nNY LLC SBCA at www.sbcindustry.com. . Job Truss Truss Type pty Ply 3102 3 Car w/rear porch � B1308542 � 1-MTRS GABLE � � 17210605 ProBUiM Arlin ton Atlin o WA 98223 Jane Fertlerer JoD Reterence fo f n 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:18:51 2013 Page 1 ID:Q?nV4nv�rgUo86m1 E_LLeuY6K4-zmw3gG0989HSb6R7DLI8XUfNCICbPwJ3jCqKJxygiuY i '�'�'0 � 5-8-8 _ I 9-3-14 __�9 5�8 1-0-0 5-8-8 —______ 3 7 6 ___ 0.�-�0 Scale=122.0 3x4% 2x4 II 4 3x4% 4x12� 4.00� 2x4 I I 3 3n6 % 3x6% 4-5 67 8-9 2x4 I I 2 � 1 2-5 � 4x72 = 2x4 II 5 3x4= �-N� i_ &5-B � 9-5 8 — Plale Offsets IX Y1: f2:0-6-0 0-2-51 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.14 5-12 >772 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.32 Vert(7L) -0.32 5-12 >336 180 BCLL 0.0 ' Rep Stress Ina Yes WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code IRC2012/iP12007 (Matrix-M) Weight:441b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directty applied or 10.0.0 oc brecing. WEBS 2x4 HF Stud/Std OTHERS 2x4 HF Slud/Std REACTONS (�b/size) 2=413/0.5-8(min.0-t-8),5=325/Mechanical Max Horz 2=99(LC 7) Max Uplik 2=-53(LC 4),5=35(LC 8) Mau Grav 2=487(LC 2),5=380(LC 2) FORCES Qb)-Mau.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 23=-585/51 BOT CHORD 2-5=-51/481 WEBS 3-5=-553/82 NOTES 1)Wind:ASCE 7-10;VuIt=110mph(3-second gust)VpRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25R;Cat.II;6cp B;enclosed;MWFRS(envelope) � gable end zone;canlilever left and right exposed;end vertical left and nght exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf botlom chord live load nonconcurrent with any other live loads. 5)•This truss has been tlesigned for a live load oi 20.Ops1 on the boriom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the botlom chord and any other members. 6)Refer lo girder(s)for lruss to Wss wnneclions. 7)Provide mechanical connection(by others)ot truss to bearing plate capable of withstanding 53 Ib uplift at joint 2 and 35 Ib upliN at joint 5. 8)This lruss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced slandard ANSIlTPI 1. LOAD CASE(S) Standard �'pS�'H D �� a ��'� o,� '�� i9� ,�W�t � �`Z �bI�IAL September 5,2013 AWARNING-Veny tlesgn parameters antl reatl notes on Ihis Truss Desiqn Drawing anA inclutled DrJ Reference Sheet(rev.03-11')before use.Desgn valitl for use with M7ek conneclor plates only.This Aesign is basetl onty upon parameters shown,end is tor an intlividual building component.Applicability , of tlesign parameters and proper inwrporation of the component is responsibilily of building tlesigner or owner of the trusses and installec Lateral restraint Oesignations s�own on individual web antl chortl memDers are for compression buckling only,not forbuiltling staDilily bracing.Atltlitional temporary restrainU diagonal Drecing to insure stabildy during construclion is the responsibildy of ihe installer.Additional pertnanent building stabilily bracing of the overall structure is the responsibilNy of the building designer or owner of the trusses.For general guitlance regarding design responsibililies,tabncation,qualtty control,storage, tlelivery,erection,lateral resireint antl tliagonal bracing,consult ANSI/TPI 1,D5B-89 antl BCSI(Builtling Component Safety Intormation)available from CQN�LnN�LLC SBCA at wwwsbcindust .com. r Job Truss Truss Type Qty Ply 3102 3 Car w/rear porc� , 17210606 B1308542 2-GE GABLE 1 1 �. ProBuiltl Arlinoton Atlin9to WA 98223 Jane FeMerer Job Reterence(ootional) _ __ - . _. 7.350 s Sep 27 2012 MiTek Intlustries,Inc.T�u Sep 05 10:18:53 2013 Page 1 ID:Q?nV4nvQrgUoBBm 1 E_LLeuY6K4-v81 p5y2PgmXAqQa WLmnccvkmp6yTtqNMBWJRNqygiu W i-1-43 12-11-0 25-10-0 27-23 �T-------------- — --F------- -- —F i 1-4-3 12-11-0 12-11-0 1-43 Scale=1:46.8 4x4 = 8 7 9 5.00 �p �p 6 5 �� 0 � 4 2 12 72 2 3 6 2 1 1 13 2 11 1 42 1 1 2 1 1 74 2 0�1 ' ' �5 lo 3x4 = 27 26 25 24 23 22 21 20 19 18 17 i6 3x4 = 3x4= � zs�ao 2s-io-o LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLAiES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 15 n/r 120 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.01 15 Nr 90 BCI.L 0.0 • Rep Slress Ina YES WB 0.08 Horz(TL) 0.00 14 Na Na BCDL 8.0 Code IRC2012/TPI2007 (Matnx) Weight:1041b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puAins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc brecing. OTHERS 2x4 HF Stud/Std REACTIONS All bearings 25-10-0. (Ib)- Max Horz 2=-71(LC 9) Max Uplift All uplifi 100 Ib or less at joint(s)2,14,23,24,25,26,27,20,19,18,17,16 Mau Grav All readions 250 Ib or less al joint(s)2,14,21,23,24,25,26,27,20,19,18,17,16 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES t)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opst;BCDL=4.8psf;h=25k;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertiwl left and right exposed;Lumber DOL=1.33 plate gnp DOL=1.33 3)Truss designed tor 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 t. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous botlom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed(or a live load of 20.Opsf on the boflom chord in all areas where a reclangle 3-6-0 tall by 2-0-0 wide will fit belween the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upliit at joint(s)2,14,23,24,25,26,27,20,19,18,17, 16. 10)This truss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIITPI t. LOAD CASE�S) Standard �os�rN o�� ' �w r � �w° � �' � � � � �,� �� September 5,2013 AWARNING-Venry tlesign paremeters end reaA notes on this Tniss Design Drawing and inGuOed DrJ Reference Sheet(rev.03-11')De(ore use.Desgn valid for use with MiTek conneclor plates only.This design is basetl only upon parameters shown,antl is for an intlivitlual building component.Applicability � oi design parameters and proper incoryoration of the component is responsibilNy of building designer or owner ot t�e trusses and installer. Lateral restraint designations shown on intlivitlual weD and c�oid members are for compression buckling only,not forbuiltling stabildy bracing.Additional temporary restrainV tliagonal bracing to insure stabilily during construdion is the resDonsibilily of the installer.Additionel permanent builtling stabilily DrecinO of the overall siructure is the responsibility of the building designer or owner of ihe trusses.For general guidance regarding design responsibililies,febricetion,qualky control,storage, delivery,erection,lateral restraint antl tliagonal bracing,consutt ANSIRPI 7,DSB-89 antl BCSI(Builtling Component Safety Information)availaDle from ��u�nN�LLC SBCA at www.sbcindust .com. L Job Truss Truss Type aty Ply 3102 3 Car w/rear porch B7308542 ' 2-TR COMMON q � q210607 ProBuiltl Arlin on Adin to WA 98223 Jane FeNerer _ Job Reference o tional 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Sep 05 10:18:55 2013 Page i ID:Q?nV4nvQrgUo8Bm1 E_LLeuY6K4-rX9aWd3gCOnu4jkuSBp4hKp?fvUPLh8feqoYSjygiuU � -�-4-3 I s-s-s � iz->>-a __ �s-aio —__�- -- 2s-io-o I 2�-z-� --�--- 1-4-3 69-6 61-10 6-1'10 6-9-6 1-4-3 Scale=1:46.8 4x8= 4 5.00 12 2x4 \� 2x4 �/ 0 3 5 N 4 O 4- 3-1 g 2 6 d�1 7 Id 10 9 11 8 d 3x6 % 3x4 = 3n6= 3x4 = 3x6� &9-15 17-0.1 25-10.0 &9-15 &2'2 8-9 15 Plata ONsets(X`n: f2'0-30 0.1-81 f6�0.3-0 0-t-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Udefl Lld PLAiES GRIP TCLL 25.0 Plales Increase 1.15 TC 0.55 Vert(LL) -0.19 8-10 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.65 Vert(TL) -0.41 6-8 >736 180 BCLL 0.0 ` Rep Stress Incr YES WB 0.32 Horz(TL) 0.09 6 n/a n/a BCDL 8.0 Code IRC2012lfP12007 (Matrix) Weight:891b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudurel wood sheathing directly applied or 3-0.14 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directty applied or 10.0.0 oc bracing. WEBS 2x4 HF StudlStd REACTIONS (Ib/size) 2=1056/0.5-B(min.0.2-0),6=1056/0-5-8(min.0-2-0) Max Horz 2=-71(LC 9) Max Uplift 2=-51(LC 8),6=-51(LC 9) Max Grav 2=1202(LC 2),6=1202(LC 2) FORCES (Ib)-Max.Comp./Mau.Ten.-All forces 250 pb)or less except when shown, TOP CHORD 23=-2163/74,3-4=-1881/72,4-5=-1881/72,5-6=-2163/74 BOT CHORD 2-10=-73/1907,9-10=0/1296,9-11=0/1296,8-11=0/1296,68=-2/1907 WEBS 4-8=-27/627.5-8=-441/128.4-10=-27/627,3-10=-441/127 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=110mph(3-sewnd gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25k;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and nght exposed;end vertical lefl and right exposed;Lumber DOL=1.33 plate grip DO1=1.33 3)This truss has been designed for a 10.0 psf botlom chord live load nonwncurtent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on ihe bottom chord in all areas where a reclangle 3-60 tall by 2-0-0 wide will fit belween the bottom chord and any other members,with BCDL=B.Opsf. 5)Provide mechanical wnneclion(by others)of truss to beanng plate capable of withstanding 100 Ib upliH at joint(s)2,6. 6)This truss is designed in acwrdance with the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �pSF,PH p�x �.'