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LYMAN WO:a4140 WE:44140.2 Truss ID:B <br /> TOP CHORDS: 4x2 SPF 1650f-1.5E 2x6 continuous strongback. Attach to each oint Locations <br /> 4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 ]d) 25- 4- 0 27) 28-10- 8 <br /> BOT CHORDS: 4x2 SPf 1650E-1.SE on truss vertical. 2) 2- 5- 8 1;•) 27- 7- 4 28) 27- 7- 4 <br /> 4x2 SPF 2400E-2.OE 2 NOTE: Maximum truss spacing is 16.0" o.c. 3) 4- 8-12 lu) 28- 9- 0 29J 23- 0- 0 <br /> WEBS: 4x2 SPF STANDARO All COFPRESSION Chords are assumed to be 4) 7- 0- 0 17) 29-11- 4 30) 19- 5- 4 <br /> 4x2 SPF 1650E-1.5E 3,14,17.21 continuously braced unless noted otherwise. 5) 9- 3- 4 181 3l- 7- 4 31) 15-11- 4 <br /> 2-4x2 SPF STANDARD 18.19 6) 10- 1- 8 19) 33-10- 8 32) 13- 7- 4 <br /> ..TC...FORCE...CSI ..BC...FORCE...CSI �) il- 7- 4 ZO) 36- 1-12 33) 11- 7- 4 <br /> 1- 2 -39 0. 15 37-36 1633 0.37 8) 13- �- 4 21) 38- 5- 0 34) 10- 0- 0 <br /> 2- 3 -2749 0.2a 36-35 3c2i o.�2 9) 15-11- 4 2c) 40-10- 8 35) 9- 3- 4 <br /> 3- 4 -2749 0.27 35-34 3561 0.71 10) 18- 2- 8 23) 4�-1�- 8 3fi) 4- 8-12 <br /> 4- 5 -3717 0.39 39-33 3567 0.39 11) 19- 5- 4 24) 36- 1-12 3�) �- �- 0 <br /> 5- 6 -3717 U.41 33-3T 3101 0.35 12) 20- 8- � 25) 31- 7- 4 <br /> 6- 1 -3717 0.34 32-31 3101 0.34 13) 23- 0- 0 26) 29-11- 4 <br /> 7- 8 -3567 0.23 31-30 811 0.17 <br /> 8- 9 -217! u.ie 30-29 -1780 o.2s ------------ TOTAL DESIGN LOADS ------------ <br /> 9-10 -2174 o.ie 29-26 -2148 0.96 Uniform PLF From PLf To <br /> io-ii as2 o.i3 2e-2� -i�o o.os TC Vert -76 0- 0- 0 -76 18- 2- 8 <br /> �i-iz a3z o.io z�-2e -i�o 0.02 TC Vert -66 18- 2- 8 -66 4U-10- 8 <br /> i2-is �sss o.e2 26-25 -170 0.04 BC Vert -6 0- 0- 0 -6 40-10- 8 <br /> 13-14 1555 o.s2 25-24 eco o.2i Concentrated LBS Location <br /> 11-15 1263 U.31 24-23 695 0.18 TC Vert -300 i8- 2- 8 <br /> 15-16 1263 0.31 � f1Ki� OOf� hlSt u11S �afl, �Ofl, Or fApOR <br /> 16-17 1263 0.33 <br /> i i-i e -a�o a.i i rras prepared by tr� or utfde� my dired at�srvisiot� <br /> 18-19 -410 0.i a and that 1 sm a c�uly Registet+ed Ptdossi0��el Enpble�o� <br /> 19-20 -970 u.i s u �g � p� 1tw State ot AAiRrN�4. <br /> 20-21 -970 0.17 <br /> 21-22 -29 0.15 • <br /> .MEB...FORCE...C51 .MEB...FORCE...C51 • � ����� •• ��-�••� <br /> 1-37 -137 0.03 12-30 1766 0.33 <br /> 2-37 -1737 0.�5 12-29 -3�38 0.30 !�_Z�'` <br /> 2-36 1228 0.23 13-29 -199 0.02 ��4 �. HO. �Z�9 <br />� 26. 