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LYMAN WO:44t40 WE:44145.3 Truss ID:Q <br /> TOP CHOROS: 4x2 SPf 2140E-1.8E NOTE: Maximum truss spacing is 16.0" o.c. oint Locations <br /> BOT CHORDS: 4x2 SPF 2100E-1.8E All COMPR[SSION Chords are assur�d to be 1) 0- 0- 0 6) 9- 0- 8 il) 7- 4- 4 <br /> WEBS: 4x2 SPf STANDARD continuously braced unless noted otherwise. 2) 2- 5- 8 7; 11- 3-12 12) 3- 9- 4 <br /> 2-4x2 SPF 165aF-1.5E 2 3) 3- 9- 4 8} 13- 9- 4 13) 0- 0- 0 <br /> 4x2 SPF 1650E-1.5E 3,10,I1 ,,TC...FORCE...CSI ..BC...FORCE...C51 4) 5- 1- 0 91 13- 9- 4 <br /> 1- 2 -45 0.21 13-12 43�5 0.60 5) 7- 4- 4 1�) 4- �- 8 <br /> 2- 3 -6153 0.61 12-11 7378 0.99 <br /> 3- 4 -6153 D.68 11-10 5962 o.�i ------------ TOTAL DESIGN LOADS ------------ <br /> 1- 5 -5962 o.e3 io- 9 2594 o.3e Uniform PLF From PLF To <br /> 5- 6 -4657 0.a2 TC Yert -76 0- 0- 0 -76 1- 9- 0 <br /> 6- 7 -4657 0.aa TC Vert -317 1- 9- 0 -317 5- 1- 0 <br /> �- e -a� o.i o BC Ver t 66 0- 0- 0 66 13- 9- 4 <br /> .YEB...FORCE...C51 .MEB...FORCE...CSI Concentrated LBS Location <br /> 1-13 -168 0.03 5-11 663 0.56 TC Vert -1368 5- 1- � <br /> 2-13 -4721 0.27 5-10 -1533 0.31 <br /> 1-12 2269 0.42 6-10 -119 0.02 <br /> 3-12 -423 0.08 7-]0 2269 0.42 � �10fY� O@f�l �� �j� <br /> F�lart. spec�fication. or repc�rt <br /> 1-12 •1564 0.33 7- 9 -2187 0.38 <br /> e-i� -i s s e o.a o e- 9 -i o s o.o t ��� �Y mo � undat my dr�ot supstvisio� <br /> �Y �Q�red Prottosiono! Engpwer <br /> u� af tM Stato of M�na�ota, <br /> . <br /> '��fir� <br /> -- , <br /> oa�s_11-z-4Z r�. No. t2�as <br /> �26.5�• <br /> f T9�-� <br /> 13-9-4 <br /> 1 2 3 4 5 6 7 <br /> 8-3-2 � <br /> � � t-5-4 <br /> .5X32 1.5X3.2 <br /> .5X3.2 TL16-6X17.5 1.SX32 4X8 4X6.4 1.SX32 6X12 1.5X3�� <br /> � <br /> 1-2-0 <br /> i-2-0 <br /> � � <br /> 6X12 ST18-SX10.4 4X6.4 4X12 4X12 <br /> 13-9-4 <br /> 13 12 11 10 <br /> 2017#3.50' 1215#3.50" <br /> � 13-9-4 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST scate = 0.5000 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS <br /> QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 /1'7�� <br /> BRACINGA'ARNING D6SICN/NFORMATION BC LIV@ 0.0 � Checked By: I��J <br /> Bradng shown on lhit drnwing ix not erecaon 6ratiny wind 6mc�g, Thia�i$n ir jor an indivi�d 6uilding eomyonent and hax 6ecn baxd on in forma• P <br /> poiwl Emcing or aimilar bwcing which is ayan o f the building don prohded by fht cliott.The desi diic(aims an rca nsibiGt or damo t <br /> desi and which must be conridercd 6 the 6u'aldin drai r. ae a rcau/f o (auk or incorrcce in omwdon,rpe� y � /Y f g � BC Dead 5.0 Sf Date•10-30-92 <br /> ����� 8^ Y 8 8^� f Y J�catioru and or desi ns (� , <br /> Broc�ng ahrnvn is fw Imeml ru pport of was rr�mbns only w rcdu« furnirhed to t7�e wss duigner by cGen�and the torrccdru or accvracy o f <br /> buckling/ength. Pimirions�wat 6e made m ancha fate'd bracing d�ir in fo.motfon ar it may xlate W a rpeci�iepn'ec1.Thia trufs has 6een TOTAL 55A PSf <br /> at enda and rpeci fied/xaponr determined by rhe bui/ding d�ngne�. deri�ned in acco�dance with'TPI-83"and NDS�to be inco,porared a.r ymt of Design Criieria•TPI <br /> Addidonaf bracin o the ovemD atruewre may 6e�rguind the bu'Jding darign by a Building Designn.When mitwed fw apP^r'd bY�� LOAD DU R.FAC: 1.00 ' <br /> (See XIB-91 o f�I f fo/speci fic auaa braang nquverruntr, building derigne�,tJ�e deaign(ocdinga tJwwrt mres�be ducked ro bt xurc that the <br /> ---•WOOD TRUSS SYSTEMS- conract 6uilding deaigner. (Trura Plate Instiare,TPI,is lacated data ahown arc in agnement wrth the locd building codea,loco(climaac rccords S PACI NG: 16.0" S6 �l'08.17.92-73086 <br /> at 583 D'Ono f rio Dn�e,Madiron,A'isconsin 33719), fo�wind or anaw loadt,pro ject epeti fitakon.r o�rpecial a pplied loads�. �I • <br />