�� a��'�► �o �� September 5,2013 AWARNING-Veny design parameters and read notes on ihis Truss Design Drawing and inclutletl DrJ Reference Sheet(rev.03-i t�before use.Desgn valid for use with MiTek conneclor plates onty.This design is based only upon parame�ers shown,an0 is for an intlivitlual builtlinp component.Applica�iliry � of design parameters and proper incorporation o/the component is responsibilky of buikling designer or owner of the trusses and installer.Lateral restraint tlesiAnations shown on indivitlual web and chortl members are for compression buckling only,not forbuilding stability bracing.Additional temporary restrainV diagonal bracing to insure staDildy tluring consiraclion is the responsibiltty ot the installer.Atlailional permanent building stabilfly bracing o(ihe overall siructure is the responsibility of the building tlesigner or owner of the trusses.For general guidance regartling tlesign responsibilities,fabricetion,quality control,storage, tlelivery,erection,lateral restraint and diagonal Dracing,consuH ANSI/TPI 1,DSB-89 and BCSI(BuiWing Component Satety Infortnation)available from AO��u^LLC SBCA at wwwsbcindust .com. _ _ y RW Job Truss Truss Type Qty Ply 3102 3 Car w/rear porc� 17210608 B1308542 � 3-GE GABLE 2 1 ProBui10 Arlinoton Arlinalo WA 98223 Jane Ferde�er Job Reference(oolionap � 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:18:56 2013 Page 1 I D:uC KtH7v2c_cflLLDohsaAAzY6K3-Kjjyjz4lzhvkhtJ50uKJEYMGjJzY4CbotUY5_9ygiuT -�-o-o ss-o - -- �— ------ ��-ao ----- I 1z-o-o_..i 1-0-0 5-6-0 5-6-0 1-0-0 4x4= Scale:1/2"=1' 4 2x4 II 52x4 II 7.00 12 3 4-9 1-q 47 10 5-8 6 � 2 � 2-6 7 ° � 10 9 8 3x4 = 2x4 II 2x4 II 2x4 II 3x4 = �__ 11-0.0 � 11-0.0 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl Lld PLA7ES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.14 Vert(LL) 0.01 7 n/r 120 MT20 185l148 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) 0.01 7 n/r 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Hoa(TL) 0.00 6 n/a n/a BCDL 8.0 Code IRC2012/TP12007 (Malnx) Weight:391b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Siructurel wood sheathing direclly applied or 60.0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 HF Stud/Sld REACTONS q11 beanngs 11-0-0. (Ib)- Max Horz 2=-67(LC 6) Max Uplift All uplifl t001b or less atjoint(s)2,6,10,8 Max Grav All readions 250 Ib or less at joint(s)2,6,9 excepl 10=296(LC 2),8=296(LC 2) FORCES pb)-Max.Comp./Max.Ten.-All forces 250 pb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for ihis design. 2)Wind:ASCE 7-10;VuI1=110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8pst;h=25ft;Cat.II;Exp 8;enclosed;MWFRS(envelope) gable end zone;cantilever lefl and right exposed;end veAical left and nght exposed;Lumber DOL=1.33 plale grip DOL=1.33 3)Truss designed for wind loads in lhe plane of lhe lruss only. For studs exposed to wind(normal to the face),see Slandard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit belween the bottom chord and any other members. 8)Provide mechanical connedion(by others)of truss to bearing plale capable ot withstanding 100 Ib upliH at joint(s)2,6,10,8. 9)This truss is designetl in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.10.2 and reterenced slantlard ANSIlfPI 1. LOAD CASE�S) Standard �pS�H p�� 4�p��c� o,� � � �� °'��, September 5,2013 AWARNING-Veriry tlesgn parameters and reatl notes on this truss Desgn Drawing antl inGutleA DrJ Reference Sheet(rev.03-11')betore use.Desgn _ valid for use with MTek conneclor plates ony.This design is based only upon parameters shown,and is tor an individual building comDOnent.Applicability , of tlesign parameters antl proper incorporation of the component is responsibility of building tlesigner or owner of the trusses and installer. Lateral resiraint designations shown on indivitlual web antl chortl members are for compression Ducklin8 only,not(orbuilding stabiltty bracing.Additional temporary restrainU diagonal bracing to insure stabilily dunng consWClion is the responsibility of ihe installer.Addilionel permanent building stabilRy bracinp ot ihe overall sW dure is the responsibility of Ihe building designer or owner of the trusses.For general guidance regartling tlesign responsibilities,fabrication,quality control,storage, ^ delivery,erection,lateral restraint and diagonal bracinp,consutt ANSI/TPI 1,DSB-89 antl BCSI(Builtling Component Safety Infortnation)available from ��nN�7 LLC SBCA at wwwsbcindust .com. � Job Truss Ttuss Type Qty Ply 3702 3 Car w/rear porch 81308542 • 3-GR COMMON 2 �f ��2,08�9� PmBuiltl Arlin ron Adin to WA 98223 Jane Ferderer L i n a r 7.350 s Sep 27 2012 MiTek Indusiries,Inc.Thu Sep OS 10:18:57 2013 Page 1 ID:uC KtH7v2c_cFlLLDohsaAAzY6K3-ovH FGcJSwk?1 bJ 1 uHacrYmluMvj6tpRyy68Hf WbygiuS � �r6 0 �.– — ��-�-� --- 5-6-0 �s_o i Sx8 = Scale=1:22.4 2 7.00 72 Jj �-2 2-3 2-5 -4 3 1 dl 1-3 I� a 0 54x10 �/ 4 4x70 �� 4x10 i 4x70� i 3-11-0 � 7't'0 11-0-0 3-11-0 3-2-0 3-11-0 Plate Offsets(X Yl: f1:0-32 0.2-01 f3�0.3-2 0-2-01 LOADING(ps� SPACING 2-0-0 CSI DEFL in (toc) IIdeFl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.50 Vert(LL) -0.05 4-5 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 7.15 BC 0.91 Vert(TL) -0.11 4-5 >999 180 BCLL 0.0 ' Rep Siress Ina NO WB 0.94 Horz(TL) 0.03 3 n/a n/a BCDL 8.0 Code IRC2012lTPI2007 (Matrix) WeighC 98 1b FT=20% LUMBER BRACING TOP CHORD 2x4 DF SS TOP CHORD Structural wood sheathing directly applied or 52-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud/Std REACiIONS (Ib/size) 1=4217/0.5-8 (min.0-4-2),3=4217/0-5-8(min.0-4-2) Max Horz 1=56(LC 7) Man Uplifl 1=327(LC 8),3=-327(LC 9) Max Grev 1=5002(LC 15),3=5002(LC 16) FORCES (Ib)-Mau.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6822/439,23=-6822/439 BOT CHORD 1-5=-340/5803,4-5=-238/4004,3-4=340/5802 WEBS 2-5=-215/3780,2-4=-216/3780 NOTES t)2-ply truss to be conneded together with tOd(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords conneGed as tollows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 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 conneclions have been provided to dislribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced root live loatls have been considered for ihis design. 4)Wind:ASCE 7-70;VuIt=170mph(3-second gust)V(IRC2072)=87mph;TCDL=6.Opsi;BCDL=4.8psf;h=25k;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever lefl and right exposed;end vertical lefl and right exposed;Lumber DOL=1.33 plate grip DO1=1.33 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 6)•This iruss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a redangle 3-60 lall by 2-0-0 wide will ft between the bottom chord and any other members. 7)Provide mechanical conneclion(by others)oi truss to bearing plate capable of withslanding 100 Ib uplifl at joint(s)except Qt=1b)1=327,3=327. 8)This iruss is designed in accordance with the 2012 Intemational Residential Code seclions R502.11.1 and R802.102 and referenced standard ANSIRPI 1. ��p O� r{ LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Qa � Unifortn Loads(pl� � QT �I ' Vert:1-3=-743(F=-727),1-2=-58.2-3=-58 � � C�� p �,� �o �,�� September 5,2013 AWARNING-Venfy design parameters and read notes on this Truss Design Drawing and inGutled DrJ Reterence Sheet(rev.03-11')Defore use.Design valid for use with MTek conneclor plates ony.This Aesign is basetl only upon parameters shown,end is tor an intli�riAual Duiltling component.Applicabiliry , of tlesign parameters and proper incorporation of Ne component is responsibildy ot building tlesigner or owner of the trusses antl installer.Lateral restraint designalions shown on intlividual web and chord memDers are tor compression buckling only,not forDuilding stabilily bracing.Atldi�ional temporary restrainV diagonal bracing to insure stability during construaion is ihe responsibility of the installer.Atltlitional pertnanent builtling stability bracing otihe overall siructure is ihe responsibilily of the building tlesigner or owner of the irusses.For general guitlance regarcling design responsibililies,fabrication,quality control,storage, tlelivery,erection,lateral restraint and diagonal bracing,consuA ANSI/TPI 1,DSB-89 end BCSI(Builtling Component Safety Infortnation)available(rom C��u�nNK LLC SBCA at www.sbcintlust .com. Job Truss 7russ Type Oty Ply 3102 3 Car w/rear porc� 17210610 B7308542 " 3-TR COMMON 2 1 ProBuiltl Arlinaton Arlinoto WA 98223 Jane Fertlerer Job Reference(ootionall 7.350 s Sep 27 2012 MiTek Intlustnes,Ina Tnu Sep os io:7 n:sa 1u73 rage i ID:uCKtH7v2c cflLLDohsaAAzY6K3-G6ri8f6WJ9SxBTT8JNnJzRWx7cJY585Ko1C31ygiuR -1-0-0 5-6-0 _.._11-0.0 __ _� 12-0-0 1-0-0 5-6-0 5-6-0 1-0-0 Scale=1:23.0 4x4 = 3 7.00 12 �g 3� &5 4 2 � � Z"4 5 �d 1 6 3x4 = 2x4 II 3x4= i 5-6-0 11-0-0 ----i 5f-0 5-6-0 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLA7ES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.02 2-6 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.25 Vert(TL) -0.06 2-6 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 8.0 Code IRC2012/iP12007 (Matrix) Weight:34 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling direclly applied or 10.0.0 oc brecing. WEBS 2x4 HF Stud/Sld REACTIONS (Ib/size) 2=458/0-5-8(min.0-1-8),4=458I0-5-8(min.0-1-8) Max Horz 2=-67(LC 6) Max Uplift 2=-26(LC 8),4=46(LC 9) Max Grev 2=539(LC 2),4=539(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=-532/11,3�=-532/11 BOT CHORD 2-6=0/366,4-6=0/366 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIh110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8psf;h=25N;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and nght exposed;end veAical lefi 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 nonconcurrenl wilh any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide vrill fit between the botlom chord and any other members. 5)Provide mechanical connection(by others)oi truss to bearing plate capable ot withslanding 100 Ib uplifl at joint(s)2,4. 