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LYMAN WO:4a14o WE:44151.3 Truss ID:HH <br /> TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations <br /> 4x2 SPF 2400E-2.OE 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 9) 15- 1- 0 17) 19- 5- 4 <br /> BOT CHORDS: 4x2 SPF 2100E-1.8E o� truss vertical. 2) 2- 7-12 10) 16- 4- 0 18) 16- 4- 0 <br /> WEBS: 4x2 SPF STAND/1RD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 11) 16-11-12 19) 14- 5- 0 <br /> 4x2 SPF 1650f-1.5E 2.3.5.19.20 All COhPRE5SI0N Chords are assumed to be 4) 6- 6- 0 12) 18- 1- 8 20) 9- 6- 0 <br /> continuously braced unless noted otherwise. 5) 8-11- 8 13) 19- 5- 4 21) 8- 6- 8 <br /> ..TC...FORCE...CSI ..BC...FORCE...CSI fi) 9- 6- 0 14) 21-10-12 22) 6- 6- 0 <br /> i- z -2e o.is z�-z3 zaae 0.36 7> 11-11- 8 15) 24- 6- 8 23) 5- 1- 4 <br /> 2- 3 -4364 0.38 23•22 d364 �.55 8) l4- 5- � 16) 24- 6- 8 24) �- �- � <br /> 3- 4 -5307 0.36 22-21 6655 0.86 <br /> 4- 5 -5301 0.56 21-20 6655 o.es ------------ TOTAL DESIGN LOADS ------------ <br /> 5- 6 -6900 o.so 2o-i9 �io2 0.95 Uniform PLF From PLF To <br /> 6- 7 -6900 0.91 19-18 6876 o.s9 TC Vert -76 �- 0- � -�6 9- 6- 0 <br /> 7- 8 -6986 o.ee ie-i� 5929 a.ie TC Yert -66 9- 6- 0 -66 15- 1- 0 <br /> 8- 9 -6986 0.51 17-16 2447 0.36 TC Vert -76 15- 1- 0 -76 24- 6- 8 <br /> 9-10 -6268 o.si BC Vert -6 0- 0- 0 -6 24- 6- 8 <br /> 10-I1 -6268 o.4i Concentrated L85 Location <br /> ii-i2 -esee a.ei TC Vert -410 9- 6- 0 <br /> iz-is -e3es o.ez TC Vert -410 15- 1- 0 <br /> 13-14 -4368 0.44 <br /> 11-15 -30 o.to + �� � � �� �� ��� � �„ <br /> .MEB...FORCE...CSI .MEB...FORCE...C51 <br /> 1-24 -116 0.02 8-19 -133 0.03 wu � � � a UfK�� f11� f�{}�� � <br /> 2-24 -2741 0.41 9-19 253 0.21 9fl1� �1� � �1 S � R6g{4�,�f� PI�aS�6�OfIQ� � <br /> 2-23 2195 0.!1 9-18 -902 0.19 ut�� � �a Of � �� � � <br /> 3-23 -10l9 0.21 10-18 -50 0.01 <br /> 3-22 1323 0.25 11-iB 798 0.68 i�J"'�►' ' i���.� <br /> 4-22 -165 0.03 11-17 -1765 0.51 ( <br /> 5-22 -1543 0.45 13-17 -194 0.04 <br /> 5-20 669 0.51 14-I7 2124 0.42 �p <br /> 6-20 -/84 0.10 14-16 -2737 O.dO � ���Z I� p,�,, <br /> 7-20 -231 0.07 15-16 -133 ��•75" "oH• �• �2�9 <br /> 7-19 -132 0.04 �'1�� s <br /> 24-6-8 <br /> 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 <br /> 1.SX3.2 <br /> 1.5X3.2 1.5X3.2 1.5X3.2 1.5X3.2 W=3X4.8 1.SX3.2 <br /> 1.5X3.2 8X12 SX4 4X8 3X4 1.SX3bL4 4X8 1.5X3.2 8X12 <br /> � ' _ e -�- <br /> 1-6"� 1-6-0 <br /> � � <br /> ST18-5X10.4 6X6.4 4X8 4X4 3X4 4X6.4 4X72 ST18-5X10.4 <br /> W=TL16-3X112 <br /> N=3X6.4 <br /> 24-6-8 � <br /> 4 23 22 21 20 19 18 17 16 <br /> 1404#3.50" 1405#3.50' <br /> �es 24-6-8 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST scale = 0.2500 <br /> WARNiNG: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 psf Designed By:BS <br /> QaQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf n �-- <br /> BRACINGNARNlNG DESICN/NFORMATION Checked By:�UI <br /> B�acing s/wwn on this dmwing is not erccaon bracing,wind 6rvcirtg, This deri�n is for an individual6vilding canponau md har 6ern 6ared on in forma- BC LIV@ 0.0 F1S} <br /> po�ta!6racing o�.rimifar bmcing which ia a part of the 6uiWing tlon pronded by the cL'mt.The dui r dircla'tms any rcs porvibiGty for damagea BC Dead 5.0 Sf <br /> 0 ,� �p dea�gn and w/uch muat be considercd by�he Nuilding deaiarw. af a rcru4 of`miky or inconed in ommtlon,aptci fuafiona md/o'designs P Date:10-30-92 <br /> � Brucing ahown is Jorlateral rtupport o f waa mcmbm onfy m redutt )um'uhed to l7te bua:derigne�by tlitnt and the comecbw+o�aeamcy of <br /> 6uckling length Prvvisions must be made to onchor Icrem!bmcing thia in forn�a6on as it mny,rlate m a apeci�icpn ea.Thir dusa haa 6ern TOTAL 55.0 PSf <br /> ar endr and apeci f'�ed locariou dete�mined 6 y dm building deriano. desi��in eecordance with'TP(-BS"end NDS�to 6e inco�porated as pan o f Design Criteria:TPl <br /> Addifiorra!bracing aj the ovemll mucmrc mr,y 6e requiied tht 6u'�I�tg desian by a Buildi»g Darigner.When m�Iewed jor npprm�n!6y the LOAD DUR.FAC: 1.00 <br /> (See HIB-91 o f TP/).Far s ci fic nurs bra�ing rcquurmerttr, buiJding designe�,Jhe deaign Inadin a shown nwa[be checked w 6e.run dwe[he <br /> g w <br /> --WOOD TRUSS SYSTEAfS- contac�6ui(ding deri�rter. ( NTS PIafC/n.ifiRrfe�TP/,is tocated dara ahown are in agreemtnt with tht(ocaf 6urJding codta,7oca!climatic rccardr SPACING: 16.0" S@ fl'08.17.92-73191 <br /> at S83 D'Ona frio Dnve,Dfadiron,A'isconsin 537191. for xind or snow bada,pro jed iptci f'uafiont or apecial applied Ioadr. q • <br />