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'STRUCTURE ANALYSIS - LOADIIVG SUMMARY AND MEMBER CHECK- MP5&MP6 <br /> Member Properties Summary <br /> MP5&MP6 Horizontal Member S ans Rafter Pro erties <br /> Overhang 2.16 ft Actual W 1.50" <br /> Roof stem Pro erties . S an 1 4.68 ft Actual D 3.50" <br /> Number of S ans w o Overhan 2 S an 2 5.01 ft Nominal Yes <br /> Roofin Material Com Roof S an 3 A in^2 5.25 <br /> Re-Roof No Span 4 S5c(in.^3) 3.06 <br /> PI ood Sheathin Yes � S an 5 Ix in^4 5.36 <br /> Board Sheathin None Total Rake S an 12.39 ft TL Defl'n Limit 120 <br /> Vaulted Ceilin , No PV 1 Start 1.25 ft Wood S ecies SPF <br /> Ceilin Finish 1/2"�y sum Board PV 1 End 10.92 ft Wood Grade #2 <br /> Rafter Slo e � 17° PV 2 Start Fb( si 875 <br /> Rafter S acin 24"O.C. PV 2 End Fv(psi 135 <br /> Top Lat Bracing - Full PV 3 Start ' E si) 1,400,000 <br /> Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 <br /> Member Loading Summary <br /> Roof Pitch 4 12 Initial Pitch Ad'ust Non-PV Areas PV Areas <br /> Roof Dead Load DL 7.0 sf x 1.05 7.3 psf 7.3 psf <br /> PV Dead Load PV-DL 3.0 sf x 1.05 3.1 psf <br /> Roof Live Load RLL 20.0 sf x 1.00 20.0 sf <br /> Live/Snow Load LL SLl'Z <br /> Total Load Governin LC TL 27.3 sf 10.5 sf <br /> Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,C,�=1.1,I5=1.0 <br /> Member Design Summary(per NDS) <br /> Governin Load Comb CD CL + CL - CF Cr <br /> D+ Lr 1.25 1.00 0.95 1.5 1.15 <br /> Member Analysis Results Summary <br /> Governin Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result <br /> Grav' Loadin Check -584 -370 0.63 Pass <br />