6)This truss is designed in acwrdance with the 2012 Intemational Residential Code sedions R502.11.1 and R802.10.2 and referenced standard AN51/TPI 1. LOAD CASE(S) Standard �pSEPH ��' 4"�` �,O�a '`�NC r''f' O �o �'� �,�u..g�`" September 5,2013 AWARNING-Veriry design parameters and read notes on this Truss Design Drawing and inGuded DrJ Reference Sheet(rev.03-11�before use.Design valitl for use wit�MiTek connedor plates onty.T�is tlesign is Dased onty upon parameters shown,and is for an intlivitlual building component.Applicability , of design parameters and proper incorporation of the component is responsibilily of buiWing designer or owner of ihe trusses antl installer. Lateral restraint designations shown on individual web and chortl members are tor compression buckling only,nol forbuiltling stabilNy bracing.Additional temporary restrainV � diagonal bracing to insure stability tlunng constniclion is the responsibilily o�the installer.Atldflional pertnanent builAing stability bracing of ihe overall struclure is the responsibil%y of the building tlesigner or owner of the trusses.For general guitlance regarding design responsibildies,te�ricetion,qualNy control,storege, tlelivery,eredion,lateral restraint antl diagonal bracing,consull ANSIlTPI 1,DS&88 and BCSI(Building Component Safety Information)available from ��u�nN�(LC SBCA at wwwsbcindust .com. , JoG Truss Truss Type Oty Ply 3102 3 Car w/rear porch 17210811 81308542 � 4-GE GABLE 1 1 ProBuild Arlin on Adin to WA 98223 Jane FeNerer _ _ Job Reference o tional 7.350 s Sep 27 2012 MiTek InAuslries,Inc.Thu Sep 05 10:19:00 2013 Page 1 I D:uC KtH7v2c_cflLLDOhsaAAzY6K3-C UzTZL7o0wQAAVdsFkPF00 WymwLq00qOo6WJ7wygiuP -�_43 ---- 7 0 0 -----_...._ 14-0.0 -- ----�- 15 43 —i � 1-43 7-0-0 � � 7-0-0 1-43 Scale=1:27.4 4x4 = 5 5.00 12 6 4 7 ^ 3 -12 � 13 -11 5'9 -14 -1 2 8 �1 2-8 9 Io 3x4 = 14 13 12 11 10 3x4 = �____ 140.0 � 140.0 LOADING(psp SPACING 2-0-0 CSI DEFL in (loc) I/deFl L/d PLAiES GRIP TCLL 25.0 Plates Increase 7.15 TC 0.14 Vert(LL) -0.01 9 Nr 120 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.01 9 Nr 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 8.0 Code IRC2072/TPI2007 (Malrix) Weight:481b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudural wood sheathing direGly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud/Std REACTIONS All bearings t4-0.0. (Ib)- Max Horz 2=42(LC 8) Max Uplift All uplift 1001b or less atjoint(s)2,8,13,14,11,10 Max Grav All readions 250 Ib or less at joint(s)2,8,12,13,14,11,10 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu11=110mph(3-second gusq VpRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8psi;h=25fl;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and righl 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(nortnal to the tace),see Standard Industry Gable End Details as applicable,or consull qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a redangle 3-6-0 tall by 2-0.0 wide will ft between the boftom chord and any other members. 9)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 100 Ib upliN at joint(s)2,8,13,14,11,10. 10)This truss is designed in accordance with the 2012 Intemational Residential Code sedions R502.11.1 and R802.102 antl referenced standard ANSI/TPI 1. LOAD CASE�S) Standard �pg�PH ��i' 4��O�w r�+ �� o� � �� O�AL� September 5,2013 AWARNING-Venfy design parameters and read notes on this Truss Design Drawing and includetl DrJ Reference S�eet(rev.03-11')before use.Design valitl for use with MiTek conneaor plates onty.This design is basetl only upon parameters shown,and is for an inCividual building component.Applicability , of tlesign parameters antl proper incorporation ot the component is responsibilily ot Duiltling tlesigner or owner of ihe trusses antl inslaller. Lateral restraint designations shown on intlivitlual web and chord members are tor compression buckling only,not forDuiltling stabilily bracing.Additional temporary resirainU tliagonal bracing to insure stabildy dunng constn�clion is the responsibilily ot the installer.Adtlkional permanent building stability brecing ott�e overall stnicture is the responsibiltty ot the building designer or owner of the trusses.For general guitlance regarding tlesign responsiDililies,febricetion,qualily coMrol,storage, w delivery,erection,lateral restraint and diagonal bracing,consuH ANSI/TPI 1,DS&89 and BCSI(Builtling Component Safety Intormation)available from CQ�u�nNw LLC SBCA at www.sbcindust .com. , Job Truss Truss Type �Y P'y �2 �b Referen e/fool naDh 17210612 81308542 - 4-GR FINK 1 ProBuiltl Arlin on Adin o WA 98223 Jane Ferd rer 7.350 s Sep 27 2012 MiTek Inaustries,Inc.Thu Sep OS 10:18:01 2013 Page t I D:MOuFVTwhN Ik WNVwQMPNpjOzY6K2-gh WrmhBanEY1 oe82pRwUxb34tKK51L4XOmF5gMygiuO i 4 0-4 I 7 0 0 __ I ___ 411-12 __. + 14-0-0 ____._.� ....._— —___—_ 4-0-4 2-11-12 2-11-12 4-0-4 Scale=122.9 6x8= 3 5.00� 2x4 \� 2x4 �/ Z 4 ' 13 3 3-5 � 7 � 5 � �5 I �a Sx10% 7 fi Bx8 = 8x8= Sx70 � i 4-9-5 &2-11 14-0.0 4-9-5 4-5-7 4-9-5 Plate Oftsels(X Y): f1:0-5-6 0.2-81 f5:0-5-6 0-2-81 f6�0-4-0 0.4-121 f/'0-4-0 0-4-121 LOADING(ps� SPACING 1-6-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.12 6-7 >999 240 MT20 185/148 TCDL 10A Lumber Increase 1.15 BC 0.70 Vert(TL) -0.26 6-7 >625 180 BCLL OA ' Rep Stress Incr NO VJB 0.55 Horz(TL) 0.05 5 Na n/a BCDL BA Code IRC2012lTPI2007 (Malrix) WeighC 1241b FT=20% LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.OE TOP CHORD Slruclural wood sheathing directy applied or 4-11-9 oc purlins. BOT CHORD 2x6 DF 2400F 2.OE BOT CHORD Rigid ceiling directty applied or 10.0.0 oc bracing. WEBS 2x4 HF Stud/Std•ExcepC 3-7,3-6:2x4 HF No2 REACTIONS (Ib/size) 1=5293/0-5-8(min.0.&2),5=5293/0-5-8(min.0.5-2) Max Horz 1=-26(LC 13) Ma�c UpIiN 1=-419(LC 8),5=-419(LC 9) Max Grav 1=6240(LC 16),5=6240(LC 15) FORCES (Ib)-Max.Comp./Ma�c.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-11172l752,2-3=-11123/758,3-4=-11123/759,4-5=-11172(753 BOT CHORD 1-7=-695/10238,E7=-449/7051,5-6=-670/10229 WEBS 3-7=368/5275,3-6=-368/5275 NOTES 1)2-ply lruss to be connected togetherwith 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0.7-0 oc. Boltom chords connecled as follows:2x6-2 rows staggered at o-G0 oc. Webs connected as follows:2x4-1 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)seaion.Ply to ply conneclions have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIh110mph(3-second gusl)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8psf,h=25R,Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and nght exposed;Lumber DOL=1.33 plate gnp DOL=1.33 5)This lruss has been designed for a 10.0 psf botlom chord live laad nonconcurtent with any other live loads. 6)•This trUSS has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7)Provide mechanical wnnedion(by others)of truss to bearing plate capable ot withslanding t001b uplifl at joint(s)except QY-Ib)1=419,5=419. �} 8)This truss is designed in accordance wilh the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced slandard ANSI/TPI 1. �OS�'• �� LOAD CASE�S) Slandard �l� �a �.�(ti 1)Regulac Lumber Increase=1.15,Plate Increase=1.15 '1 d ��j +� Unitorm Loads(p�� l. Vert:1-5=-739(F=-727),13=-43,3-5=-43 0� ..� � ��p �,°` ,o ��►�.�' September 5,2013 AWARNING-Veriry tlesign parameters and reatl notes on t�is Truss Design Drawing antl includetl DrJ Reference Sheet(rev.03-11�before use.Design valid for use with MTek connecior plates only-This design is based only upon parameters shown,and is for an indi�ridual builtling componenL Applicability , u' of design parameters anA proper incoryoration of the component is responsibildy of builtling Aesigner or owner of the trusses and installer.Lateral restraint � � tlesiqnations shown on intlivitlual web and chord members are tor comD�ssion buckling only,not for�uiltlinp sfability bracing.Additional temporary resirainU tliagonal bracing to insure stabilily tlunng construction is the responsibilily ot the installer.Addftional permanent building stability brecing of ihe overall struclure is t�e responsibilily of ihe builtling tlesigner or owner ot the Uusses.For general guidance regarding tlesign responsibililies,taDrication,qualtty control,storege, ^ delivery,erection,lateral restraint and diagonal bracing,consutt ANSI/TPI 1,DSB-89 antl BCSI(Building Component Safety Intortnation)available from ��V�nNf7I CLC SBCA at www.sbcindust .com. Job Truss Truss Type aty Ply 3102 3 Car w/rear porch . 17210613 81308542 4-TR COMMON 2 1 ProBuikl Arlington Adinpto WA 98223 Jane Feiderer Jo6 Reference foofanan 7.350 s Sep 27 2012 MiTek Industries,Inc.7hu Sep OS 10:19:02 2013 Page t ID:MOuF VTwhN IkWNVwQ M PNpjOzY6K2-St4D_193YXguPamFN9RjTpc9ikzYUufhFQ?PCpygiuN i -1-4-3 7-0-0 14-0-0 1543 1-4-3 � 7-0-0 -�--- I — 7 0 0 —�— � 1� Scale=1:27.4 4x4 = 3 5.00 12 1-3 � 3-5 2 4 � Z�' S Ia 6 3x4% 2x4 II 3x4� i 7-0-0 � 14-0.0 7-0-0 7-0-0 Plate OHsets(X 1�: f2:0-2-15 0.1-81 f4:0.2-15 0.1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLAiES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.06 4-6 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.30 Vert(TL) -0.15 4-6 >999 180 BCLL 0.0 ` Rep Siress Inv Yes WB O.t4 Horz(TL) 0.02 4 n/a nla BCDL 8.0 Code IRC2012lfP12007 (Matnx) Weight:411b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Strudural wood sheathing diredly applied or 2-2-0 oc puAins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. VJEBS 2x4 HF Stud/Std REACTONS (Ib/size) 2=588/0-5-8 (min.0-1-8),4=588/0-5-8 (min.0-1-8) Max Horz 2=42(LC 8) Max Uplifl 2=37(LC 8),4=37(LC 9) Max Grav 2=693(LC 2),4=693(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250(Ib)or less except when shown. TOP CHORD 2-3=-826/0,3-4=-826/0 BOT CHORD 2-6=0l666,4�=0/666 WEBS 3-6=0/302 NOTES 1)Unbalanced root live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=1 tOmph(3second gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8psf;h=25N;Cat.II;Exp B;enclosed;MWFRS(ernelope) gable end zone;cantilever left and nght exposed;end veAical lefl and right exposed;Lumber DOL=1.33 plate gnp DOL=1.33 3)This truss has been designed for a 10.0 psf boriom chord live load nonconcurrent with any other live loads. 