9502 18TH AVE W UNIT O 2025-09-22

ease i PASSED Upper Floor, Floor: UB-18(ELEV.A) 1 piece(s)5 1/2"x 19 1/2"24F-V4 DF Glulam Overall Length 20'B" + 1 0 0 _ I 19'9" { 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ------------ ---Design Results Actual @ Locative Mowed Result LOP I Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 10935 @ 4" 12251(5.50") Passed(89%) - 1.0 D+0.75 L+0.75 S(A8 Spans) Member Type:Flush Beam Building Use:Residential r Shear(Ibs) 9570 @ 2'1" 21790 Passed(44%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 Pos Moment(Ft-lbs) 75080 @ 10'6" 76204 Passed(99%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Live Load Deft(in) 0.450 @'10'3 1/16" 0.667 Passed(1534j -- 1.0 D+0.75 L+0.75 S(All Spans) Total Load Defl.(In) i 0.763 @ 10'3" 1.000 Passed(L/315) - 1,0 D+0.75 L+0.75$(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •A 4.9%decrease in the moment capacity has been added to account for lateral stability. •Critical positive moment adjusted by a volume factor of 0.95 that was calculated using length L=20'. •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam Is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. • Bearing Length Loads to Supports(Be) I Supports Total Available Required Dead Floor Live Snow Factored Accessories i 1-Stud wall-HF 5.50" 5.50" 4.91" 4683 2305 6032 10935 Blocking `2 Stud wall-HF 5.50" 5.50" 4.07" 3943 2369 4451 9058 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the fill load Is applied to the member being designed. Lateral Bracing Bracing Intervals Continents Top Edge(Lu) Continuous ,Bottom Edge(Lu) Continuous i Dead Floor Live Snow Vertical Loads I Location(Side) Tributary Width (0.90) (L00) (L15) Comments . 0-Self Weight(PLF) 0 to 20'8" N/A 26.1 - - 1-Uniform(PSF) 0 to 20'8"(Top) i 8' 10.0 - • Wall Trib 2-Uniform(PSF) 0 to 20'8"(cop) 1' 12.0 - 25.0 Lower Roof Trb 3-Uniform(PSF) 0 to 2D'8"(Fop) 1' 12.0 40.0 • Floor Trib 4.Uniform(PSF) 0 to 10'6"(Top) 15'6" 12.0 - 25.0 Roof THb 5-Uniform(PSF) 10'6'to 20'8"(Top) 3' 12.0 - 25.0 Roof THb 6-Point(Ib) 10'6"(Top) N/A 2465 - 5135 Roof GT 7-Point(Ib) 10'6"(Top) i N/A 1154 3847 - U13-11 Member Notes UB-16(ELEV,C) • • ForteWEB Software Operator Job Notes Nathan Bonck BTL Engineering (307)258-1841 nathan.bonck@btleng.net Weyerhaeuser U2.11