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Truss: 12BP CJ <br /> JobName:8BP CJ <br /> Date: 04/09/12 10:47:52 <br /> Page: 1 of 1 . <br /> SPAN PITCH QTY OHL OHR CANT L CANT R PLYS Sp24�C' W 55 bs Y <br /> i�_g_2 29/12 1 0-3-15 0-3-15 0-0-0 0-0-0 1 <br /> 12-4-0 <br /> 0-�15 0.315 <br /> 1-5-5 4-4-12 4-4-12 1-5-5 <br /> 1-9-4 6- -0 10-G-1 12-0-2� <br /> 0-3-15 4� 43-4 <br /> 3x6- <br /> 3 <br /> 5 12 �5 <br /> 3x2/ 34� <br /> "'� 29I� 12 29 <br /> <b�o <br /> � OUT OF PLANE BC:A TTACH WITH <br /> ° (5)12d COMMON NAILS, � <br /> � ONE SIDE ONLY TYPICAL. <br /> � <br /> 40-0 �'�"� <br /> 11-8-2 <br /> 11 -2 <br /> Loading(ps� General CSI Summary Deflection L/ (loc) Allowed <br /> rcia. zo BtaBCoae Fac2oia rc o.n�as� VertTL. 035in Liaos �s-i� Lizao <br /> TCDL ]0 TPII-200'7 BC 0.58(5-1) Vertl.L. 026in Ll535 (5-1) L/360 <br /> BCLL 30 ReP Mbr Increase Ya Web 0.00(1) Hoa 7L. 0.08 in � <br /> BCDL 10 D.O.L. I15% <br /> Reaction Summary <br /> Tf Br}s Canbo Brq WidthRqd BrQ wdth Max React Max Grav UD1iR Max MWFItS Uplift Ma�c CBcC Uplift Max Uplift Max Haiz <br /> 6 � 4 in 1.50�n 82516s -2401bs -4521bs -45216s 6516s <br /> � � 4 in 1.50 in 825 lbs -2401bs 4521bs -4521ba <br /> MatetialSu mmary Bracing Summary <br /> TC SPF#2 2 x 4 TC Bracing: Sheathed a Pud�es at 6-3-0,Purlin desgn by Others. <br /> BC SP N2 2 x 8 BC Braang: Sheathed or Aulins at 10-0-0.Purlin daign by Othas. <br /> Webs <br /> I.OddS SUTIlII13T}' <br /> 1)This truss has been designed fw the effxta of balanced(5/12,I12 ps�and mbdanced(5/12,3.4 psf wind,]1.2 psf lee,I5.5 psf lee wa pak to 6 ft)snow loads for <br /> hipslgablu in sccordsnce with ASCE7-10 with the fdlowing user defined input:20 psf ground snow load,Te�rain Categay C,Fxposuro CateBaY Putidly ExP°sed�Ce= <br /> 1.0),Building Gueory I(I=0.8),Thermal Condition AII O�hers(Ct=1.0),DOL=1.15.If the roof configura6on differs fr�hip/geblq Building Daignu shall verify anow <br /> loads. <br /> 2)This truss has bcen designed f�the effxts of wind losds in accordance with ASCE7-10 with the following user d�ned input: 155 mph,Expowro C,Fnclosed,Geb�dffiR <br /> h=BaIr15 ft,End Zone Tn�ss,Both md webs considered.DOL=1.60 <br /> 3)This truss has beeo de�i�ed for the effects of e 19 psf live Iwd computed in acco[dance with IDC 2009 usuming slope=5112 and uea suppmted=24b7 R',DOL= <br /> 125%. <br /> 4)hLnimum storaBe attic loading has been appGed in accadana with IBC 160'l.l <br /> 5)Creep has been considced in the snalysis of this wss. <br /> Member Forces Summary T�k ivdie�tea 1.�'°b�mP'u CSI�u.xul foree.(m u compr.f oroe ifd dTamtf rom m�x w�l faee) I <br /> TC I;'� 0�08 75601M I 3J O l0I 51916s (341 M)I 5 T 0 21�6 •7571W I <br /> BC 5 1 0 5H2 35316s (49�b�) <br /> Webs <br /> NoteS: <br /> 1)Whrn ttus truss has been chosen for qualiry asswance inspection,the Effective Tooth Count Method per TPI 1-20071A3.4 ahall be used. <br /> 2)Brace bottom chwd with approved sheat}ting. <br /> 3)Listed wind uplift reaUions based on MWFRS&C&C loading. <br /> Seal Date:4/13/2012 <br /> Truss Design Engineer: <br /> Robert S.Rude,PE <br /> Florida License#44553 <br /> Bob Rude Strudures,Inc. <br /> 10461 Six Mile Cypress <br /> Pkwy,Suite#501 <br /> Fort Myers,FL 33966 <br /> C.A.No. 8910 <br /> ALL PERSONS FABRICATING,HANDLAIG,ERECTING OR INSTALLING ANY TRUSS BASID UPON THIS iRUSS DFSIGN DRAWING ARE INSTRUCTFD TO 'fineBwldm Software v5.01.78 <br /> REFER TO ALL OF Tf�INSTRUCTIONS,LIMITAI`fONS AND QUAI.IFICATIONS SET FORTH Qd Tf�FAGLE I�7'AI-PRODUCI'S DESIGN N01'ES ISSiTED Eagle Metal Producis <br />