2313 COLUMBIA AVE B 2025-09-10 - Laserfiche WebLink

Job Truss T ype Qty Ply DE LYONlKILpARE -- _ 2304210 BOt BLOCKING SUPPORTED 20 1 Job Reference(optional) R7802093 Looms Truss,Inc, Ferndale,WA 98248, 8,530 s Aug 2 2023 MiTek Industries,Inc. Wed Aug 2318:05:52 2023 Page 1 ID;Yjbl3ODIJ2AFepdzJJDykOykvf5.3hyukeCTJvmKUej25sQ?4797a_EHciZIIBb6YhykuGj 1 B•14 0-1-8 3x x1] Scale=4:9.5 2 3 _.._-_..� 4R4- 6 5 4 30= 3x5 it r --_...._ .. 1.8-14 -1- Plate O(€sets(X,Y),- :0-2-12,0.1.8] -_„- - - --- -- LOADING (psf)TCLL25.0 SPACING- 2-0-0 CS1. DEFL. in (lot) Well Ud PLATES GRIP TCLL Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 2 rth 120 MT20 2201195 (Roof Snow 25.0} Lumber DOL 1.15 BC 0.10 Vert CT 0.00 2 n!r 80 BCDL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) -0.00 5 We n!a BCDL 10.0 Code IBC2018/TP12014 Matrix-P Weight;10lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc putting:1-3, except end verticals. 130T CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oC bracing. WEBS 2x4 DF No.2 REACTIONS. (size) 6=1-10-0,5=1-10-0 Max Horz 6=128(LC 37) Max Uplift 6=-360(LC 35),5=-366(LC 38) Max Grav 6=357(LC 56).5=368(LC 55) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5031511,2-5=-347f420 BOT CHORD 5-6=-5681560 WEBS 2-6=-6471626 NOTES- 1)Wind;ASCE 7-16;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;Cat.11;Exp C;Enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSt/TPI 1. 3)TCLL:ASCE 7-16;Pf=25.0 pst(Lum DOL=1.15 Plate DOL=1.15);is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 4)Provide adequate drainage to prevent water ponding. 5)Plates checked for a plus or minus 15 degree rotation about its center. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. �y-roNlO 9)'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 tail by 2-0-0 wide j VAS will fit between the bottom chord and any other members. 0 k 10)Provide mechanical connection(by others)of truss to bearing plate capable Of withstanding 360 lb uplift at joint 6 and 3661b uplift CT at joint 5. x 11)Non Standard bearing condition. Review required. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSItYPI 1. 13)This truss has been designed for a total drag load of 350 pit.Lumber DOL=(1.33)Plate grip DOL=(1-33) Connect truss to resist �fi 49G39 drag loads along bottom chord from 0-0-0 to 1-10-6 for 350.0 pit. Q�{� +p�GIS F9�9 ' 14)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ssI�NAL �G August 25,2023 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.11212023 BEFORE USE. Design valid for use only with MiTekO oonneclors.This design Is based only upon parameters shown,aad Is for an individual building oomponent,not MiTek" a truss system.Before use,the building designer must verily Ore appticab34y of design parameters and property incorporate this dosfgn into the overall buldng design.Bracing indicated is to prevent buckling of indiYduaf truss web endlor chord members only.AddilkM temporary and permanent bracing is awys r"vired to stataity end to prevent co4apse with possibFe personal k*my and property damage.Forgenerat guidance regarding the 400 Surmise Ave.,Suite 270 fahaicatun,sto-age.delivery,erection and bracing of trusses and truss systems,see ANSUTP11 quality Criteda and DSO-22 available from Truss Plale inst4ate(w .tphnst.org) Rosevile,CA 95661 and BCSI Building Component Safety Information avaBabte from the Structural Brriideg Component Association(www.sbescocponenls.corn) 916.755.35111 MiTek-US.com . ........_.._ .....---- .............. ........._ - ----- - ----- ---.._.._...... ........._ ___.------ ----- --- Al. ..........