4)•This truss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit belween lhe botlom chord and any other members. 5)Provide mechanical conneclion(by others)of truss to bearing plate capable of withstanding 100 Ib upliN at joint(s)2,4. 6)This truss is designed in accordance with the 2012 Intemational Resitlential Code sections R502-11.1 and R802.102 and referenced standard ANSIlfPI 1. LOAD CASE�S) Standard �pS�PA p�f' 44�O�a��,r'�'j+ �O � �� .�' September 5,2013 A WARNING-Verity design parameters antl reatl notes on this T�vss Design Drawing and inGudetl DrJ Reterence Sheet(rev.03-11')betore use.Design valitl for use with MiTek connector plates onty.This design is based only upon parameters shown,and is tor an individual building component.Applicabiliy , ot Aesign parameters and proper incorporation of the component is responsibilily ot buiMing tlesigner or owner of the irusses anA installer. Lateral resiraint designations shown on intlividual web and chord memDers are for compression buckling only,not torbuiltling staDilily bracing.Additional temporary restrainU diagonal bracing to insure stabildy during construclion is the responsibilily of the installer.Addftional pertnanent builtling stabilNy bracing of the overell siruclure is the responsibiltty ot the building designer or owner of t�e trusses.For general guidance regarding Aesign responsibilHies,fabncation,qualdy conirol,storage, tlelivery,erection,lateral restraint anA tliagonal bracing,consutt ANSI/TPI 1,DSB-89 antl BCSI(Builtling Component Sefety Information)available from ��u�nN4 CLC SBCA at www.sbcindust .com. Job Truss Truss Type pty Ply 3102 3 Car w/rear porch _ 17210814 B1308542 5-GEA GABLE 1 1 ProBuiltl Aflinaton. A�finalo.WA 98223.Jane Ferclerer .Inh RPfPrenrP lnnl'nnan 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Sep 05 70:18:04 2013 Page 1 I D:MOuFVTwhN IkWNVwQMPN pjOzY6K2-5GCzPiAJ49wcY6wd UaTBYEhcfXhwyocJkU WGhygiuL �1 4 3I _ 21-0-0 +_...._ 42-0.0_ i _ __—__ __..____ _— _ �1-43 21-40 21-0-0 . Scale=1:73.4 Sx6 = 5.00 12 11 10 �2 g 13 5x6� 14 8 5� � 7 15 6 16 ' S 1 0 17 °i 4 1 1 1 9 18 8 13 6 1 7 3 - 7 15 5 19 1 4 17 3 3- 4 � 2 19 1 Z 20 �� ' ' �o 3x6 = 3x6 = 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6= 3x6= 42-0.0 42-0.0 Plale Offsets(X,Y): f7:0-&0 0.1-81 f15:0.30 0.1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.27 Vert(LL) -0.00 1 n/r 120 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.18 Vert(TL) 0.02 1 n/r 90 BCLL 0.0 ` Rep Stress Ina YES WB 0.18 Horz(TL) 0.01 20 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Malrix) Weigh1:2031b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Slructural wood sheathing diredly applied or 6-0.0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 HF Slud/Std•Except' WEBS 1 Row at midpt 11-30 1130,1031,12-29:2x4 HF No.2 REACTIONS All beanngs 42-0-0. pb)- Max Horz 2=118(LC 8) Max Uplift All uplifl 100 Ib or less at joint(s)2,31,32,33,35,36,37,38,39,29,28,27,25,24,23,22,21 Max Grav All reaaions 250 Ib or less at joint(s)20,30,31,32,33,35,36,37,38,29,28,27,25,24,23,22 except 2=291(LC 2),39=420(LC 21),21=452(LC 22) FORCES (Ib)-Max.Comp./Man.Ten.-All torces 250(Ib)or less except when shown. WEBS 339=317/87,19-21=332/90 NOTES 1)Unbalanced roof live loads have been considered(or this design. 2)Wind:ASCE 7-10;Vu11=110mph(3-sewnd gust)V(IRC2072)=87mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cal.II;Exp B;enclosed;MWFRS(envelope) gable end zone;canlilever lefi 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 tace),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plales are 2x4 MT20 unless othenvise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf botlom chord live load nonconcurtent with any other live loads. 8)'This truss has been designed for a live load of 20.Opst on the botlom chord in all areas where a rectangle 3-SO lall by 2-0-0 wide will fit between the botlom chord antl any other members. 9)Provide mechanical connection @y others)of truss to beanng plale capable ot withstanding 100 Ib upliH at joint(s)2,31,32,33,35,36,37,38,39,29,28,27 ,25,24.23,22,21. 10)This truss is designed in accordance wilh the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. �Oc pp� �� r.r x LOAD CASE(S) Standard �� O�a� �� R' 4� �'�. "� � � � � ��` ��" September 5,2013 AWARNING-Veriry tlesign parameters and reaA notes on this Truss Design Drawing antl inclutletl DrJ Reference Sheet(rev.03-11�before use.Design valid for use with MiTek conneclor plates only.This design is based only upon parameters shown,and is for an indi�ridual building component.Applicability , pq' of design paremeters antl proper incorporation of ihe component is responsibility of builtling Aesigner or owner of the trusses and installer.Laterel restraint � tlesignations shown on intlivitlual web and chord members are for compression buckling only,nol forbuilding stabilily bracing.Additional temporary restraint/ r tliagonal bracing to insure stabildy during constr�clion is t�e responsibilRy of the installec Atltldional pertnanent builtling stability bracing of ihe overall sWCture is the responsibilily of the builtling designer or owner of the iruues.For general guidance regartling design responsiDilities,fabrication,quality control,storage, delivery,erection,lateral restraint antl tliagonal bracing,consuM ANSI/TPI 1,DSB-89 and BCSI(Builtling Component Safety Information)available from ��nNG�LC SBCA at wwwsbcintlust .com. Job Truss Truss Type �ty Ply 3102 3 Car w/rear porch 17210815 87308542 � 5-GEC GABLE 1 1 ProBuild Arlinaton. AAinato WA 98223 Jane Ferderer Job Reference(ootionall 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:19:06 2013 Pape 1 I D:MOuFVTwhN Ik WN VwQMPNpjOzY6K2-1 eKkqOCZcmAKuQ40c?WFefmy9LMOQi6GA1 zdLaygiuJ 21-0.0 42-0-0 A3-4-3 � — z�-ao --- z�o o ----------a s Scale=1:72.2 Sx6= 5.00 12 10 g 11 8 �2 Sx6 % � 13 Sx6 � 6 14 5 15 d, 4 1 0 16 3 7 8 9 it 9 12 8 13 7 17 2 6- 14 5 15 4 18 16 3 �� Z 2 1 1 1 �I 19 20 I� 0 3�t6 = 3�t6 = 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 = 3x6 = az-o-o ' az-o-o Plate Offsets(X Y): f6:0-&0 0.1-81 f14:0.30 0.1-81 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Vd PLAiES GRIP TCLL 25.0 Plates Increase 1.15 TC 027 Vert(LL) 0.01 20 n/r 120 MT20 185N48 TCDL 10.0 Lumber Increase 1.15 BC 0.18 Vert(TL) 0.03 20 n/r 90 BCLL 0.0 • Rep Stress Ina YES NB 0.18 Horz(TL) 0.01 19 n/a n/a BCDL 8.0 Code IRC2012(TPI2007 (Matrix) Weight:2031b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Slruclural vrood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No2 BOT CHORD Rigid ceiling direcly applied or 10-0-0 oc bracing. OTHERS 2x4 HF Stud/Std'6ccepY WEBS 1 Row at midpt 1030 10.30,331,11-29:2x4 HF No2 REACTONS All bearings 42-0.0. (Ib)- Mau Hoa 1=-118(LC 9) Max Uplik All uplifi 1001b or less atjoint(s)1,19,31,32,33,35,36,37,38,39,29,28,27,25,24,23,22,21 Max Grav All reaclions 250 Ib or less at joint(s)1,30,31,32,33,35,36,37,38,29,28,27,25,24,23,22 except 19=291(LC 2),39=452(LC 21),21=420(LC 22) FORCES (Ib)-Max.Comp./Mau.Ten.-All torces 250(Ib)or less except when shown. WEBS 239=332/90,18-21=317/87 NOTES 1)Unbalanced roof live loads have been considered for ihis design. 2)Wind:ASCE 7-10;VuIt=110mph(&second gust)V(IRC2012)=87mph;TCDL=6.Opsi;BCDL=4.8psf;h=25N;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Truss designed for wind loads in the plane of the truss only. For studs exposed lo wind(nortnal to the face),see Standard Induslry Gable End Delails as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This iruss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by olhers)of truss lo beanng plate capable of withstanding 100 Ib uplik at joint(s)1,19,31,32,33,35,36,37,38,39,29,28 .27,25,24.23,22,21. 10)This iruss is designed in accordance with the 2012 INemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlTPI 1. �O�ppi� � rr n � LOAD CASE(S) Standard 4��a�p�,� � � �x � ��p �,°� �4 ��.�" September 5,2013 AWARNING-Verify design parameters and read notes on this 7russ Design Drawing and inGuded DrJ Reference Sheet(rev.03-11')Detore use.Design valitl for use with MiTek conneclor plates only.This design is basetl only upon perameters shown,and is for an individual building component.Applicabiliry � ot design parameters and proper incorporation of the component is responsiDildy of building designer or owner o(ihe trusses antl installer. Lateral restreint tlesignations shown on individual web and chortl members are for compression buckling only,not forbuilding stability 6racinp.Additional temporary reslrainU diagonal bracing to insure stabilily tluring construclion is the responsibility of the installer.Addilional permanent builtling stability bracing of the overall struaure is the responsibilily ot the buikling designer or owner of the trusses.For general guitlance regarding design responsiDililies,febrication,quality control,storage, w tlelivery,erection,lateral resiraint and Oiagonal Dracing,consutl ANSIlfPI 1,DSB-89 and BCSI(Builtling Component Safety Infortnation)available from ��u�nNfi LLC SBCA al www.sbcindust .com. Job Truss Truss Type �ry Ply 3102 3 Car w/rear porch 172108161 B1308542 . 