17-18444 - Laserfiche WebLink

Browse Search

Jab Truss Truss Type • Qty Ply Premier Housing T10811002 037216 A04 Hip p � Job Reference o tional Htlek Truss LLC, Brooksville,FL. 7.640 s Apr 7 9 2016 Mi fek Industries,Inc.W ed Apr OS 1339:42 2017 Page 7 I D:xs3wFp1 uqjfwyM8e7CQAhbzYMU i-_hc23r8J292ANtK2zSP FnCLAW I N DBTROBmIC1 zTmVt -t-4-0 7-0-0 13-0-0 19-8-0 25-8-0 32-5-0 34-0-0 1-4-0 7-0-0 6-0-0 6-8-0 6-0-0 7-0-0 1-4-0 Scale=1:59.0 Sx5= 5x5= 4 20 21 5 I 5.00 12 3x4� 3z4� 3 g . 71 12 6x6= 10 � 4x4% 4x4� m p 13 9 � �� 1.Sx4 I I 1.5x4 I I 8 Io 2.50 12 3x8� 3x8� � 7-0-0 13-0-0 � 16-4-0 19�-0 i 25-8-0 � __ 32-5-0 ' 7-0-0 6-0-0 3-0-0 3-4-0 6-0-0 ` 7-0-0 Plate Oifsets(X Y)-- �2�0-0-9 Edqe� f4'0-2-12 0-2-5] �5�04-12 0-2-8� f7'0-0-9 Edqel (11�0-3-0 0-3-8� LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.o Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.54 11 >722 240 MT20 244/19� TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -1.36 11 >288 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(fL) 0.77 7 Na Na BCDL 10.0 CodeFBC2014/TPI2007 (Matrix-M) Weight:1461b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly appiied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. W EBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=138710-7-10,7=138710-7-10 Max Horz 2=167(LC 9) Max Uplift2=-434(LC 10),7=-434(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4831/2294,3-4=-4007/1856,4-20=-4747/2168,2041=-4747/2168,5-21=-4747/2168, 5-6=-4007/1856,6-7=-4831/2294 BOT CHORD 2-13=-1991/4474,12-13=2000/4493,11-12=-1417l3701,10-11=-1417/3701, 9-10=-2000/4493,7-9=-1991/4474 WEBS 3-12=-806/558,4-12=-139/421,4-11=-470/1340,5-11=470/1340,5-10=-139/421, 6-10=-819/558 NOTES- 1)Unbalanced roof live loads have been considered forthis design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45Tt;L=38it;eave=5ft;Cat.il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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 tit betwee�the bottom chord and any other members. 6)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 434 Ib upliit at joint 2 and 434 Ib uplift at joint 7 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. �WARNING-Verlly deslgn parameters and READ NOTES ON THIS AND 1NCLUDED MITEK REFEAANCE PAGE MlF7473 rev,f0/03/2075 BEFORE USE. �� Design valid for use only with MITek�connectors.lhls deslgn(s based only upon parameters shown,and is for an Indlvidual twilding component,not a huss system.Before use,ihe building designer musi vedfy ihe applicabillty of deslfln paramefers and propedy incorporaie this design inio the overall T builtling design. &acing indicated Is to preveni lwckling of individual iruss web and/or chord members only Additional femporary and permanent bracing �i l�k• ts always requlred for slabfllty and to prevent coilapse with possible personal InJury and property damage. For general guidance regarding ihe (abricotion,storage,delivery,erecflon and brocing of inisses ond iruss systems,seeANSI/TPI1 Huailty Criter7a,DSB-89 and BCSI Building Component 6904 Parke Easf BNd. Safely Intormafion available from Truss Plafe Institute,218 N.Lee S1reeT.Suite 312,Alexandda,VA 22314. Tampa,FL 3367 0