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1442B Tuss Specs 11302012 -- _ -- �`� --- _ ---— -- -- - � - -- -_ _. _ --- ---- - . � ' � �,� � �.�-� � rrr� i m _ � i `!��. �R�t�F�j�t!^M R�.� t \SLCM2E � t � � \��j� fuT1111DPI.�M f v fttM1nicuo __._ � : ____ __ ss-oaoo �-r ` � �� -- --__ - _-- ___ _ _ — _---� I 'I Ii y� �^ �p ,� h �. �� { � � � � �i ;I� � .� �} � 1„I� � i I ' , I(V �t'7 . ,� � N , n- � ��,. o ilo io i' ;Io �° i ml, r °I �nl� $I o'I o o I ,- � I �--r � � `� o oI I o � I � � � . I � I SQ� I II �.,i' II' 'il II' I' I �I il 'I, I I I � S�� t�- �-. . II � II i O f I� II �� II I�i � I i I i S02 I _ i �� I � I I �i � i i � i I � � � � � i i � � i�i II SO I I ."' il _. 4 ,j�` — I ll :: I li I, I �� - AotAO2i �- � �- � I - � �c i� I ,- I i I� I i i � - I I�_ � � - � . � .� C�NSULT/NG cc c DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 Re: 61211198 Cherry Meadows 1442-B 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• I6166142 thru[6166165 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 vaiues for so�id sawn lumber.Design values(E,Emin,Fb,Fc,Fcperp,Ft,and Fv)for solid sawn lumber and approved,grade stamped, finger jointed lumber shall be as defined by the grade stamp prior to cross cutting and in accordance with the published values of lumber rules writing agencies approved by the Board of Review of the American Lumber Standards Committee in accordance with the latest edition of ANSI/TPI 1 Section 6.3. ��f� �� , �� t.�s�,��'�c+� � � �� ` � � "� c�` November 30,2012 Ryan J. Dexter, P.E. The seal on these Truss Design Drawings indicates acceptance of professional engineering responsibility solely for the truss component(s)depicted on the individuai Truss Design Drawings. 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 ANSUTP[ 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. - - , _ _ _----_------------ i Job � ITruss �Truss Type ``ary 'Ply rCherry Meadows 1442-8 I 1616814� I ProBudd Adin on,Adin ton,WA gAO' _ __. CALIFORNIA TRUSS I2 � I - -- 1- - �--- --- --- -_ _ _IJob Referen_ce(opt{ona11 -___ -- gt g 8223,List] 7 250 s Aug 25 2011 MiTak Industnes,Inc. Thu Nov 29 12.25 54 2012 Page 1 ID:Sem?nA2cgcSSy9TnQsSz2ryENwQ-KpHZCNct S4Mr23fY2eu14lfhtkl6jyRsI�rSDhyEK58 &1-2 511-11 30.515 &1-2 ��.-1E-Q i.__. _5�4-.L__ _.__`t7r1 ____. . 12-9-Q______- _i..__ .___1B-9-Q _____ � __... 240.9_.__.....____�____ - _ ...30-43___-___ 3�i�','�L_-_.___36Qr.4- __....+37$4_{ 1-6-0 5-6-1 0.1-1� 6-0-5 � 6-0.0 60.0 6-0.5 � 0-]-14 &61 1b0 OJ-11 0-1-12 Scafe=1:66.3 5.00��12 5�c6-= Sx8 = 2x4 II 3x10 - 5x8 = 5� � I . -� �t_ � _ ,� �_ .,�_5 �a 6 � t� � r� ��_ 4 7 F �I N! / /..'�- I�� '_,/�.+1 ;= '� \ ----I� �r � P�'f}' ��°� � -- �\�,��, ;Iv I -�� - � � 2 , � �� - �-- � �� s �w , � i�,� ,�� - ��-�- - __ ��--- : �� - --- ��I : __ \` __ Job -..�—� .. 'Truss rTruss T e Q - , i I yp I ly �Ply- �rcherty Meadowe 1442-8 16166142 Bt211198 ' �A01 ICALIFORNIATRUSS �2 � --- __ � _- __---—--- 1 _._. - - - _ -- __— �_ _ ...._ 2--Jo6 Refer�ce(optionalZ_ 'ProBuild Arlinglon,AAington,WA 98223,List� 7 250 s Au@ 25 2011 MiTek Industries,Inc.Thu Nov 29 1225:54 2012 Page 2 ID:Sem?nA2cgcSSy9Tnas5z2ryENwQ-KpHZCNc1 S4Mr23fY2eu14�fhtkl6jyRsIQrSDhyEKSB NOTES 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top ancllor bottom chord. 14)Hanger(s)or other connecdon device(s)shall be provided su�cient to support concentrated load(s)315 Ib down and 91 Ib up at 30-4-3,and 315 Ib down and 91 Ib up at 5-7-13 on top chord. The desigNselection of such connection device(s)is the responsibility of others. LOAD CASE�S) Standard 1)Regular:Lumber Increase=1.15,Piate Increase=1.15 Uniform Loads(plf} Vert:1-3=-70,3-8=132,8-10=-70,2-9=-30(F=14) Concentrated Loads(Ib) VeR:3=-315 8=-315 y,� WARNING-Vedfy design parameten and read notes on thie Truss Deaign Drawing and includad DrJ Reference Shaet(rev.0&11')before use.Design � � , valid for use wdh MiTek connedor platee only.This design ia based onty upon paremetan shown,and is Por an individual building component.Appliwbility I , il of design parameten and proper incorporetion of tha compor»nt ie responsibiliry of building designer or ownar of the Wssee end installar. Lateral restraint I I I designatione shown on individual web and chord memban are for comproe�ion buekling only,not forbuilding stabiliry bradng.Additional lamporary restrainU diagonal bracing to insuro stabiliry dunng wnstrudion is the responsibiliry of the installer.AddiGOnal permaneM building stabiliy bradng of the overall sWCWro I I is the responsibiliry of the building daeignar or ovmer ot the trusses.For generai guidance regarding design responsibilitiae,fabncation,quality control,storaga, dehvery,erection lateral restramt and diagonal brecing,consult ANSIffPI 7,DS&89 and BCSf(Building Component Safety Information)available hom �� I coNSUCnnro«� � � ..__. SBCAatwwwsbcindustry.com. . . .. _..__. .. _.. ._ . ._ .. . . _... .. __... _.__.. .___. ..f._ . . . .___ _. . _._�_- -___ � iJob .- --- iTruss TrussType - ---__ ____ ----,Qty 'Pty �cnerryhneadowsiaa2-e _ __.--- ---- --------___._, I I I I I6166143 �81211198 �A02 ICalifomia Truss I 2 ( 1 .ProBuild Ariin toeo;Zdin�ton,Wn 9e223,List �� ID:Sem9nA2cgcSSy9T ob Reference�optional)__ j __-- - --- - �--- - ---- .__. . ..._-___. 9 9 ] 50 s Aug 25 2011 MiTak Industries,Inc. Thu�Nov 29�1225.55 2072 Page 1 nQsSz2ryENw�o?ryPjdfDOUifCEkbLPXdZBqo8g7SK1?X4a017yEK5A 7-11-11 2&42 b1-2 �,_-�6Q..t_ ... .._.7.-2-14.. ---- �--MI+.- __._._.14-4-t5._---._ ..�---_ __.-_2t.7-t_. .._._ -_+___. _..__.._28-P�-----. _. 2�1�.- . .__7640---_-_.. ..._..�J7-k-Q_I � 1-GO 7-244 1{ 6-5J 7-2-1 ' 6-5-� �0.3-11 7-2-1{ 1-6-0 0.3-it 0.s-14 SC21e=1:66.3 @c6 % 5.00;12 3x4 -= 3x8 -.--. 3x4 �=- 6x6=� 3 � Q F-] __ 3� _.F1 4 Fv a1_ �z7 5 _ 4 8 ._;zs� _ ��'_ �. +�� - _ .� C� '.. Ni � /i - \'\\ /� ��\ . _. // �}��\\ r�_ -. - \\\\ I / � � \ I [h� � i \\ // \\ � \� - �\\ �'` I� I 2�j� / \ // _ __ . _." _ - ___' __ \-� 8 .\ \� � � // . , � ( \ ' " __ _. _- - _. _ 'xzl q11 � $ �" __ ._ _..__ � ."_ _...- _._- _. _._ _.._ `� '�-��,� 9 E�� O �_, � J .__ ._..__ _.. -_... 5�-- .". � .,._,,�� 12 11 10 5x6--:' 4x4 -- Sx12 MT20H-_= 4x4�_ &1-2 &1-2 i.__._._. __--_._ &3-14___ .__-�__-_ �.___- ____.__18-40-__-_. ___-_-__} ..__. _.28-&2 .__-_. f___- __-____ _3_&0.0._ ..__._______-I - - ____-_--9-3-14_.------.- __... - ___._&&2----._ ._-_.-- --B'8'Z --------- -__----------- 9-3-14.. .------ ..___. _ --.._... Plate Offsets�X.Y�;__(z:o-z-s.Edge��s:az-�2�o-�0��:o-z-�z.o-�-oy_�a.o-z-s.Edge��tas-o,a3��- -___ _ __.__.----------- --------- -_------ --- _ :_ r -_ ___-- ----- f __ - ---- __. _--- --- --- _ LOADING(ps� I SPACING 2-0-0 I CSI DEFL in (loc) i/defl Ud PLATE3 GRIP TCLL 25.0 Plates Increase 1.15 TC 0.96 Vert(LL) 0.48 11 >927 240 MT20 185M48 TCDL 10.0 Lumber Increase t.15 � BC 0.83 Vert(TL) -0.98 10-11 >436 180 MT20H 139/111 BCLL 0.0 ' Rep Stress Incr Yes WB 0.93 � Hoa(TL) 0.27 8 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) � Weight:122 Ib FT=20% ----- - __ _... ..___,----- _ � _- . _ _---- _----- .i---- --_ ____ ----- -._ LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORD Structural wood sheathing direcUy applied,except BOT CHORD 2 X 4 HF No.2 2-0-0 oc purfins(2-9-2 max.):3-7. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 2=1649/0-5-8 (min.0-2-11),8=1649/0-5-8 (min.0-2-11) Max Horz2=39(LC 6) Max Uplift2=-80(LC 3),8=-80(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3293/157,3-4=-3355/149,4-5=-4360/223,5-6=-4360/223,6-7=-3355/149, 7-8=-3293/157 BOT CHORD 2-12=-93/2952,11-12=-207/4290,10-11=-206/4290,8-10=-88I2952 WEBS 3-12=0/882,412=-1199/145,6-10=-1199/145,7-10=0/882 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.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)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 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 will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing piate capable of withstanding 80 Ib uplift at joint 2 and 80 Ib uplift at joint 8. 8)This truss is designed in accordance with the 2009 international Residential Code sectlons R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��3��H �.F'�, � LOAD CASE�S) Standard ,�,"�.�'C3��'� �'�,��•�i '� �8398 �` 1� ��tAL�� November 30,2012 'i� � WARNING-Varify design paiameten and read notas on t�is Truse Design Drawing and inctuded OW Reference Sheet(rov.03-i t')bakra use.Design i valid for use with MiTek connedor platas only.This design is based only upon parametars shown,and ie for an individual building componenl.Applicabiliry � , of dasign paremeters and proper incorporatlon of tha componeM is responsibiliry of building designer or owner of the trussas and installec Laterel restraiM I , designations shown on individual web and chord members a/a/or compres3ion buckling ony,not forbuilding stabiliry brecing.Add'Aional temporary restreinU �I diagonal brecing to insure stabiliry during wnslrudion is the rasponsibiliy of ihe inslaller.Addillonal permanent building stability bracing of the averall sirvcturc � i is tha responsibility ot lhe building designar or owner of the trusses.For ganeral guidance regarding design responsibilitiee,fabrication,qualiry control,storege, il delivery,erection,lateral restraint and diagonal braeing,wnsult ANSIITPI t,DS&89 and BCSI(Building Component Safety Information)availabb Bom CQ�u��NQ LLC SBCA at www.sbcindustry.com. I . . .... . ._ ._._... _ ..___ _._. . ___.. _ . ... ..__ ....... ._.__ __.. _.._._.. . _ . _....... ...__. _..... _. . .. ._ � ---__ � -_ - - ---— _ _ IJob • �Truss ITrussT e . _i _� � _---�-- ___.. -- -------------- � � YP Qry PY I cneny Meadows iadz-e � 16166144 ��81211198 ' IA03 ICalifomia Truss 2 1 � i i i �ProBuild Adin on,Adin ton,WA 99223,List -. . .. -.-- ----.-.---g-.___y_._. 7 Z�'�,Job Reference{optionalZ_ ' . } ID Sem?nA2c+SS 9TnQsSz2ryENw� - - . . � '2 5 2011 MiTek Industnes Inc.Thu Nov 29 1225�56 2012 Page 1 5� 9 ] 50 s Au Z GCPKd3eH_hcZHMpw93wmAmk60Y2kBm 9�kKZHZyEK59 i'18� 6-2-13 9-frt 4'(i-�11 15-0-15 20.11-1 28-0-5 28,5-15 249-3 ._-+ _ -__36-0.0 _. ��'�3/-60 1 �1-&0 r fr2-13 3-3-4 0-�10 5-1-4 5-161 51-4 0-�5-{0 3-3-4 6-2-13 1-60 Scale=1:66.3 5x6 '= 3x4 �= 3x4 -- 5x6�� 5.00;12 q 5 6 � � �Sl _ G4 �1- ?v .... ^� -_��ti ,7� � � � 2x4 � . k+��--- __ /�.p� -- �-� � -- �-- ;A 2x4 � I ; /3'� _:: i I ,' \� /!\;\ i I 8 �i � �j� \A �� ,A � � �� vi `y -' �\ I I /i! \\ �/ \�� '�\`�� ,t t-- �t� - -- -- ��-� --- ' o � � 2 � � ��/ � �� 9 '�q -- .__. ..-_-.- �/ _ ... .... __ _.�'-� _ __ __. r.� -_ _... �_". �� t0i�f _.. .---_ ._ — --- ---- ._.. __.- --- -- ---- -� 1�- ' ° ;� 's�, [� \ a 5x6 -..- 13 12 11 Sx6-_ 3x8-- 3x8 -- 5x8=- &1-2 8-1-2 9-2-14__..__ 9 1 18'0-0 _..___ 2&515._-____- .26; 2_ --- 36-40 --- _... _._ ._- --- -_. _. ---- � .42•14_. --- 0 2 �..� -..8-r.15_____ .. ...� _._ &5-15 _..._ 0-�3�2_ .... &2-14._ I _.____ . .____ _ . . _.. .__. -Plate Offsets(X Y�:_[2:0-2-5.Edge]�[9:0-2-S,Edge],j12:0-4-0.0-3-�1-.-== --- .__ __ ___ .--- --- --— -- --- __-- ____ - - _- ----_ -__------— ____-__-- _ _ --- --- ; i f LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.55 ; Vert(LL) -0.35 12 >999 240 MT20 185/148 TCDL 10A Lumber Increase 1.15 BC 0.67 Vert(TL) -076 12-13 >558 180 I BCLL 0.0 ' Rep Stress Incr Yes W8 0.91 Horz(Tl) 0 24 9 n/a n/a � BCDL 8A 1 Code IRC2009/TPI2007 1 (Matrix) 1 Weight:135 Ib FT=20% _ ___- -- --____ _-- -- _ -__- t ______ __ _-- - ----- -- _ ._ ___ -- -__ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2 X 4 HF No.2 2-0-0 oc purlins(2-8-8 max.):4-7. