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� <br /> Job Tn�s Tn�s TYDe Qh ��Y MBfiso R@IIIOd@liltg/3220 BOh11S PoirIMNIHILS <br /> ' 88027R R4(i1 SPECIAL. 1 <br /> 4 ,�,� <br /> Ur�re+sal Forest Prod�als-Wmd 379.A�.MN 58284 8200 s Apt 28 200.51rGTek Ir��mfries,Inc.llw J�37 09.13U12008 Page 1 <br /> � 2-11-0 , 9$8 , 1B8$ , 98-0Q12 , 22 7-13 , 27-01-0 <br /> ' 2-11-0 � 8-9�4 � 69d � 35-4 2�-0 633 <br /> Seale=1�0.7 <br /> 67[8 N�� <br /> ' Bs14� <br /> B <br /> Bx8 A�20� &�N�O�� <br /> 4x8 N0�� Bn811�20�� <br /> ' 4 8 <br /> 3 <br /> 7 <br /> tlIQ <br /> ' YY4 10.0DL <br /> 2 8 <br /> � T4 14 <br /> ' Bz8 NIO�% 7Za72 M — <br /> � 1S 12 17 10 � <br /> 3xe�I I Wc8�= 3�8 Nffi0 I I <br /> `�E�— e <br /> ' � N <br /> 2-17-1 sas �e��s �a�a�z zza.�a ���-0 <br /> ' 2-11-0 8� 8�d 3-6�4 2�-0 S33 <br /> PIffie Offs� 47-3 :0-4-0 :0-4-0 a2 6:0-4-0 :411�0-a <br /> ���'� SPACUV(i 1-0-0 CSI DEFL in Qoc) Ud�l Ud PLATES GRIP <br /> TCLL 4U.0 p�lncre� 1.15 TC 0.88 Vert(LL) -0.49 &10 >878 240 MIY10 137H� <br /> ' (Roof Snanw40.0) ��y�I� 1.15 BC 0.82 V <br /> TCDL 10.0 ert(fL) -0.73 &10 N152 180 <br /> BCLL 0.0 Rep S'h'ess Ina NO WB 0.84 Horz(TL) O.BB 8 Na nle <br /> BGDL 10.0 � IRC20001ANSI95 (Ma6v� yye�g�773�y <br /> LUAiBER BRAC�VG <br /> ' TOP CHORD 2 X 4 SPF No2•ExaepY TOP CHORD Sheetl�ed or 8-0-0 ac p�afms. <br /> T41.SX11.875(3an�Lam LVL 20E,T1 2 X 8 SYP DSS BOT CHORD Rigid oeifmg dire�r appfied or 140-0 oc bracing. <br /> T3 2 X B SPF No2 <br /> BOT CHORD 2 X 8 SYP DSS <br /> WEBS 2 X 4 SPF No.3 <br /> ' REA�7lONS (Iblsize) 7=247Q/0-s11.8--9353/438 <br /> RElatt Ho21=9T(bed cese 4) <br /> Maoc UpllM=-40Qoad case�,�-203(load c�e 5? <br /> ' FORCES (Q�)-Ma�drtwm CompressfortMlaximum Te��On <br /> TOP CHORD 1-Z--947/24,2-3�7�1H61,3-4=5837/711,4�5843/721,5-8=�836/153,�7�138,7�-11384/230, <br /> &14=20650144,8-14=5670/1� <br /> BOT CHORD 2-13�205f/�1,12-13�205d7081,11-12�205r/�1,1411�i/14132,&1�-2W/13917 <br /> t WEBS &13=U/818,3-11=1827/�,5-11=123/6542,7-11z10850218,7-10=70/3151 <br /> NOTES <br /> 1)Spedal��n required to drs63bute top clmrd loads eq�miiy b�en all pGes. <br /> 2)'6FIy truss to be cormecffid together with 0.1315c3"Neils�fotlavs: <br /> ' Tap chords con�ffi folla�va 2 X 8-2 rows at 49-0 oc,2 X 4-1 row at 0-9-0 oc,2 X 8-2�ows at 0-9-0 oc,1.5 X 11.9-5 <br /> r�Dws at 0-4-0 oc. <br /> Bottom c*ards con�d�follw�va:2 X 8-3 mws at 0-4-0 oc. <br /> Wabs oonnec�ed as fopavs:2 X 4-1 row at 6�8-0 x. <br /> A�ch diards witl�1f2 inch diameier bo�(ASTM a30�wilh w�hers at 2-0-0�aerrter. <br /> 3)All loads are wr�sidered equaUy ap�ied Uo aA pU���c�pt it rro�ed as frvnt(F)or badc(B)f�e in fhe LOAD CASE(S)saction. <br /> ' Py to pIy conr�ecU�heve been provtded to di�oNy loads rroted as(�rn'(B)�unless a�4x&�eed. <br /> 4)Wmd:ASCE 7-dx 9Umph;h=25ik TCDL=5.OpsF BCDL=5.Op�;Ce�ory II;E�B;end�ed;MdUFRS gade end zor�; <br /> can67e�rer teft arM ri9M e�cpo�:end vertical left m�d rigM e�ed;Lumber DOL=1.00 pba6e gtip DOL=1.�. <br /> �TCLL•ASCE 7-Ox PF-40.0 psi(t�t roaf a►roM�);Categay II;E�B;Partially E�.;CY 1 <br /> B)This truss F�be�dredced tor urttiorm�ow toad onN�emept as noted. <br /> , �Thta tr�s has been de�grted for a 70.0 psf bottam drord INe load nor�conaurerrt with arry oth�I'nre loads. <br /> 8)Bearirt9 at loh�t(s)1�8�r�aid�a perallel to grein value using ANSI/TPI 1 ar�gle to gra'vi fortnula. Buading desi9r�e�s�uld�erifY <br /> capadly of bearing surtace. <br /> 8)Provide mec�nic�ll c�nr�edion(by others)oi truss Uo be.arin9 P��Pable oiwil�nding 40 Ib upGft at joiM 1 ar�2�i Ib <br /> uplitt et joiM 9. <br /> ' Cwdbwed� 2 <br /> ' <br />