2424 WALNUT ST 2020-05-21 - Laserfiche WebLink

Job ti.. • Truss Truss Type 'Qty Ply BAKER/25078 ' • 112070389 36801055 A01 QUEENPOST 1 1 Job Reference(optional) The Truss Co., Burlington,WA,98233 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Jan 4 17:42:20 2018 Page 1 ID:iNtt5wZxghjyPSTyD WcrLTyVuEE-6CHVeK6uw05etsdXnzh 17t6eFseg9YftYtziKOzyfsX I 5-5-10 I 10-0-0 14-6-6 I 20-0-0 5-5-10 4-6-6 4-6-6 5-5-10 Scale=1:34.8 5x6 = 6.00 12 2x4 �% \1 2x4 i • *`a v� Aft- VI" �I 1 5 EP T:16 7x8= 6 A-4- 7x8 7x8 = 358 = I 10-0-0 I 20-0-0 10-0-0 10-0-0 Plate Offsets(X.Y)- [1:0-5-0.0-4-0].[5:0-1-11.0-4-0] LOADING (psf) SPACING- 6-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.13 1-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.15 1-6 >999 180 TCDL 5.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.04 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-S Weight:110 lb FT=10% BCDL 1.0 LUMBER- BRACING- TOP CHORD 2x6 DF SS TOP CHORD 2-0-0 oc purlins(4-4-4 max.). BOT CHORD 2x6 DF SS BOT CHORD 8-0-0 oc bracing:1-5 WEBS 2x4 DF Stud NOTE:IF ACTUAL SPACING OF THE TRUSS IS 2-TRUSSES REACTIONS. (lb/size) 1=1817/0-5-8 (min.0-1-15),5=1817/0-5-8 (min.0-1-15) 12'-0"O.C.(ONE EACH SIDE OF POST)THE SPACING Max Horz 1=180(LC 10) OF THE BOTTOM CHORD LATERAL BRACING MAY BE Max Uplift 1=-729(LC 10),5=-729(LC 11) INCREASED TO 12'-0"O.C.PROVIDED CONTINUOUS 2X_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=-3164/1215,2-7=-2242/882,3-7=-2036/917,3-8=-2036/917,4-8=-2242/882, BLOCKING WITH 10D NAILS AT 6"oc ALONG EACH B.C. 4-5=-3164/1217 BOT CHORD 1-6=-1111/2674,'5-6=933/2674 CONT.KI2x WEBS 2-6=-1097/668,3-6=-476/1021,4-6=-1097/670 BLOCNG 1' F1 NOTES- r`li TfP,10d IL 1)Wind:ASCE 7-10;VuIt=110mph(3-second gust)Vasd=87mph;TCDL=3.0psf;BCDL=0.6psf;h=25ft;Cat.II;Exp B;partially; MWFRS(envelope)gable end zone;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. t,„:, 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 b."; verify adequacy of top chord dead load. .:i 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 ,,, t., will fit between the bottom chord and any other members. - . 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 729 lb uplift at joint 1 and 729 lb uplift at �,�cc t joint 5. 4.0..ti', fiyt r 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 1[0dI :.4.4 i'w At LOAD CASE(S) Standard oJr � 1 - ____/ January 5,201#, i' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE AAI:-7473 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 "t„,..' 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/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. t1y.,, a�gy�* ile.i R V SSCO.INC.