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

__._.._.._.-___......�__.......„_.---__....--..--_ _-._. _.-__.-.w_�_..._........._..__...---.---.-- .LYON 1 KILDARE ' 73042110 T e Qly Ply .__ DTR78020937 Tot Common 10 1 .-._...------- -- ----------...._....-__._ -----_-- _-- Job Referenc_e_�Optional)-____-- Louws Truss,Inc, Femdafe,WA-98248, 8.530 s Aug 2 2023 MiTek Industries,Inc. Wed Aug 2318:05:55 2023 Page i ID:Yj4l3ODlJzAFepdzJJDykOykvr5-UFdOMg EMbg6vL5Rdm-iimmRUC13Dp&ikO9gm9?ykuGq -2.0.0 7.7.12 15-3-8 17-3-8 -2-0-0 7_7_12------ -- I--- - ---- 7 7 12 ---2-0-0 i i I Scale=1:34.2 4x4 fl /3 6.00[12 `\ 11 12 10 13 9 14 6x6= 6x6= 2 4 7 3x4 11 400= 6 3x4 Il i i �----- 7-7-12 - i 7-7-12 I Plate Offsets(X,Y)-- 12:0-2-8,0-2-0_1L[3:0-2-12,0 2.01,14:0-2-8,0-2-01_-„ LOADING (pit) SPACING- 2-0-0 CSI. DEFL, In (loc) Udefl Ud PLATES GRIP TCLL 25.0 plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.06 6-7 >999 360 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0,40 Vert(CT) -0.11 6-7 >999 240 TCDL .0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 6 rda n1a BCLL 0.0 BCDL 10.0 Code IBC20181TP12014 Matrix-SH Wind(LL) 0.01 7 >999 240 Weight:78 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, BOT CHORD 2x4 DF No2 except end verticals, WEBS 2x4 DF No2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-5-8,6=0-5-8 Max Horz 8=-95(LC 12) Max Uplift 8=-183(LC 14),6=-183(LC 15) Max Grav 8=853(LC 21),6=853(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. TOP CHORD 2-3=-74 9124 3,34=-74 9124 3,2-8=-7861361,4-6=-7861361 SOT CHORD 7-8=-1631374,6-7=-1141374 WEBS 3-7=01270,2-7=-211437,4-7=-231437 NOTES- 1)Wind:ASCE 7-16;Vuft=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=3.Opsf;h=25fl;Cat.11;Exp C;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2E)-2-0-0 to 1-7-3,interior(1)1-7.3 to 7-7-12,Exterior(2R)7-7-12 to 11-2-15. Interior(1)11-2-15 to 17-0-8 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)TCLL:ASCE 7-16;Pf=25.0 psf(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 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psi or 2.00 times fiat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Plates checked for a plus or minus 115 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord tive load nonconcurrent with any other live loads. 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 -,j'y0NI0 ' will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except et--lb) O� 04 ASNt� y, 8=183,6=183. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1. O 49639 AW. Off, �l'CIST6Rf'4 �SSIQNAL�� August 25,2023 ®WARNING-Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.N272023 BEFORE USE. Design valid for use only with MiTekO connec m rs tors.This design Is based only upon paraete shown,and Is for an individual building component,not MiTek" a buss system.Before use,the builcirg designer must verify the applicability of design parameters and property incorporate this desgn Into the overal burd'arg design.Bracing indicated Is to prevent budding of Individual truss web and/or Word members only.Adddional temporary and permanent bracing is aWiys required for stability and to prevent collapse with possite personal iyury and property damage.For general guidance regarding the 400 Sunrise Ave.,Suite 270 fabrioation,storage,delivery,erection and Macktg of trusses and truss systems,we ANSUTPII Quality Criteria and DSB•22 available from Truss Piale tnstitule(v ww.tpinsLwg) Rosevi@e,CA 95661 and SCSI Building Component Safety information ovalaue from via Structural Balding Component Association(www.sbcsonmponenls-can) 9116,755.357111 MiTek-US ram