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LYMAN WO:4414o WE:44142.1 Truss ID:G <br /> TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each ci-�; La�ations <br /> BOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 13i 2�- 0- 0 25) 24- 5-12 <br /> WEBS: 4x2 SPf STANDARD on truss vertical. 2) 1- 9- 0 ]•;; 25- 3- 4 26) 25- 3- 4 <br /> 4x2 SPF 1650E-1.5E 15.16,19 NO1E: Maxinum truss spacing is 16.0" o.c. 3) 4- 0- 4 1=� 27- 6- 8 27) 20- 8- 0 <br /> 2-4x2 SPF STANDARD 17 All COMPRESSION Chords are assumed to be 4) 6- 3- 8 lb� 28- 5- 0 28) 18- 6- 8 <br /> continuously braced unless noted otherwise. 5) 8- 6-12 1?i 29- 5-12 29> 16- 0-12 <br /> ..TC...FORCE...C51 ..BC...FORCE...CSI fi) 1�- �- 8 lo) 31- 5-12 30) 11- 6- 4 <br /> i- 2 -22 0.�3 34-33 isoe 0.33 7) 11- 6- 4 19) 33- 9-12 31) 10- 0- 8 <br /> 2- 3 -2566 0.2) 33-32 3131 0.67 8) 12- 5- 0 20) 36- 1- 0 32) 8- (-IZ <br /> 3- 4 •2566 0.zs s2-ai sz�o 0.66 9) 13- 9- 8 21) 38- 6- 8 33) 4- 0- 4 <br /> e- s -s2�o 0.3� 31-30 30» o.es 10) 16- 0-12 22) 38- 6- 8 34) 0- 0- 0 <br /> 5- 6 -3077 o.2z 30-29 ieos o.�0 11) 18- 4- 0 23) 33- 9-12 <br /> 6- 7 -2740 0.19 29-18 -1431 0.08 12) 20- 8- � 24) 31- 5-12 <br /> 7- 8 -2740 0.19 28-T7 -1431 0.21 <br /> e- 9 -2�ao o.so 27-26 -1953 o.z9 ------------ TOTAL DESIGN LOADS ------------ <br /> 9-10 -429 o.ie 2e-2s 363 o.iz Uniform PLF From PLF To <br /> io-ii -�29 o.�s 2s-ze 92i o.i9 TC Vert -76 0- 0- 0 -76 1- 9- 0 <br /> ii-�z 3657 0.9� z�-23 izi3 a.2s TC Vert -86 1- 9- 0 -86 17- 0- 0 <br /> i2-�s 3651 0.9� 23-z2 e�s o.Ti TC Vert -66 11- 0- 0 -66 38- 6- 8 <br /> i3-�a s9i o.ze BC Vert -6 0- 0- 0 -6 38- 6- 8 <br /> ie-is s9i o.2e Concentrated LBS Location <br /> 15-16 -921 o.i2 TC Vert . -259 1- 9- 0 <br /> 16-17 -921 0.09 � � � � �aw � « �� <br /> i�-�e -i2i3 0.ia i her r.o�.� <br /> 18-19 -1207 0.14 <br /> �9-z o -�z o� o.�� �s P�'�P�►ad bY rtw or under rtry dkeCt se�awisiort <br /> z o-z� -3� o.�s 8nd thet I e�m a duly Ra�1&teted prot�si0t�f E11pin6�t <br /> .MEB...FORCE...CSI .NEB...FORCE...CSI v�� t�9 I�IMB O� tF1Y S�A O� �fNl��, <br /> 1-34 -66 0.O1 11-27 -2438 U.33 '���1/�'1./�.p • .�'��51/`��+ <br /> 2-34 -1741 0.38 12-27 -IB2 0.02 <br /> 2-33 1169 0.99 13-27 -1866 0.48 - �,�,�. <br /> 3-33 -198 0.01 13-26 1498 0.28 <br /> 4-33 -628 0.16 14-26 6 3 Q <br /> 4-32 145 0.12 15-26 -1�1 �B�Y ���...��� �. �. �2� <br /> 5-32 -33 0.01 15-25 33 4 <br /> 5-31 -235 0.05 17-2 76 0. 