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Job Name: STEVE HARRIS Truss ID: C1 Qty: 2 Drw <br /> - - - --- - - _ . <br /> _ _.._--- _�J _. __ _ __.�. �.__ <br /> bWJ x-ur. Irt:�:i�r :nzl. iu._��i, ��'i: nn: :;t�l� 111/II.• �/�.�1 �i , i��i�i ul�ualliii,�� �u u„� �I��.,ully a�.�.a,�lio�l UL'I.U�'I' IqiAC•I•1�4+(:i) : <br /> 1 2- 1-12 13�1 6.Ou•� l.t���" IsC � Ax'L Sl'B' N1/N:-C/J� � w Uw Lottom chord, adoqua�u IaCeral Support 2 -166 lb <br /> 2 7- B- A 20S 1.56^ 1.So•' WEB 4x2 SPF STUD-CFN Lrar_ing may be required (by others) . For ----------LOAD CASE kl DESIGN IAADS ---------------- <br /> . 2-4x2 SPF STUD-CAN 2-7 floor applications, 2x6 strongback bridging Dir L.Plf I,.Loc R.Plf R.Loc LL/TL <br /> TC FORCe AxL BND CSI Plating spec : ANSI/'I'PT - 1995 is required, at 10'-0" O.C. or ]ess. TC Vort ]00.00 0- 0- 0 100.00 7- 9- 0 0.80 <br /> 1-2 3086 0.37 U.35 O.G7 � 'I'I�1:; I�I:tiY��17 IS 'I'lll: t'�•.FII'(�:iJi'I? Ith::iUl:f UI' IiC V��tl. 11�.U11 0��0� I) 10.00 7- 9- 0 U.00 <br /> 2-3 1103 0.32 0.35 U.Gtl . MU1:1'1PLLs LOAU L'ASl:S. . . .'1'yNa. .. � . ltia X.Loc LL/'!':L . . . <br /> 3-4 252 0.00 o.2d a.24 � TC Vert 542.0 �0- 0- 0 0.44 <br /> a-s o o.00 o.n o.i� <br /> uc coKce nzi. i��n, c::i <br /> 6-7 U u.uu u.lo o.�u <br /> 7-8 -552 �0.01 0.09 0.10 <br /> B-9 -234 0.04 0.04 0.08 <br /> {1fB FORCE CSI wf[3 F'oNCE CSt <br /> 1-6 -35 0.01 3-8 391 0.21 <br /> 1-7 -1255 0.37 G-B -222 0.06 <br /> 2-7 -26B 0.04 A-9 7vn n i�. <br /> 3-7 -YU7 u.'Li .,�v 'ni u.�,z <br /> Panel Lengths: <br /> Std=1-4-12 <br /> 1-2 1•7•12 2•3 2-5-4 <br /> � MAX DEFLECTION (span) : <br /> � � m m m m L/999 IN MEM 7-B (LIVE) <br /> m m � ,� � m m � L= -0.01" D= -0.01" T= -0.02 <br /> �v rv v �b i: MAX DEFLECTION (cant) <br /> ' - - L/�00 IN MEM 6-7 (LIVE) <br /> 2-5-4 L= -0.03" D= -0.01" T= -O.OG <br /> 0-1-8 � 2-0-4 =___= Joint Locations =____ <br /> 1 0- 0- 0 6 0- 0- 0 <br /> � � � 5 . 2 2- 0- 4 7 2- 0- 4 <br /> 3 4- 7- 0 8 6- 0- 8 <br /> 542# a 6- 0- 8 9 7- 9- 0 <br /> 5 7- 9- 0 <br /> 4-5 3-4 3-G 3-4 1.5-3 <br /> I I <br /> 1-4-0 1-4-0 <br /> 1 - -- � <br /> 3-4 3-4 <br /> 1.5-3 TIE 1.5-3 TIE <br /> 1=10-��-10 3-4 O. . <br /> v v v m m m <br /> mm m � � �, <br /> v ,� <br /> ' F 7-9-0 <br /> 2/14/2002 <br /> All plates are 20 gauge Truswal Connectors unless preceded by"18"for 18 flaugo or"H"for 16 c�auc�e. Scale:21/32"=1' <br /> WAI�NING �z«,���,u��o<<���„��,;s sn«,�,,,��,�,��<<,��,�,�of it 10 tl�e Ei•ecling CoiN�'ac1w�. Eng.Job:.E.1. WORK ORDER# <br /> E n g i n e e re d �',�5 dCs�6°�5�°��°�°��°;d°°'b°�'��°6�°m�°C°,nui truss rystem II has becn based nn speci6cations provided by ihe comFwnrnt manufacturcr Chk:RM 63473 <br /> and done in accordance wilh the cwren�versions of TPI anJ APPA devgn standarJs. Nu res{wnsibiliry is assumed for dimtnsional accmacy. Dimensi�� <br /> arc�o bt veri�ied by the com�wnem mauufanurer:m�Vor builJing Jesigner prinr io fabric;�tion. l�he building designer musi ascennin�hai�hc lo�ds �sgnr:RP <br /> B u i I d i n g milizcd on ihis dcsign ineei or escreJ thc IuaJing imposed by ihe lucai building axlc anJ�he pmii�ular applicaiion 1'hc dcsign assumes ihai ihc top ch�d TC LIVO 40.00 PSf DUfF0C5 �=�.00 P=1.0� <br /> C o m p o n e n ts IS IJICIJIIY I�IJCCt�I�Y IIIC fOOI OI'Ilour shca�hing and thc buuan eliord is Iaicr;Jly binccd by a rigid shcaihing matcrial Jircctly mlachcd. unlcss oihcnvis <br /> noied Uracing showu is for laier�l sup�wiq o(components nxmbers only io rcduce buckling Irngih. This component shall nut be placed in any TC Dead 10.00 p5f Rep Mbf Bnd 1.15 <br /> environment that wiil cause ihe muis�ure cunicni of the wooJ io esceed 19'%�aniVa�-c�use conncaur plaie con�osion. Pabricme,handle,install BC LIVC 0.00 p5f O.C.SpdCiOg 2-0-0 <br /> . . � and bracc this truss in aceordance wi�h the lollou�ing sianJards 701NT DL:fAILS'by 17uswal,'ANSI/TPI I','\VTCA I'-Wcwd Truss Council <br /> of America StandarJ Ucsign Responsibilitirs,'IIAi.'DLING WSTALLING AND IpNCWG MGI'AL PLnTG CONNt.C'fGU\VOOD 1'RUSSGS' BC Dead 5.00 psf Deslgn$pec TPI <br /> . 146 W05IlIf1Q20f1 AvB.S. - �(I IIB-91)and'IIIB-91 SUMMARY SIIGGI'by'I NI. l�he'I�russ Plaic Instiiute(TN4)is located at U'Onolrio Urive,MaJiwn,\Visconsin 53719. <br /> � Hopkins�MN 55343 (612)935-4902 The American Foresi and 1':yx�r Associatiun(AfPA)is located at I I 1 I I')th Streei,N\V,Ste 800,\Vashingmn,DC?003G. , TOTAL 55.00 p5f Seqn T6.2.10- 62714 <br />