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LYMAN WO:44140 WE:a4143.2 Truss ID:K <br /> TOP CNORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations <br /> BOT CHORDS: 2-4x2 SPF 1650E-1.5E � truss witfi 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 11- 7- 8 15) 14- 0- 0 <br /> 2-4x2 SPF 2100E-I.SE 1 on truss vertical. 2) 2- 5- 8 9) 13-10-12 16) 11- 7- 8 <br /> WEBS: 4x2 SPF STANDARD NOTE: MODIfIED PLATES 3) 3- 9- 4 10> 16- 2- 0 17) 9- 8- 4 <br /> 2-4x2 SPF 1650E-1.5E 2.3.15 This design contains some plates that 4) 5- 1- 0 11) 18- 5- 4 18) 7- 4- 4 <br /> 4x2 SPF 1650E-1.5E 5.12,13 were obta�ned using the plate monitor. 5) 7- 4- 4 12) 20-10-12 19) 3- 9- 4 <br /> 2-4x2 SPF STANDARD 16 User PLATE OFFSETS are noted on the 6) 8- 9- 4 13) 20-10-12 20) 0- 0- 0 <br /> NOTE: Maximim truss spacing is 16.0" o.c. �a_oint detail report. 7) 9- 8- 4 14) 16- 2- 0 <br /> All C(X�PRESSION Chords are assumed to be <br /> ..TC...FORCE...CSI ..BC...FORCE...C51 continuously braced unless noted otherwise. ------------ TOTAL DESIGN LOADS ------------ <br /> i- 2 -ss o.2e zo-i9 6o9e 0.66 Uniform PLF From PLF To <br /> 2- 3 -8816 0.54 19-18 10876 0.99 TC Vert -76 �- �- Q -�f> 1- 9- � <br /> 3- 4 -8816 o.es �e-�i 9»e o.9i TC Vert -317 1- 9- 0 -317 5- 1- 0 <br /> e- s -iosoo o.e3 1T-16 9»e o.e2 TC Vert -66 5- 1- 0 -66 20-10-12 <br /> s- e -�asoo o.» i6-is �2os 0.66 BC Vert -6 0- 0- 0 -6 20-10-12 <br /> s- � -iosoo o.�� is-�i �2os o.92 Concentrated LBS Location <br /> �- s -e�si o.s� �4-is 2909 o.s9 TC Yert -1368 5- 1- 0 <br /> 8- 9 -8131 0.58 <br /> 9-10 -5311 0.31 <br /> �o-i i -s s i i o.2� 1 hor�bY �Y t� this plart� s�ec�f'�ti�� pr �pR <br /> 11-12 -37 0.14 <br /> .MEB...FORCE...CSI .MEB...FORCE...C51 w� PreP�d by mq or uader my di�e�t superyisbn <br /> i-z o -�c o o.o a �-�e -i i s e o.z 6 and tha! 1 am a duty Regi�!�sred protocsionol E�By�ep� <br /> 2-zo -ca�o o.s� e-ie -ii� o.oz u ttw kpwa ot tha $�a ot �, <br /> 2-19 3315 0.31 9-16 1645 0.31 rK���• -��� <br /> 3-19 -475 0.09 9-14 -2042 0.27 <br /> 0-19 -2512 0.30 10-14 -173 0.03 <br /> 4-18 -405 0.10 11-14 2590 0.24 <br /> 5-IB -140 0.03 11-13 -3074 0.31 <br /> 7-18 774 0.66 12-13 -114 0.02 D�Q �/'��� <br /> 7-17 42 0.04 --__�..�.,� �, �, ���� <br /> 26.50' <br /> YP• <br /> 2o-�a�2 <br /> 1 2 3 4 5 6 7 8 9 10 11 12 <br /> 10-8-15� <br /> � � 1-7-9 <br /> �_2� .5X32 1.5X3.2 1_2-0 <br /> TL16-6X17.5 W=3X4.8 1.5X4.8 1.5X4.8 � <br /> � .5X4.8 1.5X4.88X12 1.SX4.8 6X8 ST18-5X10.41.SX4.8 6Xt2 <br /> 1 <br /> � TL16-SXi7.5 8X16 4X6.4 ST18-SX10.4 6X12 STtB-5X10.4� <br /> 1.SX4.8 W=TL16-3X11.2 <br /> � zo-�a�2 <br /> � 19 18 17 16 15 14 13� <br /> 2522#3.50' 1233#3.50' <br /> � 20-10-12 <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 /> QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTHACTOR. TC Dead 10.0 � <br /> BRACINGWARNING DESIGNINFORiNATION � Checked By: <br /> Bracing ahown on dw drawing ir na ercc6nn 6mcing,wind 6mcing, This deai�n ia fa an indivi�al bui/ding comyonent and haa 6een based on in f�- BC Live 0.0 � <br /> porta/6racing o'�aimilar bmcing which'v a paK of t!m bui/ding lion prov�ded by lht clirnt The deri�ner dlrc/aimr any nsponribility far damagu BL•�8d $.0 <br /> design and whitl�murt be conridered by fhe 6uilding derigner. aa a rcsult o f fmrfty or inromrcf ixformatlon,apeci fuafiont and/o�desiaru P� �ate•�asas2 <br /> O���� Bmcing shown is/w lahrd mpport of wxa membe��a on1y m nduee fumiahed w tXt ovrt desipnr 6y tXe dient and the rorrccburr or accumey o f . � <br /> 6uckling length.Pro�vivnr must fx made m andw�/arerd 6�acing dda in fornwtlnn m it may�rfare to a a ped jicpn a.Tlda trua.r haa been TOTAL 55.0 PS/ <br /> ar enda and speci f'rcd locaconr dnemrined 6y thc bui)ding derigner. desi�in aeeordm�ce with TP/�85"and NOS�'w 6e incorporated as pmt o f Design CrNeria•TPI <br /> Addieona(b�acingo the overal(awcarrc may 6e rrquind the 6u'Jding derign by a Building De.rigner,fVhen xviewed for aPprovd by ehe LOAD DU R.FAC. 1.00 ' <br /> (See H!8-91 of TPI�For a ci fic tews bmcrng�eequuemexu, building designer,the duian badinaa ahown must!x checked m OC NK ll101 flll <br /> ---WOOD TRUSS SYSTEMS- co.vact building designer. ��s Plau Ina6n.u,TP/,ia locaad dara ahawn are in ogrcemerrt wirh rhe local building eodea,/ocal climaac rcco�dr SPACI NG• 16.0" S@ II'08.17.92-73068 <br /> at S83 D'Ono frio Drive,Madiaon,Wuconrin�3�19). fo,wind or inow(oadr,projecr rpeci fica�oru or s pecin(appGedloadx. • �I • <br />