5-TR COMMON 4 1 I P�oBuiltl Arlinaton AAinnto WA 98223 Jane FeMerer Job Reference(ontionall 7.350 s Sep 27 2D12 MiTek Industries,Inc.Thu Sep OS 70:19:08 2013 Page 1 I D:qaSdipxJBbsN?N�w6�/1FbzY6K1-z1 R UE4DpSNQ 17jEOj�Y8j4sDB9xPuZaZdLSkPSygiuH �1-4-3 7-53 142-10 21-0.0 27-9-6 34-6-13 42-0-0 3-43 � --� —F---- -- I �--- -- —I — �--I 1-0-3 7-53 6-9-6 6-9-6 69-6 6-9-6 7-53 1-4-3 Scale=1:732 Sx8 = 5.00�jz 6 3��3x4% 3x4� 3x6� 5 7 4 8 2x4�� 2x4 �i d, 3 -14 7-14 9 6 7- 3-1 -12 2 10 �1 11�� 3x10 = 16 17 15 18 74 19 13 20 12 3x10 — 3x4= 3x12MTi8H= 4x8— 3x12MTi8H = 3x4 = i 10-&14 21-0-0 31-2-2 I 42-0-0 � 10-&14 10.2-2 10.2-2 10.&14 Plate OHsets(X Y): f2:0-10-0 0.0-61 f10:0-10.0 0.0.61 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.35 14-16 >999 240 MT20 185/148 TCDL 10.0 Lumberincrease 1.15 BC 0.59 Vert(TL) -0.71 14-16 >698 180 MT18H 220/195 BCLL 0.0 ` Rep Stress Ina YES WB 0.37 Horz(TL) 0.19 10 Na nla BCDL 8.0 Code IRC2012/TPI2007 (Matrix) WeighC 176 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 DF SS'Except• TOP CHORD Strudural wood sheathing diredly applied or 2-8-t2 oc puAins. 4-6,68:2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brecing. BOT CHORD 2x4 DF SS WEBS 1 Row at midpt 5-14,7-14 WEBS 2x4 HF Stud/Sid•6ccept' 5-14,6-14,7-14:2x4 HF No.2 REAC710NS (Ib/size) 2=1720/0-68(min.0.3-2),10=1720/0-5-8(min.03-2) Max Horz 2=-111(LC 13) Max Uplift 2=-72(LC 8),10=-72(LC 9) Max Grav 2=1897(LC 2),10=1897(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=-3848/131,3-4=3441/85,4-5=-3274/101,5-6=-2416/91,6-7=-2416/91,7-8=3274/101, &9=3441/85,9-10=-3&48/131 BOT CHORD 2-16=-159/3449,16-17=-57/2801,15-17=-57/2801,15-18=-57/2801,14-18=-57/2801,14-19=0/2801, 13-19=0/2801,13-20=0/2801,12-20=0/2801,10.12=-48/3449 WEBS 3-16=-487/142,5-16=0/583,5-14=-897ft43,6-14=0/1301,7-14=-897/143,7-12=0/583, &12=-087/142 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu11=110mph(3-second gusl)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Spsf;h=25R;Cal.II;6cp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and nght exposed;end vertical left antl right e�cposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf botlom chord live load nonconwrtenl with any other live loads. 5)•This truss has been designed for a live load of 20.Opsi on lhe botlom chord in all areas where a rectangle 3-60 tall by 2-0.0 wide will fit between ihe bottom chord and any other members,with BCDL=B.Opsf. 6)Provide mechanical conneclion(by others)of truss to bearing plale capable of withstanding 100 Ib uplift at joinl(s)2,10. 7)This truss is designed in accorUance with the 2012 Intemalional Residential Code sections R502.11.1 and R802.102 and reterenced standard ANSI/TPI 1. �O�ppp � G![I -'f LOAD CASE(S) Standard w ��'c; 4'� �,� �C ;4' Z � �� o �' �it��,� September 5,2013 AWARNING-Veriry design paremeters and reed notes on this Truss Design Drawing and inGUtled DrJ Reference Sheet(rev.03-11')before use.Design valid tor use wdh MiTek connecior plates only.This design is based only upon parameters shown,and is tor an indi�ridual building component.Applicabilily � � o(design parameters and proper incorporation of the component is responsiDilRy of builAing designer or owner of the irusses anA installer. Lateral restraint � tlesignations shown on intlividual web antl chortl members are for compression Duckling only,not forbuiltling sta�ilily bracing.Atltlitional temporary restrainll Aiagonal brecing lo insure stabildy dunng construclion is ihe responsi�ili[y of the installer.Atltlitional pertnanent buildinp stabilily bracing of the overall struclure is the responsibility of the builtling tlesigner or owner of the trusses.For general guidance regarding Aesipn responsibiltties,febncation,quality control,storage, delivery,erection,laterel resiraint and diagonal bracing,consuR ANSIRPI 1,DSB-89 antl BCSI(Building Component Safety Iniormation)available trom ��u�nNv LLC SBCA at www.sbcintlust .com. Job Truss Truss Type Qty Ply 3102 3 Car w/rear porch 17210617 B1308542 � 5-TRA COMMON 8 1 ProBuiW Arlington. AdinAlo WA 98223 Jane Ferderer __ _,________ _____ . JoD Reference o lional 7.350 s Sep 27 2012 MiTek Industries,Inc.Thu Sep OS 10:19:10 2013 Page 1 ID:qaSdipxJBbsN?fVcw6v2FbzY6K1-vQZFfmF4g?gIN1 NnrqacoVxWQydMMSxsSfxrULygiuF 143 7-5-3 i4-2-70 21-0-0 27-&6 34-6-13 42-0.0 � � � —_�_—_ _+___.._.____ _� __ __—_ � 1-4-3 7-5-3 6-9-6 6-9-6 6-9-6 6-9-6 7-53 Scale=1:72.8 5x8 - 5.00 12 6 3n6�3x6% 3�� 3x6� 5 7 4 8 2x4 �� 2x4�i 3 -13 � 7-13 9 5 7- 3-1 -17 10 2 �I� la 15 16 14 17 18 72 79 11 d 3x10 = 13 3x10 = 3x4= 3x12 MTiBH= 3x12 MT18H = 3x4 = 4x8 = i 10.9-14 21-0-0 I 31-2-2 42-0-0-� 10-9-14 � 10.2-2 10-2-2 10-&14 Plate Offsets�X V): f2:0-10-0 0-0-61 f10:0-10.0 0.0-61 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.35 13-15 >999 240 MT20 185/148 TCDL 10.0 Lumberincrease 1.75 BC 0.62 Vert(TL) -0.72 13-15 >690 180 MT18H 220/195 BCLL 0.0 " Rep Stress Incr YES WB 0.38 Ho2(TL) 0.19 10 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Matnx) Weight:t741b FT=20% LUMBER BRACING TOP CHORD 2x4 DF SS•ExcepY TOP CHORD Sirudural vrood shealhing diredly applied or 2-6-0 oc purlins. 4-6,6-8:2x4 HF No2 BOT CHORD Rigid ceiling directty applied or 10.0.0 oc brecing. BOT CHORD 2x4 DF SS WEBS 1 Row at midpt 5-13,7-13 WEBS 2x4 HF Stud/Std'Except• 5-13,6-13,7-13:2x4 HF No2 REACTONS (Ib/size) 2=1726/0.5-8(min.0.3-2),10=1631/Mechanical Max Horz 2=118(LC 12) Max Uplift 2=-72(LC 8),10=-53(LC 9) Max Grsv 2=1903(LC 2),10=1789(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3864/130,3-4=-3458/84,4-5=3291/101,5-6=-2432/92,6-7=-2432/91,7-8=-3328/106, 8-9=3496/90,9-10=3900/138 BOT CHORD 2-15=-165f3464,15-16=-63/2816,14-16=-63/2816,14-17={3/2816,13-17=-63/2816,13-18=0/2832, 12-18=0/2832,72-19=0/2832,11-19=0l2832,10-11=-68/3526 WEBS 3-15=-486/142,5-15=0/583,5-13=-697/143,6-13=0/1312,7-13=-915/145,7-11=0/617, 9-11=-5211146 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuN=110mph(35econd gust)V(IRC2012)=07mph;TCDL=6.Opsi;BCDL=4.8psf;h=25H;Cal.II;Exp B;enclosetl;MWFRS(envelope) gable end zone;cantilever leR and right exposed;end veAical lefi and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plates unless otherv✓ise indicated. 4)This truss has been designed tor a 10.0 psf botlom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a reclangle 3-6-0 lall by 2-0-0 wide will fit belween the bottom chord and any olher members,with BCDL=B.Opsf. 6)Refer lo girder(s)for truss to truss wnneclions. 7)Provide mechanical connedion(by others)ot lruss lo bearing plate capable of withstanding 100 Ib uplik at joint(s)2,10. 8)This Wss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIlfPI 1. �QS�� LOAD CASE(S) Standard 4��g WAS� T�t+ �� o,� , � � �� .�' September 5,2013 AWARNING-Verify design paramelers and reatl notes on this Truss Design Drawing antl inGutletl DrJ Reterence Sheet(rev.03-11�before use.Design valitl(or use with MTek connector plates onty.This tlesign is based only upon parameters shown,antl is for an indi�ridual builtling component.Applicabiliry � �� of design parameters and proper incorporadon of the component is responsibility of building designer or owner of the trusses antl installer.Lateral restraint designations shown on intlivitlual web and chord members are for compression buckling only,not forbuiltling staDilily bracing.AAtli�ional temporary restrainU Oiagonal bracing to insure staDility tluring constniclion is the responsibility of the installer.Atltldional pertnanent builtling stabilily bracing of the overall structure is the responsibilky of the buiWing designer or owner of the lrusses.For general guidance regarding design responsibililies,(abncation,qualily coMrol,storage, tlelivery,erection,lateral resiraint antl tliagonal bracing,consull ANSI/iPl 1,DSB-89 and BCSI(Builtling Component Safety Information)available from CQ�u�nNw LLC SBCA at www.sGCindust .com. Job Tniss Truss Type �ty Ply 3102 3 Car w/reer porch 17210818 81308542 " 5-TRB COMMON 3 1 ProBuild Arlinaton AAinato WA 98223 Jane Ferderer Job Reterence(ootionaD 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:19:11 2013 Page 1 ID:qaSdipxJBbsN?Ncw6v2FbzY6K1-NC7dt6GiRloc?ByzOY6rLiUh7MyZ5vB?KJgOOnygiuE 7-53 142-10 21-0-0 27-9� 34-6-13 42-0.0 � 7-53 E9-6 ---------+----- 6 9 6 I — 6 9 6� 6 9-6 — 7 5 3 � Scale=1:71] Sx8 = 5.00 12 5 3��3�� 3x6 � 4 6 3�\ 3 7 2x4 \� 2x4 �i d' 2 -12 61 8 ' 4 g- 1 Z�� -�� 9 �I Io 3x10 = 74 15 13 16 �2 17 11 18 10 3x10 = 3x4 = 3x12 MT18H = 4x8— 3x12 MT18H= 3x4 = 10.314 21-0-0 31-2-2 42-0.0 10.9-14 10-2-2 10.2-2 10.&14 _Plate ONsets(X Y): f 1:0-10.0 0.0-61 f9:0.10.0 0.0-67 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deil Ud PLATES GRIP TCLL 25.0 Plales Increase 1.15 TC 0.71 Vert(LL) -0.35 12-14 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.62 Vert(TL) -0.72 12-14 >692 180 MT18H 220/195 BCLL 0.0 ' Rep Stress Ina YES WB 0.38 Horz(TL) 0.19 9 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Matrix) Weight:1721b FT=20% LUMBER BRACING TOP CHORD 2x4 DF SS•Except' TOP CHORD Strudutal wood sheathing directly applied or 2-&14 oc puAins. 3-S,S7:2x4 HF No.2 BOT CHORD Rigid ceiling diredly applied or 10.0.0 oc brecing. BOT CHORD 2x4 DF SS WEBS 1 Row at midpt 4-12,6-12 WEBS 2x4 HF Stud/Std`6ccept' 4-12,5-12,6-12:2x4 HF No.2 REACTIONS (Ib/size) 1=1637/Mechanical,9=1637lMechanical Mau Horz 1=-105(LC 9) Max UpIiN 1=-53(LC 8),9=-53(LC 9) Mau Grev 1=1795(LC 2),9=1795(LC 2) FORCES Qb)-Mau.Comp./Ma�c.Ten.