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LYMAN WO:4414o WE:441452 Truss ID:P <br /> TOP CHORDS: 4x2 SPF 1650E-1.SE NOTE: Maximum truss spacing is 16.0" o.c. oint Locations <br /> BOT CHORDS: 4x2 SPF 2100f-1.8E All COhPRESSION Chords are assumed to be 1) 0- 0- 0 6) 9- 0- 8 11) 6- 8- 8 <br /> WEBS: 4x2 SPF STANDARD continuously braced unless noted otherwise. 2) 2- 5- 8 7) il- 3-12 12) 5- 4- 8 <br /> 4x2 SPF 1650E-1.5E 2.3.10 3) 4- 8-12 8) 13- 9- 4 13) 4- 8-12 <br /> ..TC...FORCE...C51 ..BC...FORCE...CSI 4) 5- 4- 8 9) 13- 9- 4 14) �- 0- 0 <br /> i- z -si o.ie ia-is zoie o.30 5) 6- 8- 8 10) 9- 0- 8 <br /> 2- 3 -3476 0.35 13-12 3632 0.84 <br /> 3- 4 -3476 0.58 12-11 3632 o.ea ------------ TOTAL DESIfN LOADS ------------ <br /> 4- 5 -3632 o.ez ii-io 3632 o.e2 Uniform PLF From PLF To <br /> 5- 6 -2736 0.42 10- 9 1601 0.26 TC Vert -76 �- �- � -�fi 5- 4- 8 <br /> 6- 7 -2736 n.2s TC Vert -66 5- 4- 8 -66 13- 9- 4 <br /> �- s -ao o.ia BC Vert -6 0- 0- 0 -6 13- 9- 4 <br /> Concentrated lBS Location <br /> .MEB...FORCE...C51 .NEB...FORCE...CSI TC Vert -696 5- 4- 8 <br /> 1-14 -119 0.02 5-11 145 0.12 <br /> 2-14 -T160 0.29 5-10 -980 0.25 ' `__ , � � � <br /> 2-13 1603 0.30 6-10 -125 0.02 ��R� !�y�,,� <br /> 3-13 -251 0.05 7-10 1242 0.23 w� � �'�"�^'��� a ��QR <br /> 4-12 -254 0.05 B- g "1799 0.02 �111d �i��a � « Y�� � �� ��E�Ol1 <br /> � th� laws of t� �� �^�� <br /> �- <br /> , <br /> Dst°l�s,G,_--,Z---- RoQ. No. 12469 <br /> 26.50' <br /> 13-9-4 <br /> 1 2 3 4 5 6 7 <br /> 6-0-8 � <br /> � � 1-2-8 <br /> .5X32 1.5X3.2 <br /> .SX32 4X12 t,5X3.73X4 3X4 � 1.5X3.2 4X8 1.5X3.�� <br /> � <br /> 1-2-0 <br /> 1-2-0 <br /> � � <br /> 4X8 3X121.5X32 1.5X3.2 3X8 4X8 <br /> 13-9-4 <br /> 14 13 12 11 10 <br /> 973#3.50' 786#3.50' <br /> � 13-9-4 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.5000 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o pst Designed By:BS <br /> QaQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 <br /> BRAClNG R'ARNINC DESICNlNFORNATION � Checked By: � <br /> Bradng ahown on thir dmwing is not erec6on bmcing,wind bmdng, Thir deai�rt'v fw an individud buiJding component and har been baxd an in forma- BC�V@ 0.0 PSf <br /> portd bracing or rimifar bracing which u a part o f the buildina 6on prcrv�ded by the dient The desi dix/a'uns an y responsibitity fw damagu <br /> dengn and which rrorx be mnxidrrcd by�he 6ui/deng derigw. as a result o f fm�hy m ineomat in�,spect fuatlans and/o.deaignr BC�ad 5.0 � �81@•�aaa92 <br /> ����� Braang ahown ir jw)ttem!nrpptm of tnerr memben on1y to re�rtx fumGhed to J�t bvar deaigntr by tht client andthe corrctbasa or accumcy a f • <br /> 6uckling kng�h.Provisinns mun be made m anehor/aterd br�rng rhu in jom�nn aa!t may nlate to a apeei�ic pro ecf.This duar hae been TOTAL 55.0 F1S1 <br /> . atendrandrpedfied(oc�oudetemiined6ythe6uilding�eerisxr. deai dinacrnrdancewith"TPI-85'andNDS�"tobeincorponueda.rpaxof DesignCriteria:TPi <br /> n <br /> Ad�dom!6mcing o the mrra0 rnucwn may be rcquircd the uilding detiart 6y a Building Deaignn.When rcvi�wed for approvd 6y tht LOAD DU R.FAC: 1.00 <br /> (See HIB-9]o f TPI� Fw rpect fic trusr 6racing requixmerttr, buiidin6 derigne�,the design bodin6a s)rawn r�wst 6e chtcked tn&aurc dwt the <br /> �w <br /> --WOOD TRUSS SYSTEMS- mntaa building designer. (Truri Plate Instiwte,TPI,is locmed datn:hown arc in agrcement with the locn!building codes,locd cGmatic reco�ds S PAC ING• 76.0" $@ fl'08.17.92-73080 <br /> at�83D'OnofrioDrive,Madiaon,Wirconsin53719). forwindo�.rnowloada,projectapecif'ication.torspecialapp&dloadf. • q • <br />