2107 122ND PL SE 2021-12-23 - Laserfiche WebLink

I 0 Job Truss Truss Type Qty Ply T&C 2015 IRC 12'00 NO CLG LOAD 111402883 BB610263 26' FINK 1 1 Job Reference(optional) The Truss Co., Burlington,WA,98233 8.020 s Aug 1 2016 MiTek Industries,Inc. Fri Oct 14 16:43:29 2016 Page 1 I D:iNtt5wZxghjyPSTyDWcrLTyVuEE-bTOnXrUxNcW8dQ5SvJpiniXzjnN I FvEvU?zyGJyTRVy 7-1-15 I 13-0-0 I 18-10-1 26-0-0 7-1-15 5-10-1 5-10-1 7-1-15 Scale=1:41.5 5x6= 4.00 12 2x4\\ y 10 2x4 /' 2 4 1 A 1--- 5 ICIKJBz a C-,_ 8 7 6 A 4— 4x4 = 5x6 = 4x4= 6x10 = I 9-1-5 I 16-10-11 I 26-0-0 I 9-1-5 7-9-6 9-1-5 Plate Offsets(X,Y)-- 11:0-5-0,Edgel,15:0-5-0,Edgel LOADING (psf) SPACING- 6-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL 25.0 ( ) (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.26 6-8 >999 240 MT20 220/195 TCDL 5.0 Lumber DOL 1.15 BC 0.99 Vert(CT) -0.32 6-8 >950 180 BCLL 0.0 Rep Stress Ina NO WB 0.50 Horz(CT) 0.09 5 n/a n/a BCDL 1.0 Code IBC2015/TP12014 Matrix-S Weight:137 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF SS TOP CHORD 2-0-0 oc purlins(2-8-12 max.). BOT CHORD 2x6 DF SS BOT CHORD 6-5-0 oc bracing:1-5 WEBS 2x4 DF Stud NOTE:IF ACTUAL SPACING OF THE TRUSS IS 2-TRUSSES REACTIONS. (lb/size) 1=2375/0-5-8 (min.0-2-9),5=2375/0-5-8 (min.0-2-9) 12'-0"O.C.(ONE EACH SIDE OF POST)THE SPACING Max Horz 1=100(LC 9) OF THE BOTTOM CHORD LATERAL BRACING MAY BE Max Uplift 1=-813(LC 10),5=-813(LC 10) INCREASED TO 12'-0"O.C.PROVIDED CONTINUOUS 2X6 BLOCKING IS USED ALONG THE FULL LENGTH OF THE BOTTOM CHORD(SEE SECTION A-A).CONNECT FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BLOCKING WITH 1OD NAILS AT 6"oc ALONG EACH B.C. TOP CHORD 1-2=-5709/1937,2-9=-4824/1729,3-9=-4635/1760,3-10=-4635/1760,4-10=-4824/1729, 4-5=-5709/1937 BOT CHORD 1-8=-1718/5221,7-8=-1027/3525,6-7=-1027/3525,5-6=-1718/5221 CONT.2X6 BLOCKING WEBS 2-8=-1427/535,3-8=-499/1498,3-6=-499/1498,4-6=-1427/535 L-G1 NOTES- A 10d NAIL 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=3.0psf;BCDL=0.6psf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat.II; Exp B;partially;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 2X_B.C. grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 SECTION A-A 3)Unbalanced snow loads have been considered for this design. 4)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 5) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will > ^ {j fit between the bottom chord and any other members. �ry�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 813 lb uplift at joint 1 and 813 lb uplift at .I .l o WAS/tJ 46 i joint 5. �1 • *A9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r �i1 I Al LOAD CASE(S) Standard "t; .r•l`4 �y, 4 19960 October 17,2016 a f • AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE/i REFERENCE PACE MR-T4T3 BEFORE USE, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPN Quality Criteria,DSB-89 and BCSl1 Building Component t1., Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. the ixr.R t��V SSCC.INC. ( j )