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LYMAN WO:44140 WE:4414?2 Tfuss ID:V <br /> TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous stronyback. Attach to each oint Locations <br /> 60T CHORDS: 4x2 SPf 1650E-1.5E � truss vrith 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13- 7- 8 15) 16- 1- 0 <br /> WEBS: 4x2 SPF STANDARD on truss vertical. 2) 1- 3- 0 9) 16- 1- 0 16) 11- 2- 0 <br /> 4x2 SPF 1650f-1.5E 3 NOTE: Maximum truss spacing is 16.0" o.c. 3) 3- 8- 8 10) 18- 6- 8 17) 8- 7- 8 <br /> All C(N�PRESSIINJ Chords are assumed to be 4) 6- 2- 0 11) 21- 0- 0 18) 7- 8- 8 <br /> TC...FORCE...CSI ..BC...FORCE...C51 continuously braced unless noted otherwise. 5) 7- 7- 0 12) 23- 8- 8 19) 3- 8- 8 <br /> i- z -e o.i� zo-i9 9eo o.zi 6) 8- 7- 8 13) 23- 8- 8 20) 0- 0- 0 <br /> 2- 3 -2160 a.22 i9-ie 3o2z o.6e 7) 11- 2- 0 14) 21- 0- 0 <br /> 3- 4 -2160 0.22 1 B-17 3022 0.61 <br /> 4- 5 -3596 0.36 17-16 3596 o.e9 ------------ TOTAL DESIGN LOADS ------------ <br /> 5- 6 -3596 o.as ie-is s�2e o.�e Uniform PLF From PLF To <br /> 6- 7 -3835 o.�s is-ia zs�s o.ss TC Vert -76 0- 0- 0 -76 1- 3- 0 <br /> �- e -aeas o.eo ie-i3 is3i 0.33 TC Vert -66 1- 3- 0 -66 23- 8- 8 <br /> 8- 9 -3329 a.s4 BC Vert -6 0- 0- 0 -6 23- 8- 8 <br /> 9-10 -3329 0.33 Concentrated LBS Location <br /> io-ii -is3i o.2i TC Vert -259 1- 3- 0 <br /> ii-iz -2s o.ie <br /> .MEB...FORCE...CSI .MEB...FORCE...CSI ' � � M18� � �� <br /> 2-20 -1425 0.30 8-IS -156 0.13 � �~ � � a w������ <br /> �d that t am a duly q � <br /> 2-19 1398 0.26 9-15 -164 0.03 � � `� � � � <br /> 3-19 -170 0.03 10-15 866 0.73 U t� � � <br /> 4-19 -987 0.29 10-14 -119I 0.35 �_, <br /> 4-17 657 0.56 11-14 604 0.51 � , <br /> 6-17 -296 0.06 11-13 -1697 0.49 <br /> 6-16 271 0.23 12-13 -139 0.03 <br /> 7-16 -166 0.03 <br /> u�e � 'Z-qZ <br /> �. No. 12469 <br /> 2e.� � <br /> 2s-e-a <br /> 1 2 3 4 5 6 7 8 8 10 11 12 <br /> 1.SX32 1.5X3.2 <br /> 6X6.4 W=3X4.8 1.SX3.2 <br /> 1.5X3.2 1.SX3.2 3X6.4 3X4 1.5X32 3X4 1.5X3.2 3X6.4 4X6.4 <br /> -� 1 _ 8 � <br /> 1-6-0 1-6-0 <br /> � �_ <br /> 6X6.4 4X8 3X4 3X4 3X6.4 3X4.8 4X8 <br /> W=TLi6-3Xt 12 <br /> � 23-8-8 � <br /> �20 19 �18 1T 16 15 14 13 <br /> 1728#3.50' 883#3.50" <br /> 23-&8 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scele= 0.2500 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS <br /> QDQD_, A COPY OF THIS ORAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 n � <br /> BRACING WARN/NG DESIGN INFORMAT/ON � Checked By: Iv� <br /> B�acing shown on this dnwing is not ercction b�acfng,wind 6racfng, Th'v deri�n ir for en indivi�al6uildin;rn��,u a,�a r,�t��ba.,�a en�fo.�• BC Live OA PSf <br /> pottol b�acing or aimilar 6ivvcing which is apart aJ tht bvilding tion prrn�ded by the client The deri any rcrponri6ility for damagea BC Dead 5.0 <br /> derign and which rrwat 6e conridercd by thebu'Jdina�erigne�. as a reau6 a f Jm�lty or inconect inj�im�atlon,apeci ficaaonr and/or d�aigns P� �ate:�o-sas2 <br /> ����� B�nting shown ir Jor larcra!m ppart o f OVlJ MCIIIL[IJ OIfI to reduce furnirhed to the duss designer by tlee cGeru and the comrctnur or accumcy o f TOTAL 55.0 � <br /> buckling kngrk.P,wirion.r mun 6e made ro anehor brera�6.acing th'v in formatlon aa it may rrlate to a aped�icpn�e ct This busr haa 6een <br /> at a+dr and apecif'ied larmionr deremunedby the building deaigner. derixnedin accordance with"TPI-85"and NOS-86'to be incorpora�ed as part of Design Criteria:TPl <br /> Additional6mcing of the ovc�a/!rwchrrr may be rcquircd (he Eullding de.rign by a Building Derigner.When�rviewed forapprovd by the LOAD DUR.FAC: 1.00 <br /> (Ste HIB-91 o f TP!). Fw sp�ci fic waa 6mcing rcqu'vementr, building derigne�,the duign loadingJ fIIOM'II IIIUJ[IX CIICCAId f0 6[NK�IW�IIIC <br /> -•R'OOD TRUSS SYSTEAlS- contact building derigne�. (Tneas Plate/nrown,TPl,'v located darv rhawn are in agreemera with�he focd 6ui/ding cod�a,locd climaac records SPAC I NG: 16.0" S@qrl'08.17.92-73144 <br /> a1383D'OnofrioDrive,Madiron,R'ixonsin53719). fo�windwrnowloada,projectrpecijicatlonrorrpeciafappGedloadx. ' <br />