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=1849/0-5-8 (min.0-2-11),9=1649/0-5-8 (min.0-2-11) Max Horz2=46(LC 5) Max Uplift2=-70(LC 5),9=-70(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3239/114,3-4=-29781111,4-5=-2714/111,5-6=-3448/157,6-7=-2714/111, 7-8=-2978/111,8-9=-3239/114 BOT CHORD 2-13=-59/2894,12-13=-108/3401,11-12=-106/3401,9-11=-49/2894 WEBS 4-13=0/755,5-13=-948/98,6-11=-948/98,7-11=0/755 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever ieft and right exposed;end verticai 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 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. 6)Provide mechanical wnnection(by others)of truss to bearing plate capable of withstanding 70 Ib uplift at joint 2 and 70 Ib uplift at joint 9. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ��s�N j� LOAD CASE(S) Standard � �� yY� ��l'� $` '�+ �,�.�'¢ � ?'� '� i�� ' �'��DNAL�fl � November 30,2012 �, i '� WARNiNG-Venty desgn pa2meters and road notee on this Truss Deeign Orawing and included DrJ Raference Shee1(rav.03-11')beforo use.Design � I valid for use with MiTek connedor plates only.This design is based only upon pa2meters shovm,and is for an individual building componenL Appliwbility i , j of design paremetero and proper incorporation ot the companent is responsibility of building designer or owner of tha trusses and installac Lateral restraiM i designations shovm on individual web and chord memben are tor compression buckling onty,nM forbuilding stabiliry breang.Additional temporary restrainU , diagonal bracing to insure slabiliry during construction is the reaponsibiliry of the installer.Additlonal partnanent building stabiliry bracing of the overall structure I' � is Iha responsibiliry o�the building designer or ownar of the trusses.For generel guidance regarding design responsibililies,fabnwtion,qualily control,sto2ge, I CONSULTINQ LLC I ; delivery,erection,laterel restraint and diagonal bra�ng,consult ANSI/TPI 1,DS&89 and BCSI(Building Component Sa(ery Information)available trom ' _ SBCA at www.sbdndustry.com . _._ .. . .. . . __.... __. __ .__. ... _. ._. ... ._ .... ___.. . _. _ ...... . .__. .. ...__. , __.. .... .. ____.. __. . _ � ' ---- ---- - - _ >_- iJob Truss iTruss Type . - �Qh iPty !cherry MeaEowsl4az-8 isiss�as i 81211798 IA04 ICalifomia Trusa 2 I 1 ' . l _ _- 1 _-_ -- �- -L__ Job Reference(optionalZ _- ___._ ---- -___ ProBuild Adington.Adington,WA 98223,Ust] 7250 s Aug 25 2011 MiTek Industnes,Inc. Thu Nov 29 1225:58 2012 Page 1 I D:Sem?nA2cgcSSy9TnosSz2ryENwQ-CaX41 kfX WJsH WgyJHTzEFBpMUMIyfq2SD2pgMSyEK57 &1-2 11-11 d 1 2M9-2 8-�'Z ,�_-1-6-0_�_._...___—_�11-fi __.._t _..__11-29t__..- _itd-!1_.— 19-_U-Q _____.___� ___... 24-0.�___ . __..24:H3� __.JO-O-LO___ _.__. i _____—_a�-Q-O.._._______riZdrO._{ 1$0 Si1S 5-J-9 0-�-1/ &0.5 60.5 0.1-�t S}9 5-11-8 1-6-0 aa-�4 o-aia Scale=1:66.3 5x10 -% 2x4 I� 5x10 � r -- ..� ..._� � x -k �T6. 5.00 I12 � .�-1_ .'�1 7"- � .. r ��— --- � o" { __ _ �� 2%4� �� i� �% A �� 2x4�' � 3 �' � �� i= � ' � �s� � �� I I i� �� ;� , � �, �� i -� , i I � = / �� j� �'� ;% j� � , � � � � � z .- �� \��= ��. a � , — __ _ _-- � __ __ , ,� � .�,, s ---- �a.� __ -- _ - s o ,; - _ __ __ �. �. �o� __- -- - - _ _. __ _ _ _ _-- - �, � ,o -- 5x6 = 12 1t 5x6 =\ �� 3x4 -- Sx8 -= 3x4 = &7-2 &1-2 j _ 9-3-.�4__.. ._.... � ___._ .._...180-0__._--__ .. .F 26-&2 ._------- ..f- __.._. 36-40- - -_.I -_ _. .. . . _. __ .-_-- - __ _.. &3-14. __ .... ._._ ._.8&2--- -- -- ,- &&2 ____ .._ .__.._ 93-14_ .--- Plate Offsets{X,Y�:_[2 0 2-5,Edge],[4;0,3-4,0.2-4],[6 0-3-4 0-2-4J�[8;0-2 S,Edgel,[11 0-40,0-3-0�__ _- --- -- - -_ ____ -- - _ _ _- r - - _ -- _ ___ __ _ -- . __ J __ - -- — -- ---- LOADING(ps� SPACING 2-0-0 � CSI I DEFL in (loc) I/deB Ud PLATES GRIP TCLL 25.0 Plates increase 1.15 TC 0.94 Vert(LL) -0.29 11 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.65 11-12 >652 180 BCLL 0 0 ' Rep Stress Incr Yes W8 0.27 Horz(TL) 0.20 8 n/a n!a BCDL 8.0 Code IRC2009/TPI2007 1 (Matrix) Weight:136 Ib FT=20% _--_ -__ __ _----- ___-- -- - - __ - _ __ __ _ ---- .i -- -- .. ----_. _ __— - LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORO Structural wood sheathing directly applied or 2-7-4 oc purlins,except 80T CHORD 2 X 4 HF No.2 2-0-0 oc purlins(2-2-0 max.):4-6. WEBS 2 X 4 HF Stud/Std'ExcepC BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3:2 X 4 HF No.2 REACTIONS (Ib/size) 2=1649/0-58 (min.0-2-11),8=1649/0-5-8 (min.0-2-1t) Max Horz2=-54(LC 6) Max UpIifY2=-80(LC 5),8=-80(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 2-3=-3272/82,3-4=-2910178,4-5=-29341132,5-6=-2934/132,6-7=-2910/78, 7-8=-3272/82 BOT CHORD 2-12=-52/2930,11-12=-13/2453,1 0-1 1=-612 4 5 3,8-10=-19/2930 WEBS 3-12=394l122,4-12=0l442,4-11=-38/744,5-11=-559/120,6-11=-38/744,6-10=0/442, 7-10=-394/122 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 B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 ptate 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 on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)oi truss to bearing plate capable of withstanding 80 Ib uplift at joint 2 and 80 Ib uplift at joint 8. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �,��'�� ,� 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� qj,� �7'�, LOAD CASE(S) Standard �' ' � � O� > �� e''� �� November 30,2012 y� WARNING-Veny dasgn parametars and reaA notas on this Truss Design Drawing and included OrJ Reference Shaet(rav.0371')before use.Design � �I� valid for use wdh MiTek connedor plafes ony.This design is basad only upon parametero shown,and is for an individual building component Appliwbiliry i � I ot deeign parameten and proper incorporation of the component is responsibiliry ot building designer or owner of tha Wssas and installec Lateral restraiM �- ! tlesignaUons shown on individual web and chord mambers era for compression buckling only,not krbuilding stability bracing.Additional lemporary reetrainV I I � diagonal brecing to insuro stability dunng construdion is the reaponsibiliy of the installec Additional permanenl building sUbility bre�ng of the overall structure is the responsibdity o(the building designer or owner of the Irusses.For genaral guidance regarding design rasponsibilities,fabrication,qualiry control,storage, i ,-; � I i delivery,eredion latarel restraiM and diagonal brecing,consult ANSI/TPI t,DS&89 and BCSI(Budding Component Safety Information)avadabla from CONSUITIN�LLC ',. _ .SBCA at vnvw,sbGndustry.com � . . __. .. ...__.__ . ..___. ._.._ . . __... . .._.. . . I I ' __---- � ------ - - __--- -.___._ ..____--- .__--•- ---- _Y.__. _.----- ---- ----- -------- _ ___. . i IJob - ITruss Truss Type IQtY TPI Cherry Meadow�laa2-B � I I � � __._. ._.._.__ ___._ 16166148 I i 81211198 A05 Califomia Truss 2 � _{ Q__.__Z_ ____._1 9� s ] - i_. . .. - _ ID:Sem?nA2cgcSSy9TnQiJob Reference o tional � __ � _ __ - �ProBwld Ariin on,AAin ton,WA 98223,List 50 s Aug 25 2011 MiTek Industnes,Inc. Thu Nov 29 1225:58 2072 Page t sSz2ryENwQ-CaX41 kfX WJsH WgyJHTzEFBpMqMkifptS02pgMSyEK57 &1-2 1111-11 zz-&2 &1-2 �_-L60.�......._. __5-11-@ _..._.__f..__—_ _...13-2-14. __13�7J� ___...18-0.4_____-I __. 22-0-�__._ 22j�_'7+ ____ 2&P10____ ._..i__.__---3@-0-4___-_ _..�77-6-Q..� 1-6-0 6-11-8 6-19 0-4-14 405 4-0-5 0.3-14 6-19 � 6-11-6 1-6-0 o-ii+ 0.41{ Scale=1:66.3 5x8 ;= 2x4 �' 5x8� 4 6 � ::� � 5 �t . i I � 5.00�12 �� ,� y - �. I' i \\ ///,n, � ,� �,;�\� I i 2x4 !� ��" \ 2x4�/ � �� 3 � � �V� �/ � ' � 7 �4 - I � � , � ,- , � � / �� \\ � � �o �b �� //� � /"�. � � ,� A� / j � / ;� , �� .� � ��;� � � � � � 2 - � � �� , � � �� i A, �� , e � � �.,�_ �Il� I ��ii.- . :: _- �' _ --- --_ __�A -- - y.��._ = - - t��,�9 ��1 • � _ 12 13 14 �� 15 16 10 .. '-�_� o 5x6 4x4 .::� 6xB �-�� 4x4-- &1-2 8-1-2 I ._.. 9-3-14..___ { . ._18-O-0 ..__.__ ......_ . 28-&2 .__—.. 36-40 -------_ .. .. ___.. ._. ._. -- - �-i - �._-- __ . ...� __...._- -------- .__ 9-3-14___ __ 8-&2 _-_--- ---� &8•2--_.____ ___ _. 93-14._ _-____ ___ _ _._ Plate Offsets(X,Y�_[2:0-2-5.Ed9e1.[4_0-3-4 Q,2-8],[6'Q-3-4.0-2-SJ.[8_0.2-S,Edge]�[11:0-40.Edge�--- - ------- _.______ ______ __---- ---_ _ _____ _ _ _-- _- __ _� _ - , . -- - _ - ___ - ----- , __ _ _ ____ __. _ ._' LOADING(ps� I SPACING 2-0.0 i CSI I DEFL in Qce) I/defl L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.41 11-12 >999 240 I MT20 185/148 TCDL 10.0 Lumber Increase 1.15 j BC 0.70 Vert(TL) -0.76 11-12 >563 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.35 Horz(TL) 0.21 8 n/a n/a BCDL 8 0 Code IRC2009/TPI2007 (Matrix) ; Weight:t38 Ib FT=20°/a _ _ __ ___ �_____ - --- ----_ ___ _._ , ____ ___-------_ ---- ---____1---- _ _ __ ___ _ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD SVudural wood sheathing directly applied,except BOT CHORD 2 X 4 HF No.2 2-0-0 oc purlins(3-2-11 max.):4-6. WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling diredly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 2=1755/0-5-8 (min.0.2-14),8=1755/0-5-8 (min.0=2-14) Max Horz2=-61(LC 6) Max Uplift2=-90(LC 5),8=-90(LC 6) FORCES (Ib)-Max.Comp.lMax.Ten.-Ali forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3522/96,3-4=-3204/85,4-5=-2738/81,5-6=-2738/81,6-7=-3204/86,7-8=-3522/96 BOT CHORD 2-12=-71/3152,12-13=012471,13-14=0/2471,11-14=0/2471,11-15=0/2471, 15-16=0/2471,10-16=0/2471,8-10=-10/3152 WEBS 3-12=-446l135,4-12=-16/677,411=-4/589,5-11=-404/78,6-1 1=415 8 9,6-10=-16/677, 7-10=-4461135 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 8;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 piate 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 on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit beriveen the bottom chord and any other members,with BCDL=8.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 2 and 90 Ib uplift at joint 8. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixiry model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depid the size or the orientation of the purlin along the top and/or bottom chord. �'L��H b,��. LOAD CASE(S) Standard ° �,^k,�,C3�� tf�,,��.�f � •,� ,, �� ,;�� ,�,��4 November 30,2012 ��I�s „� WARNING-Verify design parameters and read notas on this Truse Design Drawing and included DrJ Referonce Shaet(rav.03-i i')before use.Dasign i � � valid for use with MiTek wnnector plates only.This design is basad only upon parematers shown,and is!or an individual bwlding component.Applicability I , �I, ; ot design paremeten and proper incorpora6on o!the component is responsibility of building deaigner or owner of ihe trussas and installer. Lataral restraiM �'� designations shown on individual web and chord members aie for eomprassion buckling anly,not forbuilding stabiliy brecing.Additional temporary restrainU I , � diagonal bracing to insure sta6ilily dunng construdion ie the responsiGlity o(the installx.Addilional pertnanent building stabiliry brecing of the overell structure � , ; is the responsibiliry of the building designar or owner af tha trusses.For ganaral guidance regardinq design responsibilities,fabricalion,qualiry control,storage, ;�� I ide6very eredion,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DS&89 and BCSI(Bwlding Component Safey Infortnation)avaitable from CONSV�nNQ LLC I , _ .SBCA at wwwsbcindustry.com �Job_-_-'— — ITruss- -__ _ _ _iTruss Type -_._.__---- -____ ___I Qty_---`Pty -I cherry Meadows�442-e � i' , istsa�a� B1211798 A06 ICalitomia Truss 12 I 1 I , _______ ___ �__ _._ _ ._-----1_ ___ __ ._-- --__ _---.