-All torces 250(Ib)or less except when shown. TOP CHORD 1-2=3917/137,23=-3513/90,3-4=3345/106,4-5=-2449192,5-6=-2449/92,6-7=3345/106, 7-8=-3513/90,8-9=3917/138 BOT CHORD 1-14=-172/3542,14-15=-65/2847,13-15=-65f2847,13-16=-65@847,12-16=�5/2847,12-17=0/2847, 11-17=0/2847.11-18=0/2847,10-18=0/2847,9-10=-68/3542 WEBS 2-14=-520/146,4-14=0/618,4-12=-915/145,5-12=0/1324,6-12=-915/145,6-10=0/618, &�o=-szains NOTES 1)Unbalanced rooi live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=110mph(3-sewnd gusQ VQRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25H;CaL II;6cp B;enGosed;MWFRS(emelope) gable end zone;cantilever left and right exposed;end vertical lefl and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)All plates are MT20 plales unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a reclangle 3-60 tall by 2-0-0 wide will fit belween the botlom chord and any other members,with BCDL=B.Opsf. 6)Refer to girder(s)for truss to truss connedions. 7)Provide mechanical connedion(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9. 8)This truss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced slandard ANSI/TPI 1. �QS�� LOADCASE�S) Standard ��4� a�)�_ �� .� .,,yC ,,� � �� ,�,�.�° September 5,2013 AWARNING-Venfy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet(rev.03-11')before use.Design valitl for use with MiTek connector plates only.This tlesign is based only upon paremeters shown,an0 is(or an intlivitlual building component.Applicability , I!i,i;�.f; of design parameters antl proper incoryoretion of ihe component is responsibilily of buikling designer or owner of ihe trusses antl installer. Lateral resiraint �� designations shown on individual web and chortl memDers are for compression buckling only,not forbuiWing stability bracing.Additional temporary restrainV � �. Aiagonal bracing to insure stability tluring construclion is the responsiDilily of the installer.Additional permanent building stabilily Dracing of Ihe overall stiucture is the responsibildy of the building tlesigner or owner of the irusses.For general guitlance regarding desipn responsiDildies,fabncation,qualily control,storage, delivery,erection,lateral restraint and diagonal brecing,consuM ANSI/7PI 1,DSB-89 antl BCSI(Builtling Component Satety Infortnation)available from CQ�u�nNGLLC SBCA at www.sbcinAust .com. Job Tmss TrussType —Oty Ply 3102 3 Car w/rear porch � 17270619 B1308542 5-TRC COMMON 4 1 ProBuild Arlin on Ariin to WA 98223 Jane Ferderer JoD Reference(ootionall 7.350 5 Sep 27 2012 MiTek Industries,Inc.Thu Sep OS 1079:13 2013 Page 1 ID:qaSdipxJBbsN?Ncw6J2FbzY6K1-K_F N InH yyv2 KEU6M Wz8JQ7Z1 gAe3Zphlnd9V 5gygiuC i 7-5-3 142-10 21-0-0 27-&6 34-6-13 42-0-0 3-4-3 i _.__.. ._.___..._. ._--__ _—_— 7-53 69-6 6-9-6 6-9-6 � 6-9-6 � � 7-53 1-4-3 Scale=1:722 5x8 = 5.00 12 5 3x6�3x6� 3n6� 3x6� q 6 3 7 2x4 O 2x4�i d 2 -13 5� 6-73 8 5 6 � 2-1 11 9 �� 101� d 3x10 = 15 16 14 17 �3 18 72 19 11 3x10— a 3x4 = 3x12 MT18H = 4x8 — 3x12 MTiBH = 3x4= �o-a�a z�-ao � ai-z-z � az-ao —� ' �aa�a �o-2-z �o-2-z �as-�a Pia�e orr5e+5 a n: rta�ao ao-st re:a�o-o ao-st LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.35 11-13 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.62 Vert(7L) -0.72 11-13 >690 180 MT18H 220/195 BCLL 0.0 ' Rep Stress Ina YES NB 0.38 Horz(TL) 0.19 9 n/a nla BCDL 8.0 Code IRC2012/TPI2007 (Matrix) Weight:1741b FT=20% LUMBER BRACING TOP CHORD 2x4 DF SS'Except' TOP CHORD Structural wood sheathing direclly applied or 2-6-0 oc puAins. 3-5,5-7:2x4 HF No2 BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc brecing. BOT CHORD 2x4 DF SS WEBS 1 Row at midpt 4-13,6-13 WEBS 2x4 HF SWd/Sld'6ccepC 4-13,5-13,613:2x4 HF No.2 REACTIONS (Ib/size) 1=1631/Mechanical,9=1726/0-5-8 (min.0.3-2) Man Horz 1=-118(LC 9) Mau Uplifl 1=-53(LC 8),9=J2(LC 9) Maz Grav 1=1789(LC 2),9=t903(LC 2) FORCES (Ib)-Max.Comp./Mau.Ten.-All torces 250(Ib)or less except when shown. TOP CHORD 1-2=-3900/138,23=3496/90,3-4=-3326/106,4-5=-2432/91,b6=-2432/92,fr7=3291/101, 7-8=3458/85,8-9=-3864/131 BOT CHORD 1-15=-167/3526,15-16=-59/2832,14-16=-59/2632,74-17=-59/2832,13-17=-59/2832,13-18=0/2816, 12-16=0/2816,12-19=0/2816.11-19=0/2816,9-11=-48/3464 WEBS 2-15=-521/146,4-15=0/617,4-13=-915/145,5-13=0/1312,6-13=-897/143,6-11=0/583, &11=-486l142 NOTES t)Unbalanced root live loads have been considered tor this design. 2)Wnd:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opsi;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever lefi and right e�cposed;end vertical lefl and right exposetl;Lumber DOL=1.33 plale grip DOL=1.33 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf boHOm chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any olher members,with BCDL=S.Opsf. 6)Refer lo girder(s)for truss lo lruss connedions. 7)Provide mechanical connection(by others)of Wss to bearing plate capable of withstanding 100 Ib uplifl al joint(s)1,9. ]� 8)This truss is designed in accordance with the 2012 IMemational Residential Code sedions R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. �OS�"• �� IOADCASE(S) Standard �� O�arw��,� �.� v�� O 1W70 �Q'r �� September 5,2013 AWARNING-Veri(y design parameters and read notes on this Truss Design Drawing antl inclutled DrJ Reference Sheet(rev.03-11')betore use.Design valitl for use with MiTek conneclor Dlates only.This tlesign is basetl only upon parameters shown,antl is(or an intlividual building component.Applicabiliry , oi design parameters and proper incorporation of the component is responsibildy of building designer or owner of the trusses and installer. Lateral restraint designations s�own on intlivitlual web antl chord membeis are tor compression buckling only,not forbuiltling stabilily bracing.Additional temporary restrainU diagonal bracing ro insure stabildy during consiruclion is ihe responsibilily of t�e installer.Atltlilional pertnanenl building stabilily bracing of the overall struc[ure is the responsibility of the buikling designer or owner of the trusses.For general guitlance regartlinq design responsibilities,fabrication,quality control,storage, n delivery,erection,lateral restraint and diagonal bracing,consutt ANSI/TPI 1,DSB-88 and BCSI(Builtling Component Safety Information)available from CQ�u�nHA LLC SBCA at www.sbcintlust .com. Job Truss Truss Type pry Ply 3102 3 Car w/rear porch 17210620 B1308542 • 6-MGE Monopitch Truss 7 1 ProBuiltl Arlin on AAin o WA 98223 Jane Ferderer Job Reference fontional) � 7.350 s Sep 27 2012 MiTek Intlustries,Ina Thu Sep OS 10:19:14 2013 Page 1 ID:Q?nV4nvQrgUo8Bm1 E_LLeuY6K4-oBpIV71ajDBBsehY4gfYyL5HPZ?zILqSOHv2d6ygiuB i -1-43 i 411-8 i — __.___— —_ _— -� 1'43 4-11-8 Swle=1:722 2x4 I I 3 3.00 �2 � 3-4 1-3 2 � � 2-4 4 3x4 = 2x4 II � LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 25.0 Plales Increase 1.15 TC 0.38 Vert(LL) -0.00 1 Nr 120 MT20 185/148 TCDL 70.0 Lumber Increase 1.15 BC 0.52 Vert(TL) 0.03 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a Na BCDL 8.0 Code IRC2012lfP12007 (Matrix) Weighl:151b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structurel wood sheathing directly applied or 4-11-8 oc purlins, except end veAicals. BOT CHORD 2x4 HF Slud/Std BOT CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. WEBS 2x4 HF Slud/Std REACTIONS (Ib/size) 4=166/4-11-8 (min.0-1-8),2=265l4-11-B(min.0.1-8) Max Horz 2=40(LC 5) Max Uplifl 4=-14(LC 8),2=-51(LC 4) Mau Grav 4=194(LC 2),2=315(LC 2) FORCES (Ib)-M�.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wnd:ASCE 7-10;VuIf=110mph(&sewnd gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25ft;Cal.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Gable requires continuous bottom chord bearing. 3)This lruss has been designed for a 10.0 psi boriom chord live load nonconcurrent with any other live loads. 4)•This Wss has been designed for a live load of 20.Opsf on the botlom chord in all areas where a redangle 3-6-0 tall by 2-o-0 wide will fit between the bottom chord and any olher members. 5)Provide mechanical connedion(by others)of truss to bearing plate capable ot withstanding 700 Ib uplift at joint(s)4,2. 6)This truss is designed in accordance with ihe 2012 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. LOAD CASE�S) Standard �pS�H p� t�' �a� � Q,'� Q� �'c�� ' O�Z. f. � �� r ��" September 5,2013 AWARNING-Veny design parameters and read notes on this Truss Design Drawing and included DrJ Reterence Sheet(rev.03-11')betore use.Design vaiitl for use with MTek connector plates only.This design is�asetl only upon parameters shown,and is tor an intlividual builCing component.Applicabiliry � " of tlesign parameters and proper incorporation of the component is responsibility of buiMing tlesigner or owner of the irusses anA installer.Lateral restraint tlesignations s�own on indi�ridual weD antl chord members are for compression buckling only,not forbuiltling staDilily bracing.Atltlitional temporary resirainU tlia0onal bracing to insure stahilily during constivaion is ihe responsibilily of the insteller.Atltlitional pertnanent builtling stabilNy Dracing of the overall struclure . is the responsibilily of the builGing designer or owner of the tmsses.For general guidance regarding desgn responsibildies,fabncetion,qualNy control,storage, delivery,erection,lateral restraint and diagonal brecing,consutl ANSI/TPI 1,DSB-89 and BCSI(BuiWing Component Safery Iniormation)available from ��V�nNf7I LLC SBCA at www.sbcindust .com. Job Truss Truss Type aty Ply 3102 3 Car w/rear porch 17210621 B1308542 � 8-MTR MONOPITCH TRUSS 7 1 ProBuild Arlin ton AAin to WA 98223 Jane Ferderer JoD Reference(ontionaD . 7.350 s Sep 27 2012 MiTek Industnes,Inc.Thu Sep OS 10:19:14 2013 Page 1 ID:Q?nV4nvQrgUo86m1 E_LLeuY6K4-oBpIV71ajDBBsehY4gfYyL5JsZ4PIJcSOHv2d6ygiuB i '�'4-3 ____._.__.___._--_-- 73-6 9-11-8 ' �aa I �3e — -- T— zsz --� Scale=121.1 2x4 II 4 2x4 � 3.00 12 3 a, 4-5 N �� 2 � � 2-5 /.. 