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Job Truss I Truss Type TOty i Ply OWENS/JCL RENTALS <br /> OTREC0069880 P1 POST FRAME 11 I 1 ' <br /> _ _ ! ,Job Reference(optional) <br /> 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Dec 04 15:51:43 2007 Page 1 <br /> 0.0.0 910.1 17-5-1 25-0-0 32-6-15 40-1-15 50-0-0 <br /> 9-10-1 7-6-15 7-6-15 , 7-6-15 7-6-15 9-10-1 � <br /> Scale=1:88.5 <br /> 3.00 12 9x12 MT18H= <br /> 5 <br /> T 5x8 <br /> 5x8; !� 6 6x10 MT18H; <br /> 6x10 MT18H; 4 - <br /> 3x10\\ ^ 7 3x10 b <br /> 0 3. � -. 8 <br /> Iii t4 <br /> 1 <br /> oyS 1 0 <br /> ;- u Y '� f-— 1 b Y –'� 10 <br /> o 61 <br /> 7x16 MT18H= 7x16 MT18H= <br /> 15 14 13 12 11 10 <br /> 8x8= 9x12 MT18H WB= 8x8= 8x8= <br /> 8x8= 9x12 MT18H WB= <br /> - <br /> 0-0-0 11-0-5 20-5-7 29-6-9 38-7-11 50-0.0 <br /> 11-4-5 9-1-2 9-1-2 9-1-2 11-4-5 <br /> ■ �Piate Offsets(X,Y): [1:0-7-12,0-3-8],[9:0-7-12,0-3-8]_ <br /> LOADING(psf) SPACING 8-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP <br /> ' TCLL 20.0 I Plates Increase 1.15 TC 0.84 Vert(LL) -1.05 13 >567 240 MT20 197/144 <br /> TCDL 4.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -1.55 12-13 >384 180 MT18H 197/144 <br /> BCLL 0.0 1 Rep Stress Incr NO WB 0.83 Horz(TL) 0.41 9 n/a n/a <br /> BCDL 5.0 i Code WISC/IBC00/ANSI95 j (Simplified) Weight:408 lb <br /> LUMBER BRACING <br /> TOP CHORD 2 X 10 SYP 2250F 1.9E TOP CHORD 2-0-0 oc purlins(2-4-2 max.). <br /> BOT CHORD 2 X 8 SYP 2400F 2.0E BOT CHORD 5-0-0 oc bracing. <br /> WEBS 2 X 4 SPF No.2*Except* JOINTS 1 Brace at Jt(s):5 <br /> W1 2 X 4 SPF Stud,W3 2 X 4 SPF 1650F 1.5E <br /> W3 2 X 4 SPF 1650F 1.5E,W1 2 X 4 SPF Stud <br /> REACTIONS (lb/size) 1=5617/0-5-8,9=5617/0-5-8 <br /> Max Horz 1=261(LC 6) <br /> Max Upliftl=-1467(LC 4),9=-1467(LC 5) <br /> Max Gray 1=5747(LC 2),9=5747(LC 2) <br /> FORCES (lb)-Maximum Compression/Maximum Tension <br /> TOP CHORD 1-2=-17719/4485,2-3=-16835/4252,3-4=-16835/4252,4-5=-13251/3291,5-6=-13251/3291,6-7=-16834/4252, <br /> 7-8=-16834/4252,8-9=-17719/4485 <br /> BOT CHORD 1-15=-4396/17104,14-15=-3392/14289, 13-14=-3392/14289, 12-13=-2323/11085, 11-12=-3185/14289, <br /> 10-11=-3185/14289,9-10=-4189/17104 <br /> WEBS 2-15=-1428/797,4-15=-691/2649,4-13=-2605/1067,5-13=-818/3097,5-12=-818/3097,6-12=-2605/1067, <br /> 6-10=-691/2649,8-10=-1428/797 <br /> NOTES (9) ,'aavutlui,q.,, <br /> 1)Unbalanced roof live loads have been considered for this design. O• G0N3 !0O <br /> 2)Wind:ASCE 7-98;90mph;h=20ft;TCDL=2.4psf;BCDL=3.0psf;Category II;Exp C;enclosed;MWFRS interior zone;cantilever o+°�\y••• ••..•14 0,• <br /> left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. .• +, <br /> 3)TCLL:ASCE 7-98;Pr=20.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Ps=19.3 psf(roof o • ;' JEFFREY J. '; ; <br /> snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp C;Fully Exp.;Ct=1.1;L=96-0-0;Unobstructed slippery surface s ; MURRAY '•. . <br /> 4)Roof design snow load has been reduced to account for slope. ; •y : E-37360 • <br /> 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect tow.� EAU CLARE r g <br /> verify adequacy of top chord dead load. o Q '. <br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '�$ '' Wjs ;'V�9m" <br /> 7)All plates are MT20 plates unless otherwise indicated. e4�; ''••..•,. �� i° <br /> 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1467 lb uplift at joint 1 and 1467 lb ��aed,,, i • ia <br /> uplift at joint 9. °aa ■f tiy <br /> t�L / <br /> 9)Plate Approval Numbers: ESR-5243 and ESR-1352. �` <br /> LOAD CASE(S) Standard EC 0 5 1001 <br /> 1 [ti <br /> x <br />