--- ------� ---1---.--�Job Reference(optionall_ ProBuild Adington,AAington,WA 98223,List) 7250 a Aug 25 2011 MiTek Industries,In¢�Thu Nov 29 72:25:59 2012 Page i & Z ID:Sem?nA2cgcSSy9TnQsSz2ryENwQ-hn5SF4gAHc788qXVqBUTnPMZD13eOlUbSiZDuuyEK56 isii-v zo-s-2 8-�-2 �.-�ao F_ --- z uk ___ _---+---- -is-z-t4___ _-- ts'71�--._.zao-s �--.. - __ 4 --- -- -- �z-�a� _ 20•�.J ._.28-41Q _.3fr4-4._.___._ . 1 1-60 7-11� 73-9 0-j-14 40.10 �0-�-�� 7-J-9 7-1b6 ' 1-6-0 a�-u o+u Scale=1:66.3 Sx8 % 5x8 � 4 I . �d_ i�-_ � � � I I 5.00:12 /j%j�\\ /�� `, I � � 2x4 \� , �� 4 // �� ;. �II � '3 / / \\ // \\\` �, \\ I�� i i ,.�� i j � ' \ j �� // \ ��, i � , � � � I i � ! II q11 z ( / \Ya.,� -- � / -- _ - _ \\ _ - ��`_\ � 8 �i . � .._ ---- � -- -- _. ...,. --- - ._ . Iq � �� 11 12 13 10 14 15 9 ��---- �� o 5x6 - 5x6 '" 4x4 -= 5x10 -- 4x4-= &t-2 8-1-2 � 9-3-14---------__ _�..._._..- -----1.840_.__.___ 28-&2 __.. 3¢0.0 .__ __ .____.�--f-- -___. . _.__.----_.___..-I --. -___.9-3-1�-__ ._.__ _------- e&2_.....--- .___ ._. &$-2 __.__._ _------- ---._._ 9-3-14.- -_._.. ....___----_._---- _Plate Offsets(X.Y�__[2.0-2-5,EdgeJ [4;0-2 12.0-2-4j,[S:Or2-12.0-2-4j�[7_0-2-5�Ed9?1�L10:¢Q O.a3-0j_------ _---__------------------ -____.. _------------- __ r _ _--� ___ -_ __ - -- - ___ ---- ------- _ -- ----_ - --- LOADING(ps� i SPACING 2-0-0 � CSI ` DEFL in (loc) I/defl Lld PLATES GRIP TCLL 25.0 Piates lncrease 1.15 TC 0.81 Vert(LL) 0.40 10-11 >999 240 MT20 185/148 TCDL 10.0 � Lumber Increase 1.15 BC 0.72 Vert(TL) -072 10-11 >596 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.19 I Horz(TL) 0.21 7 n!a n/a BCDL 8.0 , Code IRC2009/TPI2007 (Matrix) Weight:135 Ib FT=20% - -- _ - ---- __ _ ----- ---- -- --- __ - ---__-------- LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.SE'Except' TOP CHORD SVuctural wood sheathing directly applied,except T2:2 X 4 HF No.2 2-0-0 oc purlins(3-48 max.):4-5. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 HF Stud/Std"ExcepY W2:2 X 4 HF No.2 REACTIONS (Ib/size) 2=1788/0-5-8 (min.0-2-15),7=1788I0-5-8 (min.0-2-15) Max Horz2=68(LC 5) Max Uplift2=-99(lC 5),7=-99(LC 6) FORCES (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3567/112,3-4=-3351/146,4-5=-2419/79,5-6=-33511146,6-7=-3567/112 BOT CHORD 2-11=-8613187,11-12=0/2353,12-13=0l2353,10-13=0/2353,10-14=0/2353, 14-15=0/2353,9-15=0/2353,7-9=-18/3187 WEBS 3-11=-509I153,4-1 1=-7 319 2 7,410=-91372,5-10=-9l372,5-9=-73/927,6-9=-509/153 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantitever left 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 psf bottom chord live load nonconcurrent with any other iive 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 beriveen the bottom chord and any other members,with BCDL=B.Opsf. 6)Provide mechanical wnnection(by others)of truss to bearing plate capable of withstanding 99 ib uplift at joint 2 and 99 Ib uplift at ioint 7. 7)This truss is designed in accordance with the 2009 International Residentiai Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI L 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. +�U��H b 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `�� q�j�, ��'�� LOAD CASE(S) Standard � �; �� 'P�' 4�� +iAL�� November 30,2012 � WARNING-Veny design paremetere and read notas on this Trvse Design Drawing and irxludad DW Raference Sheet(rav.03-11')beforo use.Design i , � valid for use with MiTek connector platee only.This design is based only upon parametere shown,and is for an individual 6uilding component.Applicability , I of design pa2meten and proper incoryorallon of the wmponent is responsibility of building designer or owner of the trussee and installec Lateral reeVaint designations sMwn on individual web and chord members aro Por compression buckling only,not forbuilding stabiliy bracing.AddRional femporery restrainU i diagonal bracing to insure stability dunng construdion is the responsibitiy ot the instalix.Additional partnaneM building stabiliry bracing of the overall structure ! is the rasponsibiliry ot the building dasigner or ownar ot the tnissea For general guidance regarcling design responsibililies,fabncation,quality control,storagq . �I delivery,ereaion,lateral restreint and diagonal bracing,consWt ANSI/TPI t,OS&89 and BCSI(Building Componant Saiery Information)available hom CONSULT/NG LLC I , . SBCA at www.sbandustry.com -� . ._.. . . . _ . _... _. _._... ______. .._ _ __._ . . ..__ ....._.. _...._ .... .. ..._ _.... ._. .. . ___ _. _..__ .___. .._. .... _ . � - ---------�-- :Job • ITruss Truss T e Q �Ply i cnerry Meadows taa2-e � � YP H �. . . __ Istsst48� 81211198 ' IA07 Common Truss ,9 ' � I _ _____ 1 i__ _ ---- _ --- -- Job Reference(optionaQ- ---- ---- ---- --- ProBuiW Arfington,AAington,WA 98223 List] 7 250 s Aug 25 2011 MiTek Induatries,Ine.Thu Nov 29 12:26:00 2012 Page 1 ID:Sem?nA2cgcSSy9TnQsSz2ryENw�-9zerSQho2w7 m 6hOu�iKcvoL9R87b1 h�'!�nQLyEK55 i-6-��Z 6-53 i2 2 10 .. 18-0-0 23-&6 29513 36-0-0 �'37-6-0 I - �---- --- ---i--___ ---__ _< - - --- -____-+--- _ - -_-----�- - -- ------ 1-6-0 6-5-3 5-36 5-9-6 5-9-6 5-48 - _� __.__-. 65•3 .....}180 { Scale:3/16"=1' 5�c8 I I 5.00��12�- 6 1 , �°� , ;-'� ,�., 3x4% � ��_ 3x4� 3x8% 5 =' � � � >�� =� � 3x8 �� d 2x4 : ;��-'� // \�� /j/ \\��.� 2x4 i i , � � � 3 i'j-, �� /j� �� 9 "lv / \ %// � /�'��\ , � /// / \ � 2 � . �.�� \\ / \\ I i /j \ � // _`\\ � � �' � I A �`J�._. �w �/ \�� \\� � i f. - -- -___ _ 1_:�E� -- - _:_.� — �t ,, it�� __ __ _, . I �' . .� _ -- _ -- ri' -� 14 1z �: �� 5x6 �- 13 5x6 �� 3x4 '-- Sx8 _-� 3x4=�` 8"1'2 &t-2 � _..._9-3-14______ ...__. ... 18-0.0____.._. .._28-9-Z__--- � . 360.0 __. . f ----- -- - ....f___ _ _�._. --- --_. -----I ._---_. .._. ___9-3-14-._. _-------- -_.._ __8-8-2 ....._- __-_ __.. _.8-&2 _.._._ .._- .._ 93r.14 ._ _._ . .__... - _ _ Plate Offsets(X Y�_�2.0-2-S,EdgeJ�[10_0,2-5 EdgeJ�[13:0,40,0-3-0]._ _-- __ --_- - - - __ -- -- , _ - - ... __.. --- _:_—. .._.. ._.__ :._�.. ___—_ ____..- ---- — ._— -- — . . __— .._. ---- ----- LOAOING(ps� � SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) 0 25 13 >999 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.64 � Vert(TL) -0.59 13-14 >722 180 I BCIL 0.0 ' Rep Stress Incr Yes WB 0.88 Ho2(TL) 0.20 10 n/a n!a BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:140 Ib FT=20% _--- -- -- 1- - -- .--- - _- _ _ --- - -. _. LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-4 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`ExcepY W4,W3:2 X 4 HF No.2 REACTIONS (Ib/size) 2=1649/0-5-8 (min.0-2-11),10=1649/0-5-8 (min.0-2-11) Max Horz2=77(LC 5) Max Uplift2=-109(LC 5),10=-109(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3248/141,3-4=-2912/104,4-5=-2833/120,5-6=-2051/115,6-7=-2051/115, 7-8=-2833/120,8-9=-2912/104,9-10=-3248/141 BOT CHORD 2-14=-130I2904,13-14=-54/2383,12-13=0/2383,10.12=-54/2904 WEBS 6-1 3=-1 811 1 41,7-13=-775/121,7-12=0/480,9-12=395/113,5-13=-775/721,5-14=0/480, 3-14=-3951113 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.il;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;�umber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed 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.Opsf on the bottom chord in all areas where a rectangle 3-60 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joint 2 and 109 Ib uplift at joint 10. 6)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. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� LOAD CASE(S) Standard �+yt �� ; � ��QVA3fj,��`�� ' �� ° �� ' �� '��atv�.�'° November 30,2012 !� � WARNING-Veniy dasign parameters and read notee on this Trvss Design Drawing and induded DrJ Reference Sheet(rev.03-11')before use.Design � l valid fot use with MiTek conneclor plates only.This design is based only upon parameters shown,and is tot an individual building component.Applicability � ot desiqn parametaro and propa�incorporation of fhe component is responsibility ol buildinq designer or owner of the Wssea and installer. Lateral resUaint designatlons shown on individual web and chord members aro for compression buckling only,not forbuilding sWbiliry bracing.Additional temporary resVainV � � � diagonal bracing to insure stability during construction is t�e respomibility of the installer.Additional partnanent builtling stabiliy bracing of the overell structure � I is the reeponsibAiry of the building deeigne�or owner of Ihe trusses.For generel guidance ragarding dasign reeponsibilities,fabncation,qualiy tontrol,storaga, .;. �� I de6very,erection lateral restramt and diagonal bradng,consutt ANSIRPI 1,DS689 and BCSI(Bwlding Component Safety Informatian)available from I CONSULT/Na LLC I . .. . SBCAatwwe✓.sbundustry.com. � _ __ . --- — -- _ __ ____-__-- — !Job--.-- ----- --'Truss __ __ 1TrussTYPe Q�Y I�PIy _- idharryMeadowsi442-e ------- 16166149� �Bt271198 IBOt ICalifomiaTrvss � I � L __ __ ___ 1__ _.___ .____.__ L___. _-- -_. ----- ----__ - __.. . __�_ �Job Reference jophonal�._ __- --- ProBuiW Arlington,AAington,WA 98223 List] 7250 s Aug 25 2011 MiTek Industnes,Inc.Thu Nov 29 12 26.01 2012 Page 1 I D:Sem7nA2cgcSSy9TnQsSz2ryENw(]-d9C DgmiQpEFrN7huycWxtqRUcZjLs84uv02KynyEK54 e-t-z s-�t->> a�-z 115-15 ! ----sc'�__.__ __.__ ��-ta r---_ _.s-e-o _--- i ------_ta-o-s ____i'r+pi__ _ -- -_ts-o-�-.- -_ -+-za-¢Q.__I 5-6-1 0.1-�2 3-65 3-&5 4J-i♦ 5-6-1 1-6-0 0.y14 0.142 ScaIB=1:34.8 4x6 5 . . . ... .. � �_.. 3x4 -� 4� � 5.00 i 12 3 i , I I ��...._ � _ �`'� - �� - - �� . � '� � ;r��= �-- - � ��, -��i�., ,_� � � I '� � � � � % - , � �� ., . � - � � � � A � , � ; — ; � � �� ; � i"� , � , ��\ �v , — � �/ I I �/ \ �� I i \ \ � N � � � � � 1 I / / � � 6 " -- �-- --- �-- � � � � / � � � � I � � t k i - — -- -- { _ _�\ �I — -- --- o�"�� --. - -- -- � t � 6 I�I - ___ _-_ _ __ __ --- -- --- � _ - �' „ a s i o i� � �.�y �� 5x6 -- _._ ��,.. � 3x4 '.-: 3x4-- 5n6 =-= 8�Z &1-2 I--- .._._ _ 5-2-14 ____...._ _._.Sr6-1 __.__ _9-6-0_ .___ _ ..13-_5_75-_ -_ i '�Z_ _.__-_-___ 79-0-.0 t --- - �-� ----{ . _.._ _._.. 5-2-14 __. _...0-32 ._._. 3-11-15 —_-_.- ---- 3-11-15 ---- 43-�._ .5-2-14 - _... .----.. .__---�-�- Plate Offsets{X,Y);_�1 0-2-5,Edgej��5:0-2-S.Edgej _ ___ -_- - _. --- -- -- -- :- --- --- - -_. _ - -- _-- _ -- -- _ __ , _ _ _ _ _ _ LOADING(ps� � SPACING 2-0-0 i CSI I DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.92 Vert(LL) 0.17 7-8 >999 240 I MT20 185/148 TCDL t0A Lumberincrease 1.15 I BC 0.83 Vert(TL) -0.51 7-8 >440 180 BCLL 0.0 ` Rep Stress Incr NO I WB 0.32 ' Horz(TL) 0.11 5 n/a n/a BCOL 8.0 Code IRC2009ITPI2007 (Matnx) Weight:63 Ib FT=20% ___. _—-- --___--.__ __ ---- __------..--- _-- __ -- LUMBER BRACING TOP CHORO 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2 X 4 HF 1650F 1.SE 2-0-0 oc purlins(2-11-8 max.):2-4. WEBS 2 X 4 HF StudlStd BOT CHORD Rigid ceiling directty applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=1477/0-5-8 (min.0-2-7),5=1609I0-5-8 (min.0-2-10) Max Horz1=-41(LC 6) Max Upliftl=-97(LC 5),5=-145(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3352/294,2-3=-3000l286,3-4=-2969/278,4-5=-3322/288 BOT CHORD 1-8=-233/3033,8-9=-364/3478,9-10=-364/3478,10-11=-36413478,7-11=-364/3478, 5-7=-225/3002 WEBS 2-8=0/546,3-8=-666/150,3-7=-686/155,4-7=01549 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)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 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 of withstanding 97 Ib uplift at joint 1 and 145 ib uplift at joint 5. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.t and R802.10.2 and referenced standard ANSI/TPI 1. 