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Job Name: STEVE HARRIS Truss ID: B Qt : 5 Drw : <br /> BRC X-LOC HEACT 91%e Iu:G'�� '7'C Cx2 SPF Nl/N2-c:AN lf rigid el�uatl�ing ie not diructly aCLachud . <br /> 1 0- 3- 0 BU1 6.00" ].tio" �C 4x2 SPF A1/N2-CAN � Go the bpttom chord, adoquat� lateral <br /> 2 14- 5- 4 Ho0 3.1u�� ].!,u" Wg� 4x2 SPV S'1'UU-C:nN braci.n�� nr.ry bu ruquirod (by ul.hure) . I�ur <br /> SLIDER 4x2 SPF ql/N2-CMI fluor :���plicaCiona, 2xG etrongback Uridg�ng � <br /> TC FORCE AXL UND CS] Plating spuc : lWSI/'I'PI - 19')5 i� n.��ii�ru�l, nl lU'-0" O.C. ur ludu. <br /> 1-2 0 O,OD U.7:' U.'i': <br /> 2-3 -2301 0.10 0.32 0.4:i <br /> 3-d -2301 0.30 0.26 0.3G <br /> C-5 -1906 0.08 0.26 0.35 � <br /> 5-6 -1906 0.00 0.27 0.7�, <br /> 6-7 -tl4C O.U'1 �.'1'I U.'1'i <br /> BC FORCE AXL BND CSI <br /> 8-9 1319 0.39 0.12 0.51 <br /> 9-10 2265 0.68 0.12 0.79 <br /> 10-11 973 0.29 0.06 0,3'� <br /> 11-0 0 0.00 O.OG O.UL <br /> NEB FORCE CSi H!H r•oi<rr. a:� <br /> 1-B -124 U.U3 A�IU i'.�� �i'.I i <br /> 2-9 -1an o.a7 ,-iu .rno ".�,i Pancl Len�ths: <br /> 2-9 868 0.46 G-10 lu:f7 u.!.S Sfd=2-5-4 <br /> 3-9 -2a2 0.0� c-ii -izz u.zo 6-7 1-5-5 <br /> a-v -iei o.oc i-ii ii�s u.cz <br /> MAX DEFLECTION (span) : <br /> L/999 IN MEM 9-10 (LIVE) <br /> L= -0.16" D= -0.06" T= -0.22 <br /> y y `� � 1' R' Y 'v u a �: =___= Joint Locationa =___ <br /> N w N v� N N N N � V 1 O- O- O � ZA- .3- O <br /> � 2 2- 8- 4 8 0- 0- 0 <br /> 3 5- 2- 4 9 5- 2- 4 <br /> 2-5-4 0-� 4 7- 8- G 10 10- 2- 4 <br /> �_1_8 5 10- 2- 4 11 12- 9- 0 <br /> -� G 12- l- 0 � <br /> � _ j / s I 7 <br /> 2-4 2-4 <br /> 4-4 3.5-8 1.5-3 3•4 1.5-3 3-6 5-6 <br /> T T <br /> 1-4-0 1-4•0 <br /> 1 l <br /> - 3.5-8 3.5-8 4'S � 1/2"GAP MAX <br /> 3.5-8 <br /> 0- - <br /> F � o ry � � <br /> N N N q <br /> J, v, �n m a i1 <br /> 14-7-0 <br /> 2/14/2002 <br /> All piates are 20 gauge Truswal Connectors unless preceded by"18"for 18 flau�7e or"H"(or 1G paufle. Scalo:11132"=1' <br /> W�I RN/NC lfrnd ull nwc.s ai�lii.c.tlrce�u�id gi��e n�u��i�u�ir io N�r�:������r����;c'�,�u��«<��,�.. eiti.���:.eJ. WORK ORDER# <br /> E n i n ee re d �h��Jesign is for an indiviJiml building cuinponcnl noi iruss sysient h h;a bcen b:ueJ un specific:uions proviJed by Uie romEwnent m�nufaaurer Chk:RM <br /> gand done in accorJance with�he ewrent versions of"f PI�nd APNA design st�ndads. No responsibility�s atsumed fur Jimensional aceuracy. Dimensi � 63473 <br /> are�u be verilied by�he component manufac�urer�nd/or building designer pnor to fabricaiion, 7'he building designer musi ascemm�thm ihe loadi Sgflf:RP <br /> Bu i I d i n g wilized on ihis design meet or ezcecd Ihe Iu�Jing impuscJ by the IUC:II IRIII�II06 COdC 8111i Illl'�):IIlICl1I:11 J���)IIC911U0 Tl�e design assumes ihat�hc iop ch� J TC Uv0 40.00 PSf DUfFBGS L=1.00 P=1.00 <br /> C o m p o n e n ts is la�erally bi aceJ by�he ruuf ur Ilunr shcaihing and Ihe Lwuom chord is I:iicrally braceJ by a rigiJ she��hing inalerial Jireclly a��acheJ, unless o�henvis <br /> ❑OICA. I31'JCi�is SIIUN'll IS�Of I�ICI�I 50�)�lUrt U�COIII�)O�1Ci1lS fI1CI0I�C1'S UIIIY IU 1'C(JUCC IIUCRI106Itllb'III �I I115 COIII�JUIICfII SI1�II I101�C�)I�CC,III�OY TC DBad 10.00 p5f R6p Mbf Bnd 1.15 <br /> envirunmcnt that will cause ihe mnisture conienl o(lhe�a�d W escceJ 19'%and/or couse connecior plaic convsion. Fabricate,handle,ins��ll BC LlvO 0.00 pSf O.GSpaC1Og 2-0-0 <br /> and bracc�hii Iruss iu accordance wilh Ihc Inlloa�ing siand;u�Js. 701N"I�Ulil'AILS'Ly"I'rusw;il,'ANSI/'I'PI I','\V"I�CA I'-WuoJ Truss Council <br /> of An,erica Siandnrd Dcsign Rcsponsibiliiics,'HANULING INS'fnLLING ANU ISRAC'ING MGTnL I'I.n"1�1:CUNNGC'I'GD NOOU l'RUSSI:S' BC Dead 5.00 psf Design Spec TPI <br /> 146 W0ShI0Q►O(1 AV@.S. � -(IIII3-9I)and'lll[3-91 SUA1MAHY SIICGT'by 1'PI. l�lm Truss I'la�e Insti�uie(7'PI)is located at U'Onu(rio Drive,M11adison,1Visconsin 53719. <br /> HOpkitl5,MN 55343 (612)935-4902 The American Fores�and Yaper Assixia�ion(APPA)is luca�ed a�I I I I 19th Sncet,NW,Sce 800,\Vashing�un,1)C'_0036 TOTAL 55.00 psf Seqr1 T6.2.10• 62712 <br />