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LYMAN WO:4414o WE:44t48.3 Truss ID:AA <br /> TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each °�: iccations <br /> BOT CHORDS: 2-4x2 SPF 2100E-1.8E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- C� �i'� 20- 1- 8 19) 21- 0- 0 <br /> 2-4x2 SPF 1650E-1.5E 3 on truss vertical. 2) 2- 7-1� i: 21- 0- 0 20) 16- 1- 0 <br /> WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- d 1_� 2"s- 5- 8 21) 11- Z- 0 <br /> 2-4x2 SPF STANDARD 2,5 All COMPRESSION Chords are assumed to be 4) 7- 6-12 13 24- 4- 8 22) 9- 9- 8 <br /> 2-4x2 SPF 1650E-1.5E 3.19,20 continuously braced unless noted otherwise. 5) 9- 9- 8 ]-:� 26- 6-12 23) 7- 0- 0 <br /> 4x2 SPf 1650E-1.5E 6,16 6) 11- 2- 0 1�: 29- 2- 8 24) 5- 1- 4 <br /> ..TC...FORCE...CSI ..BC...FORCE...C51 7) 13- 7- 8 ic) 29- 2- 8 25) �- 0- 0 <br /> i- 2 -2i o.ia 2s-2a 3536 o.si 8) 16- 1- 0 171 24- 4- 8 <br /> 2- 3 -6504 0.33 21-23 9035 0.73 9) 18- 6- 8 Ia) 23- 2- a <br /> 3- 4 -6504 0.34 23-22 9035 0.78 <br /> 4- 5 -10924 0.�9 zz-2i iis�o 0.92 ------------ TOTAL DESIGN LOADS ------------ <br /> 5- 6 -10924 o.�i zi-zo iisos 0.94 Uniform PLF From PLF To <br /> 6- 7 -11310 0.79 20-19 10569 0.86 TC Vert -76 0- �- � -�6 9- 9- 8 <br /> �- s -ii2ai o.e� i9-ie �ee9 0.63 TC Vert -86 9- 9- 8 -86 24- 4- 8 <br /> e- 9 -iizai o.eo ie-i� 7869 o.e� TC Vert -76 24- 4- 8 -76 29- 2- 8 <br /> 9-10 -9438 o.ei ii-ie aos� o.s2 BC Vert -6 0- 0- 0 -6 29- 2- 8 <br /> 10-11 -9438 o.eo Concentrated LBS Location <br /> 11-12 -9438 o.se TC Vert -677 9- 9- 8 <br /> 1Z-13 -7119 0.33 TC Vert -677 24- 4- 8 <br /> 13-14 -7119 o.ao � �� � � �� <br /> 11-15 -22 0.13 � �� ���r,� �rt <br /> .NEB...FORCE...C51 .ME6...FORCE...CSI � � tIM Or �J(�r � �� � <br /> 2-25 -3897 0.39 9-20 754 0.64 � � � �^ � � RoD�s+�ad P�ol� <br /> 2-24 3330 0.31 9-19 -1268 0.35 u�► � hws ot 1M StU� of ����� � <br /> 3-24 -185 0.04 11-19 -195 0.04 � <br /> 4-24 -2839 0.29 12-19 1759 0.33 ��' <br /> 4-22 2164 0.40 12-17 -1268 0.26 ���%�s.�� <br /> 5-22 -720 0.14 13-17 -701 0.14 <br /> 6-22 -522 0.11 14-17 3514 0.33 D���1�_ �j(,Z <br /> ��28•75� 6-21 137 0.12 14-16 -4494 0.26 -�.�+..�.� <br /> 7-21 -216 0.06 15-16 -101 0.02 ~� �� �� 12� <br /> 7-20 -293 0.08 �2$ <br /> 1 2 3 4 5 6 7 8 9 10 11 12 73 14 1 <br /> 1.5X3.2 TL16-8X1 T.5 <br /> TL16-6X13.7 W=3X6.4 1.5X4.8 1.5X32 <br /> 1.5X4.8 1.5X4.8 6X12 1.5X4.8 5X4 4X4 t.5X4.8 6X6.4 1.5X4.8 6X8 1.5X4.8 <br /> � , - , �- <br /> 1-6-0 1-6-0 <br /> � _� <br /> 8X12 8X16W=TL16-3X11.2 6X12 5X4 6X6.4 ST18-5X10.4 SX16 8X12 <br /> W=TL16-3X11.2 <br /> � 29-2-8 �, <br /> �25 24 23 22 21 20 19 18 17 16 <br /> 1839#3.50' 2095#3.50" <br /> 29-2-8 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.2500 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS <br /> QaQDQA COPY OF Tt11S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � <br /> BRACINC WARNING DESIGN INFORAi.4TION � Checked By: <br /> Bracingrho.�n w dua�awing i.r nnt excaon 6mang,wind 6�acing, This dest�n is for mi irodivi�d 6ui/ding romponr�rt and har 6ern 6ased on in fo�- BC Live 0.0 � <br /> partal6mdng orximilar 6racina whith'v a�nrt of!he 6ui(�tg oart prowded 6y the etient The dui r�sclafmr uny nspon.ri6ility for damages gC Dead 5.0 <br /> derign and which murt be considered by the Fuilding derigner. as a rcsu/t of(au@y a intomect in��m�atlon,tptti fttauons and/or designs P� Date•11-2-92 <br /> Bmcing showrt la fw latera!supporf of Ousa memben only W rcduce furnithed m the wrr derigntr 6y tht clitN and tht mmecmera or acntraty o f • <br /> ����0 6uck/ing fengd�.Provisiorer rrorr[be made w anchor laterd 6racina thir in fom�atiai m it may nfate m a speci�icpeo�ec�.Tldr dvsr ha.r bern TOTAL 55.0 PS} <br /> a�endrandspeciJi�dlaadonrdefemunedbythebuildingduigner. dvignedinacco�dartcewith"TPI-85"and NDS-61S'ro6einco�po�atedaapmrof DesignCriterfa•TPI <br /> Additiona!bracirt&�af fhe overaQ anucmrr m�y be rcquixd the 6uilding design 6y a Building Dtsigntr.When miewed far approval 6y the LOAD DUR.FAC• 1.00 ' <br /> (Sm HIB•910/'TPI).For ap�ci fic buaa bracing rcqui'emenv, bui(ding deaigner,the design[oadinga ahown mut!Ge checked fo 6e rure that llte � <br /> -A'OOD TRUSS SYSTEMS- contact building dari�ne.. (Tnear P(are In.raa�te,TPI,ir locaud dam shown are in ogmment wirh the local buildirtg codrs,locd climatic recordr SPAC ING• 16.0" SE It:08.17.92-73466 <br /> atSB3D'OwfrioDnve,Mad'uon,Ti'irconsuiS??19). fo�windo�tnow�.pro,iectspecificaaon.ro�rpecialappliedloads. • q <br />