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<br /> i,lob � TrUss TfU55 Type ���ty �Ply UP-Pacific Gareges LeFrance ��
<br /> i �. �, K1622485�
<br /> �J1506935 �A01 Common5upportetlGable �12 . 1 . �
<br /> , ' I .Job Reference{opuonal�
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<br /> Probuiltl, Arlington,WA 7.640 s Sep 29 2015 MiTek Industries,Inc. Tue Dec 29 07'.48'21 2015 Page t
<br /> ID:GIgScYB_AWgzVOwX7FB_koy60Ab-dVBD_b97TeBYSgyJheqbLemk9JdMW50cvExrDdy49N8
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<br /> 1-4-a 12-0-0 12-o-a 1-4-0
<br /> Scale=1:43.8
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<br /> 4x6 � p6 25 24 23 22 71 20 19 18 17 �g 4x6 -
<br /> 8x8 --
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<br /> 24-0-0 �- -�--�-�.
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<br /> Plate Offsets(X,Y)--_ j22 0-4-0,0 4 SL_ _
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<br /> LOADING�Psf� I SPACING- z_p_p I CSI. DEFL. in (loc) I/defl Ud � PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC �.12 Vert(LL) -0.01 15 n/r 120 MT20 185/148
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.�3 Vert(TL) -0.01 15 n/r 120 I
<br /> BCL� 0.0 * Rep Stress Incr YES I WB 0.08 Horz(TL) 0.00 14 n!a n/a I
<br /> BCDL 8.0 Code IRC2012/TPI2007 (Matrix) j Weighl:123 Ib FT=20%
<br /> __ _ _ _ __ _. _ .------ -----'�-- -- - ---------- ---.__. __._....__ i __._.. _.. _ - -- --------
<br /> �UMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> OTHERS 2x4 HF Stud/Std - - _ _ - ---- - -
<br /> � MiTek recommends that Stabilizers and required cross braang
<br /> , be installed during truss erection,in accordance with Stabilizer
<br /> I_nstallation_guide, _
<br /> REACTIONS. All bearings 24-0-0.
<br /> (Ib)- Max Ho2 2=-80(LC 9)
<br /> Max Uplift All uplift 100 Ib or less al joint(s)2,22,23,24,25,26,20,19,18,17,16
<br /> Max Grav All reactions 250 Ib or less at joint(s)2,21,22,23.24;25,26,20,19,18,17,16,14
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wind:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDL=6.Opsf;BCDL=4.Spsf;h=25ft;Cat.II;Exp B;enclosed;
<br /> MWFRS(envelope)gable end zone:caMilever lefl and rigM exposed.end vertical left and right exposed,Lumber DOL=�.60 plate grip
<br /> DOL=1.60
<br /> 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
<br /> Gable End Details as app�icable,or consult qualifed building designer as per ANSI/TPI 1.
<br /> 4)All plates are 2x4 MT20 unless otherwise indicated.
<br /> 5)Gable requires continuous bottom chord bearing.
<br /> 6)Gable studs spaced at 2-0-0 oc.
<br /> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 8)*This truss has been designed for a live load of 20.Opsf on the botiom chord in all areas where a redangle 3-6-Q iall by 2-0-0 wide will
<br /> ft between the bottom chord and any other members. �
<br /> 9)Provide mechanical connedion(by others)of truss to beanng piate capable of withstanding 1001b uplift ai joint(sj 2,22,23,24,25,26, �� �>ALII, RJj�
<br /> 20.19.1S.17,16.
<br /> �0)"Semi-ngld pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. ���pF W'`�sftji, �y
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<br /> LOAD CASE(S) Standard ,`Q' �O�
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<br /> �S'S�(I t�i;�1_,A;r'y:
<br /> December 29,2015
<br /> - � . ��sli . .
<br /> �WARNMG-Verify design pardme2ers and REAO NOTES ON THIS AND INCLUOED MITEK REFERANCE PAGE A11f-7473 ree f0/03/2075 BEFORE USE. , �,�� ����i
<br /> Uesign vnlid for use only with M7ekU connecfors.This dc-sign fs based only upon pawmeters shown.and is for an individual building cornponeni.not � 4r"'�,. i
<br /> o fruss sysiem.ftefore usc,fhe building designcr must verify}he applicabilify of design parametc-rs and propedy inmrporafe this desiyn into ihe o�aerali a��� '.
<br /> building deslgn. 8racing indicoted is te prevent buckling of individual frvss web and/�r chord menrLer cnN���ditfunal�emporary and permanen�lwcing � �,
<br /> is olwnys required for stability and to preveM collapse with possible personol inj�ry ond properfy domaga For g�neral yuidance reyarding ihe ' '�'� ���''� '
<br /> fabricalion,stoiage.delivery,erection and braciny of}rvsses and iruss sysiercis.see pNSI/TPI7 Qualify Criferio,DSB-89 and BCSI Bu1lding Component � 250 Klug Circle
<br /> Safety Information avoiloble hom irus;Plote Ins�itute.216 N.Lee Sheet.Suite 312.Alexandria.VA'2314. �� Corona,CA 92880
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