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Job Name: STEVE HARRIS Truss ID: A2-GT Qty: 4 Drw : <br /> NRG X-1.00 HF:ACP Sl'GC Iq.U•�, 7'C 4x2 SP[:--�:27UU1�].H1: - If ri�7��J alwat_h�ny �e nol diructly �Cla��hu�l --------'I.ON) CASh: N1 UI:SIGN LOAUS -"""-'---�--- <br /> 1 0- 3- 0 17�0 c.ob" l.'.u" �� 4x2 SPI� C21UUl�1.Uh: � to the I�otto�n chord, adequaCe lateral Dir L.�plf L.Luc R.Plf R�.Loc LL/TL <br /> 2 20- S- 0 25aa 6.00" 1.'.U" Wt� 4x2 SPE' S'1'UU-�CAN bracing may �e required (by otl�era) . I�or TC Vert 100.00 0- U- 0 100.00 20- 8- 0 0.80 <br /> 2-4x2 SPF S7'UD-CAN 1%-70, 10-10 floor :i����lic:��iona, 2xfi atronr�back bn�l���n�,i I3C Vurt 10.00 0- 0� 0 10.00 20- 8- 0 0.00 <br /> TC FORCE fU(L IINU C51 P]aLtny +q�uc : ANSI/7'P1 11�'lt� iu ruyu�i�il, aC lU'-0" U.C. vr luuu. .7'y�>u... 1Lu X.Luc LL/'1'L � <br /> 1-2 0 0.00 0.11 0.11 Uouble L�uss connecCion (by othera) unlu�s 1'C Vert 200U.0 14� 5- 4 U.'!3 � <br /> 2-3 -5880 0.09 0.11 0.20 otherwised specified. Al1 loade shall.be . <br /> 3-d -5880 0.12 0.10 0.23 distributed (by othors) equally to each <br /> C-S -9523 0.33 0.13 O.GG ply. <br /> 5-6 -9523 0.3A 0.14 0.49 <br /> 6-7 -9523 0.34 0.07 O.A2 <br /> 7-B -10766 0.36 0.13 0.49 . <br /> 8-9 -1OB02 0.31 0.08 0.38 <br /> 9-10 -939i 0.32 0.12 0.43 <br /> 10-11 0 0.00 0.12 0.12 <br /> BC FORCE IJCL BND CSI <br /> 12-13 3185 0.19 0.05 0.2G <br /> 13-1< 7963 0.48 O.OS O.h� <br /> 1<-15 7963 O.4B 0.05 0.53 <br /> 15-16 30062 O.G3 0.07 0,71 PanelLenflths: <br /> 16-17 9711 0.59 0.05 O.G� � S1d=2-5-4 <br /> 17-18 5339 0.32 0.06 0.38 7-8 1-8-4 8-9 0-7-8 <br /> 10•11 2•8•12 <br /> WEH FORCE CSI WEB FORCE CSI <br /> 1-12 -125 0.02 7-16 369 0.30 <br /> MAX DEFLECTION (apa�) : <br /> 2-12 -355a 0.57 8-16 -2072 �.2fi <br /> 1./535 IN MEM 15-16 (LIVE) <br /> 2-13 2993 0.80 9-16 lOYU U.SG <br /> 1.= -O.CS" D= -0.17" T= -0.62 <br /> 3-13 -241 0.03 7-1'/ -'lU'+U o.'l11 <br /> a-13 -23�z o.» �o-i'i n�.�,�, u �.i �, V Y Y Y �� 4' ---- <br /> Y Y Y � Y 4' ., `� � u, `r}' �„ .-, m =__-= Joint Locationa ---- <br /> a-ts i�3z o.ac to-�u -sr,na u.ni ,� �„ �t� � �, �� � .. <br /> 5-15 -208 0.03 11-18 -l�b U.G2 �.- Q �i 1 � 0- 0- 0 10 17- 8- 4 <br /> IV lV fV U� �V I� fV .N+ N .� �V <br /> - 2 2- 8- 4 11 20- 8- 0 <br /> 7-15 -1044 0.17 <br /> 2-5-4 3 5- 2- 4 12 0- 0- 0 <br /> �� G 7- 8- 4 13 5- 2- 4 <br /> � �q_yFg_2_q r� 5 10- 2- 4 19 8- 8- o <br /> 6 12- 1- 8 15 10- 2- 4 <br /> 7 12- 8- 4 16 14- 5- 4 <br /> 2•PLYS � � � � ' �� � � ��� �� 8 14- 5- 4 17 15- 2- 4 <br /> REQUIRED 2000ii 9 15- 2- C 18 20- 8- 0 <br /> W=3•6 5-6 <br /> 4-4 4-8 1.5-3 3.5-6 1.5•3 3-4 2-4 3.5-10 4-4 <br /> I,�.o I,.