3x8= 5 3x4 = i 9-11-8 � &11-8 Plate Offsets(X YY f2:0-0-8 Edpe1 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) IIdeFl Ud PLATES GRIP TCLL 25.0 Plates Increase t.15 TC 029 Vert(LL) -0.16 5-8 >729 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 023 Vert(TL) -0.39 5-B >303 180 BCLL 0.0 ' Rep Stress Inv Yes WB 0.14 Horz(T�) 0.01 2 n/a n/a BCDL 8.0 Code IRC2012lTPI2007 (Matrix-M) WeighC331b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, except end verticals. BOT CHORD 2x4 DF SS BOT CHORD Rigid ceiling directly applied or 10.0.0 oc brecing. WEBS 2x4 HF Stud/Std REAC710NS (�b/size) 2=478/0-5-8 (min.0-1-8),5=321IMechanical Max Horz 2=77(LC 7) Max Uplik 2=-59(LC 4),5=35(LC 8) Max Grav 2=562(LC 2),5=376(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1127/81 BOT CHORD 2-5=-74/1409 WEBS 3-5=-530/109 NOTES 1)Wind:ASCE 7-10;VuIt=110mph(3-sewnd gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Bpsi;h=2511;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;wntilever left and right exposed;end vertical lefl and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been tlesigned 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 redangle 3$O lall by 2-0.0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connedions. 5)Provide mechanical connedion(by others)of truss to beanng plate capable of withstanding 100 Ib uplift at joint(s)2,5. 6)This truss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIlfPI 1. LOAD CASE(S) Standard 10S�H �F�. T� �� o�a o,� _ ,,,,, ,�o �� ,��.�° September 5,2013 AWARNING-Veriry tlesign parameters antl reed noles on this Truss Design Drawing and inUuded DrJ Reference Sheet(rev.03-11')before use.Design valitl for use with MiTek connedor plates ony.This tlesign is basetl only upon parameters shown,antl is(or an intlivitlual builtling com0onent.Applicabiliry , ot design parameters and proper incorporation of the component is responsibilRy of building designer or owner of the trusses antl installer. Lateral restraint designations shown on indi�ridual web and chord members are for compression buckling only,not forbuilding stabilRy bracing.Atltlitional temporary restrainV tliagonal bracing to insure stabil0y during consirudion is ihe responsibility of the installer.Addilional permanent building stabilfty brecing otihe overell siructure is ihe responsibility of ihe building designer or owner of the trusses.For general guidance regarding design responsibilNies,(abrication,quality control,storage, ^ Oelivery,erection,lateral restraint and diagonal bracing,consull ANSI/TPI 1,DSB-89 and BCSI(BuilAing Component Safety Information)available from AOuL��nNff L�c SBCA at www.sbcindust .com. w �w Job 7russ Truss Type Qty Ply 3102 3 Car w/rear porch 17210622 81308542 6-MTRS GABLE 1 1 ProBuild Arlinalon Adinato WA 98223 Jane FeMerer Job Reference(ontionall 7.350 s Sep 27 2012 MiTek Intlustnes,Inc.Thu Sep OS 10:19:15 2013 Page 1 ID:Q?nV4nvQrgUo8Bm1 E_LLeuY6K4-GNNSiTJCUXJ2TaGkdOAnWeUozNsljXbExec9YygiuA i -1-4-3 &6-10 &11-8 —_ _ _—_.._—__._- — _ — � 1 4 3 �--�— � &6-10 �— 1-4-14 Scale=121_i 3x4 = 4x10 \� 4 2x4 II 3 3x8% 3.00 12 3x8 = 3x8% 4-5 7 &9 6-� 2 I 1 25 — d 3x6 = 4x8 = 2x4 II 6 2x4 I I 5 3x4 = i 311-8 � 9-11-8 Plate Offsets(X.Y): f2:0-5E.0.1-B1 f2:0-11-7 0.1-41 LOADING(ps� SPACING 2-0-0 CSI DEF� in (loc) I/detl L/d PLATES GRIP TCLL 25.0 Plales Increase 1.15 TC 0.28 Vert(LL) -0.09 2-6 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -023 2-6 >499 180 BCLL 0.0 ' Rep Siress Incr YES WB 0.36 Horz(TL) 0.01 5 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Matrix) Weight:441b FT=20% LUMBER BRACING , TOP CHORD 2x4 HF No2 TOP CHORD Struclural wood sheathing direGly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling direcity applied or 10.0-0 oc brecing. WEBS 2x4 HF StudlStd OTHERS 2x4 HF Stud/Sld REACiIONS (Ib/size) 2=450/0-5-8 (min.0-1-8),5=345/Mechanical Ma�c Hoa 2=77(LC 7) Mau UpliR 2=-68(LC 4),5=32(LC 8) Max Grav 2=532(LC 2),5=403(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 23=-555/34 BOT CHORD 2-6=-30/497,rr6=-30/497 WEBS 3-7=-734/129,5-7=-872/63,6-7=0/343 � NOTES 1)Wind:ASCE 7-10;Vult=1 tOmph(3sewnd gust)V(IRC2012)=87mph;TCDL=6.Opsf,BCDL=4.Bpsi;h=25ft;Cat.II;6cp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and nght exposed;end vertical lefl and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in ihe plane of the truss only. For studs exposed to wind(nortnal to the face),see Standard Industry Gable End Details as applicable,or wnsult qualified building designer as per ANSIlTPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This lruss has been designed for a 10.0 psf bottom chord live load nonconcurtent with any other live loads. 5)'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 lall by 2-0-0 wide will fit belween the botlom chord and any other members. 6)Refer to girder(s)tor truss to truss conneGions. 7)Provide mechanical wnnection(by others)of lruss lo bearing plate capable of withslanding 100 Ib uplift at joint(s)2,5. 8)This iruss is designed in accordance with the 2012 Inlemalional Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE�S) Standard �pSF�PH b�, a T �,� �� Q�� o� �► 46398 ��r �� September 5,2013 AWARNING-Venfy design paramelers antl read notes on this Truss Design Drawing and inclutletl DrJ Reference Sheet(rev.03-11')before use.Design valitl for use wit�Mi7ek conneclor plates only.This design is basetl only upon parameters shown,antl is tor an intlividual building component.Applicability , — of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and insteller. Lateral restraint designations shown on intlivkfual web and choid members are(or wmpression buckling only,not torbuiltling stabildy bracing.Adtlitional temporary restraint/ tliagonal bracing to insure stabilily tlunng constniclion is the responsibility of the installer.AOtlitional pem7anent building staDildy bracing of the overell struclure is the responsibiltty of the building tlesigner or owner o(the trusses.For general guitlance regarding design responsibilities,labncation,qualily control,storage, ^ delivery,erection,lateral restraint antl diagonal bracing,consutt ANSIRPI 1,DSB-89 and BCSI(Building Component Safety Information)avaitable trom ��V�nNV CLC SBCA at www.sbcinAUSt .com. Job Truss Truss Type pty Ply 3102 3 Car w/rear porch 17210623 B1308542 • E-1 JACK 8 1 ProBuikl Arlin ton AAin to WA 98223 Jane Ferderer Job Reference(ootionall 7350 s Sep 27 2012 MiTek Industries,Inc.Thu Sep OS 10:19:18 2013 Page 7 I D:qaSdipxJBbsN?fVCw6v2 FbzY6K1-kZw WwpKrFrRV5yrxB5h02mBgONkSmFJITb09h?ygiu9 -1-0-0 I 4-5-8 ___._____— _. -__ -.____� 1-0-0 4-5-8 Scale:1"=1' 3 4.00 12 1-3 2 �I � 2-4 � 3x4 \� 4 45-8 4-5-8 Plate OHsets IX Y1: f2:Edae 0-4-61 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLA7ES GRIP TCLL 25.0 Plates Increase 1.15 TC 025 Vert(LL) -0.02 2-4 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.04 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 IRC2012/TPI2007 (Malrix) Weight:121b FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing diredly applied or 45-8 oc purlins. BOT CHORD 2x4 HF Stud/Std BOT CHORD Rigid ceiling diredy applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=104/Mechanical,2=229/0.5-8 (min.0-1-8),4=32/Mechanical Max Horz 2=51(�C 4) Max Uplift 3=36(LC 8),2=-41(LC 4) Max Grev 3=127(LC 2),2=271(LC 2),4=72(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250(Ib)or less except when shown. NOiES t)Wind:ASCE 7-10;VuIY-110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.8psf;h=25k;Cat.II;6cp B;enclosed;MWFRS(envelope) gable end zone;canlilever left and right exposed;end veMical left and right exposetl;Lumber DOL=1.33 plate grip DOL=1.33 2)This lruss has been designed for a 10.0 psi 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 boriom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any olher members. 4)Refer to girder(s)for truss lo truss connections. 5)Provide mechanical conneaion(by others)of truss to bearing plate wpable of withstanding 100 Ib upliN at joint(s)3,2. 6)This truss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.10.2 and reterenced standard ANSI/TPI 1. LOAD CASE�S) Standard �pS�H p�x �.�� o�a"��'� o,� � �� September 5,2013 AWARNING-Venry design parameters antl read notes on this Truss Design Drawing and incluAetl DrJ Reference Sheet(rev.03-71')De(ore use.Design valid for use with MiTek connector plates only.This tlesign is basetl only upon paremefers s�own,antl is for an intlivitlual building component.Applicabiliry , of desgn parameters antl pmper inwrporation of ihe component is responsibility of buiWinp designer or owner of the irusses and installer. Lateral resiraint designations shown on intlivitlual web and chortl members are for compression buckling only,not forbuikling staDilily Dracing.Atltlitional temporary restrainV diagonal Dracing to insure stability tluring constniqion is ihe responsiDili[y of the installer.Atladional permanent builAinp stability Dracing of the overall struqure is the responsibility of the building designer or owner of the trusses.For generel guidance regarding design responsibilRies,fabncation,quality control,storage, tlelivery,erection,lateral restraint and diagonal bracing,consuM ANSIlfPI 1,DSB-89 and BCSI(Builtling Component Safety Infortnation)available from ��^�LC SBCA at www.sbcinAUSt .com. f7 Job Truss Truss Type aty Ply 3102 3 Car w/rear porch 17210824 B1308542 ° E-iS GABLE 1 1 ProBuiltl Arlin on AAin to WA 98223 Jane Fertlerer JoD Rete nce o tiona 7.350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:19:17 2013 Page t ID:qaSdipxJBbsN?fVcw6�2FbzY6K1-CmUu79KT08Zmj6Q71oC Fazjrbn3KViZuiF7iERygiuB i -1-0-0 i 4-5-8 � 1 0 0 4 5 8 ------ � 2x4 I I Scale:1"=1' 3 4 4.00 72 d, �� 35 2 d� � z-s zXa= zXa I I 5 � 4-5-8 � 4-5-8 Plate Oflsets{X 1�: f3:0-2-0 0.0.41 LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLAiES GRIP TCLL 25.0 Plates Increau 1.15 TC 0.20 Vert(LL) -0.02 2-5 >999 240 MT20 185/148 TCDL 10.0 lumber Increase 1.15 BC 0.35 Vert(TL) -0.04 2-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Matrix) Weight:131b FT=20% IUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Structural wood sheathing direGly applietl or 4-5-8 oc purlins. BOT CHORD 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 140-0 oc bracing. OTHERS 2x4 HF Stud/Std REACiIONS (Ib/size) 2=219/0-5-8 (min.0-t-8),5=32/0-5-8(min.0-1-8),3=126/Mechanical Max Horz 2=52(LC 4) Max UpIiH 2=37(LC 4),3=-41(LC 8) Ma�c Grev 2=260(LC 2),5=72(LC 3),3=154(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-10;VuIt=110mph(3-sewnd gust)V(IRC2012)=87mph;TCDL=6.Opst;BCDL=4.Spsf;h=25N;Cat.II;6cp B;enclosed;MWFRS(envelope) gable end zone;canlilever left and right exposed;end vertical lefl and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of ihe lruss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconwrrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between lhe botlom chord and any other members. 