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LYMAN WO:44140 WE:44141.3 Truss ID:F <br /> TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous stronyback. Attach to each oint Locations <br /> 2-4x2 SPF 2100E-1.SE 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 13) 20- 8- 0 25) 31- 5-12 <br /> BOT CNORDS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 5- 8 14) 23- 0- 0 26) 29- 5-12 <br /> 2-4x2 SPF 2100E-1.8E 1 NOTE: MODI FI ED PLATES 3) 3- 9- 4 15> 25- 3- 4 27) 26- 6- 8 <br /> WEBS: 4x2 SPF STANDARD This design contains some plates that 4) 5- 1- 0 16) 27- 6- 8 28) 25- 3- 4 <br /> 2-4x2 SPF 1650f-1.5E 2.3.13,16 ►vere obtained using the plate monitor. 5) 7- 4- 4 17> 28- 5- 0 29) 20- 8- 0 <br /> 4x2 SPF 1650E-1.5E 5,8,19,20 User PLATE OFfSETS are noted on the 6) 9- 7- 8 18) 29- 5-12 30) 18- 0- 0 <br /> 2-4x2 SPF STANDARD 14.17,18 joint detail report: 7) 10- 6- 8 19) 31- 5-12 31) 16- 0-12 <br /> All COMPRESSION Chords are assumed to be NOTE: Maximum truss spacing is 16.0" o.c. 8) 11- 6- 4 20) 33- 9-12 32) il- 6- 4 <br /> continuously braced unless noted otherwise. 9) 12- 5- 0 21) 36- 1- 0 33) 10- 6- 8 <br /> ..TC...FORCE...C5I ..BC...FORCE...CSI 10) 13- 9- 8 ZZ) 38- 6- 8 34) �- 4- 4 <br /> i- 2 -sa a.2� 36-35 5950 0.66 11) 16- 0-12 23) 38- 6- 8 35) 3- 9- 4 <br /> 2- 3 -8584 0.52 35-34 10583 0.95 12) i$- 4- � 24) 33- 9-12 36) �- �- 0 <br /> 3- 4 -8585 0.62 31-33 8350 0.79 <br /> 4- 5 -9901 0.84 33-32 7462 0.62 "--"""'" T�TA�- �E$I�N ��A�S ------------ <br /> 5- 6 -9901 0.�3 32-31 seoe o.a� Uniform PLF From PLF To <br /> 6- 7 -7462 0.33 31-30 -2619 0.08 TC Yert -76 0- 0- � -�fi 1- 9- � <br /> �- e -eae4 0.so 30-29 -2619 0.a� TC Vert -317 1- 9- 0 -317 5- 1- 0 <br /> 8- 9 -6A64 0.39 29-28 -4237 0.45 TC Vert -146 5- 1- 0 -146 10- �- � <br /> 9-10 -646! o.si 2e-2� -io�s o.06 TC Vert -66 10- 0- 0 -66 38- 6- 8 <br /> io-ii -eis a.ii 17-26 -1076 o.oz BC Yert -6 0- 0- 0 -6 38- 6- 8 <br /> ii-iz -e�s o.io 26-25 -184 o.os Concentrated LBS Location <br /> iz-is 6253 o.ee zs-2e ao9 o.oe TC Vert -1368 5- 1- 0 <br /> i 3-i a 6 2 5 3 0.e e z a-z s 5 7 3 0.i i ( hetaby ooctihr that thia plar�, gp�p�� pr p�R <br /> 14-15 2416 0.29 <br /> 15-16 2416 0.29 w� � � � � V�� � �� �1V�Sbfi <br /> �e-» >ea o.os ar�d fha� 1 8m a dt�fy Repla:ered Pe�ctossiotw! Eny�t <br /> i�-i e i e a o.o s under the laws ot ttw Sta� o{, �e�s. <br /> 18-19 -409 0.05 �1 <br /> 19-20 -698 0.09 <br /> 20-21 -698 0.08 - � �i����i.. -..