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LYMAN WO:44140 WE:441512 Tru&s ID:GG <br /> TOP CHORDS: 2-4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations <br /> BOT CHORDS: Z-4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 l0i 16- 4- 0 19) 16- 4- 0 <br /> 2-4x2 SPF 2400E-2.OE 2 on truss vertical. 2) 2- 7-12 1]) 16-11-12 20) 14- 6- 0 <br /> WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 12) 16- 1- 8 21) 9- 7- 0 <br /> 2-4x2 SPF 1650E-1.5E 2.3.5.19.20 All COhh�RES5I0N Chords are assumed to be 4) 6- 6- 0 13) 19- 5- 4 22) 6- 6- 0 <br /> 4x2 SPF 1650E-1.5E 7 continuously braced unless noted otherwise. 5) 8-11- 8 lA) 21-10-12 23) 5- 1- 4 <br /> 2-4x2 SPF STANDARD 17 6) 9- 7- 0 15) 24- 6- 8 24) 3- 0- 0 <br /> ..TC...FORCE...CSI ..BC...FORCE...C51 �) 12- �- 8 16; 24- 6- 8 25) O- O- O <br /> i- 2 -2s o.i� 2s-2a e552 0.se 8) 14- 6- 0 17) 21- 6- 8 <br /> 2- 3 -8398 0.50 24-23 4552 0.36 9) 15- 1- 0 I8) 19- 5- 4 <br /> 3- 4 -10274 0.58 23-22 8398 0.61 <br /> e- s -io2�a 0.93 22-2i 1T233 o.e3 ------------ TOTAL DESIGN LOADS ------------ <br /> s- e -i2aio 0.�3 2i-2o 12635 o.e� Uniform PLF From PLF To <br /> e- � -izaio o.9z 2o-i9 12360 o.es TC Vert -76 �- 0- 0 -76 4-10- 0 <br /> �- e -i2aas a.v� i9-ie tizes o.eo TC Vert -306 4-10- 0 -306 9- 7- 0 <br /> 8- 9 -12445 0.�2 ie-i� 1536 0.36 TC Vert -66 9- 7- 0 -66 15- 1- 0 <br /> 9-10 -11686 0.79 11-16 �536 0.57 TC Vert -306 15- 1- 0 -306 19- 9- 0 <br /> 10-11 -11686 0.ez TC Vert -76 19- 9- 0 -76 24- 6- 8 <br /> ii-iz -eesi o.eo BC Yert -6 0- 0- 0 -6 24- 6- 8 <br /> iz-is -eaei o.eo Concentrated LBS Location <br /> 13-14 -8481 o.se TC Yert -250 9- 7- 0 <br /> 14-15 -26 a.ia TC Vert • • -250 15- l- 0 <br /> .MEB...FORCE...CSI .MEB...FORCE...CS1 � hereby oostify th8t ihis .�} <br /> 2-25 -5030 0.29 9-20 201 0.17 w3� �f� r��' ��'d�bn� qr re}�ort <br /> 2-23 4313 0.40 9-19 -952 0.20 arwl that � � � m� °7 u^�� mY ��ect wpo��n <br /> 3-23 -1927 0.se 10-19 -119 0.oz �Y Re8i�3toted p�,p�j�gjp� <br /> 3-zz 2sie o.2a ii-i9 e�s o.�a untl� th� 11p�s pf� M �e�ot1�. EnBlneo� <br /> 4-22 -688 0.14 11-IB -3145 0.32 <br /> 5-2� -2197 0.32 13-IB -551 0.11 � , '1�� <br /> 28�T5� 5-21 396 0.34 14-18 4425 0.41 <br /> 6-21 -220 0.04 14-16 -SO10 0.29 <br /> y . �-zi -2si o.o� is-ie -ioo o.oz D8t6 f�-2 ��(Z <br /> �, �-z o -z i z o.o e 24.6..8 ReQ. No. 12459 <br /> 71 �2 �3 4 5 6 7 8 9 1011 12 13 14 15 <br /> 1.5X3.2 <br /> TL16-8X17.5 1.5X4.8 1.5X4.8 6X6.4 6X12 1.SX4.8 1.5X3.2 <br /> 1.5X4.8 RXS 6X12 4X4 1.5X4.8 1.5X4.8 W=3X4.8 TL16-SX17.S.SX4.8 <br /> �- ' - 1 -�- <br /> 1's'� t-6-0 <br /> �_ _. � <br /> 8X16 W=3X4.88X12 SX12 6X6.4 6X6.4 6X6.4 W=3X4.8 8X16 <br /> TLt 6-8X17.5 <br /> 24-6-8 <br /> 5 24 23 22 21 20 7�18 17 16 / <br /> 2327#3.50' 2329#3.50' <br /> � 24-6-8 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-1_OK 20-GA ST scele = 0.2500 <br /> W�IRNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS <br /> QDQDQA COPY OF TFIIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 e.i� <br /> BRACINGWARN►NG DESICNINFORMATfON � Checked By: F� <br /> Bmcina rhrnm on�hu�awing is na ereccon 1�mcing,wind bweing, Thia desi�n is jor an indivi�d building c���,u a,�d��r���b�a o„�,fo.„�- BC Live O.0 � <br /> porfal biadxg w rimilar bmcing which it a p��n o f the building aon prw�ded 6y�he cfient The deri � any nspvnsibiGty far damag�ea gC Dead 5.0 <br /> deaign and w/uch nwrr be conaidercd by the hu ifding deaigner. as a reeult of(�uhy m incomrtt in onna0nn,speci f�catlonr and/ar designa P� Dete: 10-30-92 <br /> O���� �uhy . <br /> Bracing al�own i+jor latemi svpprn of bvaa num6us an!y to rcdua fumiahed tn t�e wrr�sigrrer 6y cli�nt and�he eonrcb�efa or acarracy o f <br /> buc/ling�ength.Provirions mua�be made m r,,�chrnlaterd bmcing t/ur in fomiarion as tt may nlate to a apedticpro ect This was haa 6een TOTAL 55.0 � <br /> arendrandrpecifiedlacatlnnrdeterminedhydrebuildi.�gderigner. defi inaaordancewithTPl-BS"and NDS�to6eincorporatedaspartof Design Criteria:TPl <br /> AddiBona!6mcing of tht ovtrafl struce�n ma y be requircd dtt�ilding derign by a Building Dt.rigner.Nlioi miewed for approva!by the LOAD DU R.FAC. 1.00 <br /> (See HIB-9/o f TPI).Fo�apcci f'u nuaa 6ra.ing rcquvements, building designe�,�he detign bodinga thown muat bt chtektd m 6e sure dtat tlte <br /> -ii'OOD TRUSS SYSTEMS- conract budding deri$na. (Truss P/ate lnrdure,TPl,is lacated dara rltown arc in agreemen�with the locd 6uilding codta,local climaric rccordr SPACI NG: 16.0" Seqn:08.17.92-73190 <br /> at 583 D'Onafno Dnve,Madiaon,A'Gmnru�S?719). frn wind or tnow loadr,project aptei ficatian.r o�specia(applied loada. <br />