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Job Name: STEVE HARRIS _ ___ Truss ID: A _ Qty�_18 _D�: <br /> ilfW %�IfM: I�Y.N"I' �:I'ri I�i�_�I, •I'�- �w.' :�1'I� � :11���1��1 .111�: If ����.I ol�unl.l�l���� 1a ���.�1. ,Ilic�:lly alto�.l�c�l <br /> 1 0- 3- 0 113�1 c.�u" 1.'.i+" Qx2 SI�F N1/NY-(:A1J b-lU � Lo'lhe LoLtom chord, adequate laCaral <br /> 2 20- 5- 0 1137 ti.00" 1.�U'• gC 4x2 SPF C2100F1.8E bracing may be required (by others) . For <br /> _ WEB 4x2 SPF STUD-CAN floor applications, 2x6 strongback bridging � � <br /> TC FORCE AxL BND cSI Plating spec : ANSI/'1'PI - 1995 is required, at 10'-0" O.C. or la�s. � � � � . <br /> 1-2 0 0.00 0.20 0.20 . . � - - � � � <br /> 2-3 -3C66 0.13 0.20 0.32 � � � � � <br /> 3-C -3G66 0.16 0.15 0.37 . � <br /> i-5 -0661 0.29 0.17 0.46 <br /> 5-6 -4661 0.29 0.16 0.45 <br /> 6-7 -4661 0.69 0.10 0.75 . <br /> 7-B -3597 0.41 0.30 0.71 . <br /> B-9 -3597 0.30 0.37 0.68 <br /> 9-10 0 0.00 0.37 0.3U <br /> BC FORCE N(L HND C51 <br /> 11-12 1993 0.2G O.OB O.:i2 <br /> 12-13 A326 0.52 0.07 0.59 <br /> 13-1C G326 0.52 O.oG 0.',�i <br /> 14-15 G393 U.53 U.u'/ U.r,u <br /> 15-16 2193 0.26 U.U9 U,3G PanelLengths: <br /> Std=2-5-4 <br /> WEB FORCE CSI WEB FORCE CSI 9-10 2-8•12 <br /> 1-11 -12C 0.03 7-14 29B 0.16 <br /> 2-11 -2224 0.71 7-15 -BBG 0.28 <br /> MAX DEFLECTION (span) : <br /> 2-12 1636 O.B7 8-15 -235 0.06 L/529 IN MEM 13-14 (LIVE) <br /> 3-12 -2A1 0.07 9-15 1557 O.B3 <br /> L= -O.G6" D= -0.17" T= -0.63 <br /> 4-12 -954 0.30 9-16 -2399 O.B1 <br /> a-ia 372 0.20 ]U-1G Il7 O.o4 ____ ____ <br /> 5-14 -YG5 0.0� Y Y 4' Y 4' Y �' Y d � d ----= Joint Locations = <br /> � � � rv � � � rv m � rv � w .-. m 1 0- 0- 0 9 17- 8- G <br /> ry N � N ^ ry m N lv �n N r� N � 2 2- 8- 4 10 20- 8- 0 <br /> 3 5- 2- 4 11 0- 0- 0 <br /> G 7- 8- G 12 5- 2- 4 <br /> 2'�4-{ 5 10- 2- 4 13 8- 8- 0 <br /> 0_�_$ 6 12- 1- 8 14 10- 2- 4 <br /> � 7 12- 8- 4 15 15- 2- 4 <br /> 8 15- 2- G 16 20- 8- 0 <br /> � _ .� .� s 6 7 d 9 lu <br /> W=3-6 <br /> 4-4 4-12 1.5-3 3•6 1.5-3 3•6 1.5-3 4-12 4-4 <br /> - --- --- -- ----- ------ - <br /> 1-= _ -_� --- --- ---- _-- -- --- � ----[ <br /> l�.q_p 1-4•0 <br /> 3.5-10 W=H3125 3.5-10 <br /> q.g N=1.53 3-6 4-10 <br /> 9 V �' ry o ry " m <br /> rv rv � � J� `n <br /> � � � � � �i <br /> 20-8-0 <br /> 2/14/2002 <br /> All plates are 20 gauge Truswal Connectors unless preceded by"18"for 18 gaufle or"N"for 16 gauge. Scale:7/32"=1' <br /> Wf�RNINCi Rend n(!no�es nn this sheet nnd give n copy of i1 to�he Erecli�ig Conlruclo�•. Eng..lob:.E.1. WORK ORDER# <br /> E n g i n e e re d This Jesign is for�n individual building cumponem nu�vuss system It hu been baseJ un specifications pruvided by the com�wnem manulacwrer �hk:RM <br /> and dune in acwrdance wilh Ihe cun�enl versions o('f I'I�mJ AFNA Jesign si�ndards. No respunsibiliiy is assmneJ k+r Jimensional xniracy. Uimcnv� 63473 <br /> arc to be verilleJ by the com�wneni manufaciw�cr and/or building designer prior lo fabricmiun. The building designer must ascertain�hal the luods sgnr.RP <br /> Bu i I d i n g utilrzed on this design mecl a cxcred the IO�tllllb Ipl�)USC,�Y fI1C IUCJI�UII�111b CUt�C duJ lI1C�):1111CuI;11'��)�)Ill'B�Ipl1 I I1C(IC11611.1S5U0105 lll:li IIIC iop ch� J TC Live 40.00 p5f DurF0C5 L=1.00 P=1.00 <br /> C o m p o n e n ts �s I�terally�ruced by th�ruuf ix Il�wr slieaihing and ihe buttom chad is I:ucrally br,ice�by a rigid sl�caihing m�terial direcily attached, unless uihenvis <br /> noied. Ciraans sho�rn is(nr latcral sup�wn of cauponcnts mcmbcrs only io rcducc buckling Icngih. This com��nrn�shall nut be placcd in any TC DeOd 10.00 pSf Rep Mbf Bnd 1.15 <br /> envirunment that will cause Ihe muis�urc mnlent o(lhe woud to ezceed 19'%and/or c�use connector plaie con�usion. fabricaie,handle,ins�all gC Live 0.00 PSf O.C.Spaeing 2•0-0 <br /> and bracc this�russ in accurd:mce with dic lullowing scmJards: 'JOIN'I'DIiTAIIS'by l�ruswal,'ANSI/'fl'1 I','WTCA I'-WuoJ 17uss(�ouncil <br /> � . of Amcricu Si:inJ:uJ Ucsign Rcspunsibiliiics,'IIANDLING INS'I'AI.I.ING AND I41tACING MI:I�AL PLA'IT CONNIiCI�I[P 1V001)'I�ILUSSIiS' BC DOad 5.00 p5f DBSlgfl SpeC TPI <br /> 146 W05f1Ifl9lOr1 AVB.S. -(Hllf-91�anJ'1118-'JI SUMMAI<Y SI IIfISI'by 7l'I 'I'hc'I'ruxs I'I:nc Insliunc(�I�I'I)is IocaicJ ai U'Onofrio Urivc,Madisun,\Viscunsin 51719. <br /> Hopkins,MN 55343 ,(612)935-4902 l he Amcrican ror�•�i;���d i�:�p�r n,s�w�:�u�,n�nri�n)�,io��a�d;u i i i i i��ih S�rrci,Nw,si�xoo,w�h��,�io��,nc�oo�o TOTAL 55.00 psf Seqn T6.2.10• 62709 <br />