8)Girder carries hip end with 6-0-0 end setback. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �t,�'��H �,�h 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)315 Ib down and 91 Ib up at �� A ��'',� 13-4-3,and 315 Ib down and 91 Ib up at 5-7-13 on top chord. The desigNselection of such connection device(s)is the responsibiliry ,�. �, �� of others. 12)In the LOAD CASE(S)section,loads appiied to the face of the truss are noted as front(F)or back(B). � �� LOAD CASE(S) Standard � �� , Continued on page 2 � � � , � �� ; ;, November 30,2012 I�� ,f� WARNING-Veriry design parameters arM read notes on this Truss Dasign Drevring aod included DrJ Reference Sheat(rev.03-1 T)bekre uee.Design � valitl for use with MiTek connector plates only.This design is based only upon parameters shown,and ia for an individuat building component.Appliwbiliry � , �i � �i of design parametero and proper incoryoretlon of the component is responsibifiy of building designer or owner of Iha Wsses and installer. Lateral restraint I � designationa shown on individual web and chord members are tor compresaion bucklirg onty,not forbuiiding stabiliry bradng.Addflional temporery restrainV � � diagonal brecing to inswe stabiliry dunng wnstraqion ie the responsibility ot Ihe installer.Additional permanant building stabiliry bradng of Ihe overall structure I 'll is the responsibility of tha buiMing designer or owner ot the trusses.For general guidance regarding design responsibilitiea,fabrication,qualiry control,storege, <�� 'I , delivery,erection lateral restreiM and diagonal bracing,consWt ANSI/TPI i DS&89 and BCSI(Bui�ding Componenl Safely Information)avatlable 6om ' CONSULT/N�LLC � SBCA at www.sbGndustry.com . . I_ _ �Job ,-- ---- ITruss --- -- �Truss Type --- —_ -- _ �pty--�Ply TCherry Meadows 14a2-s __ 16166749 I I81271198 �BOt ICalifomiaTruss I1 I t I � - _1_ j Job Re/erence{optiona). j . —._ � ---- --- � _ ---- --_ ---- _ ____ ---- - • ProBwld AAington,Ar1ington,WA 98223,�st) 7250 s Aug 25 2011 MiTek IndusUiee,Inc Thu Nov 29 12�26:01 2012 Page 2 ID:Sem?nA2cgcSSy9Tn�sSz2ryENwQ-d9CDgmi�pEFrN7huycWutqRtxZjLsB4uv02KynyEK54 LOAD CASE(S) Scandard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pi� Vert:1-2=70,2-4=132,4-6=-70,1-5=-30(F=-14) Concentrated Loads(Ib) VtR:'�i'+=3154=-315 ' � WARNING-Venty deeign paremeten aM read notes on lhis Truse Design Drawing and included DiJ Reference Sheel(rev.03-11')betorc use.Design . valid for use with MiTek connector plates only.This design is based ony upon parameten shown,and is for an individual building component Applicability � ,� o/design pe2meters and proper inwrpo2tion of the component is responsibility ot building dasigner or owner ot the Wsses and instalbc Lataral restraiM I � i designa6ons shovm on individuai web and chord memben am for compression buckling only,not forbuilding stabiliry brecing.Adddianal temporary restreinV 'I diagonal bradng to insuro stabiliy during conslruaio�is the responsibiliry of the inetaller.Additlo�al pertnaneM building stabiliry bradng of the overall structure �� is iha responsibiliy of the building designer or owner ot tha trusses.For generel guidance regarding dasign responsibilities,tabrication,qualiy control,storege, ;.�: � � delrvery,erection,lateral restraint and diagonal bracing,consult ANSI/TPI 1,DS&B9 and BCSI(Budding Component Safety In(ormation)availabb from CONSULT/NQ(�C I ', .. __.. SBCAatww.v.sbGndustry.com.___..... B1211198 .._IHR01__--__ —___— . __ CAL-RAFTER .___ __.- ____— _______ ....'3 _r _ . ._... -_._ .____—_.—__ _.__.. ____ i Job , . Truss ITrus§Type I Qty I Ply I charry Meadows iaa2-8 � i 161661501 � _ _- -_'__ __ __ 1 ___ ----__-__- ---_._ _i l__ ' �_ ( p �_ __--- -- __ _1 Job Reference o Uonal � ProBuikl AAinglon,Artington,WA 98223,List] 7 250 s Aug 25 2011 MiTek Industrie�,Inc.Thu Nov 29 12:26:01 2012 Page 1 taa-to �I��em?nA2cgcSSy�T�QsSz2ryENw(]-d��QySniQpEFrN7huycV�(��IZwMsF0uv02KynyEK54 7-9-11 46-0 U-0-5 U-S15 1i2�{ �i_.-__2-2Q-__+— __�_. -�'.r____.__. . _ _ _ _____}.. _ _._._____.?`i-4-1}�� Sit-11 _... __. __.______ I 2-2-D 25-4�081! -13Si 3-6-5 3-6-5 0-1-12 SC218=1:46.0 __ J i 3.54112 . - =j �q -' �n 8 --' �:� 'd i - , ,� . � �.: � "_�, � � � , �� ' � �� 7 _ , � � , � i � Y I 6 ,..�� -`� .''� � I 3x6 �:- _ _ �_ �, 5 � �� ; Im �j 4x6 % ��5 -�.- � �!V 3x8 �=- �� j" �� i 3x8= �- � '� I� 3x8 z. 3x8 �% . „k;o� �� j _. 5x8 1A � E�� n'S , _�..,.._- I � 2 j 'U �c i �`' �y� ; �_" - � u.<, i.._ 7-&11 10-3-10 17-6-3 12-5-1 13-413 74-48 15-2-4 &7-1 -... _.___._ _.--- ----__ _____-_ � ' &7 1 __._. � -- ---- . ._.._. ..... ___.. .__ ---- --- —.. __ ______ .._ _. .__ —__ _... .... Plate Offsets{X,Y�:_[2.0 2-B,Edge�___ _ __ _ _ _ _ _--- - _ -:_ -r _ =- - ---="'_ :- - _---_ ___ _ _ _ LOADING(ps� SPACING 2-0-0 I CSI i DEFL in (loc) I/defl L/d � PLATES GRIP TCLL 25.0 Plates Increase 1.15 j TC 0.55 � Vert(LL) -0.12 2-3 >870 240 ' MT20 185/148 TCDL 10.0 Lumber Increase 1.15 II BC 0.00 Vert(TL) -0.19 2-3 >544 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 9 n!a n/a BCDL 8.0 Code IRC2009/TPI2007 ! (Matnx) � Weight:44 Ib FT=20% _ __- _ - __- ___. _. _ •- ------ ----- L - _ --- ---- _--- ---- 1-__ LUMBER BRACING TOP CHORD 2 X 4 HF No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8. (Ib)- Max Horz 2=229(LC 3) Max Uplift All uplift 100 Ib or less at joint(s)9,2,5,6,7,8 except 3=-127(LC 3) Max Grav All reactions 250 Ib or less atjoint(s)9,5,6,7,8 except 2=438(LC 1),3=517(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or iess except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Spsf;h=25ft;Cat.II;Exp B;enciosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)'This truss has been designed for a 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 mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)9,2,5,6,7,8 except Qt=1b)3=127. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9,3,5,6,7,8. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixiry model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��PH ,�j,�T �,�.� �*��, c{`�' �p � .; �3 � � ` � � 4�`` , �NNAL� November 30,2012 i ,.'� WARNING-Veriy desgn parameters and read notas on Ihis Truss Design Drawing and includad DW Raference Sheet(rav.03-71')before use.Design I I valiC tor use with MiTek connaclor plates only.This design is based only upon parameters shown,and ie for an individual building componenl.Applicability i , , of design paremetere and proper incorporetioa of Ihe component ia responsibiliry ot building designer or owner o(the trussee and installec I.atarel restreint � � designations shown on individual web and chord members are for compressian buckling ony,not forbuilding stabiliry bracing.Additional temporery restraintl � � diagonal bracing to insure stability during mnstruction is ihe responsibility of the instafler.Additional permaneM building stability brocing ot Ihe overall structure i is the reeponsibiliy of Ihe building designer or owner of the trasses.For ganerel guidance ragarding design responsibilitiae,fabncation,qualiy control,storagq .. , Idalivary,erection,lateral restraint and diagonal brecing,wnsult ANSI/TPI 1,DS&89 and BCSi(Buiiding Component Safery Infortnation)available from CQ�u��NO(LC II �. .. SBCA at vnvw.sbcindustry,com._. .._. . .. .... .. .. _._..._... . .. . ... . ..... . .--.. , . .... .. . . _.. _ .. . -- �-- ._. . . .. . ..___ . . .... .. . _.__. _. .. . . _... . . . __.... I�Job -, � ;Truss ITn,ss Type __-- _ ___ i Qry ,Pry l cneny Meadows iaa2-B__ __.__ _._ -�s�ss�s�i 61211198 �HR02 �CAL-RAFTER �2 �I 1 �, ----- -- � _ . -- � -- -- ---- 1__ 1___ IJob Reference(optional2__ l --- -- 'ProBuild Adington,Adington,WA 98223,List) - 7 250 s Aug 25 2011 MiTek�ndustries,Inc. Thu Nov 29 1226:02 2012��Page 1 ID:Sem?nA2cgcSSy9Tn�S�t3ByENwQ-SLmbt6i2aXNi?Fi(�IWJt APt_6uFbbiF 18gnuVDyEK53 �-�->> y� >>-�-iz �_. ---'�-24. --1- --__-- _ ___ _-- - -_ F-__13-4 e - -_ -----__--- �>>->> � 2-2-0 13J-8 �-;-4-13 � s-s-s ...Sa�le�126.0 I � _ � �� VJ luvi � �3 12-� �- �- :o � �- 4 � .'t� i �I3.54:12 3x8 s. 4x6 -..-, /-. � -�- ,-,' � � �:-._�, i I i 3 I I�'� ' , , � � , ; , , , - - �:_� � -_ ' 3x8 `� �� , , � � _ - = o 1 3x8� � � , '- � � , ��- .-��.. ' 3x8�' % �--� �� { 5x6 A� %" ,�- � - ,, i , '" ,=� �� I `' �.., � , _,''J I � z � � � � = �< +�-� I � __.- �:_ - '� L�,�i f / �_,- - '�'�; iaaio �i-o-a �-�ii iia-�z , e-�-� , - ___- ___-- ---- ea-i-__ -___ _ — - --- Plate Offsets(X Yj;__[2:0-2-8_,Edge� . __ . ___ _-- _ _ _ - , _ _ _ . - -- -. -- L -- - -- --- _-- -T - - -- - - - : __ _____ -___ __. OADING(ps� j SPACING 2-0-0 i CSI I DEFL in (loc) t/deH Lld � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.65 � Vert(Ll) -0.12 23 >889 240 MT20 185/148 TCDL 10A lumber Increase 1.15 � BC 0.00 I Vert(TL) -0.19 2-3 >556 180 BCLL 0 0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 5 n/a Na � BCDL 8.0 Code IRC2009/TPI200� (Matrix) , Weight:291b 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 Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-5-8. (Ib)- Max Horz2=131(LC 3) Max Uplift All uplift 100 Ib or Iess atjoint(s)5,4 except 2=-102(LC 3),3=-129(LC 3) Max Grav All reactions 250 Ib or less at joint(s)5,4 except 2=436(LC 1),3=530(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 B;enclosed;MWFRS(low-rise)gable end zone;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 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. 3)Bearing at joint(s)2 considers parallel to grain value using ANSIlfPi 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capabie of withstanding 100 Ib uplift at joint(s)5,4 except(jt=1b) 2=102,3=129. 5)Beveled plate or shim required to provide full bearing surtace with truss chord atjoint(s)5,3,4. 6)This truss is designed in accordance with the 2009 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS�/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. IOAD CASE(S) Standard �, ��N �� .c��'�+��,7,�. x�� .�A �� ;:� � �� ° �,��,o � � �� November 30,2012 �� ,,� WARNING•Venfy design parameten and read notes on thie Truss Daeign Drawing and included DrJ Reference Sheet(rev.03-t 1')beforo use.Design I � valid for use wdh MiTek connedor plates onty.This design is based ony upon parematero shown,and is for an individual building component.Appliwbility � , � o(dasign parametan and proper incoryaation of Ihe component is responsibiliry of building desigrror or ovmer of the Wsses and installec Lateral restrairk � �� designations shovm on individual web and chord members aro for compression buckling onty,not fo�building stabiliy brecing.Additional temporery restrainV � � diagonal braeing to insure stabiliry dunng wnstrudion is the responsibility o/the installer.Additional permaneM building stabiliy bracing ot the overall structure ' , is the responsibiliy o�the building designer or owner of the trussee.For general guidanca regarding design responsibilitias,labncation,qualiy wnlrol,storage, l, �i �I delivery,erection,lateral resVaint and diagonal brecin9,consult ANSI/TPI 1,DS&89 and BCSI(8uilding ComponeM Satery Information)available hom C�NSVInNQ LLC I , SBCAatw�mv.sbcindustry_com , . ... ... .._ _. _. .. . __. ._ .__.. _ .... .. .._.. . _. ... ... _. . _........ .. .. ..._ . .. ..._.. _...__ .. ...._.. .... . ._.. .. .. _.