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1 <br />COMPANV PROJECT <br />� DerJn Build Services. Inc. Paul6.ban 7homOson ResiOence <br />WO O� Wo r ks� �P����Za� StSE d622 Sea�urslAve,Everctl <br />Alonroe. WA 9BY72 .bW 2<d32, NclNar INC <br />e,vrx.urm��ronw�w.a (3601793-9659 079v.»U <br />July 10. 2013 12'04 <br />Design Chack Calculation Sheet <br />WoodWorkS $lier g.15 <br />Loads: <br />Load T}�c Dietribu[fon Pat- LocaUon Iftl Maanitude llnic <br />[ern Start End Start £.n❑ <br />1_)3S Ucael Full UDL ��'� pl� <br />2 j3y Livr Full VCL 1C0.0 p1! <br />S lt gl De d F 1] UDI 6'1 1( <br />Mazlmum Reactions (Ibs) and Bearing Lengths (in) : <br />+-- - ------io'-i.e'-- ---- ----� <br />--- -- - <br />- ---- - -- - - -- - <br />_ - - - -- <br />� - - - - -� -- -- i <br />- iIIoJ- - ---- --- - --- -- - - td <br />Unfactored: � �^.] <br />Dead 423 50� <br />Llve 500 <br />Fac[ored: 930 <br />TOLal 9]0 <br />Pcaring: 1.5o <br />Len9lh 1.50 �..2 <br />Nin ro 'd l.'.J <br />b79 <br />Lumber•sok, Ham•Flr, No.2, Oz10 (11/7"x9-114") <br />SuDD�ns: All - LumDer n-ply Comnn. Hem�Fir No.2 <br />Tolallengt�: 70'-7.8'; <br />Service: wet; Laleral suppoh: lop= full, �Otlom= at suppotls; <br />Analysis vs. Allowable Stress (psV) and DeFlection {In) using NDS 2005: <br />Criterion Aval siA Value DcaS n Valvr': nnal ain/�eeian <br />Sheaz fv • ]fi Fv' � ll! tv/Fv' = 0.31 <br />Hendingl�l [b • 55: Fb' • B16 :b/Fb' • 0.68 <br />Dead at]'n 0.0"I • �L/999 <br />L1vc Ucfl'n O.On - d,/999 0.33 . L/360 0.2G <br />Tota] Cefl'n n.]l � L/S]Z 0.50 . 1./'.40 0.4� <br />Addltional Dala: <br />FACICFS: F/FIF'.^,iICU CM CG CL C� Cfu Cr Cfrt Ci Cn LCM <br />Fv' 1'.0 :.o0 0.99 1.00 - - - - 1.00 O.BO 1.00 2 <br />FG'� B50 1.00 1.00 1.0� 1.�00 1.20D 1.00 1.00 1.00 1.00 - 2 <br />Fcp' 405 - G.60 1.00 - - - - 1.00 I.00 � - <br />E' 1.3 million 0.90 1.00 - - - - 1.00 0.95 2 <br />Emin' 0.<] mlllion 0.90 1.00 - - - - 1��� �.4`' - ' <br />CRITICAL LOAD COMBINATIONS: <br />Shrar : LC M3 � 0•L, V� 91], V deeign • '/66 ]bs <br />Cendina�.): LC M2 • �•L. M• 2393 lba-[[ <br />Deflectlen: LC M2 � O�L Ilivel <br />LC M2 • U•L Imtall <br />�.dead I..livc 5•enow N•wind I•impac[ Lr•rcut livr ..c-rcccrc:rat�•d F.-ruchquaY.r <br />nli LC'n nrc liated in Che AnalyeSe eutim[ <br />Lcad coabinatione: ASCE 9-05 / IBC 200? <br />CALCULATIONS: <br />pc(le Cion: EI = 340e06 lb-Sn2 <br />. � �r.ticr. • I;eilettinn from all - � . .. ... ':'. ., `....`.. <br />Tetai Ik.11ec[ion . 2.�OIDead Loed De[1ec[� nl •�Ln i�I.caJ�Pc(lection. <br />Desfgn Notes: <br />1. WoodWorks analysis anA design are In accordance v+ith Ihe ICC Intemational Building Cotle pBC 2JJ9�. Ihe National Design SpeciGwtion (N�5 Y005), and NDS <br />Design Supplemeni. <br />2. Please +erify that the Ocfaull dellettion limits are apDropnale lor your apPM1CUtion. <br />3. Sawn lumber �enEing members shall be lalerally supponed acror0ing to I�e pmvisions of NDS Clause a.4.7. <br />�/� <br />