�.o <br /> 3.5-10 W=H3125 5-6 <br /> 3.5-8 3.5-8 3.5-6 3.5-8 <br /> Y 4 m rv., � ,Fn � m <br /> �'�n i�h � m v `T u r�v <br /> 20-8-0 <br /> 2/14/2002 <br /> All plates are 20 gauge Truswal Connectors unless preceded by"18"for 18 gauc�e or"H"for 16 gauge. Scalo:7l32"=1' <br /> WAI2NINC �l��nd nll no(e.�on(hi.r.�'heel and gi��e n copl'u/11/o Ihe F.rerliiig Coiilrnclor. En�.Job:.E.1. WORK ORDER# <br /> E n g i n eered ���is dnign is fur an indiviJual building componcm nui iruss systan 11 has bcen b:acd un spccilicaiions prorWcJ by ihc compuncni m;mul:�ciurcr �SknfRf RP <br /> and June in accurdance with iha cun�rni��ersrons uf�f PI and APPA design standards. No responsibiliry is assumed for Jimension;il accuraty. Diniensii,� 63473 <br /> are io be verif ed by the coinponem inanufacwrer;md/or building designer prwr to f:ibricauun. The building Jesigner must asceitain�hai ihe IoaJs g <br /> Bu i I d i n g utilizcd un this design inee�or exceed the Io�Aing imFwsed by the local building code and the panicular application The design assumes that the�op ch� d TC LIVe 40.00 pSf DUfFBCS 1.=1.00 P=1.00 <br /> C o m p o n e n ts �s laterally braced by the roof or Ooor shea�hing and the bouoin chord is lalerally braccd by a rigid shea�liing material direcily attached, wiless otheiwis <br /> no�ed. t3racmg shown is(or lateral suppon of cuirqx�nents members only to reduce buckling kngih. This componcnt shall nrn be placed in any TC Dead 10.00{7Sf RBp�Y1bf Bnd 1.00 <br /> environment�hu will cause the moiswre comen�of ihe wood io excecd I�'%and/or cnuie connector pla�e con�osion. �abricatc,handlr,ins�all BC LIVB 0.00 p5f O.C.Spad�g 2•0-0 <br /> 011d bIdCC IFIIS IN55 10 BCCUI(I:IOLI'WIII11Ill'fnlluwing slandards�. 701NT I)BTAII.S'by'I7usN�a1,'ANSI/TI'I I','W'fCA I'-WiwJ'fruss Cuuncil <br /> ^ u(AOII'IICJ S180A:11'(I UCSIbI�Itcs�wnsibilitics,'IIANUI.ING INSI�AI.LWG AND f1It�CING MGfAL I'I,n'rG CONNGc'I'I:U w000 TKUSSLS' BC Dead 5.00 p5f DCSIg�SpBC TPI <br /> 146 W25hIO9tOO AVB.S. -(HIII-91)and'HIU-91 SUMMAHY SHI:G"I'by ll'i "fhe Truss Ylatc Insii�wc(1'PI)is locaicd at D'OnoGiu Drive,M❑Jison,\Viscunsin 53719. <br /> HOpkins,MN 55343 (612)935-4902 'fhc Amcrir.m Purest anJ I'aper Ass�xi:niun(Afl'�)is I�x�icd ai i I I I I�di S�rcc�,N W,Sic 800,\Vashingion,UC'_00}G. TOTAL 55.00 p5f Seqn T6.2,10- 62710 <br />