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Job Name: STEVE HARRIS Truss ID: A3-GT Qt : 2 Drw : <br /> BRG X-LOC REACT S17.e k1.G'�� 'fC Gx2 SPP (:"L3001�7 .bP: If c3gid ahoalh�n�� ie no[ dtrucily :,Ltachud -----^----I.OAU CA56 tll UESIGN LOMS ---------------- <br /> 1 0- 3- 0 21A9 G.Oo" l.bo" ��C 4x'L SYF C21UOI�l .til: � Co the bottoni churd, adequate la[eral Dir L.Plf L.Loc R.Plf R.Loc LL/TL <br /> 2 20- 5- 0 21a9 6.Oo�� 1.50�� wEB 4x2 SPF STUD-CnN bracing may be required (by others) . For TC Vert 100.00 0- 0- 0 100.00 20- 8- 0 0.80 <br /> Plnting spec : ANSI/TPI - 1995 flo�r a����lic�li��nA, 2x6 etrongback br��ig�n�� I�l: Vurt 107.9"I 0- 0- U ]07.97 20- 8- 0 0,66 <br /> TC FORCE AXL BND CSI Uoublu trUys ConnuClion (l>y ot.li�,rc) luiluau i_+ iuyui�.uJ, ,il IU'�-0" U.C. or luuu. <br /> 1-2 0 0.00 0.11 0.11 �therwised spocified. All loady shall be <br /> 2-3 -6701 0.15 0.09 0.2G distributed (by others) equally to each � <br /> 3-C -6701 0.16 0.11 0.28 ply. <br /> 4-S -8933 0.30 0.13 O.G2 <br /> 5-6 -B933 0.30 0.13 0.43 <br /> 6-7 -8933 0.30 O.OG 0.35 <br /> 7-8 -6B66 0.17 0.11 0.2B . <br /> B-9 -6866 0.16 0.09 0.25 <br /> 9-30 0 0.00 0.12 0.12 <br /> BC FORCE AXL BND CSI � <br /> 11-12 3593 0.22 0.51 0.72 <br /> �2-13 808E O.C9 0.5] 1.00 <br /> 13-14 808G 0.49 O.aU O.B9 � <br /> 14-15 8166 0.49 O.GO 0.9� <br /> 15-16 4085 0.25 0.30 0.55 PanclLengths: <br /> ic-i'r aoes o.zs o.is o.ao Std=2-5•4 <br /> 9-10 2-7-4 <br /> HEB FORCC CSI NEB FOHCE CSI <br /> 1-11 -125 0.02 7-1C 851 0.23 <br /> MAX DEFLECTION (apan) : <br /> 2-11 -A010 0.6G 7-15 -1G4:f 0.23 <br /> L/504 IN MEM 14-15 (LIVE) <br /> 2-12 3A51 0.92 8-15 -23N 0.03 <br /> L= -0.48" D= -0.18" T= -0.66 <br /> 3-12 -235 0.03 9-lti 30I1 U.n% <br /> 4-12 -3536 0.15 'J-]G 26u U.n'I ____ ____ <br /> 4-14 942 0.25 9-17 -a�ub u.'�n o, Y a, y y ;r N } 4' _ .)oint Locatione = <br /> 5-1C -200 0.03 30-17 -13G 0.02 y y �' Y �' Y �' � �' �' di -. w 1 0- 0� 0 30 20- 8- 0 <br /> o m u rv u m in m u N in � u ^ -- � 2 z- 8- 4 11 0- 0- 0 <br /> � fV [V N � fV l� N .-+ N .-+ N .