6)Refer to girder(s)for truss to truss conneclions 7)Provide mechanical wnnection(by others)of truss lo bearing plate capable of withslanding 100 Ib uplift at joint(s)2,3. 8)This iruss is designed in accordance with the 2012 Intemational Residential Code seclions R502-11.1 and R802.102 and referenced slandard ANSI/TPI 1. LOAD CASE�S) Standard �pSF.PH p� � 4,� O�W � � �� ,�.g�" September 5,2013 AWARNING-Veriry design parameters and read notes on ihis Truss Design Drawing and inGuded DrJ Re(erence Sheet(rev.03-11')before use.Design valiU for use with MiTek conneclor plates only.This tlesign is based only upon parameters shown,end is tor an individual builCing component.Applicabilily � of design parameters and proper incorporation of the component is responsibildy of building tlesigner or owner of the irusses antl installer. Lateral resiraint aesignations shown on intlivitlual web antl chortl members are for wmpression buckling only,not torbuiltling staDilily bracing.Atltlitional temporary restrainV diagonal bracing to insure stability tlurinp consirudion is ihe responsibilNy of ihe installer.Adtlilional permanent building staGilily bracing of the overall structure is the responsibility of the building designer or owner of the trusses.For general guidance regaNirg design responsibilities,fabrication,quality control,storage, tlelivery,erection,lateral resiraint anA tliagonal bracing,wnsull ANSI/iPl 1,DSB-89 and BCSI(Builtling Component Satety Infortnation)available from ��uw(�C SBCA at www.sbcindust .wm. na� Job Truss Truss Type Oty Ply 3102 3 Car w/rear porch 17210825 B1308542 E-2 JACK 4 1 ProBuild Arlin on AAingto WA 98223 Jane Ferderer Job Reference lootionall 7350 s Sep 27 2012 MiTek Intlustries,Inc.Thu Sep OS 10:19:18 2013 Page 1 ID:Im00w9yxvv_Ecp4oTqQHopzY6K0-gy2GLVL5nShdKG?JJVNcU7BG16BTtE9plxvtGmtygiu7 i -1-0-0 2-0-0 3-5-8 � 1 0 0 2 0 0 �-.---____.__..._.__1 5 8._.____.__._—...____� SCale=1:10.4 3 � 4.00 12 d 13 a 2 � � 1 24 3x4 \\ 4 � 2-0-0 � 2-0-0 Plate Offsets(X YI: f2:Edae 0-4-61 LOADING(ps� SPACING 2-0-0 CSI DEfL in (loc) IIdeFl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 185l148 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2012/TPI2007 (Matrix) Weighl:8lb FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Strudural wood sheathing diredly applied or 2-0.0 oc purlins. BOT CHORD 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (Ib/size) 3=82/Mechanical,2=177/0-5-8 (min.0.1-8),4=15/Mechanical Max Horz 2=42(LC 4) Max UpIiN 3=-28(LC 8),2=-41(LC 4) Mau Grev 3=99(LC 2),2=212(LC 2),4=34(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All torces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-10;VuIh110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Bpsf;h=25ft;Cal.II;Exp B;enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical IeH and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf botlom 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)Reter to girder(s)for truss to W ss connedions. 5)Provide mechanical wnnedion(by others)of truss to beanng plate capable of withstanding 100 Ib upliN at joint(s)3,2. 6)7his truss is designed in accordance with the 2012 Intemational Residential Code sedions R502.11.1 and R802.10.2 and referenced standard ANSIlfPI 1. LOAD CASE(S) Standard �pSBPH p�i' w � �,�` �44' �'.�+t � P � �� .�`' September 5,2013 AWARNING-Veriy design paramelers and reatl noles on this Truss Design Drawing antl inclutletl DrJ Re(erence Sheet(rev.03-11')be(ore use.Design valid for use with MiTek connector plates only.This tlesign is�asetl only upon parameters shown,and is tor an indi�ritlual builtling component.Applicability � of design parameters and proper incorporation of the component is responsibilily of�uiltling tlesigner or owner of the trusses antl installer.Leteral restraint designations shown on indivitlual web antl chortl mem�ers are for compression buckling only,not(orbuilUing stabilily bracing.AddRional temporary resirainU diagonal bracing to insure stabilky dudng construction is the responsibilily of the installer.Adtlitional permanent building stabilky bracing of the overall sWClure is the responsibilily of ihe builtling tlesigner or owner ot t�e trusses.For general guidance regarcling desgn responsibilities,fabrication,qualAy control,storege, delivery,eredion,lateral restraint antl tliagonal bracing,consutt ANSI/TPI t,DSB-89 and BCSI(Building Component Safety Infortnation)available from M�u�nNG�LC SBCA at wwwsbtintlust .com. V V Job 7russ Truss Type Oty Ply 3102 3 Car w/rear porch 17210626 81308542 ' E-3 JACK 6 1 ProBuild Arlin ton AAin to WA 98223 Jane Fertlerer Job Reference o tional 7.350 s Sep 27 2012 MiTek Indusiries,Inc.Thu Sep OS 10:19:18 2073 Page 1 ID:Im00w9yxvv_Ecp4oTqQHOpzY6K0-gy2GLVL5nShdKG?JJWkU78G2HBTwE9plxvtGmtygiu7 � -1-0-0 i ___ 1 11 8 __ � 1-0-0 1-11-8 .-.-_.__—_ —_— Scale=1:7.8 3 4.00 �p 2 1-3 1 Z4 3x4 \\ 4 � 1-11-8 � 1-11-8 Plate OHsets(X.1�: f2:Edae 0-4-61 LOADING(ps� SPACING 2-0-0 CSI DEFI in (loc) Udeti Vd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.07 Vert(LL) -0.00 2 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.07 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 IRC2012/TPI2007 (Matrix) Weighl:6lb FT=20% LUMBER BRACING TOP CHORD 2x4 HF No2 TOP CHORD Siructurel wood shealhing directly applied or 1-11-8 oc puAins. BOT CHORD 2x4 HF Stud/Sid BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (Ib/size) 2=146/0-5-8(min.0-1-8),4=15/Mechanical,3=37/Mechanical Max Horz 2=30(LC 4) Max Uplift 2=37(LC 4),3=-14(LC 8) Max Grav 2=174(LC 2),4=34(LC 3),3=45(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less excepl when shown. NOiES 1)Wind:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDl=6.Opsf;BCDL=4.Bpsf;h=25fl;Cat.II;Exp B;enclosed;MWFRS(envelope) gable end zone;canlilever lefi and right exposed;end vertical leR and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This lruss 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 reclangle 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 iruss lo truss conneclions. 5)Provide mechanical connection(by others)of truss to beanng plate capable of wilhstanding 100 Ib uplift at joint(s)2,3. 6)This lruss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard �pS�H p� �,��o�a"��'�'� o,� , ,� �398 ��r �'��,�.�'`' September 5,2013 AWARNING-Verify tlesgn parame�ers antl read notes on ihis Truss Desgn Drawing and inGuded DrJ Reference S�eet(rev.03-11')before use.Desgn valid tor use with MTek connedor plates only.This design is basea only upon parameters shown,antl is for an individual building component.Applicability , of design parameters ana proper incorporation of the component is responsibility ot building designer or owner of the trusses and installer. Lateral restraint designations shown on intli�ritlual web and chord members are for compression buckling only,not forbuilding stability bracing.Additional temporary restrainV tliagonal brecing to insure stabilfly during construdion is the responsibilily otthe installer.AddAional permanent builtling stabildy bracing otihe overall structure is the responsibility oit�e Duilding tlesigner or owner of the trusses.For general guitlance regartling design responsibilities,fabrication,qualky wntrol,storage, tlelivery,erection,lateral restraint antl diagonal bracing,consutt ANSI/TPI 1,DSB-89 and BCSI(Building Component Safety Information)available from ��uw(Lc SBCA at wwwsDCindust .com. �� , i W� D � m y � • � y n"' Zc D � � D o � D N� � �� ,`�o, �`� Z D X y o � r � � Q � � � N m � II O m o o � n � Z � m �+ ��Q a � C � A � � O pv� � c.(Dp� C � �p 7 cp Q p_Q�p cD O y. 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TRU98 LOADING 20815 67th Ave NE hese trusses aze designed as individual building � omponents to be incaryora�ed into the build'mg design TCI.I.(PSF):Error PR��''d Arlington,WA 98223 thespeci8cationofthebuildingdesignecSeethe TCD� �rror dividual design shee[s for each truss desigi idaiUSed � Phone: 1-360-925-4155 ntheplacemaitdrewingThebuildingdesigneris BCI.��n�or � UILDER: ATE: CALE: espa�s�ble for temporary and pe��menan bracing af th HCD��rror oof and tloor system and for the overall structwe The esign of the vuss support structure including headers, TL�ror eams,walls,end colulms is the responsibility of the pe��L ROJECT: RAWN OB N: uilding designer.For general guidence regerding H'�"d�p h:rror 1'� racing consult'Bracing of wood trusses"available �,y 8��,�� om the Truss Plete Institute,583 D'Onifrio Dnee; Occurred DDRESS: 8 °