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%9FORTE'M3 <br />Main Level, Roof Beam @ Entry (RB-I) <br />1 Piece(s) 5 112" x 12" 24F-V4 DF Glulam <br />PASSED <br />17' T <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />ACIIW • location <br />Allowed <br />Resole <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (Its) <br />4695 @ 4" <br />14609 (4.25") <br />Passed (32%) <br />— <br />1.0 D + 1.0 S (AII Spans) <br />Shear Obs) <br />4000 @ 1' 5 1/2" <br />13409 <br />Passed (30%) <br />1.15 <br />1.0 D + 1.0 5 FA Spans) <br />Pas Moment (Ft-lbs) <br />20407 @ 9' 3" <br />30360 <br />Passed (67%) <br />1.11 <br />1.1 D + 1.0 S (AII Spans) <br />Live Load Dell. On) <br />0.41909 ' 3" <br />0.446 <br />Passed (L/511) <br />— <br />1.0 D + 1.0 S (All Spans) <br />Total Load Dell. On) <br />0.819 @ V 3" <br />0.892 <br />Passed (L/261) <br />— <br />1.0 D + L.0 S (All Spans) <br />• De�i olives: LL (w4au) ana i L µ/two} <br />• Top Edge Bracing (W): Top C mpresion edge must be braced at 18' 4" o/c based on loads applied, unless detailed otherwise. <br />• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 4" o/c based on bads applied, unless detailed otherwise. <br />• Critical Positive moment ad)ustad by a Volume factor of 1.00 that was calculated using length L = 17' 10". <br />• The altars of positive or negative camber have not been accounted for when alculetirg deflection. <br />• The specified glulam is assumed W have its strung laminations at the bottom of the beam. Install with Proper side up as indicated by the manufacturer. <br />• Applicable calculations; are based on NDS. <br />SUPPDFts <br />Bearing length <br />LoadsSupports (Ws) <br />Acceaodes <br />Total <br />Available <br />Required <br />Dead <br />Snow <br />Total <br />1-SW wall -DF <br />5.50" <br />1 4.25" <br />1.50" <br />2318 <br />2428 <br />4746 <br />11/4"Rim Board <br />2 - Stud wall - DF <br />5.50" <br />4.25" <br />L50" <br />2318 <br />2428 <br />4746 <br />11/4" Rim Board <br />Nun Buc u is assumed to cant' all wads applied directly above R bYPasvng the member being designed. <br />Vertical Leads <br />Location (Side) <br />TrmutaryWidth <br />Dead <br />(0.90) <br />Snow <br />(1.15) <br />Comments <br />0-Self Weight(PLF) <br />II/4"m 18'43/4" <br />WA <br />16.0 <br />— <br />1- Undom (PSF) <br />0 to 18' 6" (Top) <br />1' 6" <br />22A <br />25.0 <br />Roof Loatl <br />2- uniform (PSF) <br />0 m 18' V (Top) <br />9' <br />22.4 <br />25.0 <br />Roof Load <br />System : Floor <br />Member Type: Mush Beam <br />Building Use: Residential <br />Building Code : IBC 2015 <br />Design Methodology: ASD <br />taeuser wanants that the sting of ICs products will be in accordance with Weyerhaeuser product design atkria and published design values. Weyerhaeuser elprealy disclaims any other wamanties <br />to the software. Use of this software is not intended m circumvent the need for a design professional as determined by the authority having jurisiiction. The designer of record, builder or framer is <br />Able to acre that this calculation is compatible with the overall pm)ect Aosuries (Rim Board, Bloddng Panels and Squash Blacks) are not designed by this software Products manufactured at <br />aedser facilities are third -party certified m sustainable forestry szndanis Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation repots ESA-1153 and 15R-1387 <br />filed in accordance wRh applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer ta <br />infomation have been provided by ForteWEB Software Operator <br />6/27/2020 3:09:19 AM UTC <br />ForteWEB v2.4, Engine: V8.0.1.5, Data: V7.3.2.0 <br />Wcycrhaeaser File Name: 20017_4735 Bayview Lane <br />