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LYMAN WO:44140 WE:441422 Truss ID:H <br /> TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oi�it Locations <br /> 2-4x2 SPF 2100E-1.SE 2 � truss rri th 3-lOd nails. Splice stiffback 1) 0- 0- 0 13) 20- 4- 0 25) 31- 2- 4 <br /> BOT CHORDS: 2-4x2 SPF 1650f-1.5E on truss vertical. 2) 2- 5- 8 14) 22- 8- 0 26) 29- 2- 0 <br /> 2-4x2 SPf 2100E-1.8E 1 NOTF: Maximum truss spacing is 16.0" o.c. 3) 3- 7- 8 1�) 24-11- 4 27) 24-11- 4 <br /> WEBS: 4x2 SPF STANDARD All C(N�PRESSION Chords are assumed to be 4) 4- 9- 8 16) 27- 2- 8 28) 20- 4- 0 <br /> 2-4x2 SPF 1650E-1.SE 2.3,16 continuously braced unless noted otherKise. 5) 7- 0-12 17) 28- 1- 8 29) 18- 3- 0 <br /> 4x2 SPF 1650E-1.5E 5.8.13.19 6) 9- 4- 0 18) 29- 2- 0 30) 15- 8-12 <br /> 2-4x2 SPF STANDARD 14.17,IH ••TC...FORCE...CSf ..BC...FORCE...CSI 7) 10- 2-12 19) 31- 2- 4 31) 11- 2- 4 <br /> 1- 2 -55 0.32 35-3/ 5616 0.62 8) 11- 2- 4 20) 33- 6- 4 32) 10- 2-12 <br /> 2- 3 -7735 o.a2 31-33 9370 o.es 9) 12- 1- 8 21) 35- 9- 8 33> 7- 0-12 <br /> 3- 4 -7735 o.sa 33-32 �3es o.ee 10) 13- 5- 8 22) 38- 3- 0 34) 3- 7- 8 <br /> 4- 5 -8659 0.67 32-31 6721 0.56 11) 15- 8-12 23) 38- 3- 0 35) 0- �- � <br /> 5- 6 -8659 0.56 31-30 3723 0.38 12) 18- 0- � 24) 33- 6- 4 <br /> 6- 7 -6721 "0.29 30-29 -2285 0.11 <br /> 7- 8 -5896 0.31 29-TB -2285 o.sa ------------ TOTAL DESIGN LOADS ------------ <br /> 8- 9 -5896 0.39 2e-2� -aeio o.ao Uniform PLF From PLF To <br /> 9-10 -5896 o.ao 27-26 -768 o.os TC Vert -76 0- 0- 0 -76 1- 5- 8 <br /> io-ii -ioz9 o.io 26-25 �e o.oa TC Vert -317 1- 5- 8 -317 4- 9- 8 <br /> ii-iz -io29 o.io 2s-za eie o.ii TC Vert -86 4- 9- 8 -86 17- 0- 0 <br /> i2-is si72 o.es 2a-2s 6as o.i2 TC Vert -66 17- 0- 0 -66 38- 3- 0 <br /> is-ia si�2 o.ea BC Vert -6 0- 0- 0 -6 38- 3- 0 <br /> �a-ts zoae o.2e Concentrated LBS Location <br /> is-ie 2oae o.2e TC Vert -1368 4- 9- 8 <br /> 16-17 -78 0.04 <br /> 17-18 -78 0.05 � �� �y � �js �� � « <br /> �e-�9 -c�e o.oe was WsA�red tno or urfder my direct suporvit�ion <br /> 19-20 -838 0.09 � 1 AC� <br /> 20-21 -838 0.oe �nd tt►at 1 am a duly R�qister�d p�p,�� �y� <br /> 2�-22 -�� o.09 ur� tltA Faws M t�_Sta�a d �Ainn�ph„ <br /> .MEB...FORCE...CSI .MEB...FORCE...C51 -�..���� �'�7.