10829 19TH AVE SE 2021-12-13 - Laserfiche WebLink

J1079652 B07 tfa Tivss C ington, WA, gi Common _" 2 1 Job Reference (optional) Run 8 42 S DaC 12020 Pitt 8 420 S Dec 12020 MITak Industries Inc Tug Jan 12 08:01:05 p ID:IMWUmRKLzPLZmgvnZKUDB?zwOSr duYEiegTMU age: 1 Bsyv78U6xOpCEgIYhCf}yuimo/axr7sy 3x4- 4;4- 19-0-0 4x6■ _ 5 3x8- Scale-1:61.6 Plate Offseffi (X, Y): (i:o.3-1o,Edga) Loading (psf) spacing 7GLL 25,0 Plata Grip DOL 1,16 TCI OEFL in (foe) l/defl `Ltd PLATES GRIP (Roof Snow = 25.0) Lumber DOL 0.84 Vert(LL) -0.28 1-11 >999 360 MT20 1 s5ll4s TCDL 8.0 Rep Stress incr ES W 0.79 Vert(CT) -0.51 1-11 >638 240 BCLL 0:0 Code YES 0.31 Horz(CT) 0.07 8 n/a n/a BCLL IRC2015JTPI2014 Matrix-S 7.0 LUMBER Weight 121 lb FT = 20% TOP CHORD 2x4 HF No.2 BRACING SOT CHORD U4 HF No.2 TOP CHORD Structural wood sheathing directly applied,, except end verkW3. WEBS 2x4 HF No.2 "Except` W7.V111,W2:2x4 OF Stud SOT CHORD Rigid ceiling directly applied or 9-5.0 oc bracing. 0-1-8) REACTIONS pb/size) 1=108W Mechanical, (min- 0-1-8). 8=1085/ Mechanical, (min. WEBS MiTek re ommenda that Stabilizers and installed Burin truss a required cross bracing be Max Horiz 1=166 (LC 10) g erection, in with Stabilizer Mate Uplift 1=-113 (LC 10), 8 -84 (LC 10) Installation guide. FORCES TOP CHORD(lb) - Max. Comp./Max- Ten. - AN forces 250 0b) or less except when shown. - 1-2--2225/249, 2-3=-1072ry79, 3-4=-1730/198, 4.12=955M06. 5-12>=-869/116, 5-6= 923/131 BOTCHORD 1-11=-35011997, 10-11-212/1396, 9-10-212/1396, &9=e0/605 WEBS 5-9=-19/353, 2.11- 459/165, 4-11=28/522, 4-9"071181, 6- NOTES 8= 281414, 6-8$-1087J115 1) Wind: ASCE 7-1o; Vidt=110mph (3-second gust) Vesd=87m h; TCDL=4.2 sf; BCDL=4.2 sf; h=25ftjCat It; Ex B; Enclosed; MWFRS envelo exposed; end vertical left exposed; Lumber DOL=1.80 plate grip. DOL=1.60 P P ( pe) anterior zone; cantilever latt 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp S; Partially Exp.; Ct=1.1 o 3) Unbalanced snow loads have been considered for this design s) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other liveloads. AN bearings are assumed to be HF No.2. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plane capable of withstanding 113 lb uplift at joint 1 and 84 lb uplift at)oint a. 8) This truss is designed in accordance with the 2016 International Residential Code sections R502.11.4 and R802.10.2 and referenced standardANSIlrpI 1, LOAD CASES) Standard