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LYMAN WO:4474o WE:44140.3 Truss ID:C <br /> TOP CHORDS: 4x2 SPf 1650f-1.5E 2x6 continuous strongback. Attach to each cinc Lo:.ations <br /> 4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 i-1) 2�- 4- 0 27) 30-10- 8 <br /> BOT CHOROS: 2-4x2 SPF 1650E-1.5E on truss vertical. 2) 2- 5- 8 l�i 27- 7- 4 28) 27- 7- 4 <br /> WEBS: 4x2 SPF STANDARD NOTE: Maximim truss spacing is 16.0" o.c. 3) 4- 8-12 lE1 Z�- 9- 0 29) 23- 0- 0 <br /> 4x2 SPF 1650f-1.5E 2,3.20.21 All COMPRESSION Chords are assumed to be 4) 7- 6- 0 1.'•) 29-10- 8 30) 18- 4-12 <br /> 2-4x2 SPF STANDARD 15,18.19 continuously braced unless noted otherwise. 5) 9- 3- 4 18) 31- 9-12 31) 16- 0-12 <br /> 2-4x2 SPF 1650E-1.5E 17 6) 10- 1- 8 19) 33- 9-12 32) 14-10- 6 <br /> ..TC...FORCE...C51 ..BC...FORCE...CSI �) 11- 6- 8 20) 36- 1-12 33) 13- 8- 0 <br /> 1- 2 -42 0.18 37-36 2087 0.33 a) 13- 8- � 21) 38- 5- 0 34) 12- �- � <br /> 2- 3 -3585 0.34 36-35 4651 0.66 9) 14-10- 6 22) 40-1�- 8 35) 9- 3- 4 <br /> 3- l -3585 0.36 35-34 5502 0.76 1�) 16- 0-12 23) 40-10- 8 36) 4- a-12 <br /> 4- 5 -5284 0.68 34-33 5502 0.75 11) 18- 4-12 24) 36- 1-12 3�) �- �- 0 <br /> 5- 6 -5284 0.70 33-32 5306 0.69 12) Z�- 8- � 25) 33- 9-12 <br /> 6- 7 -5284 0.55 32-31 4A9B 0.61 13) 23- 0- 0 26) 31- 9-12 <br /> 7- 8 -5306 0.52 31-30 3539 Q.48 <br /> 9- 9 -4d98 0.33 30-29 -2196 o.a2 ------------ TOTAL DESIGN LOADS ------------ <br /> 9-10 -3539 0.31 29-28 -3696 0.48 Uniform PLF From PLF TO <br /> 10-11 -943 0.22 2e-2� -soa o.oe TC Vert -76 0- 0- 0 -76 13- 8- 0 <br /> 11-12 -943 0.22 2�-2e -eoa o.02 TC Vert -146 13- 8- 0 -146 18- 5- 0 <br /> 12-13 5686 0.97 26-25 -4 0.03 TC Vert -66 18- 5- 0 -66 4�-10- 8 <br /> i3-ia 5686 a 9� 2s-2a 519 o.io BC Vert -6 0- 0- 0 -6 40-10- 8 <br /> 14-t5 zoso o.ai 2e-2s s9s o.i2 Concentrated LBS Location <br /> 15-16 zoso o.ai TC Vert -380 13- 8- 0 <br /> �6-�� z o s o o.a 9 1 horaby owtlfy that this pl2ut, apec�dbo, o► wport <br /> 17-18 4 0.11 <br /> 18-19 -519 0.13 W�13 PfMP9l9d �i fil� O� Ufk�Rf fl'1�/ �t6Ct EI�fY�61Qf1 <br /> 19-20 -750 0.i a itnd lfied I am 2t du�y Rog:siered Podossior►e1 EAp6'laot <br /> 20-21 -750 0.17 <br /> 21-22 -29 0.16 YIll�A� �16 �8w9�B � �1flY8�. <br /> .MEB...FORCE...CSI .NEB...FORCE...CSI ,�'y.� <br /> 1-37 -115 0.02 12-30 3419 0.32 � + ����t'(/t/1iY ■ . �..� <br /> 2-37 -2209 0.30 12-29 -3785 0.38 <br /> 2-36 1631 0.30 13-29 -201 0.02 <br /> 26. 0' 3-36 -162 0.03 14-29 -2158 0.29 D� �1�Z�Z Ow..