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ROOF BEAM DESIGN <br /> BM 1 <br /> W Wo,= 17 psf Per WoodWorks° <br /> W5, = 25 psf V: 59psi (30%) <br /> 'IL 11LIF IF IF IF WLI= 10 psf M: 649psi (65%) <br /> TR1B. WIDTH = 8.25' Q: L/819 (21%) <br /> 13' 2.33'�-4' L = 19.33' (CLEAR SPAN) R,: DL= 839# LL=448#SL= 1120# <br /> Rz: DL= 2024# LL= 1384#SL= 3074# <br /> I R3: DL= 176# LL= 727#SL= 1026# <br /> R, R2 R3 <br /> USE Timber-soft, D.Fir-L, No.2, 6x12 <br /> BM 2 <br /> W WpL= 17 psf Per WoodWorks° <br /> WSL= 25 psf V: 49psi (25%) <br /> WTI= 10 pSf M: 432psi (40%) <br /> o TRIB. WIDTH = 8.25' Q: L/692 (13%) <br /> 11.33' 4, 4' L.= 19.33' (CLEAR SPAN) R,: DL= 762# LL=411#SL= 1022# <br /> RZ: DL= 1475# LL= 978#SL= 2202# <br /> Ak I R3: DL=802# LL= 671#SL= 1371# <br /> Rx RZ Rs <br /> USE Timber-soft, D.Fir-L, No.2, 6x12 <br /> Description Beam Design sy MRD Date 11/22/2023 <br /> Checked Date <br /> ENGINEERING <br /> 2S0 4th Ave.South Scale, NTS Sheet No. <br /> Suite 200 <br /> Edmonds,WA98020 Project Madison House Residence Job No. <br /> 425.778.8500 <br /> www.cgengineering.com 1 23350.10 <br /> Page 5 <br />