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LYMAN WO:a474o WE:44145.1 Trucs ID:N TOP CHORDS: 4x2 SPF 1650E-1.5E Zx6 continuous strongback. Attach to each oin* Locations 4x2 SPF 2100E-1.8E 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 4: 15- 1-12 17) 12-10- 8 BOT CHORDS: 4x2 SPF 2100E-1.8E on truss vertical. 2) 2- 5- 8 1Q 16- 1- 8 18) 10- 6- 8 WEBS: 4x2 SPF STANDARD NOTE• Maximum truss spacing is 16.0" o.c. 3) 4- 8-12 11; 17- 5- 0 19) 9-11-12 Z-4x2 SPF STANDARD 2,17 All COhPRESSION Chords are assumed to be 4) 5- 4- 8 12'� 18- 5- 4 20) 7- 7-12 2-4x2 SPF 1650E-1.5E 3 continuously braced unless noted otherwise. 5) 7- 7-12 13> 20-10-12 21) 4- 8-12 4x2 SPF 1650E-1.5E 16 6) 9-11-12 14) 20-10-12 22) 0- 0- 0 ..TC...FORCE...C51 ..BC...FORCE...CS1 7) 10- 6- 8 15) 17- 5- 0 1- 2 -39 0.11 22-21 2996 0.43 8) 12-1�- 8 16) 16- 0- 0 2- 3 -5388 0.58 21-20 5986 0.80 3- a -ssee o.3e zo-i9 eeaz o.90 ------------ TOTAL DESIGN LaADS ------------ a- s -ese� 0.90 i9-ie eso2 o.e9 Uniform PLf From PLF To 5- 6 -6587 0.97 18-IT 6802 0.90 TC Vert -76 0- �- d -76 5- 4- 8 6- 7 -6802 o.si i�-ie 5951 o.e2 TC Vert -66 5- 4- 8 -66 20-10-12 7- 8 -6571 0.9� ie-is s9si o.ei BC Vert -6 0- 0- 0 -6 20-10-12 B- 9 -6571 0.79 15-14 3584 0.49 Concentrated �g$ �OC�t1011 9-10 -1985 o.ss TC Vert -600 5- 4- 8 10-11 -d985 0.�a TC Vert -867 17- 5- 0 11-12 -4985 0.37 I 2-13 -/0 0.i s ( hK�ab� drttf�r that ttti� pt�, �p .NEB...FORCE...CSI .MEB...FORCE...CSI w� � a fIBpOR i-zz -�zs a.oz i-ie s o.00 p�'� bY � or ur�der my d�g� s�� z-z z -s z z a o.s z �-i� -z s z o.o� 8nd thet 1 t�rtt a d-.�y Repis!cred ProlosBiora�l E 2-Z1 2631 0.25 B-17 -153 0.03 V� t� �s � t�� fl�flpf 3-T1 -110 0.02 9-17 691 0.58 4-21 -1134 0.23 9-15 -3063 0.27 J'�� 4-20 661 0.56 11-15 -965 0.19 • 5-20 -164 0.03 12-IS 2001 0.37 6-20 -234 0.06 12-l l -3864 0.39 6-19 10 0.O1 13-14 -142 0.03 Dffi�_!/Z-QZ RoS. Pb. 12d89 � 2o-ta�2 1 2 3 4 5 6 7 8 8 10 11 12 13 �a�-2 �1 �� o-s-a �_2_� TL16-6X13.7 �_2,� .5X3.2 W=3X4.8 1.5X32 � .SX32 6Xt2 1.5X�7(4 1.5X3.2 3X43X4 1.5X3.2 3X6.4 3X4 1.5X32 � 9 � ST18-SX10.4 6X12 3X6.4 1.SX3.2 3X6.4 W=TL16-3Xt 1.2 ST18-SX10.4� 1.5X32 ST18-SX10.4 N=1.5X3.2 � 20-10-12 �, �22 21 20 1918 17 16 15 14 1402#3.50' 1651#3.50' � 20-10-12 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20.GA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 p�f Designed By:BS QDQD_ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRAC/NC WARNING DESIGN INFORMATION � Checked By: � Bracin rhawn on th'v dmwina u noe oecann bracing,wind bwring, This deai�n'v w an individud buiWing rn�mpnnent and has been 6ased on in fomw- BC LI V@ 0.0 �,ffif g m pa�ta(bmcina w similm 6racing wldeh ir a o f the buildin6 den piwided y the cfient The dui dircl��rrv any nsponsi6iL'ty for damagea dirc!' deaignmdwhichiroeeatbeconridered6ythe uildingduip�u. ara'e.�uhoffa`dtyorfnmmcein�rmatlen,rpec�'ficationaand/rndesigw BCQ@8d 5•0 p�f Date•11-2-92 �� ro 8 G • Braang ahown is)wlateml rn ppat o f was member�s only to rcducr fvmi,rhed ro dre trurs de+igner 6y the eLent andWe correctnesr w accvracy of buclding lmgek Provuion.t irmn 6e�nade to anclw/loteml bmring ehis in fonn�m�ai&may rielate w a apecf�icpro,�ea.Thir ausf har 6ern TOTAL 55.0 �f rm ��=r�+T��•�Er r�b�,u�,+a��.. a�rimed in accordance wirh TP!-85"and NOS-86'r�s«,�,��,�o f Design Criteria•TPI Addi�ortal6racing of d�ewemQawcprrcmaybercquixd dteduildingdcrignbyaBuildingDeaiano.WhenrrvieK+edforapproval6ythe LOAD DUR.FAC: t.00 ' (See HIB-91 of TP/).Fw a 'fic wa:6�acing rcquurmentr, build�fg deaigner,the duign►oa�nga shown mux be checked to 6e aurc thnt the -•WOOD TRUSS SYSTEdlS- contact huilding derigner. �urr Plaie In.rrirute,TPI,it located data rhown mr in agrcement with the locd building codes,bcd dimarie rcwrdr �383D'Onn,irioDri�t,dfadisan,A'ircan.rin53719). forwineoranow(oadr,projtdspecif�,�.,o.:y«�ieppr,�dt��. SPACING� 16.0" $@(�fl:08.17.92'73439