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LYMAN WO:4a1ao WE:aa143.1 Truss ID:J <br /> TOP CHORDS: 4x2 SPf 1650E-1.5E NOTE: Maxi mum truss spaci ng i s 16.0" o.c. �:,i�:;. L:,cati ons <br /> QOT CHORDS: 4x2 SPF 1650E-1.5E All COhPRESSIOM Chords are assumed to be 1) 0- 0- 0 =' 11-10-12 15) 13- 6- 8 <br /> WEBS: 4x2 SPF STANDARD continuously braced unless noted otherwise. 2) 2- 2-10 �� li- 6- 8 16) 11-10-12 <br /> 2-4x2 SPF STANDARD 4 3) 4- 3- 8 1�:� 15-10- 8 17> 7- 4- 4 <br /> 4x2 SPF 1650E-1.5E 6 ..Tc...FoecE...cs� ..sc...Foace...cst 4) 5- 1- 0 1;� le- 1-12 18) 6- 7- 4 <br /> i- 2 -i2 o.ie 20-19 -688 o.io 5) 6- 5-12 12: 20- 7- 4 19) 4- 3- 8 <br /> z- s i�oo o.so 19-18 -693 o.ii 6) 7- 4- 4 13; 20- 7- 4 ZO) 0- 0- 0 <br /> 3- � i�oo o.so 18-17 -693 o.oe 7) 9- 7- 8 14i 15-10- 8 <br /> 4- 5 -472 0.10 17-16 1250 0.33 <br /> 5- 6 -472 0.16 16-15 1727 o.ae ------------ TOTAL DESIGN LOADS ------------ <br /> e- � -n2 0.ie is-ia v2� o.ae Uniform PLF From PLF To <br /> �- e -i�z� o.zs 14-13 iao� o.2s TC Vert -76 0- 0- 0 -76 5- 1- 0 <br /> s- 9 -�iz� o.z3 TC Vert -66 5- 1- 0 -66 20- 7- 4 <br /> 9-10 -1591 o.2s BC Vert -6 0- 0- 0 -6 20- 7- 4 <br /> io-ti -is9i o.iv Concentrated LBS Location <br /> ii-i2 -sz o.�a TC Vert -715 5- 1- 0 <br /> .ME6...FORCE...CSI .MEB...fORCE...C51 <br /> 1-20 -98 0.02 7-16 524 0.44 � hYf� � � � <br /> 2-20 778 0.66 8-16 -165 0.03 � `T'�Ofl� OI <br /> 2-19 -1132 0.27 9-15 -30 0.01 w� � � � Of 1�� �/ �� � <br /> 1-19 -1664 o.ss �o-ia -iio o.oi �� f��� � � �' A��� p��ssior►al E� <br /> 4-i� iiez o.2e ii-�a eax o.sa la�ws a tho Stata pf Mi�p� <br /> 6-17 -162 0.03 11-13 -1063 0.27 ''��s _ <br /> 7-17 -855 0.22 12-13 -109 0.02 i-��.��� <br /> �ro ' z-yZ �. �vo. ,2� <br /> �� <br /> 2a�-a <br /> 1 2 3 4 5 6 7 8 8 10 11 12 <br /> 12-8-10� <br /> � � 1-6-4 <br /> 1-2-0 1.SX3.2 1-2-0 <br /> .5X32 6X6.4 1.5X32 1.5X3.2 � <br /> � .SX3.2 3X6.4 3X4 W=3X4.8 3X4.8 1.5X3.2 3X4 1.5X3.2 3X6.4 <br /> _ � <br /> � 3X6.4 ST18-SX10.4 3X8 3X4 1.SX32 3X6.4 3X6.4 � <br /> W=3X4.8 <br /> 2a�-a <br /> 20 /9 18 17 16 15 14 13 <br /> -250 3.50' 2005#3.50' 523#3.50" <br /> 2a�-a <br /> C/L:43-8' <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST Over 3 Sup rts scale= 0.2500 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By:BS <br /> QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf � <br /> BRACENCWARNING DESIGNINFORbtAT10N BC LIV@ 0.0 Sf Checked By: <br /> Bwcixg shawn on this drawins is nnt aection braeiny wL�d bracing, Thia deai�n ir fw an individud 6vilding component and hei 6een 6a.xd on in forma- P <br /> porta!b�acin ar ibrdla�bracin which ia a of the 6uildiieg tlan provrded 6y the client The defi disda'vru any ruponribiJity for damages <br /> g r a <br /> derign and which murt be m.vidaied by the uilding deaisner, aa a rcau7t of/a�6y or incorrcct in�om�atinn,apen'fieafiona ond/or duigns BC�8f� 5.0 PS} Date•10-30-92 <br /> O���� Bmc+ng ahown i./wl�eml euppwt of was memberr ady to roduce furrdxhed ro tJie wre derigne�6y the clien[and the eomechieaa w aavmey o f ' <br /> bucklixg length Prwisienr rrats[be made ta amhnr latern/bracing dtia in fonnation m it may rrla�e m a r peci�icpso Thia truir has 6een TOTAL 55.0 F1S} <br /> • ar rnda and aprci f'vd/oca6oru de�emwred by the 6uilding de,nsner. deri��in actordancr with'TPI-8S md NDS�m be incorporated as pan of Design Criteria•TPI <br /> Addi6ona16racing of du wcraU,rtn�cmrc may 6e rcquixd, the bui/ding derign 6y a Building Deaianer.When rcviewed for approval6y ehe LOAD DUR.FAC: 1.00 � <br /> (Sn H/B-91 oJ TP/).For tpeci fic buaa bratlrtg rcq�ormenu, 6ui(ding duigrter,the design bcdingr shown mun be checked to be mrc that ehe <br /> --WOOD TRUSS SYSTEMS- coruacr 6uilding designer. (Tnrsr P(ate Inraa�a,TPl,is located dam shnwn are in agreemera with rhe iocn!6uilding coder,loca(dimatic rceorda SpAC I NG: 16.0" Se Il'08.17.92-73054 <br /> at S83 D'Orro(rio Drivt,Ma�'iron,Wisconxui 53719). for wind or rnaw loada,pro%ett speci ficationa os specia!applitd load.r. q • <br />