■-�_ <br /> 21-22 -19 0.09 <br /> . <br /> 26.50 .MEB...fORCE...CSi .MEB...fORCE...C51 I���(!'L ' <br /> � 1-36 -156 0.03 12-29 -3904 0.39 �p �Q. �1�p, �24� <br /> J '"" 2-36 -6312 0.37 13-29 -353 0.03 <br /> 2-35 3213 0.30 14-2�8-62866 0.29 <br /> 1 2 3 4 5 6 4-35$ -91437100.29 �� 15-2 2 -le 30.04 �4 15 1617 18 19 20 21 22 <br /> 4-3t -735 0.18 16-28 -1444 0.36 <br /> 5-34 -345 0.07 16-26 987 0.84 <br /> 6-34 1671 0.31 18-26 -400 0.08 <br /> 6-33 -1255 0.25 18-25 653 0.55 <br /> �_2-0 1.SX3.2 1f.�C4.8 906 0.71 19-25 -261 0.05 1•5)(� 1-2-0 <br /> TL16-6X17.5 1.5X4.8 6RSl4 -1367 0.ibX4.819-2d 309 $�&SX10.4 W=3X6.4 1.SX4.8 1.5Ji4B � <br /> � 1.SX4.8 1.SX4.8X12 6X88-3�/=g�20.02 2og�g -g�(q,g0.03 1,5X4.8 6X8 5X4 5X4 5X4 <br /> 1 , <br /> 8X16 STi&SX10.4 12-$�16 3769 0.3�X16 W=3X6.�L16-6X17.5 W=3X6.4 5X4 5X4 6X6.4 6X6.4 � <br /> TL16-t OX13.7 6X6.4 6X12 <br /> Ir �"6"� 'L <br /> 36 35 34 33 32 31 30 9 28 27 26 25 24 23 <br /> 2465#3.50' 2662#3.50' 314#3.50" <br /> � <br /> � C/L:2as-o <br /> EXCEPT WHERE SHOWN,AlL PLATES TO BE TEE-LOK 20-GA ST �r 3 Supports scale = 0.1875 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.o psf Designed By:BS <br /> QDQD� A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 � <br /> BRACINCWARNINC DESICNINFORbfATlON � Checked By: <br /> Bradna shown on dtis drawing ia not excrion 6raeing,wind b�ing, TMix deri�n ir fw art individud 6uilding mmponent and haa 6ern based on in fo»,�- BC Live 0.0 � <br /> polfa!bwcing or sintilar bracing wJuch ir apm�o f the bui1ding don prm�ded 6y rhe cfiertt The deri r dircbirv an rca ruibilit w dama <br /> duign and which nurn 6e considend b the bu'Jding derigner. ue a rcau@ of jaJty a incomrd in�mraaon,speci fua��m�d/oi derigna � BC�8d 5.0 Psf Date•10.30-92 <br /> B.�ng shown is for/a�na[suppor�of��memben anly�o rrduoe furniahed to the burs derigne�by�dient and the co�rectnesi o�accu�ary of TOTAL 55.0 �l5'F • <br /> ����� 6vcMing length.pratieions rwrt!x madt to anchor lateral bradng thi.r in fonnaaon m it may rclatt to a apeci�ic proj'ect ThLv aua.r has 6etn <br /> � mendrand.rpecijiedloc�ionsdetemdnedbythebuildingderigner. derignedinaccordaraewith7P1-83"andNDS-86"to6eincorpormedaapmtof DesignCriteria•TPI <br /> Addiconal bracin o the overaD advcmrc rrray be nquircd the building duign 6y a BuiWing Duigne�.When miewed for approvd b y the LOAD DUR.FAC: 1.Oo ' <br /> (See HIB-91 o f�/.Fo��fic mrar bmcirtg rcquurmenv, 6uilding designn,�he design loadinga rhown muat 6e checked to be surc that the <br /> -•W'OOD TRUSS SYSTEMS- mnract building designer. (!rusr Pfa�e Irwdn/u,TPI,ia lac�ed data ahrnvrt arc in agrcrment xith the fncal building codet,loea!c6matic rccorda S PACING• 16.�" Se fl:08.17.92-73039 <br /> a[383 D'Ona frio Dnve.Madison,W'isconsin 537191. fw wind w rnow lnads,pro ject speci fications or special applied Ioads. • p <br />