9510 7TH AVE SE 2025-09-16 - Laserfiche WebLink

PASSED Upper Floor,Floor:UB-18(ELEV.B) 1 plece(s)5 1/2"x 19 1/2"24F-V4 DF Glulam Overall Length;20'8- I o-- 1 -' r . , 0 0 All locations are measured from the outside We of left support(or left cantilever end).All dimensions are horizontal. Desl 11 Results Actual O t ocatbri' LDF Load)Combination(Patbem) System:How —_._ _..me,Resul- Afiowe0' Rcauk Member Reaction(Ibs) 9133 @ 20'4" 12251 5,50) Passed(75%) -- 1.0 0+0.75 L+0,75 S(All Spans) Mamba Type:Flush ream Shear(Ibs) 7672 @ IV 7" 21790 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(AM Spans) Bue4 in0 use:Residential Pos Moment(Ft-Ibs) 54070 @ 10'3" 76204 Passed(71°rh) 1,15 1,0 D+0,75 L+0.75 S(All Spans Butdiag Cod,:IBC 2018 Load Dell.(In) 0.344 010'4 3/16" 0.667 Passed(L/698) -- 1.0 D+0.75 L+0.75 S(Al Spans s)— �sln rsethodo oyy:asp Total Load Deft.(in) 0.589 @ 10'4 1116" 1.000 Passed(L/407) -- 1.0 D+0,75 L+0.75 S AM Spans) •OC KWn Criteria:LL(L/360)and TL(1/24C). •A 4.9%decrease In the moment capacity has been added to account for lateral stablfily. •Critical positive moment adjusted by a votume factor 00.95 that was tak bled uslrg Temp)L=M. •The effects of positive or mauve camber have not been accounted for when Calculating defledfon. •the Spec'fled giulam Is assumed to have Its strong laminations at the bottom of the team.Tnstaa with proper sloe up as Indicated by the manufacturer, •Applcabla mlcubUms are based on Nbs. esatbtp LangNs wads to SuPPOfft(Ibs) Supports Taal Available, Regrdred Dead Fkwr 1 Ne Show Factored Acomotles 1•Stud eat-HF SM, ^S.SO" q.00" 3091 2353 4353 —A921 &ttldng 2•Stud wat-NF 5.50" 5.50• 4.10" 3978 2321 4553 9133 aloWng •fslockvg Parm3s are assumed to carry no 1rds appSeci dvecty abo ve them and the full load Is app0ed to the nKvnber txHng designed. Lateral Bracing eracb,g intervals TOP ON(Lu) Continuous Bottom Edge(Lu) — CaOElnuous Dead PborLFla Snow Vertical Loads Location(Side) Tributary Width (0.90) (1,00) (1,15) Connnentc 0•Self Weight(P1 F) 0 to 20'8" WA 215,3 1•Uniform(PSO 0 to 20'a-(Top) Wa0 Trks 2•UnNorat(PSF) 0 to 20'a"(rep) 1' i2.0 -40.0 - A- _ - floor 7db 3-Uniform(PSt) 0 to 20,a" _.._�..._-_. ---{?OP)._....... ._ L' 12A 25.0 tower Roof Trib 4•Uniform(PSF) 0 to IV 6"(TOP) 1S 6" 1Z0 _ _...•.. M 210 Roof TO ...— .. —_.. —, (27/2+2) 5-Unform(PSF) M 10'6"to 20,6"(Top) 17, 12.0 25.0 Root Tdb b-Point(ib) 10 3"(Top) N/A 115. ....u 3847 (30/2 FMe=mber Notes 6(ELEV.Q .. ............................._......._...---.... trorteWEe Software Operator lob Holes Nathan Bonck UTL Engineering (307)258-1041 nathan baxk@bH l. .net R@yerhaeuser U2. 12 2. 12