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9 <br />�� <br />COMPANY <br />Design Build Services. Inc. <br />WOO�Works� 281191201hSlSE <br />Nbnroe. WA 98272 <br />�nrrw��uroewrwniv+K.v (360�783•9659 <br />July 10, 2072 71:17 <br />Deafgn Check Calculation Sheet <br />WoodWorks Sizer 9.15 <br />Loads: <br />Load Iype Diotribution Pat- Loca[ion Ift] Magnitude <br />] C7'1 Dead JUcia] BC0. = V.Uu"� eoo <br />2 c7� Snow Axial (Ecc. = 0.00") 438 <br />3 b7B Dead Axial (Ecc. = 0.00") 565 <br />4 b�e Live Arzial (Ecc. = 0.00") 600 <br />Laterat Reactions (Ibs): <br />a -- <br />i <br />�, r -- <br />p1 G, <br />`° � — — — <br />0' <br />s' <br />PROJECT <br />Paul 6 Joan Thompson Residence <br />4622 Seahurst Ave, Everett <br />JobM 24432, Kolbea� INC <br />c126.wwc <br />Unit <br />lba <br />lb3 <br />lbs <br />lbs <br />lbe <br />— -- � <br />— � o <br />a <br />6' <br />C126 <br />Lumbei Poat, Hem-Flr, No.2, 4z4 (3-112"x3-112") <br />Support: Non-wood: Bearing length = column vridlh <br />Total length: 6': <br />Pinned base; Load face = depih(d); Ke x Lb: 1.00 z 6.00= 6.00 �Rj; Ke z Ld: 1.00 z 6.00= 6.00 (NJ; <br />vs. Allowable Stress (psf) and Deflectfon (in) usmp t+os zoo5 : <br />- 128 Fr' 782 ic/Fc• � <br />= 12B Fc• � 1'/l9 fc/Fc• _ <br />Additional Data: <br />FACTORS: F/E(psi)CD CM CG CL/CP CF Cfu Cr Cfr[ Ci LCq <br />FN ♦300 1.15 1.00 1.00 0.455 1.150 - - 1.00 1.00 3 <br />FC• 1300 1.15 1.00 1.00 - I.150 - - 1.00 1.00 3 <br />CRITICAL LOAD COMBINATIONS: <br />A.dal : LC N3 = D+.751U5), P= 1564 lba <br />D=avd L=1ive 5=anow w=wind I=impact Lr=roof live Lc=wncentraced E.ear[hquake <br />All L^'c are listed in [he Analycic output <br />Load combina[ions: ASCE 7-05 / IBC 2009 __ <br />Design Notes: <br />7. WoodWorks analysis and design are in accordance with ihe ICC Intemational Building Code (IBC 2009�, the Nalional Design Specifiwtion <br />(NDS 20�5), and NDS Design Supplement. <br />2. Pleaa� venfy that the default delleclion limits are appropnale for your appliwtion. <br />q�� <br />