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LYMAN WO:4414o WE:a414t.1 Truss ID:D <br /> TOP CHORDS: 4x2 SPf 1650E-1.5E 2x6 continuous strongback. Attach to each oint Locations <br /> 4x2 SPF 2100E-1.8E 2 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 14) 25- 4- 0 27) 30-10- 8 <br /> BOT CHORDS: Z-4x2 SPF 1650E-1.5E on truss verti cal. 2) 2- 5- 8 15) 27- 7- 4 28) 27- 7- 4 <br /> WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 4- 8-12 16) 28- 9- 0 29) 23- 0- 0 <br /> 4x2 SPF 1650E-1.5E 2.3.15,20 All COhPRESSION Chords are assumed to be 4> 7- 0- 0 17) 29-10- 8 30) 18- 4-12 <br /> 21 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 /> 2-4x2 SPF STANDARD 18,i9 .,TC...FORCE...C51 ..BC...FORCE...CSI 7) 11- 6- 8 20) 36- 1-12 33) 13- 8- 0 <br /> i- z -ao o.ie 37-36 1896 0.30 8) 13- 8- 0 21) 38- 5- 0 34) 12- 0- 0 <br /> 2- 3 -3215 a.31 36-35 4100 �.59 9) 14-10- 6 22) QQ-10- 8 35) 9- 3- 4 <br /> 3- 4 -3215 0.31 35-34 4593 0.64 1�) 16- �-IZ 23) 40-10- 8 36) 4- 8-12 <br /> 4- 5 -4555 4.52 30-33 4593 0.63 11) i8- 4-IZ 24) 36- 1-12 3�) �- �- 0 <br /> 5- 6 -4555 0.53 33-32 4226 0.54 12) 20- 8- 0 25) 33- 9-12 <br /> 6- 7 -4555 0.42 32-31 3381 0.46 13) 23- 0- 0 26) 31- 9-12 <br /> 7- B -4226 0.37 31-30 2465 0.35 <br /> B- 9 -3381 0.18 30-29 -2058 o.3c ------------ TOTAL DESIGN LOADS ------------ <br /> 9-10 -2465 o.iz 29-28 -2972 o.ao Uniform PLF From PLF To <br /> 10-11 -379 o.is 2e-2� -2e9 o.oa TC Vert -76 0- 0- 0 -76 13- 8- 0 <br /> 11-12 -379 o.is 27-26 -289 o.os TC Vert -66 13- 8- 0 -66 40-10- 8 <br /> iz-ia aee� o.es 2s-2s e>> a.os BC Vert -6 0- 0- 0 -6 40-10- 8 <br /> ia-i4 �eei o.es 2s-ze ea� o.is Concentrated LBS Location <br /> ia-is ia3o o.sz za-zs �oe o.ia TC Vert . -380 13- 8- 0 <br /> 15-16 1430 0.32 � � � 3�. � �� <br /> ]6-17 1430 0.3B ` �16( O@!Z.� �18� u1�S <br /> i�-�e -e i� o.i i Pr�sd t�'!r my dG'sCt a <br /> �e-i 9 -e a i o.i a wes rtto cr L:�der up�gio� <br /> 19-20 -961 0.i a arld tt�� i am a dufy �c�g"�t�ed Ptdossbrql Engl�eot <br /> 20-21 -967 o.i� u� � � � � � � � <br /> 21-22 -31 0.16 <br /> . <br /> .MEB...fORCE_..CSI .NEB...FORCE...C51 , <br /> 1-37 -116 0.02 12-30 2655 0.25 "���`���•�� <br /> 2-37 -2005 0.27 12-29 -3045 Q.30 <br /> 2-36 1d35 0.27 13-29 -192 0.02 ����q� p� <br /> � Qs,sp• 3-36 -162 0.03 14-29 -2054 0.28 �� ■�y �0• �2� <br /> �(� 1-36 -96• 0.25 11-28 1679 0.31 <br /> 4-35 495 0.42 15-2 64 0.03 <br /> L 5-i5 -760 0 0'3 17- �0'iQ� 0 i <br /> 1 2 3 -35 5 g- 0 1017'f� 12�91 1�•6 4 151 7�18 19 20 2122 <br /> �-33 -404 0.10 18-26 -336 0.07 <br /> 8-33 192 0.16 18-25 478 0.41 <br /> 8-32 -1091 0.22 19-25 -198 0.04 <br /> 9-32 690 0.58 19-24 130 0.11 <br /> 1.5X3.2 9-31 -1182 0.24 20-24 -150 0.03 1.SX3.2 <br /> �_2� 1.SX3.210-3I�II=3X524 0.644X6.