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-AI <br /> FORTE W E B MEMBER REPORT PASSED <br /> Upper Floor, New Drop Beam-LVL Sisters <br /> 1 piece(s) 1 3/4"x 7 1/4" 2.0E Microllam@ LVL <br /> + <br /> 0 <br /> 9'71/2" 9'7 1/2" <br /> ❑i 0 <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Length:19'1 1/4" <br /> Member Reaction(Ibs) 3051 @ 9'7 1/2" 4441(3.50") Passed(69%) 1.0 D+0.75 L+0.75 S(All Spans) System:Floor <br /> Shear(Ibs) 1110 @ 10'4 1/2" 2411 Passed(46%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Moment(Ft-Ibs) -1826 @ 9'7 1/2" 3557 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2021 <br /> Live Load Defl.(in) 0.188 @ 14'7 3/8" 0.315 Passed(L/605) 1.0 D+1.0 L(Alt Spans) Design Methodology:Aso <br /> Total Load Defl.(in) 0.252 @ 14'8 11/16" 1 0.473 1 Passed(L/450) 1.0 D+1.0 L(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Hanger on 7 1/4"DF beam 1.75" Hangers 1.50" 195 108/-85 17 304 See note' <br /> 2-Column-HF 3.50" 3.50" 2.40" 1439 1080 1070 3051 Blocking <br /> 3-Column-HF 3.50" 3.50" 1.50" 300 651/-15 -16 951 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 15 8"o/c <br /> Bottom Edge(Lu) 15'6"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Connector:Simpson Strong-Tie <br /> Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br /> 1-Face Mount Hanger HU1.81/5 2.50" N/A 12-10dxl.5 4-10dxl.5 <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Live Snow <br /> Vertical Loads Location(Side) Tributary (0.90) (1.00) (1.15)Width Comments <br /> 0-Self Weight(PLF) 1 3/4"to 19'3" N/A 3.7 <br /> 42%Upper Floor <br /> 1-Uniform(PSF) 9'4"to 19'3"(Top) 12' 6.3 12.6 Load <br /> DL=15 psf <br /> LL=30 PSF <br /> 42%Ceiling Load <br /> 2-Uniform(PSF) 0 to 9'4"(Top) 12' 4.2 2.1 DL=10 psf <br /> LL=5 psf <br /> 42%Roof Load <br /> 3-Point(lb) 9'4"(Top) N/A 643 - 1071 DL=15 psf <br /> SL=25 psf <br /> •Side loads are assumed to not induce cross-grain tension. <br /> FortewEB software operator Job Notes 10/9/2024 11:09:35 PM UTC <br /> Andreas Quinn <br /> BYKONEN CARTER QUINN INC ForteWEB 0.8,Engine:V8.4.1.24,Data:V8.1.6.3 <br /> (206)264-7784 File Name: 1417 Rucker Ave <br /> avq@cqn-se.com Weyerhaeuser <br /> Page 2/ 10 <br />