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LYMAN WO:44140 WE:4at412 Truss ID:E <br /> TOP CHOROS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oin- Lcca;ions <br /> 4x2 SPF 2100f-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 1-1: 25- A- 0 27) 30-10- 8 <br /> BOT CHORDS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 5- 8 1:�; 27- 7- 4 28) 27- 7- 4 <br /> WEBS: 4x2 SPF STANDARD NOTE: Maximim truss spacing is 16.0" o.c. 3) 4- 8-12 15) 28- 9- 0 29) 23- 0- 0 <br /> 4x2 SPF 1650E-1.5E 2,3.13,15 All COMPRESSION Chords are assumed to be 4) 7- 0- 0 1?) 29-10- 8 30) 21- 1- 0 <br /> 18,20.21 continuously braced unless noted otherwise. 5) 9- 3- 4 18) 31- 9-12 31) 20- 0- 0 <br /> 2-4x2 SPF STANDARD 16.19 6> 10- 7-10 19) 33- 9-12 32) 16- b- 8 <br /> ..TC...FORCE...CSI ..BC...FORCE...CSf �) 12- 0- � 2�) 36- 1-12 33) 14- 3- 4 <br /> 1- 2 -42 0.18 37-36 2090 0.33 8) 14- 3- 4 21) 38- 5- 0 �) 12- 0- � <br /> 2- 3 -3590 0.3! 36-35 1661 0.67 9) 16- 6- 8 22) 4�-1�- 8 35) 9- 3- 4 <br /> 3- 4 -3590 0.35 35-34 5449 0.80 10) la- 1- 8 23) 40-10- 8 36) 4- 8-12 <br /> 1- 5 -5293 0.75 34-33 5161 0.80 11) 18- 9-12 24) 36- 1-12 3�) �- �- 0 <br /> 5- 6 -5283 0.48 33-32 4009 0.50 12) 21- 1- � 25) 33- 9-12 <br /> 6- 7 -5461 0.52 32-31 -203 0.09 13) 23- 0- 0 26) 31- 9-12 <br /> 7- 8 -4009 0.50 31-30 -203 0.10 <br /> B- 9 -2080 0.19 30-29 -2860 o.ac ------------ TOTAL DESIGN LOADS ------------ <br /> 9-io -2oeo o.ie 29-28 -3335 o.so Uniform PLF From ➢LF To <br /> io-ii -zoeo o.i� 2e-2� -sse o.os TC Vert -76 0- 0- 0 -76 12- 0- 0 <br /> ii-iz 2eeo o.ae 27-26 -556 0.02 TC Vert -66 12- 0- 0 -66 40-10- 8 <br /> iz-i3 5276 o.ee 26-25 zoi o.oe BC Vert -6 0- 0- 0 -6 40-10- 8 <br /> ia-ia sz�e 0.8B zs-za eie o.iz Concentrated LBS Location <br /> i�-is »se o.s� 2a-2s see o.is TC Vert -544 12- 0- 0 <br /> 15-16 1756 0.37 <br /> �e-i� ��s c o.a a i herebp oot#it�r tltat thls platl. s�b�t�on, pr <br /> i�-ie -2oi o.ii �R <br /> 18-19 -6 7 8 0.13 w� �� � fi9 Of IA1�9( �1}�/ �� S�ry�gp� <br /> 19-20 -855 0.i 4 and !ha! I am a ��+Ey R��t;�rec! p�p/essbnpl E�o� <br /> z o-z� -e s s o.�� under ttte laws oi tho Staie oi M9nnesota. <br /> 21-22 -30 0.16 <br /> .MEB...FORCE...CSI .MEB...f ORCE...CSI ��� � <br /> 1-37 -115 0.02 12-30 1115 0.94 <br /> 2-37 -2213 0.30 12-19 -2712 0.34 <br /> 2-36 1633 0.31 13-29 -173 0.02 //�, Z �bZ <br /> � Q6,SQ• 3-36 -160 0.03 14-29 -2104 0.28 �� � <br /> HYQ. NO. 1Z<A� <br /> �e-f� 1-36 -1165 0.30 14-28 1719 0.32 <br /> �-35 67� 0.57 15-2 ,�1�64 0.03 <br /> L 5-3 5 -1 4 � 0 U- �0'tY'St16 0 '+'i <br /> 1 2 3 �'35 5 -�0 0.