17-18444 - Laserfiche WebLink

Browse Search

Job Truss Truss Type • Qty Ply Premier Housing T1081'1005 037216 q07 Scissor 5 1 Job Reference o tional Hilek Truss LLC, Brooksville,FL. 7.640 s Apr 19 207 6 M7ek Industries,Inc.W ed Apr 051329:44 2017 Page 1 ID:xs3wFp1 uqjfwyM8e7CQAhbzYMUi-x4koUXAaanluooOiAOVtKCHhrKzehOtkrSFPGvzTmVr i 6-0-11 71-5-3 16-4-0 21-2-13 26-7-5 32-8-0 34-0-0 � 6-0-11 ' S-4� ' 4-10-13 4-10-'I3 5-4-8 6-0-11 1-4-0 Scale=1:57.8 4x4 I I 4 5.00 12 3x4% 3x4� 3 5 1.Sx4= 7.Sx4� 2 6 10 7x10 MT20HS= � 11 9 m � � 3x4= 3x4= 7 8 I` 0 0 0 2.50 12 • 3x8� 3x8% 8-8-7 16-4-0 23-1Y-9 32-8-0 8-8-7 7-7-9 7-7-9 8-8-7 Plate Offseis(X Y)-- �1:0-0-13 0-0-6� �4:0-2-4 0-2-01 f7:0-o-13 0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.52 9-10 >748 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(fL) -1.31 9-10 >300 180 MT2oHS 187/743 BCLL 0.0 ` RepStresslncr YES WB 0.86 Horz(TL) 0.72 7 Na Na BCDL 10.0 CodeFBC2014lfP12007 (Matrix-M) Weight:1451b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Stnacturai wood sheathing directiy applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1305/0-7-10,7=1388/0-7-10 Max Horz 1=-202(LC 8) Max Upliftl=-360(LC 10),7=-436(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All Torces 250(Ib)or less except when shown. TOP CHORD 1-2=-4930/2524,2-3=-4509/2196,3-4=3362/1606,4-5=-3363/1606,5-6=-4490/2166, 6-7=-4902/2480 BOT CHORD 1-11=-2223/4580,10-11=-1690{3929,9-10=-1679/3922,7-9=2176/4551 WEBS 4-10—994/2268,5-10=-853/602,5-9—131/539,6-9-390/423,3-10=855/613, 3-11=-155/544,2-11=-396/441 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=5.Opsf;BCDL=5.Opsf;h=17ft;B=45ft;L=38ft;eave=5it;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces R MW FRS tor reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Ail plates are MT20 plates unless otherwise indicated. 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 fit between the bottom chord and any other members. 6)Bearing at joint{s)1,7 co�siders parallel to grain value using ANSVTPI 1 angle to grain tormula. Building designer should verify capacity of bearing surtace. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 360 Ib uplift at joint 1 and 436 Ib uplift at joint 7. e)Waming:Additional permanent and stability bracing for truss system(not part of this component design)is always required. �WARNING-Verlty deslgn parameters and READ NOTES ON THIS AND INCLUDEO MfTEX REFERANCE PAGE Mf1-7473 rev.f0/03/2015 BEFORE USE. �� Deslgn valid for use only with MITek�connectors.lhis design is based only upon parameters shown,and Is for an indivldual building component,not a i«�ss system.Before use,�he bulldinc�designer mirst vedry the applicabillry of design pawmeters and propedy incorporate thk design into ihe overall bullding desiBn. &acing Indicated is to preveni lwckling of Individual truss web and/or chord members only Adtlillonal Temporary and permaneN Lxacin9 NiiTek" is always required tor stabllity and to prevent collapse with posstble personal InJury and property damage. For general guld�ce regarding ihe tobdcaflon,storoge,delivery,erecTion and brocing of tn��es ond irusc systems,seeANSUTPI l Quality Criteria,DSB•89 and BCSI Buiiding Componenl 6904 Parke East BNd. Safefy Inlormatlon ovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 2237 4. Tampa,FL 33610