�'S[�..J <br /> 1-35 -179 0.03 12-28 -3745 0.37 <br /> 2-35 -5954 0.34 13-28 -346 0.03 <br /> 26_r� 2-34 2694 0.25 14-28 -2108 0.28 <br /> y 3-34 -430 0.08 14-27 1900 0.35 D�� '1-Z►'Q� <br /> 4-34 -2079 0.24 15-27 -183 0.04 �, {V�p, �24� <br /> 4-33 -767 0.19 16-TA8-3�080 0.35 <br /> 1 2 3 4 5 6 _3 9137 �0.2611 18- -37 3 U.0714 15 16 17 18 19 20 21 22 <br /> 6-32 -949 0.19 18-25 592 0.50 <br /> 7-32 707 0.60 19-25 -234 0.05 <br /> 7-31 •1141 0.23 19-24 236 0.20 <br /> 8-31 -86 0.02 20-24 -147 0.03 <br /> 1_2� 1.5X3.2 14;$J(q,g 2344 0.44 21-24 208 0.18 1.SX3.2 <br /> TL16-sX17.5 1.5X4.8 WQ6.� -z9oa o.�Z9Xq,g2i-2s -e6e g��g_5X10.4 W=3X6.4 1.5X4.8 1.5X4.8 � <br /> � 1.5X4.8 1.5X4�C12 6X811-3Qy=3�20.05 2�Xf6 3X�.80•02 1.5X4.8 6X8 5X4 5X4 5X4 <br /> 1 <br /> I <br /> � 6X12 ST18-SX10.4 6X12 8X16 TL16-6X17.5 ST18-5X10.4 5X4 SX4 6X6.4 6X6.4 � <br /> TL76-6X17.5 5X4 W=3X6.4 <br /> 38- <br /> 35 34 33 32 31 30 29 28 27 26 25 24 23 <br /> 2355#3.50' 2571#3.50' 342#3.50' <br /> � 38-3-0 <br /> /L:20-4-0 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST Over 3 Su scale= 0.1875 <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 /> BRACINC WARN/NG DESICN INFORblAITON � Checked By: � <br /> Bmcing ahown on�hia d,awixa is not ercctan 6�ocing,wind 6mcing, This deri�n i.r Ior m�individud buil�n6 component and hm been baxed on in forma- BC�V@ 0.0 � <br /> pvitaJ 6racing o�rimilm bracing which ia a pmt o f the bui/ding tion pnvHded by the cGertt.The deai dixlaims anr nsponsibility for damages <br /> design md which mwt be conridered by the hui/ding duigno. m a ruult of jo�hy or'vrconect in�Hrnmfwe,aperi fuatlons and/or designr BC Dead 5.0 � �81@:10-30-92 <br /> ����� Bmcmg shown ir(o/�arant arrppait of bus:mem6m on! m rcduce furnished m rhe durf drlitgne�by the dient and the rnrrccb�eas o�accumey o f � <br /> r <br /> buclding kngth Proviaionx mm�be made ro anchor(afe 6meing thia in fonwaon as it moy rc/ate to a aperi,�kpro kct Thia waa has 6ern TOTAL 55.0 <br /> atrndrandrpecifiedloracnnrderem�intdbythebuildingdesigner. derignedinaccordancewr�h"TP!-83'md NDS•A6 r��;Mo,�.�d�y a.ro f Design Criteria•TPI <br /> Additlona(braring o the mrm11 saucprx may 6e rcquircd the bu'�lding duign 6y a Buildeng Derianu.Whrn m�iewed fo�approvd by rhe LOAD DU R.FAC: 1.00 ' <br /> nu <br /> /See HIB-91 of TPI.Fw rpoc:'f'u wsr bmcing rcquvemenu, 6uilding designer,the design badinga ahown rro�st be checked[o be aurc[hat du <br /> --•R'OOD TRUSS SYSTEAfS- contact bui(ding dui�ne,. (7rusa Pbte lnaatute,TP/,ia focared dara ahmvn nne in ngrarnent with rhe la�a(buifding codea,(ocal climaric rcrn�ds SPAC ING: 16.0" SBC�II'08.17.92-73048 <br /> at583D'OnofrioDnve,Llndi.ran,R'irconsin537191. fo�windor.mowtondr,projeurpecifice�onsorrpecialappliedloada. • <br />