0' 3-36 -17t �.03 14-29 -1978 0.51 <br /> 4-36 -739 0.19 14-28 1633 0.31 <br /> 1-35 325 0.28 15-2 1- 0 0.03 <br /> 1 2 3 -35 5 61 14 g 17 11 1 21�•0 4 151617 18 19 20 2122 <br /> �-33 -232 0.05 17-25 �84 0.58 <br /> B-��d6-6 � �.45 18-25 -129 0.0330.10-0� <br /> 8-32 0 O1 25 -495 0.13 <br /> 8-31 4 �"8"��-24 120 0.10 �"s'� <br /> 9-31 -1 B .04 20-24 -I 46 0.03 � � 1.5X3.2 <br /> .5X32 �o-3lN=3X�4 a.2e 2i-2a 3oz o.26 W=3X6.4 1.5X3.2 <br /> 1-2�� 1.5X3210-h6X3.Y631 0.3I45X3.Z17,�(32-725 0.19 1.5X32 1.5X3.2 1.5X32 1-2-0 <br /> � .SXi� �430 3X� �($1 24X63 6X1�0$X4p4�12 3X8 3X4 3X4 � <br /> � 4X8 3X8 3X6.4 3X4 3X12 8X16 3X12 3X6.4 3X6.4 3X6.4 � <br /> 1.SX3.2 ST18-5X10.4 t.5X3.2 <br /> W=TLt 6-3X112 W=3X6.4 <br /> C ao-�as Q <br /> 3�36 3 33 32 31 30 28 2�25 24 23 � <br /> 807#3.50' 2287#3.50" 386#3.50" <br /> � aa�aa � <br /> c/�:2s-ao <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST er 3 Supports scale= 0.1250 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:BS <br /> ,QDQDQ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf tl.._._ <br /> BRAClNC WARNING DESIGN/NFORMAT/ON Checked By: F-�i <br /> Bracing ihawn on this drawing is not erc�nn bmcing,wind bmcing, Thia duidn'v fo�an individud building componnu md has 6een baxd on in forma- BC uV@ 0.0 � <br /> poxa(bracing or aimilar b�acing which'v a of the building tivn pro��tded 6y�he client The deai dix/aimr anr xaponsibility for damager <br /> e <br /> derign and wh,d�muar 6e conridercd 6y the uilding deaigner. aa a rcsult of fauky o�incomea in�irmadan,n rpeci fuariena and/or designr BC�ad 5.0 Psf Date•10-30-92 <br /> ����� Bmcina ahown'v(or IQtemi su ppvrt o f dvss membm only m rr�ce fumi.rhed r�r7�e bu:r derigrrn by client and�he comecbiess or accuracy o f TOTAL 55.0 • <br /> buckling lertgth.Provirions murt be made to ancho.laterol braeing thu in fom�n ar it may rclate fn a apt�i�ic pro'ect This busr haa bern � <br /> mendrandapeafiedlocatiorode�m�inedbydttbueldingdrsigner. detignedinaccordancewith"TPI-83"and NDS�to6eincorporv�rdmpartof DesignCriteria•TPI <br /> 4ddiliana/6�acing o f tht overall awcarn may be rcqu'ved the building derign 6 y a Building Detignti.Wlr�n miew�ed for app�ova(by the LOAD DUR.FAC: 1.00 ' <br /> (See H!B•91 of TP!).Fo�r�peci fic wsr bmcing requixmew, 6ui/ding derigner,rhe derign badingr ahawn rrwn 6e checked ta be sux that the <br /> -WOOD TRUSS SYSTEMS- coruact building designer. (Truxs Plate Inxtitua,TPI,ia bcared data shown ax tn agrcement with ehe Incal6uilding codes,(ocd c(imatic mords SPAC ING: 16.0" S@ �I'08.17.92-73002 <br /> at 383 D'Ona fw Drive,Aladixon,A'iscavin 537191. fo�wind o�artow loadr;pro jeu apeci ficationa o�tpeciol oppfied faads. q • <br />