__. ; --- --_ - ----- -_ I�Job iTruss 1Truss T e .. -._ i Qry ,Pty cherry Meadows t4a2-e _. __ I yp i � 16168152� 81211198 �J01 �Jack-PaAial Truss �5 1 � __9 i_ �--- _ 7 Z!IJob Reference(optional)_ � — _ --— — — _— _ -------- ' ProBwld Arlin on,AAin ton WA 98223,List 50 s Aug 25 2011 MiTek Industries,Inc. Thu Nov 29 12:881@ 2012 Page 7 i -i�-o e-�2 �-2-0 _� �-��-��aia� ID:Sem?nA2cgcSSy9TnQsSz2ryENwQ-SLmbt6i2aXNi7HG4WJ1APt EBz2sbiF18gnuVDyEK53 -- -- -- _._ __ _ _ -- i-s-o �-z-o a�it Scale=1:14.8 3 4 � 5A0;12 �' I '�/ / � � ._ / _ -- --___ � � � 2 �" .� ' � -_. -_ __ - � � I % - -- - - � � '/ � � I /� �'E -- — - - --- --. �_i � � � -- --- 1 ,, ,- �\�� 5 � , " ' _-- ' 3x4 - 8-1-2 e-i-2 e.�a� s-o•o __ -__, __ — --_ -- __ .- - -.- -__ --- ____ ad-� — ___ z --- --- --- -- - -- -- -� __ - - _ _— --- — , - -- -_ -- LOADING(ps� � SPACING 2-0-0 CSI i DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 I TC 0.19 Vert(LL) 0.08 2-5 >839 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 ' BC 0.88 Vert(TL) -0.19 2-5 >381 180 ! 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:12 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 appiied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=265/0-5-8 (min.0-1-8),5=47/Mechanical,3=22/Mechanical Max Horz2=47(LC 5) Max Uplift2=-42(LC 5),3=-7(LC 6) Max Grav2=265(LC 1),5=106(LC 2),3=22(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.Spsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(fow-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit 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 truss to bearrng plate capabie of withstanding 100 Ib uplift at joint(s)2,3. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE�S) Standard ��;}58S"H p�, 4� �'�� L : �� :.� ��; ��,��a , � November 30,2012 ' � WARNING-Verity design parameters arM read notas on thia Truss Design Drawing and included OrJ Reference Sheet(rev.03-11')before use.Dasign � � valid for use with MiTek connedor platas only.This design is basad onty upon paramelare shown,and is for an individual building wmponent.Appliwbility � , I of design parameters and proper incorporation ot the component is responsibilily of building designer or ovmer of tha trusses and installer. Lateral restrairA I ! designaUons shown on individual web and chord memban arc far compression buckting only,nol forbuilding slability brecing.Additional temporery rostraintl � diagonal bracing to ineuro stabiliry during mnstruction is lhe responsibiliry of the installer.Additional permaneM building stabiliry braeing of the overell strueture �� is lhe responeibiliy of Ihe building designer or owner of the trussas.For general guidance regarding dasign responsibilitiae,fabnwtion,qualiry wntrol,storage, � I ' delivery,erection,lateral restreint and diagonal bracing,consult ANSIlTPI 1,DS&89 and BCSI(Building ComponeM Safery Inkrtnation)availabla from ^ou��Q LLC I.... . ._.SBCA at wwwsbGndustry,com.__.__..__ ..._...._ . . .... .._. .�_.... Y /� � ___— I�Job -.. .- ---- iTruss iTrussType -- - � �Qty 'Ply � �CherryMeadows1442-B 16166153 I B1211198 �J02 Jack-Partal Truss 5 1 , � ___ __ �.--- --__ __ l ___ -___ ____ __- - �__ ;Job Reference(optionalZ- ' ProBuild Adington,Adington,WA 98223,List) 7.250 s Aug 25 2011 MiTek Industnee,Inc. Thu Nov 29 12:�:082012 Page 1 � &t2 ID:Sem?nA2cgcSSy9TnQsSz��NwQ-ZYKzSSjgLrVZdRrG31YPyFXPaNUzK9VBNKXR1ryEK52 ��-�----� --- 2-2'� ..__._ 311-11 F --__. �—__._._.. ._--- - ._._.._ -�---� - - --- -.__._---� 1-60 2-2-0 1-471 ScaIB=1:14,6 � 3" � � ' / '.i-:'1t' , S.00I12 -'"�� .-'�� N ' � � '� �I � �, �' � /' / �' �� / ' / 2 /'� /..,.. I � � � / i � / __ -..__ .._ ___.__" __'_ ".__' "_'___ __ - __'_'_ ..... i I � I � d - � t d _ ___ _-- -- __ _ _ 7 __ � / " �/� I/'�I-- q /� � i� � j � �x. i� � � `---� � 3x4 =_ &1-2 &1-2 9-&7 _... - -- _- _- _ __ ., _ -- _ --- - — adi2 - — --- -- -- — - -- — - - - - --- __,, , LOADING(ps� � SPACING 2-0.0 1 CSI � DEFL in (loc) 1/defl Ud � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 i Vert(LL) -0.07 2-4 >922 240 MT20 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.50 I Vert(TL) -0.16 2-4 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 I Ho2(TL) -0 00 3 n/a n/a BCDL 8 0 I Code IRC2009/TPI2007 (Matnx) � 1 Weight:14 Ib FT=20% _ ____— _.-- ---- - _ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puriins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ��b/size) 3=100/Mechanical,2=324/0-5-8 (min.0-1-8),4=46/Mechanical Max Horz2=69(LC 5) Max Uplift3=-26(LC 5),2=-49(LC 5) Max Grav3=100(LC 1),2=324(LC 1),4=103(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 B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between 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 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed hee�s"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �, ��H � �,.�4�'�� hT�,�r�Tc�',Sy � �p � , '�► ` �839� ,�r� ��Y �fiIAL� November 30,2012 I� ;� WARNING-Venly desgn parametms and read noles on this Truss Deei9n Drawing and includad DrJ Reference Sheet(rev.03-11')before use.Design � ivalid lor use with MiTek eonnector plates only.This design is based onty upon paremetan shown,and is for an indrvidual bwlding eomponent Applicability , li � o/dasign paramaters and proper incorporaUon of the component is responsibility ot building dasigner or owner o!the truesas and instal�ec Lateral reetreiM designations shown on individual web and chord members are for compression buckling only,not forbuilding stabiliy braang.Additional temporary roetraintl �� I diagonal bracing to insure stability dunng wnstrodion is the reeponsibiliry of the installer.Additional pertnanenl building stabiliry brecing of the overall sWcWre I ' is the responsibiliry of the building dasignar or ownar of the trusses.For general guidance regaNing design responsibilitiee,fabncation,qualiy control,storage, �""- �� delivery,erection,lateraf restraint and diagonal bradng,consult ANSI/TPI 1,DS&89 and BCSI(Budding Component Safay Infortnation)available from CONSULT/Nli LLC i_ SBCAatwww.sbGndustry.com _ . � . ; I�Job .- �Truss - - -- - iTruss Type -'Qry Ply TCherry Meadaws 1aa2 8 16166154 B121t198 J03 Jack•PartialTruss 5 1 I , _____ _-- �-- - --- ---- i . _ _ — �_ -- Job Reference(opt�onal)_- -- - -- --- 'ProBuild Arlinglon,Ariington,WA 98223,Listj 7150 s Aug 25 2011 MiTek Induslrias, ,Thu Nov 29 1226:03 2012 Page i ID:Sem?nA2cgcSSy9TnasSz2ryENwQ-ZYKz5SjgLrV7��1YPyFXMvNUzK9VBNKKR1yEK52 -1-6-0 &�-2 3-2-0 Sit-it �. ........___..1 6-0- ___._�__.-----� �---�-�2_0---.__ __----F--..___------ 2-311--------� Scale=1:19,0 � �/� i i � ��_, I 5.00 112 �� ' � �_ I �' �I -, NI -� � i _ ' � I � ,. � 2 ,, iy �. � � � -- — -- - - � � � � ; � , - � --` i d t __. -___ ..._- ._. .... _.___ -__ .o i � 1 , � �� 4 �! �� ,% �� I I/=' .��_��i � 3x4 - &1-2 g-1-2 10-6-7 I .__ -__ __. _r-_- _ ..r_ ____. -_-_ _._.. __ ---- __..___ _..__ --- -r .._ -_ ___ -__ __.__ __ _- _ _� __ ._ _ .___ __ . _ . _- _._ - .___._ __._ .____ LOADING(ps� SPACING 2-0.0 � CSI DEFL in Qoc) I/defl Vd � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.07 2-4 >922 240 i MT20 t85/148 TCDL 10.0 Lumber Increase 1.15 i BC 0.50 Vert(TL) -0.16 2-4 >419 180 BCLL 0.0 ' Rep Stress Incr Yes � WB 0.00 Ho2(TL) -0.00 3 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 i (Matrix) � Weight:17 Ib FT=20% ___ —____ __ ------�. . I— _- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direcUy applied or 5-11-11 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) 3=180/Mechanical,2=384/0-5-8 (min.0-1-8),4=46/Mechanical Max Horz2=92(LC 5) Max Uplift3=-51(LC 5),2=56(LC 5) Max Grav3=180(LC 1),2=384(LC 1),4=103(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 8;enclosed;MWFRS(low-rise)gable end zone;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 Ioad 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)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 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIITPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��s�N �'�p ��C wna ,''� � � o� � °�� ► ��'`� �` ��,� ��,�� November 30,2012 � WARNiNG-Venly design parametere atM read notee on this Truss Design Drawing and included DrJ Refereoce Sheef(rev.03-17')before use.Design valid for use with MiTek connedor plates only.This dasign is based only upon parameten shawn,antl ie for an individual building component.Applicabiliry I � � � of design paramelen and proper incorparation of tha component is raeponeibility of building dasignar or owner of the trussee and inslallec Laterel restraiM � i I�j designations shown on individual web and chord membms aro for compreesion buckling only,not forbuilding stability brecing.Additlonal temporery restrainU diagonal brecing to insure stability during conetruction is the reeponsibiliy of the installm.Additional permanent building slabiliry breeing oi the overall sWctura � � is Ihe responsibiliy of lhe building dasigner or ownar ot the trussee.for general guidence regarding design responsibilities,fabncation,quality control,storage, _� delivery,ereaion,lateral restreiM and diagonal bracing,consuN ANSI/TPI i,DS&89 and BCSI(Building Componern Safey IMormation)available from CONSULTINO LLC �� . . ._ SBCA at www.sbandustry.com ._ . . _ ... .. ._._ _.. .... .._. .. � .__. _ . �Job _ . ITruss -- - 'Truss Type- — -.-. -- Q�y I Py i Cha�ry Meadows�4a2-B 16'� 1551 81211798 �J04 IJack-PaNaI Truss 5 1 �. _ 1 _ __ _ _-- 1 -.-- --_ _--- _ �_ IJob Reference{optional)_ . J -- - --- —_ � ProBwld Adington,AdingMn,WA 98223,Usl] 7 250 s[� 25 2011 MiTek IndusVie},Iqc,Thu Nov 29 12:28 04 2012��Page i &�"Z ID:Sem?nA2cgcSSy9TnQs9��y�NwQ-1kuLIok169daEVVQTdk3eUS3YJmqC3dKc_G Z6yEK51 i ._'1-CrQ-- —4 ----..__...----3-2 2 --.._-- -- t- C'0-0 - 'r- 7-t1•11 -� ._ � - ---- - � --------.� _--------- .__�._---------- 1-6-0 3-2-2 2-174 1-11-11 Scale=123.7 i 4� � � , io i 3 i'� , � / I 6.00�12 �� ' i i —��,�� /�� .:�'��//�/�� / iN / i.� �� ' , � / � / % �� II z j/ i ,� � I � i /� --- _.—_ i � ' �/'_.__ ._. _-__ ___'. --. _- ._.� l I d E /� - �i� / / , � �� 3x4 --- 5 -- ----- -:.-r-.- ..._. -- - �-�.- - ----., __. ..---- -...-- .___. _._--- --r ---- ..__. __._ --._ _--- --- -.. ...-- --- ---- T -- � -- -- � -- --- --� .._-: __.. LOADING(psQ � SPACING 2-0-0 r CSI I DEFL in (loc) I/defl Ud PLATES GRIP TCLL 25.0 ' Plates Increase 1.15 I TC 0 27 � Vert(LL) 0.07 2-5 >922 240 MT20 185/148 TCDL 10 0 Lumber Increase t.15 BC 0.50 Vert(TL) -0.16 2-5 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Ho2(TL) -0.00 3 n/a n/a BCDL 8.0 I Code IRC2009ITPI2007 (Matrix) Weight:19 Ib FT=20% _ ---__ __ 1----- — -___-- ----------_ __ _ ___— _____ 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 StudlStd BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings Mechanical except(jt=fength)2=0-5-8,3=0-1-8. (Ib)- Max Ho22=115(LC 5) Max Uplift AI�uplift 100 Ib or less at joint(s)4,2 except 3=-109(LC 5) Max Grav All reactions 250 ib or less at joint(s)4,5 except 2=356(LC 1),3=389(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 B;enclosed;MWFRS(low-rise)gabie end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonwncurrent 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 at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2 except Qt=1b) 3=109. 7)Beveled piate or shim required to provide full bearing surface with truss chord atjoint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �U$�FH p�,� , �`�,��a�atAS��'�� '°�� ^.�3 '�� 4� �'��rr�.