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Job Truss T�' ,pe Qry Ply �� <br /> � HOME DEPOT PLYNIOUTH 010 GABLE 2 1 <br /> Job Reference Cwnal <br /> P&M Truss Inc.,tsand,MN 55040 6.500 s Feb 5 2007 AMTek IndusVies,Inc. Wed Mar 1816:32:54 2009 Page 7 <br /> , -2-0-0 ,1-7-3, 41-4 , 9-2-7 , 12-3-0 , 15-&9 , 20-4-12 � 22-10-13 ,246-0, 26-6-0 , <br /> 2-0-0 1-7-3 2-6-1 5-1-3 3-0-9 3-0-9 5-1-3 2-6-1 1-7-3 2-0-0 <br /> swo.�3e <br /> s.+o- <br /> � <br /> �� <br /> �i <br /> 10.00 12 <br /> - 8 B <br /> 1N� <br /> Q <br /> 8�10I �� Bt10�: <br /> B <br /> 5 <br /> 10 <br /> ! <br /> �.a9 y�� <br /> v <br /> . xm M � � . � aa N <br /> zu ' <br /> �� <br /> � �� �x n� <br /> 1'! 18 15 <br /> � tOxfOC NBC 16t10� � <br /> ,1-7-3, 41-4 , 20-4-12 • � 22-10-13 ,246-0, <br /> 1-7-3 2-6-1 16-3-8 2-6-1 1-7-3 <br /> Piate onse�s x : is:a�-s aso ir.o-a-e o-s-o <br /> LOADING(ps� SPAqNG 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GF�P <br /> TCLL 35.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.72 1517 >403 240 M'f20 197/744 <br /> TCDL 10.0 Lumberk�crease 1.15 BC 0.50 Vert(TL) -1.051r17 >275 160 <br /> BCLL 0.0 Rep Stress Incr YES W B 0.57 Horz(R) D29 27 Na Na <br /> BCDL 70.0 Code MNSRCliP12002 (Ma[rix) Weight:2011b <br /> ' LUMBER BAAqNG <br /> lUP CHORD 2 X 6 SPF 2100F 1.BE TOP CHORD SWclural wood sheathing directly applied, exep[end nerticals. <br /> BOT CHORD 2 X 10 SYP 2400F 2.OE BOT CHORD Rigid ceiling directly applfed or 9-8-5 oc bracing. <br /> W E85 2 X 4 SPF Stud'Exept' JOINTS 1 Brace at Jt(s):19 <br /> W4 2 X 4 SPF No2,W4 2 X 4 SPF No2,W 1 2 X 4 SPF 2100F 1.8E <br /> • W12X4SPF2100F1.BE <br /> �acnoris pmsize) zo=2sosro-s-a.2�=zsasro-s-e <br /> nna�c Horz zo=ra���c a) <br /> FORCES (Ib)-Ma�dmum CompressioNMa�dmum Tension <br /> TOP CHORD 1-2-0/124,2-3-257(76,3-4=232?J0,4-�-2183/0,5-6=1591l0,6-7=37/399.7-8-14/399,8-9=-1591Y3.9-10--2183/0,10-11=-2322/0,11-12=-257/61.12-13=0M24,1&20=•2305/0, <br /> 2-18=390/128.14-21=2305/0.12-14=-390/720 <br /> BOTCHORD 17-18=26/1212,1617=0/1392.1S1C�0/7392.14-15--0/1212 <br /> WEBS 619=1795/0,8-19=1795/0,5-17=0/1257.9-15=16/1257,3-17=-47/246,11-15=29/246.7-19=0/83,3-18—2293/0.11-14=2293/0 <br /> NO�ES (8) <br /> 1)Unbalanced rooi li�,e loads have been considered for this design. <br /> 2)W ind:ASCE 7-05;90mph;h=25ft;lCDL--6.Opsf;BCDL--6.Opsf;Categwy 11;E�B;enclosed;MW FRS;cantilever left and right exposed;end vertical left and right <br /> e�osed; Lumber DOtt1.33 pla[e grip DOL=1.33. <br /> 3)This Wss has been designed tor a 10.0 psf bottom chord live bad nonconcurrent with any other live bads. <br /> 4)This truss requires plate inspection per the Tooth Count Method when this Wss is chosen iw qualiry assurance inspection. <br /> 5)Ceiling dead load(5.0 psf)on member(s).5�6,8-9,619,&19; Wall dead load(S.Ops�on member(s).5-17,9-15 <br /> 6)Bottom chord live load(40.0 ps�and additional bottom chord dead load(0.0 psf)applied onty ro room.l5-17 <br /> 7)Bearing a[jant(s)20.21 considers parallel to grain value using ANSUTPI 1 angle to grain fortnula. Buitdng designer should veri(y capacity of bearing surtace. <br /> 8)This truss is designed in accordance with the Minnesota State Residentlal Building Code.No increased unbalanced loads or drift bads have been considered. <br /> The building designer should eerify the adequacy of the design loads as the component is incorporated into the orerall sVUCture. <br /> LOAD CASE(S)Stendard � <br /> �������� � <br /> �AR � � 200� � , <br /> n F <br /> l v il.. � :-�.� <br />