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LYMAN WO:44140 WE:44149.1 Truss ID:BB <br /> TOP CHORDS: 2-4x2 SPf 1650f-1.5E 2x6 continuous strongback. Attach to each oint Locations <br /> BOT CHORDS: 4x2 SPf 2100E-1.8E � truss vri th 3-lOd nails. Splice stiffback 1) 0- 0- 0 8) 13-10- 8 15) 19- 9- 0 <br /> 4x2 SPF 2400E-2.OE 1 on truss vertical. 2) 2- 7-12 9) 16- 4- 0 16) 18- 0- 0 <br /> WEBS: 4x2 SPF STANDARD NOTE: Maxirtum truss spacing is 16.0" o.c. 3) 4-11- 0 10) 18- 9- 8 17) 16- 4- 0 <br /> 2-4x2 SPf 1650E-1.5E 2,3.16 All COF�RESSI�! Chords are assumed to be 4) 6- 6- 0 11) 19- 9- 0 18> 11- 5- 0 <br /> 4x2 SPf 1650E-1.5E 13 continuously braced unless noted otherwise. 5) 8-11- 8 12) 21-10-12 19) 6- 6- 0 <br /> 2-4x2 SPf STANDARD 11 6) 11- 5- 0 13) 24- 6- 8 20) 4-11- 0 <br /> ..TC...FORCE...CSI ..BC...FORCE...C5I 7) 12- 1- 8 14) 24- 6- 8 2ll 0- 0- 0 <br /> 1- 2 -32 0.39 Z1-20 5699 0.63 <br /> 2- a -eeio o.es 2o-is 9066 0.94 ------------ TOTAL DESIGN LOADS ------------ <br /> 3- 4 -8810 o.ao i9-ie 9168 0.99 Uniform PLF From PLF To <br /> 4- 5 -9066 0.66 ie-i� ea�o u.9i TC Vert -76 0- 0- 0 -76 1- 3- 0 <br /> 5- 6 -9053 0.64 I7-16 6453 0.68 TC Vert -439 1- 3- 0 -434 4-11- � <br /> 6- 7 -9053 0.55 16-LS 6153 0.83 TC Vert -66 4-11- 0 -66 24- 6- 8 <br /> 7- 8 -9053 0.63 IS-14 3364 0.46 BC Vert -6 �- �- � -6 24- 6- 8 <br /> e- 9 -�eee o.s2 Concentrated LBS Location <br /> 9-10 -1688 o.as TC Vert -1068 4-11- 0 <br /> io-ii -s9oa o.2e TC Vert -677 19- 9- 0 <br /> 11-12 -5904 0.34 <br /> i 2-i s -z s o.i� 1 lNqby �y tltat dtis p!�lr� <br /> .MEB...fORCE...CSI .MEB...FORCE...CS[ wy � � � � u��� Of fip01� <br /> i-zi -zis o.oa e-ie 661 o.se �� � � � � R���P �� ��� <br /> 2-21 -6356 0.37 8-17 -886 0.25 <br /> 2-ZO 3593 0.34 9-17 -214 0.04 V � � d � � FJ�IOQ� <br /> 3-20 -1572 0.31 10-17 1400 0.26 rN���' " " . r'/�� � p� ��L <br /> 4-20 -332 0.01 10-15 -930 0.19 C //•,..� <br /> 4-19 77 0.07 11-15 -779 0.16 �r.��y <br /> 5-19 -115 0.03 12-15 2978 0.28 <br /> 5-18 -130 0.04 12-14 -3745 0.38 <br /> 6-18 -216 0.04 13-14 -115 0.02 Q����Z�Z <br /> 26.75" � � 1� <br /> � F <br /> L 2a-6-e � <br /> �1 �2 �3 �4 5 6 7 8 8 10 11 12 13 <br /> 1.5X3.2 TL16-6Xt 3.7 <br /> TL16-8X17.5 W=3X4.8 1,SX4.8 1.5X3.2 <br /> 1.SX4.8 3X6.4 4X4 4X4 1.SX4.8 4X8 1.SX4.8 6X6.4 1.SX4.8 <br /> �- , - � -� <br /> 1-6-0 1-6-0 <br /> � _ �L <br /> TL16-8X17.5 8X16 3X4 3X6.4 4X8 6X12 ST18-5X10.4 <br /> W=TL16-3Xt 1.2 <br /> N=1.5X4.8 <br /> 24-6-8 �, <br /> 1 20 19 18 17 16 15 14 <br /> 3097#3.50' 1827#3.50" <br /> � 24-6-8 <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 Llve 40.0 psf Designed By:BS <br /> �DQDQA COPY OF TtiiS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 <br /> BRACINCWARNING DES/CNINFORMA2'!ON � Checked By: � <br /> Braci»g ihown on tlJa d�mving is not erccaon 6racing,wind 6racing, This deri$n ir for an individeal buiWina cvmponent and has been baaed on in fomw- BC UV@ 0.0 P6f <br /> portal bracirtg rn timi/a�bracing which ir a part o f rhe building 4on prowded by the e6ene The dui r duclmms any rcrponsibility fo�damages <br /> dan and which mur�be mnridened b t!m Fuildin deai r ar a rerule o au@ rn incomed irt�rmutian,r uation.r and o�deri BC�8d 5.0 <br /> s!� r s aK• I� r � �f / sn* P� Date:1 a30-92 <br /> ����� Bracu�g ahown ir(or/aend uppaf of truss mem6en on!y ro rcduoe furniahed to burr deatgner by dient �he mrrccbuaa o�acneracy o f P <br /> 6uckling length. Proveaions muat be nmde to anchor Iaurd bmcixg ehir in fmmapon m U may rclax m a aped�ic pro�'ect TAia dvaa har 6ern TOTAL 55.0 � <br /> atcndam�d:prafiedlocaaonaderemuned6ythe6uil�ngdeaianer, deaignedinaccordaraewith"TPI�BTmd NDS-�"tobeincorporaudaspartof Design Criteria'TP� <br /> Addidonal bmeing o d'e ove'cQ abvctum m�}!x xqu'vrd the bu'Jding deaign by a Bui/ding De�igner.When miewed fa�apP�O1'�bY� LOAD DUR.FAC: 1.00 � <br /> (See H!8-91 o f TPI�For sptci fic duss bracingrequtrtmentt, 6uilding deaignn,the derign loading�shown mutt 6e checked m bt surc that the <br /> -•IVOOD TRUSS SYSTEMS- contact 6ui/ding desi�ner. (Trusr Plate fraania,TPI,ir locarsd dam ahown are in agrcement with the locaf building codes,local c(imatic rccords SPAC I NG• 16.0" S@ fl'08.17.92-73170 <br /> at 383 D'Ono fria Dnve,Mad'von,Wisconrin'77191. for xind or rnow badr,projecl speei f'rcadnnr or rp[cial applied loads. ' q • <br />