�` November 30,2012 �� +'� WARNING•Veny desgn parametars and read notes oo thia Truss Design Drewing and ineluded OrJ Raference Sheel(rev.0311')betore use.Design � � ! valid for use with MiTek connedor plates onfy.Thie design is based only upon parameters shown,and is for an individual building companent.Applicability , !4� I �.. I o(design parameters and propar incoryorefion of the componant is responsibiliy of building designer or owner of the trussee and installer Lateral restraint ' �� designations shown on individual wab and rhord membere are Por compression buckling only,not forbuilding stability braeing.Additio�al temporary reshaintl �� I� i diagonat b�acing to insure stability dunng constniction is the responsibiliry o!the installer.Additional pertnanent building atabiliry bracing ot the overall structure I ,. is the responsibiliry o1 the building designer or owner of the tnissee.For ganeral guidance regarding design responsibilities,fabncation,qualiry wnVOl,stowge, ;r � i delivery,erection,laterel restraint and diagonal bracing,wnault ANSI/TPI 1,DS&89 and BCSI(Building Componant Safay In/ortnation)avadabk hom I . .. _ SBCAatwv.w.sbcindustry.com . . ._._ _ . . _. _ �i0N5ULT/NOLLC I . . . . . __... .... ..._. .. ___.. . ...._.. ..._ . _..._.._ •__-__ J iJob - ,- . _- -`Truss----- --_._ iTrussType __- �Qly rPly rChertyMeadowst442-B _ l I i I 16768i58 I I,B12N 198 • �J05 !Jack-ParLal Tross �I 3 �I 1 � !, � I __ __ ___. ____ L___ _1___ Job Reference(optional)- - _ __ _ _ -- _! - ProBuild Arlington,Arlington,WA 90223�st] 7 250 s Aug 25 2011 MiTek Industnes Inc. Thu Nov 29 7228:04 2012 Page t e-t-2 ID:Sem?n��SSy9TnQsSz2ryHt�viII-1 kuLlok169d�lfFYfdk3eUS3YJmqC3dKc_G_Z6yEK51 -7-6-0 f � 3�?-Z---___ .._.F__ 6 UO -- -F-__._ __.. 9-11_it .._{ ' __. ._ ___. — _..._._ _ ___—_- ___.. ._. 1-8-0 3-2-2 2-414 311-it Scale=128.3 i �� ' S� !d 4 � � �� ; � � � i i � 5.00 112 -'� , , � 3 � ' � � 1 �� '/"/ ��,� % , --'" " �� , , - � � , / " / -___ � -_ � z � , � j! � , � -��,i - - � = �> �,—� ��-� s 3x4 - _ . _ _ __ -: __ ._. __ _ _ _ ___ - - - _ _ -- - - -- -- -- - -- - _ . LOADING(ps� SPACING 2-0-0 CSI j DEFL m (loc) Udefl Lld PLATES GRIP TCLL 25.0 � Plates increase 1.15 f TC 0.27 ; Vert(LL) 0.07 2-6 >922 240 MT20 1851148 TCDL t0A � Lumber Increase 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 Na BCDL 8.0 ; Code IRC2009ITPI2007 � (Matrix) i Weight:22 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 StudlStd BOT CHORD Rigid ceiling diredly applied or 10.0-0 oc bracing. REACTIONS Ali bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=137(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)5,2,4 except 3=-111(LC 5) Max Grav All reactions 250 ib or less at joint(s)5,6,4 except 2=356(LC 1),3=396(LC t) FORCES (Ib)-Max.Comp./Man.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 8;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between 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 at joint(s)3,4. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,2,4 except Qt=1b) 3=111. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 8)This truss is designed in accordance with the 2009 international Residentiat Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE�S) Standard �� 4�� $ ��+.� T� � � t �, �� i'?NAL'�4 November 30,2012 � � WARNING-Veriy design parematen antl read notes on Ihis Truss Design Drawing and included DrJ Refarence Shee1(rav.03-11')before use.Design valid for use w@h MiTek conneetor plates only.This design is based onty upon parameten shown,and is tor an individual buAding wmponent Applicability � �1 I, o�design perameten and proper incorporation ol tha component is responsibiliy of building desiqner or owner of the Wsses and installec Lateral restraint i , �I�I� � I, I designations shovm oo individual wab and chord membero aro for compresswn buckhng only,not forbuilding stabiliy breung.Additional tamporery reshainU u �'� diagona l b2cing to insura s�a hi lity dunng cons trudion ie t he responsi bi h t y o f t he ins ta l ler.A d di tiona l permane M bui l ding sta btlity bracing o f t he ave2 1 1 sW dure i is tha responsibiliry of tha building designer or ownar of tha trusses.For generel quidance regarding design responsibilitias,tabncalion,quality wntrol,sto2ge, � .,s I I delivery,ereMion,laleral restraint and diagonal bracing,conwlt ANSIITPI 1,DS&89 and BCSI(Building Componem Safary Information)available from wO�IluL�NO��C ! SBCA at www.sbcindustry.com i V �w I Job � � Tn,ss Tn�ssType 1Qry TPIy �chenynneadowstaa2-B , I I ( 16166157 I IB1211t9e ' ��os �Jack-ParfialTruss 3 � iJob_Reference o Uanal — - - __ __� I - - _____ I___ _--_ --- 1 -— -- _ 1_ . (P �-- �ProBuild Arlington,AAington,WA 98223,Ust) 7 250 s Aug 25 2071 MiTek Industriea,Inc. Thu Nov 29 12�26�.05 2012 Page 1 &�-2 �-t�1�:Sem�nA2cg¢SSyBTnQsSz2ryEtAa�VwSkV81wl91HSITfBSbl1 gcj2AARo3?Uqe0Y5YyEK50 � -1-fr0 _�. 3'?-2 .F _. 60.0 .o-____ 11-11-11 � __.. _ _..___ -____. __-..._ .___._ _ .. __._____ .__.___._ -_- ---__ ___ 1$0 3-2-2 ...2-414 5-1Lt1 Scale=132.9 6 ,%� �$ � % � - 1 5 � � � / , I - ''ip� I '. 5.00 i 12 4 ;� lx; I � i � : , , � ; i �� I g .. , / ,�� W "� .--;a� �� I�v i i � - , � -� � � � � � / i 2 � � I � . _ - -- - 4 i i �,k�� , t ��, �� -- _ _ �� 3x4 �= 7 . _-�- ..._ ....... ...._ _..__ ____. .. ..___ --.- --:-r- ---_ --- -- -. .____ .___ ----- ---.- ... ._.. .__ r _.-- ---- -_�. __ - --- --- - - - --- ---. _�- -- ---- ----- --. .. . LOADING(ps� j SPACING 2-0-0 CSI DEFL in (loc) I/deN Ud I PLATES GRIP TCLL 25A � Plates lncrease 1.15 TC 0.27 Vert(LL) -0.07 2-7 >922 240 MT20 185/148 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 nla BCDL 8 0 1 Code IRC2009/TPI2007 � (Matrix) � � Weight:24 Ib FT=20% --- ---------- -- __ . --- _-- --- --- ---___---- --- —i_-- _-- ------ -------- 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 directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-1-8 except Qt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz2=160(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)6,2,4,5 except 3=-112(LC 5) Max Grav All reactions 2501b or�ess atjoint(s)6,7,4,5 except 2=355(LC 1),3=399(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 B;enclosed;MWFRS(low-rise)gable end zone;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 wili 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 truss 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 uplift at joint(s)8,2,4,5 except Qt=1b)3=112. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE�S) Standard ��y�3EFN b�� ;'�'�'� � `��°��" o,� �� ` � �� : ��c� November 30,2012 'i ,� WARNING-Venfy design paremeten and read notes on this Truss Design Drawing and included DrJ Reference Sheel(rev.03-1 T)before usa.Design I � valid for use with MiTek connactor plates onry.This design is based only upon paremeten shown,and is for an individual building component.Applicability i ot design parametan and proper incorporation of Ihe component is responsibility of building designer or owner of the trussae and installar. Late�al restraint i , ! Idasignations shown on individual web and chord members are for compression buckling only,not forbuilding stability braung.Additional tamparary restrainV � i diagonal brecing to inswe stability dunng wnstruction is ihe responsibilily of the installer.Additional permaneM building stability brecing of the overell sWCture .., .� i is tha responsibi6y of tha bwldin9 designer or owner of the trusses.For genaral guidance regaMing design responsibilities,fabncation qualiry wntrol,storege, ., �, delivery,eredion lateral reshamt and diagonal brecing,consult ANSUTPI t,DS&89 and BCSI(Building Component Safery Infarmation)aveilabb trom CONSULT/Na 1LC I,.... .._. SBCA at w.vw.sbandustry,com. .. . _. . . ..__... _. ... . . � � IJob ...--- - --- iTruss iTruss Type —� -- -. . ..�Qly Ply Cherry Meadows7442-8 � I � I � 16168158 �81211198 --- 'J07 �Jack-Part�alTruss I3 1 � �• __ 1_ - - --- -- L- - --- _--_-- -- -L- ---- - :Job_ReferenceSophonal)-- - _. _- --- --. ' ProBuild Arlingtan,AAington,WA 98223,list� 7250 s Aug 25 2011 MiTek Industriee,Inc. Thu Nov 29 1228:05 2012 Page i s-7-2 i� ID:9era�A2cgcSSy9�n@sSz2ryENwf�i.WSkV8lwtStldeO?fBSbtlgcj2AARo37Uqe0Y5YyEK50 �o- -a -1-6-0 32•2 GO-0 13-11-11..._ I . ___�___-___ - ___- --_I_-- _ _-_ _._-I_._ ..._____.__ .___.._._ __ ._. _..-__—_.______.__._-._{ 1-8-0 32-2 2-414 7-11-11 Scale=1:37.5 �r 7 n il 6 �� i'� �' I / ;i � 5 ' � i 5.�I12 ,i��%� � i 4 � / � 3 �'� � ,-,, =�� ,� i � � IN �� I I � /� � � I / /// I � �� / � .Z / � �� i . 1� _-._ ..._ .�.� g� , , _ ___ . ._ � �;/ �� 3x4 - B _.. -__ _._._ ____ ._.-- --.c �.--- --r- ---- ...:.- --- -._. --- -- _. _..____ __.-- ---- - ..-- --- - --- --- --- ._ _. , - --- --- -.___ __ "-`--- - -- ------ -.. LOADING(ps� I SPACING 2-0-0 CSI i DEFL in (loc) I/defl L/d � PLATES GRIP TCLL 25.0 � Plates Increase 1.15 TC 0.27 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) -0.00 7 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 1 (Matrix) Weight:27 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 70-0-0 oc bracing. REACTIONS All bearings 0.1-8 except(jt=length)7=Mechanical,2=0-5-8,B=Mechanical. (Ib)- Max Horz2=183(LC 5) Max Upiift All uplift 100 Ib or less atjoint(s)7,2,4,5,6 except 3=-113(LC 5) Max Grav All reactions 250 Ib or less at joint(s)7,8,4,5,6 except 2=355(LC 1),3=398(LC 1) FORCES (Ib)-Max.Comp.lMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf; BCDL=4.Spsf;h=25ft;Cat.Ii;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever leR 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 at joint(s)3,4,5,6. 6)Provide mechanical connection(by others)of truss to bearing plate capabie of withstanding 100 Ib upliR at joint(s)7,2,4,5,6 except (jt=1b)3=113. 7)Beveled piate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heeis"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �y�SBPH �� wAS��,� .�+� b� �� ` . �� November 30,2012 �,, � WARNING-Vedfy desgn paremeten and read notes on this Truss Design Drawinq and included DrJ Reference Sheet(rav.03-17')beforo use.Design I� valid for use with MiTek connector plates only.This dasign is based ony upon parametere shown,and is for an individual building componant.Applicabiliry i , i o/design pa2metero aad proper Incoryoretion of the component is responsibiliy of building designer or owner of the tmsses and installec Lateral restreint � �� '� designaUons shown on individual wab and chord members ero lor compression buckling only,not forbuilding stabiliy bradng.Addilional temporary restraintl �i diagonal bra�ing to insure stabiliry during construdion is the responsibitity of the insWllx.Addilional pertnaneM building stability breeing of the overall suudure ,� is the responsibility o1 the building designer or owner of lhe trusses.For general guidance regarding design rasponsibilities,fabncation,qualiy control,sbrage, � ' delivery,eredion,lateral rastraint and diagonal bredng,consull ANSUTPI 1,DS&09 and BCSI(Building Componenl Sa(aty Infortnation)available trom CQNSULnNQ LLC � i � �.__. . SBCAatwww.abcindustry.com -__... ...... . ._. . _ _._. __ ..__... _._.--- -._.. _____ _ . ._._ -__---_ .._._. _.__._ _._ . I I�Job . -�-- ---- iTruss Truss Type --.. -.-_ ... . ...i Qry i Py �cherry Meaaows laaz-9 ...i ' 16168159� j 81211198 IJ08 Jack-Partal Truss I 3 1 � I _ ___ 1 _ � _1_ _ li__ �JobReference(optional)_ _ _._-------------___ _� - - ' ProOuild Adington,Adington,WA 98223 �st] 7 250 s Au 25 2011 MiTek IndusWes,Inc. Thu Nov 29 1216:08 2012 Page 1 ii_�g ID:Sem?�gpgcSSy9Tfl§1�ryENw(��7�6jTIZem�l(�rpr1966219uoaWgXWFd3115eyEK57 iao � �-z-z � s-ao 4�-s �s>>->> _ { -- _ � _ ___ _- - —. _ __ . _____— _ b- 1-GO 3-2-2 �2-314 ' 9-11-11 Scale=1�422 8 ;,.