9596 7TH AVE SE 2025-09-16 - Laserfiche WebLink

M17MLER REPORT PASSM Upper Floor,Floor:UB-18(ELEV. D) 1 plece(s)5 1/2"x 19 1/2"24F-V4 DF Glulam Overall Length:20'8` 0 •D • r 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. �n Results Areal a totatbe ANOwed Reap LDF Loads Comblutlon(nat5asr,) System:Floor Member Reaction(lbs) 10836 @ 4" 12251("a.50") Passed(88%) - 1.0 D+0.75 L+0.75 S(All S ns) Member Type:Ffust,seam Shear(lbs) _ 10207 0 2'1" 21790 Passed(47%) 1.15 1.0 D+0.75 L+0,75 S(AII Spans BuluBng Use:Residential _ witding Code:IBC 2019 Pas Moment(R-Ibsj �77732 0 10'3" 76204 Passed(102%) i15 1.0 D+0.75 L+0.75 S(All Spans) Design MedxxWWy;ASD Live Load Defl.(In) T 0.471010'2 711W 0.667 Passed(L/509) - 1.0 D+0.75 L+0.75 S(Ali Spans) Total Load bell.(in} 0.798 @ ICY 2 7/16" _1.000 Passed(L/301)-_.v=._._ 1.0 D+0.75 L+0.75 S(All Spans) •Deflection a eda:LL(L/360)and TL(1./240). •A 4.9%decrease in the nrloment capaft has been added to account For lateral stabilly. •Critical positive rnonwA adjusted by a volume factor of OAS that was cakaAatod using length L-20'. •The elfects of positive or negative camber have not been accounted for when calculating defiectieon. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Ind sated by the manufacturer. •ApplIcable cakulatbns are based on NDS. Bearing L&IM l Loads to 5VPPOrU(tbs) Supports Total AvallaMe Required Dead FtowLie Snow: Fadared Aooalioriw:.... ' 1-Stud all-HP S.SO" 5.50" 4.W 4635 239S 5873 10836 Bloddag 2•Stud watt-HF 5.50" 5.50" 4.1a" 4181 2362 4948 9663 fVotWng •8locktsg Panels are assumed to carry no bads applied direcdy above them and the full bad is apples to the member being designed. Loterat$radng tlraclny lnt4evafa ..: C9,nananu TOP Edge(1U) __+______ConUnuous 8diorn Edge(IW) Continuous __.�..---._.... Dead Floorlive Snow Vertical Loads Lo U06(side) 114bularyWidth (o,9D) (1.00) (Lisp comment, 0-Self Vidght(WJ} 0 to 20,r N/A 26.1 1-Uniform(PSF) 0 to 20'8"(fop) 8' - 10.0 - - Wall Tdb 2-Uniform(PSF) 0 to 20'8"(Top) 1' 12.0 40.0 Floor Trab 3-Uniform(PSF) 0 to 2'3"(Top) 4 12.0 - 25.0 (�TNb 412+2) 4-Uniform(PSF) 7 3"to T 3"(fop) T 6` 12.0 25.0 Roof Trib 5-Uniform(PSF) T 3"to 10'6"(Top) 15'6 12.0 25.0 Roof j2+2) 6-Uniform(PSF) IV 6"to 2V 8"(Top) 6' 12.0 25.0 Roof Tdb (8/2+2) 7-Potnt(lb) 7 3"(Top) N/A 162 378 ROOM - -- - __-_.._._.........._ ..........._...._....... ..... ..._.........._..... 8-PC"(tb) T 3"(Top) N/A 730 1520 ROOF GT 9 Point(W) to'3"(fop) N/A 1100 3930 tie-11 10•Point(1h) 10'3"(Top) N/A 2141 4459 Roofer It-Uniform(Psn 0 to 70,a"(TOP) L' 12.0 25.0 Lower Roof Ttib _.............-----. ... ............_._........................ .. FodeWEO Software Opemtbr Sob Notes Nathan Bonk !/� (307)258-1841 ." S`,;. U 2 rat an.bonck@btieng.net Wcyulsseuser