�d 9171 1�91�•Ja4 151617 18 19 20 2� <br /> 6-34 15 0. 1 18-26 ,s59 0.07 <br /> 7-34 -31 0.01 18-25 530 0.45 <br /> 7-33 -1581 0.39 19-25 -222 0.04 <br /> 8-33 664 0.56 19-24 19T 0.16 <br /> 1.5X3.2 8-32 -2101 0.28 20-24 -150 0.03 1.5X3.2 <br /> �_2-0 1.5X32 9-32 -141 0.03 ��6.4 225 0.19 W=3X6.4 1.5X3.2 �_2_� <br /> 4X72 11-hSX3.=S�1¢6.4p,q61.5X�p-23 -667 0.17 1.SX3.2 1.5X3.2 <br /> � 1.5X3.2 3Xi/�0 31lAg3 d�i4 224�12 6�$3X4p4�12 3X6.43X4 3X4 3X4 � <br /> � 6X8 ST18-SX10.4 6X6.4 5X46X6.4 8X16 6X8 8X16 ST18-5X10.4 5X4 5X4 6X6.4 6X6.4 � <br /> W=3X6.4 W=3X6.4 <br /> G aa�o-e <br /> 37 36 35 34 33 32 3130 28 2 6 25 24 23 <br /> 960#3.50" 2347#3.50' 355#3.50" <br /> � 40-10-8 <br /> /L:23-0-0 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST Over 3 Supports scale= 0.1250 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS <br /> QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � <br /> BRACINCWARNING DESlGN/NFORMATfON � Checked By: <br /> Bmcing rhown an d�ii drawing ia not excRon bracing,wind bracing, Thia deai$n'v(a mi u�divi�al6u�ding component and has 6een 6aaed on in fornw- BC�VB 0.0 �S} <br /> ponol6raring ar rimilar 6raeing w/�ich u apart a f the 6ui(dina 6on provided by�he cli�nt TG�deaigner discla'uw any respouibility fo.domegra <br /> deai6n and which rwrt be corr.ridercd by ehe bu'JdinB darig��. aa a rcau(t o f/m�hy or incornt in/�.matinn,speci f�caAonr and/or designa BC�ad $.0 P� Date•11-2-92 <br /> 0���O Bmcing shown 4 jw Ianeral au pport o f trura memben only ro x�a fumiilva lo thc avai desigw by�he client and the corncduaa o�accuracy oJ • <br /> buckling kngth.Pmvisions muse 6e made w anclw'I�eral6raring rhi.r irtformaaon m ir may�elare m a apeci�icpro�e�t Thir wu has 6ecn TOTAL 55.0 F15f <br /> at endr m�d rpeci f'red Iocativns derermined by the building desianer. deai in aecordmice wirh 7P!-8S m�d NDS-SS"to 6e incorpomrcd aa pmr o f Design Criteria•TPI <br /> Addirtona(h�acing Of fIl[ONCIGII SWCO(K lMY IX KQWKA. the�efding derign 6y a BuiJding Derigner.Nhen m�i�wed for aPproval6y the LOAD DU R.FAC• 1.00 ' <br /> (Sre X!B-91 oJ TPI). Frn ap�ci fic auaa bracing rcquvementa, 6uilding designer,the deaign loadinas rhown must 6e checked w OC NK(IIO1lI1C • <br /> --R'OOD TRUSS SYSTEMS- contact building derigner. (Truas Pfate Insaaue,TPI,ir 1«mrA dara ahawn ox in ngrcnrxru wrth the laca!building coder,local dimatic rccordr <br /> a�383D'Onofriopri�c,Afad'uon,W'isconrin3?719), fwwindorsnowload.r,projectrpecificatlonaorrpecialappGedloada. SPACING: 16.0" Seqn:08.17.92-73445 <br />