5 gg{.g <br /> 6-31 131 0.11 17- 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 <br /> 6-30 -412 0.09 IB-24 -1 5 0.0 <br /> 7-30 -166 0.03 18-23 -6 0.00 <br /> 9-30 1028 0.87 19-23 -I51 0.03 <br /> 9-29 -1514 0.39 20-23 430 0.36 <br /> 10-29 -193 0.04 ZO-22 -955 0.22 <br /> 11-29 2047 0.38 1-22 -lol 0.02 W=3X6.4 1.SX3.2 �_2.� <br /> � ��� 1.SX3.2 1.5X3.2 1.SX32 1.5X3.2 1.5X3.2 W=3X6.4 1.5X3.2 1.5X3.2 � <br /> � 1.5X�1Y8 3X4 3X4 3X4 4X8 4X12 3X4 4X8 3X6.4 3X4 3X4 3X4.8 <br /> � B <br /> � 4X8 3X8 3X4 3X4 3X8 4X12 W=3X6.�X16 3X12 3X4 3X4 3X6.4 3X6.4 � <br /> � � � <br /> �}34 �33 32 31 30 29 28 7 26 25 24 23 22 <br /> 993#3.50' 1976#3.50' 439#3.5W <br /> �i 38-6-8 <br /> C/L:20-8�0 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST Over 3 Supports scale= 0.1875 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.o psf Designed By:BS <br /> �DQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf p-r- <br /> BRAClNG R'ARNING DES/GN INFOR61A770N BC LIV@ 0.0 � Checked By: J�-� <br /> Bracing rhown on tlti.r drawing is na exc6an 6mcing,wind br�ing, Thi.r dexi�n ir for w individud building ewnyerkn�and has beert 6axd on in fornw- P <br /> porra/6radna w rimiJar 6racing which'v a part o f the buiNina tlon prowded by the dient The dai r disclmm.r miY ies ponribility for damagea <br /> deri6n md which murt 6e wnsidercd by the 6uildi�ng derigrtn. ar a nau@ of(mdry o/ineorrea in�wma�wn,rpm'f�nns and/or derigrv BC�ad 5.0 P� Date•i o-30-92 <br /> ����� &aana shown ir fo'laterd avpport of nuas memben on! m rcdua fumithed W lht duxr derigner by clitnt and the comecdtess or accu�ary of • <br /> 6ucklinglrngrh.provirions�mrn&made to anchar Imrm�6rvcing dd.r in fomiarion m it may xlate to a sped�icpro Thie duss hm bmn TOTAL 55A pSf <br /> m ends and apeci fied(ocations detennixed by the building deaigner. deai�e d in acco/dance with"TP/d.f'and NOS�ro 6e incorporared oa pare o f Design Criteria•TPI <br /> Additionaf bracing o the overa/f.mucarr may(x rcquired rhe bu'Jding design 6y a Building Deaigner.R'hen miewed for aPprovd by the l.OAD DUR.FAC: 1.00 ' <br /> (See HIB-91 o f TPl�Fo�aped fic was bracing re �ementa, 6uilding derigne�,the derign laa�n ahown noen be checked to OC NK fllaf 1If[ <br /> aa �r <br /> -WOOD TRUSS SYSTEAfS- conmct build;,�g deai�nn. (T�uaa P7ate Ircsaiure,TP,ia located dam rhmm art in agrcement with the focd building cvdes,loca(climauc recorda S PACING: 16.0" $@ fl'08.17.92-73045 <br /> at 383 D'Orro frio Dnve.Madixon,R'irconsin 53719). for wind or rnow londs,proTect apeci ficetion.r or apeaal op plied loads. q • <br />