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o Truss TnlSs Type � � � Qly Ply Mary Becked8ecker Garage <br /> PER17692 7662R R1A REPA-R R1A SPECIAL 6 � ,Job Reference(optional) <br /> � --- <br /> D.020 s Aug 1 2016 MiTek Induslries,Inc. Mon May 08 12:36:05 2017 Page 1 <br /> � I D:khV(Sa8 M LW XJQSTAdW3hLynanO-zuPMiiCjxd pBF Qk t J?Mf B73m_Jg15rMqYolHvazlZDu <br /> , -2-0-0 3-11-11 , 7-7-13 , 10-7-6 1,1-10-p _ 17-8-0 _ _, <br /> � 2-D-0 3-11-11 3-8-3 2-11-8 -2-1 5-10-D ' <br /> 4x7 II <br /> �s.00 tz Repair to Add 2x10 Header to Member 7-8 <br /> s <br /> 5x5' Attach Header with(4)SDS25412 Screws <br /> 5 <br /> 6.00 12 3x4� <br /> 4 <br /> 4x4� 9 13 <br /> 3 <br /> 2.5x4 I I �� 6x1� <br /> z 7x8= 3x6�/ 7 � <br /> �' n <br /> 16.00 12 <br /> 0 <br /> 1y N <br /> �2 �� N r <br /> 4x4= 7x8// <br /> 8 <br /> 2x6 I I <br /> , 7-7-13 , 10-7-6 �1-1�-- — 17-6-0 , <br /> ` 7-7-13 2-11-8 3-1 5-9-0 ' <br /> Plate Offsets(X Y)- [6:Edqe 0-2-0] [7:Edqe 0-1-3] [11�0-2-13 Edqe] <br /> LOADING(ps� SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP <br /> TCLL 35.0 p�ate Grip DOL 1.15 TC 0.93 Vert(LL) -0.19 9 >999 360 MT20 197/144 <br /> (Roof Snow=35.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.36 11-12 >586 240 <br /> TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.65 S nla nla <br /> BCDL 10.0 Code MNSRC/TPI2002 Matrix-SH Wind(LL) 0.08 9 >999 240 Weight:97 Ib FT=0% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except <br /> T3:2x4 DF 1800F 1.8E endverticals. <br /> BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x4 SPF Stud`Except` MiTek recommends that Stabilizers and required cross bracing <br /> W8:2x4 SPF No.2 be instalied during truss erection,in accordance with Stabilizer <br /> Installation uide. <br /> REACTIONS. (ib/size) 8=944/0-3-e (min.0-1-8),12=1161/0-5-8 (min.0-1-13) <br /> Max Horz 12=262(LC 6) <br /> MaxUpliftB=-31(LC7),�2=-�o2(�c�) � Mwby c.�iy thw �h}` p�°", sp� <br /> FORCES. (Ib)-Maximum Compression/Maximum Tension <br /> Ncoiion, a ropor► wo� pnpoad by <br /> TOP CHORD 1-2=0/86,2-3=-124/45,3-4=-984/69,4-5=-1720/6,5-6=-2404I85,6-13=-2585/141,7-13=-2795/112,7-8=-988/69, m� or under my d"xect eaperdsan <br /> 2-12=-399/125 Regiuend 1ro <br /> BOTCHORD 11-12=-135/821,10-11=-129/1331,9-10=-195/2573,8-9=-55/196 cnd fho� � a <br /> WEBS 3-11=-18/88,4-11=-940/100,4-10=-56/735,5-10=-1234/94,5-9=-142/137,7-9=-172/1985,3-12=-1056/36, f�ss�or,pl E undar ths lows of <br /> 6-9=-211/3594 �� Sb1e � �/� <br /> L <br /> NOTES- <br /> 1)Wind:ASCE 7-05;9omph;TCDL=6.OpsF;BCDL=6.Opsf;h=19ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone; RH I l R06BINS <br /> cantllever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 <br /> 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 OATf• <br /> 3}Unbalanced snow loads have been considered for this design. Ra-�ytrotion no• 2 3��'��^ <br /> 4)This truss has been designed for greater of min roof live Ioad of 16.0 psf or 1.00 times Flat roof load of 35.0 psf on overhangs �---� <br /> non-concurrentwithotherliveloads. �'�����+� ~ <br /> 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 6)Bearing al joint(s)S considers paraliei to grain value using ANSI/TPI 1 angle lo grain formula. Building designer should verify <br /> capacity of bearing surface. <br /> 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 Ib uplift at joint 8 and 102 Ib upiift at <br /> joint 12. <br /> LOAD CASE(S) Standard <br /> �11"��� w ��a Z � a h ''� <br /> 1 Sl�� � <br />