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Job Name: STEVE HARRIS Truss ID: C2 Qt : 2 Drw : <br /> BRG X-LOC HEhCT S�ze k�:9'i� •I'C � 4x2 SPE' Nl/N"L-CIW ]f ri9id shea[hing is no[ directly attached UPLIFT REAC'f70N(S) : . <br /> i 1- B- o 121� 6.uo•� 1.�0�� ��� qx2 SPF' N1/N2-CNJ � to the boctom chord, adequate laCeral Support -100 lb <br /> 2 7- 2- 8 230 1.56" 1.',U" WEB 4x2 SPF STUD-CAN bracing may be required (by others) . For ----------LOAD CASE ql DESTGN LOADS ---------------- <br /> 2-Ax2 SPF STUD-CAN 2-7 floor applicaCions, 2xG atcongback bridging Dir L..Plf I..Loc R.Plf R.Loc � LI./TL <br /> TC FORCE A%L 8ND CSI Plating spec : ANSI/1'YI - 1995 ie xeyuired, at 10'-0" O.C. or less. TC VurL � 1L0�.1��1 0- �p .U� I1i0.1'�; �7- 3- 4� ��.d0 <br /> 14 802 0.23 0.30 0.53 'I'IITS DF.SIGN 7S 7'HE COMPOSITE. RESUi.I' OP BC Vert 70;00 0- 0� U 10.U0 �7- 3- 4 0.00 <br /> Y-3 B14 0.74 0.70 n.SA Ptul:l'IPI.P: L��AII t]l�S4:S. ..7'Yl�u. . . . Il,u� .�.i.���� LL/TI. . <br /> :1�4 -lUG U.I�Ii i/.:'1 U /� '!'l: Vut't :�4:.0 � U U U U.�G <br /> C-5 0 U.UU u.11 U.11 <br /> BC FORCE JJ(L BND CSI <br /> 6-7 0 0.00 0.09 0.09 - <br /> 7-8 -383 O.OG 0.00 0.11 <br /> B-9 186 0.05 0.0G 0.09 � <br /> NEB FORCC CSI M'EB FORCE c:51 <br /> ]-6 -31 0.01 3-B 285 0 15 <br /> i-� -iooa o.ae a-�{ -u,, u un <br /> z-� -2ea o.o� A-`f -23(. U IU <br /> 3-7 -772 0.25 5-9 -7N O.u2 <br /> Panel Lengths: <br /> Std=1-4-12 <br /> 1-2 1•2-0 2-3 2•5-4 <br /> MAX DEFLECTION (epan) : <br /> �� � o a L/999 IN MEM 7-8 (LIVE) <br /> � v ~ � m L= -0.01" D= 0.00" T= -0.02 <br /> p v -. vi .- � MAX DEFLECTION (cant) <br /> � L/999 IN MEM 6-7 (LIVE) <br /> 2-5-4 L= -0.02" D= -0.01" T= -0.02 <br /> �"�-� �'6'8� ____ ____ <br /> = Joint Locationa = <br /> 1 0- 0- 0 6 0- 0- 0 <br /> � , .� S 2 1- 6- 8 7 i- 6- 8 <br /> 3 4- 1- 4 B 5- 6-12 <br /> �z# 4 5- 6-12 9 7- 3- 4 <br /> 5 7- 3- G <br /> 3.5-4 3-4 3•4 3•4 1.5-3 <br /> � � <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•5-0 3.5-8 3-4 0 <br /> m cn �t .�'-. m tit <br /> .n u� y y� m <br /> a in <br /> 7-3-4 <br /> 2/14/2002 <br /> All plates are 20 gauge Truswal Connectors unloss precedod by"18"for 18 gaugo or"H"for 16 gauge. Scale:11116"=1' <br /> Wf��IN�I Rear!al(noles ar tliis sheet anrJ�ive a co��p oji(to Ihe Erecling Caif�'aclo�'. Eng.Job:.EJ. WORK ORDER# <br /> E n g i n ee re d This design is for an individual building compunent uot truss sys�em I�has�en hased on s�xcific.niuns pruvided by the componen�mm�ulac�urer Chk:RM <br /> and dune in accord:mce with�he cwrent versions ul'I�PI anJ AI'PA design scmdards. No res�wnsibility is assuineJ for diincnsiunal accuraty. Uimcnsii 63473 <br /> Y1 efC 10 bC Vl'fIGC�I IJy IIIC Co01�On1'Ili n1an4l��Clul'l'I'and/or builJiug devgner prior lo f�bricaUon. 1�hc building designer must ascenain th:�t the loads �sgnr:RP <br /> BU I I�I 1 1 g . wilized on�his Jesign mect or eaceed the loading imposed by the local building caie and thr panicular application. The desibn assumes Ihat the top ch� d TC LIVB 40.00 pSf DurFaes L=1.00 P=1.00 <br /> C o m p o n e n ts 's laierally braced by�he rooFor(loor sheai6ing and ihe bouom chord is laierally braced Ly a rigid sheathing maierial directly attached, unless otheiwis <br /> noted. Uracingshown is(or lateral suppa�of components membere only�o reduce buckling leng�h. This com{wnrnt shall not be placeJ in any TC D@ad 10.00 p5f Rep Mbf Bnd 1.15 <br /> . enrironment lhat will caiue the moiswre coment of the wooel iu excerd 19'/andlor cause cunnccior pla�e coirosion. Fabricair,handle,insWll BC Llve � 0.00 psf O.C.SpaCing 2-0-0 . <br /> and brace�his truss in aceordance with�he(ollo��•ing smndards�. 701NT DL'L111.S'by'fruswal,'ANSVTPI 1','WTCA I'-�Vood Truss Council <br /> ' � � o(Ameriw Smndard Dcsign Res�wnsibilities,91ANULING INSTALLING ANU l3RACING MGTAI.PLATB fONNfC�1�8D 1VpOD TkUSSGS' BC DeOd 5.00 p5f Design Spec TPI - <br /> 146 W05hIfIglO�AVe.S. -(Hlli-91)and'HIf3-)I SUMMAkY SIIG87'by 1'PI. �I�IIC�I IlISS PIJIC Instimie(TNI)IS IOCBICd�I D�OOU�1'10 DIIYC,MJlI6U11�WISCOIl5111 S��I9. <br /> HOpkins�MN 55343 (612)935-4902 The Amerit�n Purest snJ Paper lssocia�inn��V�PA)is loc:ued a�I I I I 19ih Sirer�,NW,Sic 800,Washingwn,UC 200}6. TOTAL 55.00 ps( Seqn T6.2.10- 62715 <br />