� i� � - '-% ° ==j 6 yj �. � ; I5.00�12� .-=��='� j I 5 , � � 4 " j, ! .� , �n � 3 , , �� I� , ��'� � =' , ,- , , ; ; z ; oi , .,,�� -- -- --: = 1� � - ,,�� " 3x4-= 9 _ .._._. ._ .---- --- _-_- -- _-__ .._ _._ ..-: ----.- -r-. ...--- -- -.--- -- --- - --- ---- .____ .._. .._ ..,.. __. -- � --- -- ---- �---- f ....-- --- _.. _.. -:.-.. I LOADING(ps� � SPACING 2-0-0 CSI DEFL in (loc) I/defl IJd I� PLATES GRIP TCIL 25.0 I Plates Increase 1.15 TC 0.27 Vert(LL) -0.07 2-9 >922 240 MT20 185/148 TCDL 10 0 Lumber Increase 1.15 BC 0 50 I Vert(TL) -0.16 2-9 >419 180 BCLL 0 0 ' Rep Stress Incr Yes � WB 0.00 Horz(TL) -0.00 8 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 � (Matrix) � 1 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 10.0-0 oc bracing. REACTIONS All bearings 0-1-8 except(jt=length)B=Mechanical,2=0-5-8,9=Mechanical. (Ib)- Max Horz2=206(LC 5) Max Upiift All upiift 100 Ib or less atjoint(s)8,4,5,6,7 except 3=-113(LC 5) Max Grav All reactions 250 Ib or less atjoint(s)8,9,4,5,6,7 except 2=355(LC 1),3=398(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 B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between 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 at joint(s)3,4,5,6,7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,4,5,6,7 except Qt=1b)3=113. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,8,7. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE�S) Standard ,��''� a�? , ��,� �� 4 �� a � �� November 30,2012 � .� WARNING-Venfy dasign paremeters and read notee on this Truss Oesign Drewing and included OrJ Raference Sheet(rev.0311')beforo use.Dasign valid for use wrt�MiTek connedor plates only.Thie design is based only upon parameters shown,anC is(or an individual building component Applicability i , , i ot design parametere and proper incorporatlon of the componaM is raeponsibiliry of building designer or owner ot Ihe Irusses and installec Lateral restreiM I� , designations shown on individual web anC chorc!members are tor compression buckling ony,not forbuilding stabiliry brecing.Adaitional temporary restrainV I, diagonai braang to insure slebiliry dunng construction is the responsibiliy ol the installer.Additional permaneM building stabiliry brecing of the ovarall structure � , I is the responsibility of Ihe buildinp designer or owner of the trusses.For ganerel guidance regarding design responsibilities,fabncation,qualiry control,storage, :f�c� � , � delivery,e�ection,lateral reetraint and diagonal bracing,consult ANSUTPI 1,DS&89 and BCSI(Bwlding Component Sa�ary Information)availabla from I CQNSV��NQ LLC I�i � SBCAatwww.sbundustry.com. _ i ___ i Job , �Truss ITruss Type ?Qty Ply i Cherty Meadows 1442-8 I6188160 I'87271198 IJ09 iJack-ParfialTruss t � 7 I • _._-- � _ _.__ f ---- ---- - _ _— - i-- Job Reference(optwnal? ' ProBui�d Arlinglon,AAington,WA 98223,Lisl] 7 250 s Au 25 2071 MiTek Industriee,Ina Thu Nov 29 1226:06 2012 Page 1 �t-2 �1�2$ �i-5-a {p�m?nA2qy�y9TnQ3��r�ENwQ-�qt�jTlZemt�gr1966Z19uoaWgXlNFd3115eyEK57 � -�-6-0 ; �2-z -- , s-ao + n-�a�s � - -_ _ _ _ - -— - -- --___ --- - _ _ - -- -- i-s-o a-z-2 2-�ia i�-ia�s 5.00�12 � Scale=1:46.7 iQ} J 9 i�.�"J �� i j�." ; e �� I 3xa% =�%� , � i � I , 8 ' ,�� i � 5 _.,''"�.�� I °� 3 4'-�;� �/�/ II�A � %�- � � � i � � � � ,�`� ''. I Z , ; , � �t i d� 11/i ,t<� -._ - .._.__ __� , 3x4 '- 11 ._ -_. _--- -.-r-- --.__ .._ _-- c,-�.-- -:- --- --- � -- -.- -- -z- -._r- _ ._ _.. i _. . .---- - ---. .. , __ . ....-- - - --. . .- ---- '_::- .:-:::. _.. LOADING(ps� , SPACING 2-0-0 CSI � DEFL in (Ice) I/defl Ud � PLATES GRIP TCIL 25.0 ' Plates increase 1.15 i TC 0.27 Vert(LL) 0.07 2-11 >922 240 MT20 1851148 TCDL 10.0 I Lumber Increase 1.15 BC 0.50 Vert(TL) -0.16 2-11 >419 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.00 Hoa(TL) -0.00 10 n/a n/a BCDL 8.0 I Code IRC2009/TPI2007 (Matrix) ' Weight:32 Ib FT=20% _—__-- _.._1 . _-- __-- --- _ _ --__ L--- LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direcUy applied or 6-0-0 oc puriins. BOT CHORD 2 X 4 HF Stud/Std 80T CHORD Rigid ceiling diredly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-1-8 except Qt=length)10=Mechanical,2=0-5-8,11=Mechanical. (Ib)- Max Horz2=229(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)10,4,5,7,8,9 except 3=-114(LC 5) Max Grav All reactions 250 Ib or less atjoint(s)10,1 t,4,5,7,8,9 except 2=355(LC 1),3=398(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 B;enclosed;MWFRS(low-rise)gable end zone;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)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8,9. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib upliR at joint(s)10,4,5,7,8,9 except Qt=1b)3=114. 7)Beveled plate or shim required to provide fuil bearing surface with truss chord at joint(s)3,4,5,7,8,9. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI t. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard '^q�, 1U�EPH p�� r�' '�,'�� `�rC��'"�S � �� Q � �� ; ��rnv�.�'° November 30,2012 �� WARNING-Verify design parametars and read notee on this Truss Design Drawing and included DrJ Referance Sheet(rev.0311')before use.Design 'I i valid for use with MiTek connector plates ony.This Oesign is baseC ony upon parameten shown,and is fo�an individual buitding compona�t.Appliwbility , of design parameters and proper incorporefion of the component is responsibility ot building dasigner or owner of tha frusses and installec Lateral resVaiM i �, i designations shown on individual web and chord members aro lor compreseion buckling onty,not forbuilding stabiliy bra�ng.Adtlitional temporary rastrainU i diagonal bradng lo insuro stability dunng construdion is the responsibiliy o(the installer.Additional pertnanent building stabiliy brecing of the overall sWduro is the responsibiliry of the building desiqner or owner of the trussas.For general guidanca regarding design responsibilifiee,fabncalion,qualiry control,storege, ��'� � � delrvery,erecfion,lateral resireiM and diagonal brecing,consult ANSI/TPI 1,DS&89 and BCSI(Bwlding Component Safery Information)available from � � ';_ _ secn a�,w,w,gtG�a�gtry.�m. _ _ I CONSULT/NQCCC j fJob , ` — �Truss lTruss Type I Qty �Ply rcherry Meadows ta42-e 16t6618t 81211198 ' IJ70 �Jadc-PaAialTruss 1 1 __.__ _---------�-----__--------- � ____ _---- __- JobReference_(optio_nalZ- --- - -- -- _--- — ' ProBuild AAinglon,AAington,WA 98223,�stJ 7 250 s Aug 25 2011 MiTek Industnes,Inc. Thu Nov 29 1226:06 2012 Pa9e t '�0 9-�-2 �z-2_ _ 6 aalD:Sem?nAd��Sy9TnQsSz2ry�E 5wQ-z706jTIZAAiIHFJU�r1966Zt9upaWgXWFd3115eyEK57 I ---7-GO -._.+-----�----_._ 322 �.-�-�4 -------- 2-9-t4 ___I- ._.__ -3-4-15 —._..---I Scale=1:27.0 � /� 4� I� /%/ � � 5.00�12 �'� � �� I 3 %� � � � o � " �� , i�� : � - �� I 2 � j' , i -" � - ---- ' �. '- � y - - - - __ __ � � �� - __ ___ __— _ a ,� �i,/ � ��:� 3x4 -- 5 - --- ---.-- --_-. _._-. ----.- __._.r _._-.--- -.-.,_..- -,- -... _.. _.._. __-- ..___ ...-- --- - ---- ---- -- -.. _ r�:r- -- - - � -- _ _._ .-'- ---- � �-- --- __. ____-- .___- LOADING(ps� I SPACING 2-0-0 CSI DEFL in (Ix) I/defl Lld PLATES GRIP TCLL 25.0 � Plates Increase 1.15 TC 0.27 Vert(LL) -0.07 2-5 >922 240 MT20 185/148 TCDL 10A � Lumber Increase 1.15 BC 0.50 Vert(TL) -0.16 2-5 >419 180 I BCLL 0.0 ' � Rep Stress Incr Yes WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 8.0 Code IRC2009/TPI2007 � (Matrix) i L Weight:21 Ib FT 20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly appiied 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 Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz2=131(LC 5) Max Uplift All uplift 100 Ib or less at joint(s)4,2 except 3=-112(LC 5) Max Grav All reactions 250 Ib or less at joint(s)4,5 except 2=356(LC 1),3=392(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 B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical ieft 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)Reter to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,2 except Qt=ib) 3=112. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i��H b��.� `�,y`��WA ,y�.�� O� r .. �� '��rrax.�'° d � , November 30,2012 �I�� WARNING-Varify design paramatere and road notee on Ihis Truse Design Drawing and inGuded DrJ Reterence Sheet(rav.0311')be(ore use.Design �, valid far use vrith MiTek connedar plates onty.This dasign is based only upon parametera shown,and is far an individual building wmponant.Applicabitity I � of dasign parameters and proper incorporation of tha eomponent ie rasponsibiliry of Duilding designer or owner of the trussee and installec Laterel restrairrt I I deaignations shown on individual web and chord membxs aro for comprassion buckling only,not fortuilding stability bradng.AddHional temporary resVainU � ��' I j j diagonal brecing to insure stabiliry dunng construclion is the reeponsibiliry of tha installx.Additional permaoent 6uilding stabiliry b2cing of the overall structure I � � is the responsi6iliry of the building designer or owner of the trusses.Far general guidance regarding design responeibilities,fabriwtion,qualiy wnlrol,storege, ;:;��. � delivery,eraction,lateral restramt and diagonal bracing,consult ANSIRPI 1,DS&89 and BCSI(Building Component Safery Infortnation)available from CONSULTIHQ LLC I_ . __.SBCA at www.sbundustry.com __. . ._ .. . ._... _ . _ _ . . ._ .. . .. . I __ --__ _ - __--- -- _ _---_ -- ;Job . ' Truss Truss Type aty �Pty Cherry Meadows�aa2-e I I i � I � 16166162 iB1211198 ' �S07 Lack-0penTrvse ID:SI4. ..I � �i -----.. ..... .----- --- i . �__.___ ____ __ ---- __ ___ L___ Jab_Reference(option�a2-- - -- 1 ____ ____ - �ProBuild Arlinglon,AAington,WA 98223,List] 7 250 s Aug 25 2011 MiTek In ustnes,Ine. Thu Nov 29 1228 07 2012 Page 1 em?nA2cgcSSy9Tn Q sSz2ryE Nw�-SJa�1��804'�?6281 I sd L65h63_z?GzV m IyVeARyE K5_ I . -1-C'U &'F-Z-- �-_..t-11-tt ....{ ..._.__ ___.._._ _—_-_ __._..._._- .__..__._-_ . ___.____.__.__._ __._. 1b0 1-11-11 Scale=1:10.0 � 3 4-��1 / , 500'12 � ,�� - i =. .- /':..� , � � % � � , 2 / � � � =� � i\ i � ... --. .__._ /. y°�� ,..-�- �� . C � . )//� -- �� '�I I . � � I '� � - -- _ 1 � , � V� d ,, ,� _ - --_ _ _ -- _- , , / � 5 1 � _ � � � i� i' �� / �, �--�� = � �� I - ,�.� � � 3x4 V� e��-� g-1-2 &10-7 _. _.___ ..-- -- _. ..._._ __ .__ . _. _. __ ... ---- -. __ ___ .. Plate 9ffSets(X,Y�;_ [2:EdgeR-3-OJ -- _. _ __ — -- -- --- -_ _ __ _ _ _ — I:_ _ --- i -_ _- _- _ l _- _ LOADING(ps� l SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud � PLATES GRIP TCLL 25.0 I Plates Increase 1.15 II TC 0.11 Vert(LL) 0.00 2-5 >999 240 ! MT20 185/148 TCDL t0A Lumber Increase 1.15 BC 0.05 Vert(TL) 0.00 2 5 >999 180 ' BCLL 0.0 ' Rep Stress Incr Yes �i WB 0.00 Horz(TLj 0.00 3 nla n/a BCDL 8.0 Code IRC2009/TPI2007 1 (Matrix) 1 Weight:7 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Strudural wood sheathing directly appiied 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=232/0-3-8 (min.0-1-8),5=16/Mechanical,3=24/Mechanical Max Horz2=47(LC 5) Max Uplift2=-60(LC 5),3=-8(LC 6) Max Grav2=232(LC t),5=35(LC 2),3=24(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or iess except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.Spsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end veRical 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 a�y 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 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 Vuss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capabie of withstanding 100 Ib uplift at joint(s)2,3. