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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> TSE Page: l/ <br /> Engineering <br /> PURLIN �i�,g✓ <br /> INPUT: Uniform Loading Span Length <br /> w(DL) w(SL) is L <br /> Roof(psf) 7 25 1.0 12 ft <br /> Tributary(ft) 1.33 1.33 Cs= 1.0 <br /> Wall (psf) 0 0 <br /> Tributary(ft) 0 0 <br /> Floor(psf) 0 0 <br /> Tributary(ft) 0 0 <br /> Other(pig 0 0 <br /> w(TL) <br /> 9.3 33.3 42.6 <br /> pif plf plf <br /> RESULTS: <br /> VI(DL) Vr(DL) VI(LL) Vr(LL) VI(TL) Vr(TL) M (DL) M (LL) M (TL) <br /> 56 56 200 200 255 266 168 599 766 <br /> lbs. lbs. lbs. lbs. lbs. lbs. fLibs. ft.lbs. ft.lbs. <br /> DESIGN: <br /> MATERIAL - Pb Fv FG(perp) E x 10A6 — - — <br /> Manuf.Lbr. co 1.15 <br /> Timber CH 1 <br /> Dimen. Lbr. HF#2 1105 75 405 1.3 Cr 1.16 <br /> psi psi psi psi Ci 1 <br /> b d A S I <br /> 1.5 5.5 8.26 7.6 21 <br /> in. in. in.112 in.A3 in.A4 <br /> fv= 43 psi Brg.Lgth.= 0.036 ft. CL= 1.000 <br /> fb= 1220 psi GL Cv= N/A R = N/A <br /> A (DL)= 0.16 in. o (LL)= 0.67 in. A (TL)= 0.73 in. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION <br /> fv/FV = 0.50 L/ 261 for LL> L/160 ok <br /> fb/Fb' = 0.83 L/ 196 for TL> L/120 ok <br /> USE M HF#2 @ 16"oG <br /> Table 1604.3 <br /> v 3.3.03 <br /> L City of Everett Permit Review <br /> EVERETT Status:Approved <br /> 10/11/2023 11:50:19 AM <br /> Page 14 of 16 These Plans Shall remain on Job Site Barrie Kenning,Plans Examiner <br />