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� WoodWorks� <br />wrr»�n rne x�ero iuvr.n <br />COMPANV <br />Desipn BuiIC Services. Inc. <br />20719 120tn 51 SE <br />Monroe, WA 98272 <br />1360)793�9659 <br />July 10, 2072 71'W <br />Dealgn Check Calcuiatfon Shaet <br />WpotlWorks Sizer 9.15 <br />Loeds: <br />LoeJ '�Pe Dintributlon Cat� I.�;:a[icn I(t� Magni[ndc <br />tern Star[ End Stnrt <br />1 j11G Deatl Full G�L l0'I.6 <br />2 7116 Live Full U�I. �`�'� <br />Sell-wefoh[ Deod Full U�L F�� <br />Maximum Reactions (Ibs) and Bearing Lenpths (in) : <br />PROJECT <br />Paul d ban ThomOson ResiEence <br />4624 Sea�uM Ave. Everetl <br />bD7J 24<J2, KolDear INC <br />D78.wA <br />___ . - - 70'-5.d'- . _ _ _. -_._ -- � <br />_ ' -_- _ - __� ._--.-_ __-..- __I <br />_ _ - -" iy-1 <br />40' <br />b78 <br />Lumbar•sok, Hem•Fir, No.2, 4x10 (3-112"x8-714") <br />Su00ons: All - WmDer Post Column, Hem�Fir No.2 <br />TOWI lengtk 70'-5.4': <br />Servicc wet; Lateral supporl: top= �ull, botlom= al supports: <br />Analysfs vs. Allowable Stress (psi) and Dellection (in) usln9 NDS 2005: <br />criterlon nnal aie Valae Deeion Value Mnl eie!Deni n <br />Shear tv . �S Fv' � 116 tv/Fv' • 0.39 <br />Fend:nol•1 (b = 004 Fb' • 81f, [b/Fb' = O.B4 <br />�cad �efl'n 0.30 = �I,/999 <br />Livc Detl'n 0.31 •�L/9Y4 0.33 • L/]60 ���_ <br />Tcta: Uef7'n tl.]1 • 1./39] 0.50 � L/3<0 0.61 <br />Addltional Data: <br />t4c.TOF�: FYEIp.^.0 CO CM CC CL CF Ctu Cr Cfi[ Ci Cn LCp <br />Fv' 150 1.00 0.9'1 1.00 � - - - 1.00 0.80 1.00 2 <br />Fb'. B50 1.00 1.00 1.00 1.000 1.200 1.0� 1.00 1.00 1.00 - 3 <br />F^p' <OS - a.61 1.00 - - - - 1.0� 1.�0 - - <br />F.' l.l million 0.9� 1.00 - - - - 1.00 n.9S - <br />Emin' 0.�'1 million 0.40 1.00 - - - - ;,n� O.o�. . " <br />CRITICAL LOAD COM�INATIONS: <br />S�aaz : LC M2 • O�L, �� 1141, V deelgn • 9'15 1[s <br />Bendin9!•1: LC M] = p�L, M• 29Y0 ]be-L[ <br />Defle:ticm LC tl2 . 0•L Il1ve) <br />LC N2 • D�L I[o[al) <br />D=�end LAive S•enov M.vind I-impae[ Lr=ro�.-.! liee Locer.crnui[rd e��'er:tiquakr <br />All LC'r, are lieted in [he Malyeis output <br />Load cor.J�Sna[ione: ASCE 0-05 / IBC ]00? <br />CALCULATIONS: <br />Prtlec ion. ES - 100e06 ]b-1n2 <br />••.. e,:ion = Detiec[ion fro:.al � .._..n Jr '1�'�•• � ::, :�r..v_'. <br />Tot i I:lleclicn � 2.O41DeeC Lodd Defl .00.il L �e I.:.a�i Lellection. <br />Design Notes: <br />1. WooEwoM1s anarys , antl design are in accortlance witn tne ICC Intemalional Building Cotle (IBC 20G9). Ne National Design Spec�Gwtion (NDS 2005�, an� NOS <br />Oesign SuDVlement. <br />p. Please venly Ihal Ne delault deLection limits are aD�ropnate lor your aOG�ication. <br />a sawo i���,ner eendina members shall be laterally 5upponeE acmrEing to tne provisions ol NDS Ctau,e 4 4.1 <br />% <br />��� <br />