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��''�s�N �,�hr�� n�w� A;�� c o,� ° � �,�,. - �� ,� , �� November 30,2012 li ,� WARNING-Venry design parameters and read notes on this Truss Dasign Orawing and inGuded OrJ Reference Shaet(rev.03-11')bekre use.Design I .. i valid!or use with MiTek conneetor platee onty.This dasign is based only upon paramefen shown,and is for an indivWual building componant.Appliwbility , �� of desiqn parametere and proper inwrpaation of the component is responsibiliry ol building designer or ownar at the trusses and inslallet Laterel restraint . designa6ons shown on individual web and chord members are for compression buckling only,not torbuilding stabiliry bracing.Additional temporary restraintl ,. '�. diagonal bradng to insure sWbility dunng construdion is the resporoibility ol the installx.Additional pertnaneM building stabilily bracing of the overell sWClure � is the responsibility of the building designer or owner of the tr�sses.For ganerel guidance regarding design responsibilitiea,labrication,qualiy control,storage, I ,. � . delivery,eredion,lateral restraint and diagonal bracing,consult ANSI/TPI 1.DS&89 and BCSI(Building Companant Safery Inlormation)available from I CONSULT/Na LLC �,I ; i SBCAatwwwsbcindustry.com . .__- _. __. _ .__.. . _. .._. .__. . . ._. . . _._.. .. _. . ... . _ _L.. .._ . ...___. __... __. .. �� _.. .. ... _ . __.___ . _... . Job - -- i• -- -- ; - iTruss Truss Type 'Qty �Pty rCharty Meedows 74a2 B � � , 16166163 81211198 �502 IJadc-Opan Truse I4 1 I.. . __...__ -.__. i.._— .. _ _... L .�__ �__ . Job Reference{optionaq__ _ ... .. . _. _ _ _-- -_ __ _ ' ProBuild Adinglon,Adington,WA 98223,List] �� &1 2 7250 s Aug 25 2011 MiTek IndusUies,Ina Thu Nov 29 12.26 07 2012 Page 7 I D:Sem?nA2cgcSSy9TnQsSz2ryENw(]-SJaUwpr��0�4??6281 I sdL65h5a_z?GzVmIyVeARyEKS_ -1-&0 ---- —&+Z - --_ 2�0"°--. .__-- +---- ____�-ii i�-- -----� �_. __ - ' �-s-o z-ao �-i�-i� Scale=1:14.8 , 3�1 � i ! '' ��I ,v i - � ��'� �° � 5.�i,z� - �= �� - � - �� - �, , - � - ;,� , � �. , � z ' � ,��1 ,� �� ,--: - � � � � �� ' �� _ _ � � � �� _ _ , �\� �' f C� 3x4 V� 4 __ ._ __-_ __ --- -. .. __ _ __ _ _. Plate Offsets�X.Y�_[2:Edge,0-3-0�-- _ _ _ —- __ ._ _ . - -_- -- _ ___ _ _ I __ _____ _-- - --- T_ _ _ — _ _ - LOADING(ps� SPACING 2-0-0 i CSI � DEFL in (loc) Ildefl LJd PLATES GRIP TCLL 25.0 Plates Increase 1.15 � TC 0 14 Vert(LL) -0.00 2-4 >999 240 � MT20 185/146 TCDL 10A ! 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 1 (Matnx) 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 purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (iblsize) 3=115lMechanical,2=280/0.3-8 (min.0-1-8),4=16/Mechanical Max Horz2=69(LC 5) Max UpliR3=-30(LC 5),2=-61(LC 5) Max Grav3=115(LC 1),2=280(LC 7),4=35(LC 2) PORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;85mph;TCDL=6.Opsf;BCDL=4.8psf;h=25k;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever leR and right exposed;end veRical left and right exposed;Lumber DOL=7.33 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 redangle 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 piate capable of withstanding 100 Ib uplift at joint(s)3,2. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �. ��,�FN °�� t �� U� ��, � ��" . � �� November 30,2012 � WARNING-Veriy design parametere and read notes on this Truss Design Drawing and included DrJ Rekrence Sheat(rav.03-11')beforo use.Design i i valid for use with MiTek connector platee onty.Thie design is based only upon parameten shown,and ia for an individual building component.Appliwbiliry � I ;,4� i i of dasign paremeten and proper incoryoreUOn ot the componeM is rosponsibiliry of building designar or owner of the Wssas and installer. Latare�restraiM I �ii^ designations shown on individual web and chord memben aro lor compreesion buckling only,not forbuilding stability bracing.AddNional temporary restrainY , diagonal b2cing to insure stabiliry dunng constnidioa is the responsibiliry of Ihe installer.Addidonal pertnanent building stabiliry bracing of the overall sWCture ,_ 'i is tha responsibiliy of the building dasigner or owner of the trusses.For generel guidance regarding design responsibilitiee,fabncation,qualiry control,storaga, t`r�f I� delivery,erection,lateral restraiM and diagonal bradng,consult ANSIITPI 1,DS&89 and BCSI(Building Component Safey Infortnation)available irom I CQNSV�,/INQ LLC �� SBCAatwww.sbcindustry.com.— �------ -_ . - ---... _ _... . . _. _ .. ._._ .._ ._ ...... . .._ ... .. .._.__. ._.. .. . .. _.._ . I , .. ... .. .. _.._.. .... . .___._ ._.... _.. _ .. I�ob , ' �Truss ITruss Type �Qty �Ply TCherry Meadows1442-8 � , 16166764� �81211198 ' �503 Jack-0pen Truss 1 j 1 I �- __ _ - 1_-- -- -- -- -- - _ _ I_ —__1�9��ference{optional)_ J -- --- . _-- ProBuiM Adington,Adington,WA 98223,Ustj 7250 s Aug 25 2011 MiTek IndueVies,Ine.Thu Nov 29 1226:08 2012 Page i ai 2 ID:Sem?nA2cgcSS��r�QsSz2ryENwQ-wV7s89np9N7sjCjEsaBaflEIzNIF?QIwWcEChtyEK4z f 7-11-it _ � ._.___ .._.____ -______ ._._._. .__ . t-11-11 . ..-...--- — �-�� Scale=1�.9.5 2 3 � i 5.00�12� � I l i,�l��I , ' �+,r �' � / ��'_y � ! � ; � , , ',; ; i � . '; -? � - , 5 � � , � � �� % ��d � I �� ,— � ;�� i � � �°I 1�< -- -- - - � � ��% 4 ��____.�� ; ,_ �; �� / �� &1-2 3x4&�•2 8-10.7 -- - - ___- -___ _.... ____ —_-- __— _. Piate Offsets(X,Y);__[1:Edge�O-3 01 ._. --- -- --__ ___ __ ____ __ _ _ _ - --- ____------- .- - ____ _ -- r --- --__ -_ _ _---- - r---- LOADING(ps� I SPACING 2-0-0 i CSI � DEFL in (loc) I/defl Lld � PLATES GRIP TCLL 25.0 Plates Increase 1.15 � TC 0.04 Vert(LL) -0.00 1 >999 240 MT20 185/148 TCOL 10.0 Lumber Increase 1.15 i BC 0.05 Vert(TL) -0.00 1-4 >999 180 BCLL OA ' Rep Stress Incr Yes WB 0.00 , Horz(TL) -0.00 2 n/a nla BCDL 8.0 i Code IRC2009/TPI2007 I (Matrix) I � Weight:5 Ib FT=20% -_ �______ . L___- __ ___— -- --- -L--- ----_ _______ _ ___ _ LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing direcUy applied or 1-11-11 oc purlins. BOT CHORD 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directty applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 1=80/0-5-8 (min.0-1-8),4=16/Mechanical,2=67/Mechanical Max Horz1=24(LC 5) Max Uplift2=-22(LC 5) Max Grav1=80(LC 1),4=35(LC 2),2=67(LC 1) FORCES (�b)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;SSmph;TCDL=6.Opsf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(iow-rise)gable end zone;cantilever left and right exposed;end verticai left and right exposed;Lumber D0�=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.Opst on the bottom chord in ail areas where a redangle 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. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ��s�� a ,�� r� �� ',. �� . �� # � November 30,2012 ii ,� WARNING-Verify desgn paramaters and read notas on lhis Truss Dasign Dravnng and iricluded OrJ Referenee Sheet(rev.03-11')before uee.Design , • valid for use with MiTek connector platae oay.This design is based only upon parameters shown,and is�or an individual building wmponenL Applicabiliry , I of deeign parameten and proper incorporation of Iha component is rasponsibiliy of building designer or owne�of the trusses and installec Lataiel reslraint i ' designations shown on individual web and chord members aro for compression buckling only,not forbuilding stabiliry bracing.Additional temporary restreintl i , I idiagonal bracing to insure stahiliry dunng construdion is Ne responsibiliry af the instalix.Additional pertnanent building stabiliy bracing of lhe overeli slivcture I I i is the responsibiliy of the buildmg designer or ovmer of the trussae.For genarel gmdance regardmg design rasponsibilitiae,fabncation,qualiy wntrol storage, �� delivery,eredion,lateral restreint and diagonal bra�ng,consult ANSIlfPI 1,DS&B9 and BCSI(Bwlding ComponaM Safety Informatian)availabb from CONSULflNa LLC � I SBCAatwwwsbcinduetry.com .. ___ . __.___ .__.__. .. .._. __. _. __. _._ __._ .... I , _ _ _ i Job . .. ' _ .Truss -. _ Truss Type -�aty Pty Cherry Meadows t4a2 B - I6t66165 '81211198 SO4 Jack-0pen Truss 1 � i. �__ _ --- -- � --_ _--- L_ _ Job Reference�oQUonalZ-- - ___ -_ _ __ � ProBuild Arlington,Arlington,WA 90223,List] &t-2 7 250 s Aug 25 2011 MiTek Industnes,Inc Thu Nov 29 12:26:08 2012 Page 1 ID:Sem?nA2cgcSSy9TnQsSz2ry��Q-wV7s89np9N7s�CjEsaBafIEFSNIF?QIwWcEChryEK4z &1•2 Z.p.p _ -.-._—--- .--317-11 i ..__. ___ _ _..__._. _..______—__..I. __....__—___..i z-ao +-�+-» Scale=1:14.2 2 � � 5.00�12� ;;.,-' / I�!I;i I f v I ,., ;�,� ,o I ,; - '- l � �� , ; , , � � � � � , ; � ,; - = i � - � ,. , ; .� �� =� � ; , , �n i � ' I� �: / ��,, I < �/.//�'.i'.�- /_/./ __. i`�� 1 F II h" � ' II�11 I �. ��__ _._.._ .i..Y �I i � .. ___. 1 K, �r �x� j �i/_ _� i�,,_ � i '� ...,!�_.__�,' 3x4 \� 3 - _ _ -- __ - - _ _ - --- - Plate Offsets(X Y�:_�1 Ed�e,0-3-0� __ ___ _-. __ __ _ ___ __ .-- - I _ : r --- _ _ . ___ ___ LOADING(ps� SPACING 2-0-0 I CSI DEFL in (loc) I/defl L/d � PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.00 1 >999 240 MT20 185/148 TCDL 10.0 Lumber lncrease 1.15 BC 0.05 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ` Rep Stress incr Yes WB 0.00 Ho2(TL) 0 00 2 n/a n/a BCDL 8.0 Code IRC2009lTPI2007 I (Matrix) Weight:7 Ib FT-20% _ __ ____._ . __ _____ ___ L_ _--- _ _ 1----- -- — -- __-- -----_ __ _ _- --- _- -- -_ 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 directty applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=151I0-5-8 (min.0-1-8),2=135/Mechanical,3=16IMechanical Max Horz 1=46(LC 5) Max UpliR1=-11(LC 5),2=-40(LC 5) Max Grav1=151(LC 1),2=135(LC 1),3=35(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 B;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit beriveen 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 uplift atjoint(s)1,2. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)"Semi-rigid pitchbreaks with fixed heeis"Member end fixity model was used in the analysis and design of this truss. LOAD CASE�S) Standard u�EFH b�.. � �� ; ; ,�� ;;� ��" '�'��*��.�'c� November 30,2012 � �j� WARNING-Veny design paremelero and read notas on this Truss Design Drawing and included DrJ Reterence Sheet(rev.03-11')before use.Dasign I ; valid for use with MiTek connector plates onty.This deeign is based only upon paremetan shown,a�d ie for an individual building componeM.Applicability ° � ' of design paramaters and proper incorporation of tAe componant is responsibiliry of building dasigner or owner of the trusses and installec Lateral restraim � I designations shown oa individual web and chord mamben aro for compreseion budling only,not forbuilding stability bracing.Additional temporery raetrainV I� , I�� I� diagonal brecing to insure stabiliry dunng construction is fhe responsibiliy of tha instalfer.Additional pertnanent building stabiliry bra4ng ot the overall structure '� �� is Ihe reeponsibilily ol lhe building designer or owner of the Uusses.For general guidance regarding design responsibilities,fabncation,quality control,storage, i '" i delivery,erection,Iateral restreinl and diagonal brecing,coneult ANSIITPI 1,DS&89 and BCSI(Building Component Safety Information)availabk trom CQ�u��NQ LLC �I SBCA alwww.sbcindustry.com . . . . _._.. .. . ___... _...._.... . ..... _... .. .. . .. ._._.. . _ . . . ._._ I_ . _ ___ _. . .._. . .. __._______,_ ____--------- ._--- ___._- -__ ___ _ . 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