1501 BAKER AVE 2020-05-04 - Laserfiche WebLink

f Job Truss To_— Qty Ply TBC-12'OC NO CLG LOAD 111402882 88610263 24' FINK 1 1 Job Reference(optional) The Truss Co., Burlington,WA,98233 8.020 s Aug 1 2016 MiTek Industries,Inc.Fri Oct 14 16:43:28 2016 Page 1 ID:iNtt5wZxghjyPSTyDWcrLTyVuEE-7GSPJVTJcJOH?GWFLbITFV gtN66WSIIFLEPksyTRVz 6-7-15 12-0-0 17-4-1 24-0-0 I 6-7-15 5-4-1 5-4-1 6-7-15 Scale=1:38.2 5x6 = V 4.00 112 2x4 ' • 0 410 2x4 4' �7 a .,,,, 8\ - _...-. 2 f ' cT 51 A , CL_Y Y Aggie B2 4iiIIIIIto • ► 4x10 = 8 7 6 A 4--- 4x4= 4x6 = 4x4= 4x10 = I _ 8-5-5 I 15-6-11 - -. 24-0-0 I 8-5-5 7-1-6 _ 8-5-5 Plate Offsets(X,Y)— f1:0-2-15,0-2-01,(5:0-2-15 0-2-01 _ LOADING (psf) SPACING- 6-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.22 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.27 6-8 >999 180 TCDL 5.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.08 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-S Weight:126 lb FT=10% BCDL 1.0 LUMBER- BRACING- TOP CHORD 2x6 DF SS TOP CHORD 2-0-0 oc purlins(3-0-9 max.). BOT CHORD 2x6 DF SS BOT CHORD 6-9-0 oc bracing:1-5 WEBS 2x4 DF Stud NOTE:IF ACTUAL SPACING OF THE TRUSS IS 2-TRUSSES REACTIONS. (lb/size) 1=2189/0-5-8 (min.0-2-5),5=2189/0-5-8 (min.0-2-5) 12-0"O.C.(ONE EACH SIDE OF POST)THE SPACING Max Horz 1=-91(LC 8) OF THE BOTTOM CHORD LATERAL BRACING MAY BE Max Uplift 1=-749(LC 10),5=-749(LC 10) INCREASED TO 12-0"O.C.PROVIDED CONTINUOUS 2X6 BLOCKING IS USED ALONG THE FULL LENGTH OF FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. THE BOTTOM CHORD(SEE SECTION A-A). CONNECT TOP CHORD 1-2=5220/1771,2-9=-4414/1584,3-9=-4243/1612,3-10=-4243/1612,4-10=-4414/1584, BLOCKING WITH 10D NAILS AT 6"oc ALONG EACH B.C. 4-5=-5220/1771 BOT CHORD 1-8=-1568/4768,7-8=-943/3239,6-7=-943/3239,5-6=-1568/4768 CONT.2X6 WEBS 2-8=-1292/487,3-8=-453/1354,3-6=-453/1354,4-6=-1292/487 BLOCKING L�I�vP.rod NOTES- F I rNAIL 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=3.Opsf;BCDL=0.6psf;h=25ft;B=45ft;L=24ft;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. ° >t r • 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will :y, L. po fit between the bottom chord and any other members. tYrt if" 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 749 lb uplift at joint 1 and 749 lb uplift at 4 /,1, joint �i/ 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/IP!1. 'c�'+r Agb, i S;` ty vii ('.�'` iii LOAD CASE(S) Standard iv f . r .,,CS '''' ..e. 19969 " October 17,2016 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NI11-7473 BEFORE USE. t Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ---------Th2 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown yy"" 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 ANsIiTPll Quality Criteria,DSB-89 and BCSit Building Component 7�f,g{ rt USS Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRCO.INC.