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° . - . <br /> �Job Name: STEVE HARRIS Truss ID: C3 Qty:___ 2 __ Drwc�_� . <br /> - ------ --- -- --_ _ - - ---- - <br /> ul.rJ � r-u�c: i��,i�:i •,i•r.}: ii��•i �rr, nn:• t•P; Ni/u�� rhi� ir � i��i�i ui il�i��� in i,��i i ��� iy nit.�,�i��,�i U��i.ii�r iin �ri�n,�.�l ' . � . <br /> 1 1- 2�� 2 lUv/ � Uu" I. ,u^ . IfC� � qx:' S!'I�' II1/II�. CAN � L LI�� L�uIL!m chut.il, aiiuyu:il...1.�Lae�.-al � Sup��crl :' -�{tl ll� <br /> 2 6- 8-30 255 1.5G•' 1..:U" yn;� � Qx2 -SPF STUU-CAN � bracing m.ry� be requirad (by oChnrs) . For� - �. - -- LOJ�D 'CASE ql DESIGN LOADS ---------------- <br /> 2-4x2 SPF STV1�-CAN .2-7 flooc applications, 2x6 sCrongbick bridqinq Dir � �L.P1f � L.Loc � R.Plf A.Loc LL/T1. <br /> TC FORCE AxL BNp CSI Plating spec : ANSI/TPI - 1995 is req�i.red, at 10'-0" O.C. or less. - TC Vert 100.00 0- 0- 0 100.00 6- 9- 6 0.80 <br /> . 1-2 529 0.15 0.28 0.43 THIS DESIGN IS THE COMPOST7'E RESULT OF BC Vert 10.00 0- 0- 0 10.00 6- 9- 6 0.00 <br /> 2-3 Sd0 0.16 0.28 O.dA � DfUI..TIPI�E L.OAI? CASES. ..Type... lUs X.i.oc LL/TL � <br /> 3-A -220 0.00 0.13 0.23 � 1'C VarC 542.0 0- 0- 0 0.4G � <br /> 4-5 0 0.00 0.11 0.11 <br /> BC FORCE AXL GND CSI . <br /> 6-7 0 0.00 O.OB 0.08 <br /> 7-8 -223 0.06 0.07 0.13 - � <br /> 8-9 218 0.06 0.04 0.30 <br /> W6B FORCE CSI WEEi FORCE CSI - <br /> 1-6 -29 0.01 3-8 1B6 0.10 <br /> 1-7 -780 0.22 0-8 -�9 0 02 � <br /> 2-7 -233 O.U3 4-9� -'l77 u VB <br />� 3-7 -636 0.20 5-9 -79 0.��2 � . <br /> Panel Lengths: <br /> Std='I-4-12 <br /> 1-2 0-8-2 23 2-5-4 <br /> � o m rv Q MAX DEFLECTION (apan) : <br /> o m ia L/999 IN MEM 7-8 (LZVE) <br /> � m � `Q '� `a m 9' L= -0.01" D= 0.00" T= -0.02 <br /> � "' MAX DEFLECTION (cant) <br /> L/999� IN MEM 6-7 (LIVE) <br /> 2-5-4 L= -0.01" D= 0.00" T= -0.01 <br /> 0•1-8 � 1-0•10� ____= Joint Locations =____ <br /> 1 0- 0- 0 6 0- 0- 0 <br /> 1 - ' � 5 2 1- 0-10 7 1- 0-10 <br /> 542# 3 3- 7- 6 8 5- 0-16 <br /> 4 5- 0-1G 9 6- 9- 6 <br /> 5 6- 9- 6 <br /> 5.5-4 J-4 J-4 3-4 1.5-3 � <br /> 1-4-0 1�q-0- <br /> 3-4 3.q <br /> 1.5•3 TIE 1.5-3 TIE <br /> 0-11-2 3.5-8 . 3 q 0- - <br /> � m q '� v in <br /> o � m m ci oi <br /> a �+ �b <br /> 6-9-6 <br /> 2/14/2002 <br /> All plates are 2U gauge Truswal Connectors unless preceded by"18"for 18 gauge or"H"for 16 gauge. Scale:3/4"=1' <br /> Wf��ING Rend n!l�tores ai tliis sliee�nnd give n copy ojr�[o�lre Erec�ing Con[i•ac[or. En9.�ob:.e�. wORK �RDER#� <br /> E n g i n ee re d This design is for an individual building component not truss sys�em It has becn based on specifications provided by the component manufacturer Chk:RM <br /> and done in accordanee wi�h the currem verswns o(TPI ond APPn design s�andads. No res�wnsibility is assumed for dimensional accuracy. Dimensi L 63473 <br /> - ' .��•�^he veiifieJ by�the com�wnent manu(acturer and/or building Jesigner prior w fabrica�ion. The building designer must ascenain that the Ioads USg(If:RP <br /> B u i I d i n g ���lized on this design mee�or ezceed ihe loading imposed by the local buildinti code anJ Ihe patYictJar applicaiion The design asswnes that the�op chi d TC Live 40.00 psf DurFaCs L=1.00 P=1.00 <br /> is larerally braced by the roo(or Ooor shca�hing and ihe bovom clwrd is laterally braced by a rigid shcathing material dircc�ly attached, unless otherwis <br /> C o m p o n e n ts nottd Hracing shown is(or la�rral sup�wrt of crnn�wncnK mcmbers only tu rcducc butkling lenglh This componcnt sholl not be placcd in any TC Dead 10.00 psf Rep Mbr Bnd 1.15 <br /> environmrnt�hat will cause the mois�w�e cuntem nf�he w«�d io ezceed I'�'%�and/or cause cunnec�or plaie con�osian I'abi iauc,handle,install BC LivB 0.00 pSf O.GSpBCIfIg 2-0-0 <br /> � and bratt this�nas in acwrdance wi�h thr G�II�����ing siandarJs. 701N f DGT�I LS'bv l�ns�„d,'A N;1/'I'PI I','\V7('n I'-WoaJ Truss Council � <br /> ofAmc�ica Slandard Design Responsibilitics,'l1ANDl_ING 11�STA1.1_ING ANU ISli,�i i�:t,�tfil AL I'I.ATf;CONNIi('�I'I:D WOOD 1�RI�SSGS' BC Dead 5.00 p5f D051g�SpCG TPI <br /> 146 W05hingtOfl AVB.S. -(fllU-91)and'1110-91 SUMMARY SIIGC7"br 1'P�. 'fhc"iruss Flatc Instinnc(l'I'p is I�xatcd m IYOnofrio Urivc,�1aJison,Wisconsin 53719. <br /> Hopkins,MN 55343 (612)935-4902 The American Forest and Paper Associalion(APPA)is locaicd;u i I i i i�d,sveci.Nw,S�c soo,w;�shin�iun.U<'zuoao TOTAL 55.00 psf $Cqn T6.2.10• 62716 <br />