� N � fV <br /> 3 5- 2- 4 12 5- 2- 4 <br /> 4 7- 8- 4 13 B- 8- 0 <br /> Z"�-i 5 10- 2- 4 14 10- 2- G <br /> � ��_g__� 6 12- 1- 8 15 15- 2- 4 <br /> 7 12- B- 4 16 17- 9- 0 <br /> 8 15- 2- 4 17 20- B- 0 <br /> 2-PLYS � _ ± 1 i a � � i l�� 9 17- 9- 0 <br /> REQUIRED <br /> W=3•6 <br /> 4•4 4-10 1.53 3-4 1.5-3 3-4 1.5-3 4-12 4-4 <br /> I,_4.a - I,�.o <br /> 4-10 W=H3125 3.5-10 1.5•3 <br /> 4-8 3'6 4-8 <br /> Y Y � r�v m rvv � om, � m <br /> � Ul Vl m ll� � N � N N <br /> 2�-8-� <br /> 2/14/2002 <br /> All plates are 20 gauge Truswal Connectors unless proceded by"18"for 18 gauge or"H"for 16 gaugo. Scale:7/32"=1' <br /> WARNING Read nll notes oii lhrs shee�and bive n cop��oJi�ro�he Erecting Conn•ncror. En9..lob:.e�. WORK ORDER# <br /> E n g i n ee re d This dcsign is for an indiviJual building compunent not�russ syslem It has been based un specificmiuns provided by thc compunem manu(aciurer Chk'RM <br /> .rud Jone in acmrdance wiih the cunent versia�s of'fPl and AFPA design s�and inis. No responsibility�5�ssumed for dmienvonal aceuracy pimensi �, " 63473 <br /> are�o be verifitd by�he componem mamda,imci.0 d,�i 1 nd.l nb lesigner pri�rlo I�l ric:uiun lhc builJmg designu m si a�;.e�iain iha�Ihr lo�d� (35gllf:FZP <br /> Bu i I d i n g wiliud on ihis design meet or c��. d�he Io.iJ ng mipuseJ by the local builJing wJe aud ihe paivcular:1�1�)IIC�IIOII �I1G lesign:uvumes�6a�the iop�h� d TC L'Ive 40.00 PSf DUfF0C5 L=1.00 P=1.00 <br /> C o m p o n e n ts �s laicrally braced by�hc ruul ur Iluor shc:uhing and IIIC I)UIIOITI CIIUf(I IS I:11CI:IIIY III:ICI'tI�Y 8 fl�'I(I SIICJIIlli16 ptifC1l�I,lfl'CIIY:1118CIIC,, llllll'S5 Ullll'iN'1) <br /> nu�cd ifrocing shuwn is fur Iaicr:J sup�wn id�c�+mponcnis mnnbcrs only io rcJucc buckliug Icng�h. �I'his compuncui sh:dl no�be placcJ in:iny TC DOdd 10.00 p5f Rep Mbf Bfld 1.00 <br /> cnvirunmcnl tLal will cnutic lhc muisnnc cunlcni ul thc w�u�al�u escecJ 19'%�an<Vur c.msc cunncclur pl:uc currusion PaLricate�h�ndlc,inxl:Jl BC LIVB 0.00 p5f O.C.SpdGing 2-0-0 <br /> 011�I Ill:lll'IIII5 IfU51 111�ICUI(IJIICI'with Ihc�uIIO��'Ins Sl:liLLi:litlS. �JOI�I�I)Ii�I�AI I.S�I�Y�I f�5\vJI,�ANSI/�I PI I�,�VJ�I�C/�I�.WOOcI�I�IU55 CUIu1CiI <br /> u(Amciica S�andard[hsign Nrs�>aaibiliiics,'IIAIJULWG INS'fALLING AND ItItA('IkG A1f:I�AL PLA1�E CONNGC'f1=U WOOD 1'RUSSI:S' BC Dedd 5.00 psf Design Spec.TPI <br /> 146 W2ShIfIQfOf1 AV6.S.� , -(IIIB-91)anJ'1118-91 SUMMAKY SHlili�l"by�I�I'I. �I�hc l7uss Plate Ins�iw�e(�I-PI)is lixmed ai IJ'Unufriu Drivc,Madiwn,\1'isconsin 5J71). <br /> Hopklns,MN 55343 (612)935-4902 fhc Anxrican forrsi and Paper ns�nciwion(i1PP,1)is Incaicd ai I I I I 19ih titreet,N\V,S�e fi00,\Vatihington,UC'_oolb TOTAL 55.00 psf Seqn T6.2.10• 62711 <br />