¢1-24 284 0.24 W=3X6.4 1.5X32 �_2� <br /> 4X12 10-1i5X3.;p62 0.g�4 21-23 -729 0.19 1.5X3.2 1.5X3.2 <br /> � 1.5X3.2 3X4.�0 -$Xd �C{3 �SX��X1�p3X4p4d(�12 3X6.43X4 3X4 3X4 � <br /> � 6X8 ST18-SX10.4 6X6.4 SX4 6X6.4 6X12 8X16 ST1&5X10.4 SX4 5X4 6X6.4 6X6.4 � <br /> W=3X6.iX4 W=3X6.4 <br /> � aa�o-e�" <br /> 37 36 35 34 33 32 31 30 28 2 6 25 24 23� <br /> 880#3.50' 2255#3.50' 379#3.50' <br /> � aaiae <br /> /L: � <br /> EXCEPT WHERE SHOWN,ALL PIATES TO BE TEE-LOK 2aGA ST ver 3 Su rts scale= 0.1250 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Lfve 40.0 psi Designed By:BS <br /> QDQDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf � <br /> BRACINGR'ARNING DESICNINFORMATION BC LiVe 0.0 Checked By: <br /> Bmcin6 rhoxm�ehia drawing is not er�eetivn bracing,wind briadng, Thia desi�rt'v for an individuo!6uilding component and har baen 6aaed on in forma• � <br /> pniral bmcin or simila�bmcinq which it apa n of rhe buil�ng don p.avrded by the cGent The deai d'uelaims any rca ponrib�7ity for damagea <br /> dreign and w�h r/o�at 6e conside�ed 6y the building derianer. aa a rcrult o f fau(ty or intomrct in�,speci fuatlons a�d/or deaigns BC�8d �.0 PS� �ate:i asas2 <br /> 0���� Bracina fhown ir fw 1o0eral.tuppart o f war memben� arJy w re�n fumished m d�e dust derigner by fhe clitnf ond tlte cmrecmess or aecura�y of TOTAL 55.0 <br /> buckltng lengde.Provutona mua!bt made Oo anchor Heval bmcing Ihis in formation ar it may nfate m a eprci�icpro/ec C Thie duta Ms been � <br /> aeendrandrpecijiedlocabnudercmrixdbythe6uildingduigner, dc.ri inaao�dancewieh"TP/-BSand NDS-&6'mbeincorporatedmpmtof DesignCriteria•TPI <br /> Addirianal bmana o rhe ovnnAsavcarc may be rcquixd 8u�i(ding derign by a Bui/ding Derig�.R'hen ieviewed for approval by the LOAD DUR.FAC: 1.00 ' <br /> (See NIB-91 of TPI�For apeci fic avaa 6racing iequnrmentr, 6ui/ding dr�igmr,Ux design loading�ahawn musr 6e checkcd ta be sux that rhe <br /> -R'OOD TRUSS SYSTEMS- conract building duigner. (Tn�aa Plare lnrcnere,TPI,u Inrated da�a ahown ax in agrcrment with ehe/ocol building codea,(ocd climatic rccords SPAC I NG: 16.0" S@ Il'08.17.92-73024 <br /> at 383 D'Ona fiio Drive,Afadison,N'ixo�vin 53?/9). for wind or anow badr,pro jece speci fie�onr o�apeciel applied loada. q • <br />