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- - - - -- - - - - - - -- - - <br /> :STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 <br /> Member Pro erties Summa <br /> MPZ Horizontal Member S ans Rafter Pro erties <br /> Overhan 1.16 ft Actual W 1.50" <br /> Roof stem Pro erties S an 1 9.60 ft Actual D 3.50" <br /> Number of S ans w o Overhan 1 S an 2 Nominal Yes <br /> Roofin Material Com Roof S an 3 A in^2 5.25 <br /> Re-Roof No Span 4 S�c(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 11.38 ft TL Defl'n Limit 120 <br /> Vaulted Ceilin No PV 1 Start 0.25 ft Wood S ecies SPF <br /> Ceilin Finish 1/2"�y sum Board PV 1 End 12.92 ft Wood Grade #2 <br /> Rafter Slo e • 19° PV 2 Start Fb si 875 <br /> Rafter S acin 24"O.C. PV 2 End Fv(psi) 135 <br /> To Lat Bracin 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 Loadin Summary <br /> Roof Pitch 4 12 Initial Pitch Ad'ust Non-PV Areas PV Areas <br /> Roof Dead Load DL 7.0 psf x 1.06 7.4 psf 7.4 sf <br /> PV Dead Load PV-DL 3.0 sf x 1.06 3.2 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 7.4 sf 10.6 sf <br /> Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C�(IS)py; C.�=0.9,Ct=1.1,I5=1.0 <br /> Member Design Summary(per NDS <br /> Governin Load Comb CD CL + CL - CF Cr <br /> D 0.9 1.00 0.90 1.5 1.15 <br /> Member Anal sis Results Summary <br /> Governin Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result <br /> Gravi Loadin Check 2 446 929 0.38 Pass <br />