� �� 12� <br /> 4-36 -1161 0.30 14-28 1793 0.33 ����r <br /> 4-35 689 0.58 15-2 A�67 0.03 <br /> (i 5-35 -159 0_03 17-2 aiY356 0_34 L <br /> 1�2�Tg �-35 562 8� 1017-�f ��961�� 4 151617 18 19 20 2� <br /> 7-33 -216 U.OS 18- 6 83 0.07 <br /> 8-33 115 �.10 18-25 583 0.49 <br /> 8-32 -1043 0.21 19-25 -244 0.05 <br /> 9-32 651 0.55 19-24 249 0.21 <br /> 1.5X3.2 9-31 -1238 0.25 20-24 -150 0.03 1.5X3.2 <br /> 1.5X32 l 0-3�IU=3X564 0.6 7 �6X�42 17 0 0.14 W=3X6.4 1.5X3.2 <br /> 1-2-0 4X12 10-h6X3.t815 0.NC4 21-23 -609 0.15 1.5X32 1.5X3.2 �-2� <br /> � 1.5X32 3X6�0 -3X� �1.C�5 4X82 2-2 3 8X1�03X4p.4�12 3X8 3X4 3X4 3X4 � <br /> � 6X8 ST78-SX10.4 6X6.4 SX4 6X6.4 8X16 ST18-SX10.4 SX4 SX4 6X6.4 6X6.4 � <br /> W=3X6.iX4 TL16-6X17.5 W=3X6.4 <br /> � ao-�as� <br /> 37 36 35�34 33 32 31 30 29 28 2 6 25 2r 4 23� <br /> 959#3.50' 2603#3.50' 332#3.50" <br /> ao-�as <br /> •23-0-0 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20.GA ST ver 3 Supports� scale=0.1250 <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 /> BRAC/NGWARNING DBSIGNINFORbfATlON BC LIV@ 0.0 PSf Ch@Ck@d B�I: <br /> Bmcing ahown on fhit drawina is not erccGon bracing,wind 6racing, Thir deai�n ir/w m�individua!6uilding componeN and has been baaed on in fomie- <br /> portal6mdna or rimilnr 6racing wkich u apmt of the building rion provrded by die client The deri diac(aim.r wy rcxponribility for damages <br /> deaign and which must be conridexd 6 y ti�ebutlding derignn. m n rcsuf�o f fmdty a ineorreu in��rmatlon,apea ftcatians and/o�designs BC�28t� 5.0 F1Sf Date:10-30-92 <br /> Braeing shown ir o�lateml av pport o f wsa mem6e»onl y to reduu fumiahed m the buas de.rig�u�by tl�e cGent and Uu eomedness o�accuracy of TOTAL 55.0 PS� <br /> ����� buckling Imgh murl6e made to anchor latera!bracing tlua i»form�an m it may ielale ta a ipea�iepro jed This buaa har 6een <br /> 11 at cnda and rpecf fied lacauonr de�ermined by�he 6uilding deaigne�. deaigned in accordance with 7'PI�S"and NDS�S'm 6e incorporated m part oJ Design Criteria:TPl <br /> V Additiond 6mcin o the overaA rwcarc may 6e requiird d�e buildina deriart 6y a Building Deaigner.When m�iewed fo'approvd 6y the LOAD DUR.FAC: 1.00 <br /> (See HIB-91 o f�I f For apeci fic war bmcing rcquuemextr, 6uilding derigner,the duign loadingr shoxm rrwat 6e checked ta!x aurc that the <br /> --WOOD TRUSS SYSI'EMS- co,uact building desi�na. (Tnus Plare Tnatlma,TPI,'v loeared dara ahrnvn mr in ag�rement with the locd 6uilding cad�s,]ocal ciimntic rccords SPACI NG• 16.0" Seqn•08.17.92-73020 <br /> a1 S83 D'Ono frio Dnve,Madiron,Wirconain 33719). for wind or snaw bads,pro ject Jped fications or apecial a p p&d loadr. ' ' <br />