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i <br /> f <br /> Job Truss Truss Type Qty ply <br /> 020518RP02 R02 MONO TRUSS 1 1 R146239 <br /> Lb o onall <br /> Trussway Manufachldng Inc,Houston,TX 8.030 s Apr 212017 MTek Industries,Inc.Wed Feb 07 09:1217 2D18 Page 1 <br /> ID:ee?DkHflD?433SXTEfbWAtySSS-Vvm9HON6304Uu5CPkhS54Xdfs000yW UI WjOwmaBi <br /> 7-9-0 13-6-0 i 1S-" <br /> 7-J-0 5-9.0 i Z8 0 <br /> ex12= Scale=1,309 <br /> REFER TO ATTACHED 'R01" REPAIR C <br /> FOR DETAIL REPAIR REQUIRED. N <br /> 2x4 II <br /> 4J70 12 M D <br /> i <br /> 1 Jix4\\ <br /> B <br /> T <br /> L 4 <br /> A <br /> I H G J K E <br /> 34% 3x5= Sx4= F SxS <br /> 1.5x4 II <br /> 13-6.0 17-5.9 <br /> a-o-0 4-2-8- <br /> Plate Offsets 0,24 0-1 <br /> LOADING (psf) SPACING- 2-0.0 CSL DEFL in Poo) Udell L/d PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 A-H >999 240 MT20 2441190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -DAB A-H >347 18D <br /> BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 F n1a n/a <br /> BCDL 10.0 Code FBC2014f1P12007 Matrix-SH Weight 88 lb FT-20°A <br /> LUMBER. NOTES- (6.9) <br /> TOP CHORD 2x4 SP No2 1)Unbalanced roof live loads have been considered for �LDPAIR DETAIL. <br /> BOT CHORD 2x4 SP No.2 SP this design <br /> W WEBS 4 SP •Except 2)Wind:ASCE 7-10;Vu1t110mph(3-second gust) JACKTRUSS UP WITHTBWORARYSHORiNG <br /> 4:2x4 SP No2 Vasd=85mph;TCDL=SApsF BCDL�.Opsf.h=25R; TO AZERO DEFLECTION PR10R TO REPAIR. <br /> BRACING- Cat.11, PROVIDETEMPORARYSUPPORTTO HOLD <br /> TOP CHORD Exp B;Encl.,GCpi=0.18;MWFRS(envelope) TRUSS MEMBERS IN PLACE DURINGAND <br /> Structural wood sheathing directly applied or 4-10-5 or gable end zone and C-C Interior(1)zone;cantilever left UNTIL REPAIR HAS aEEN APPLIED. <br /> pur ins, except end verticals. and right exposed;C-C for members and forces 8 <br /> BOT CHORD THIS REPAIR IS BASED ON INFORMATION <br /> MWFRS for reactions shown;Lumber DOL=1.60 plate <br /> Rigid tatting directly applied or B-0-0 cc bracing. grip DOL=1.60 I RECENED FROM CUSTOMER. <br /> 3)This truss has been designed for a 10.0 psf bottom iT IS THE RESPONSU30M OF THE BUILDING <br /> chord five load nonconcasrentwith any other lire loads. INSPECTORS CONiRACTORTD VERIFYTHE <br /> REACTIONS. (Ib/slZe) ADEQUACY OF THIS REPAIR TO MEET <br /> 4)Provide mechanical connection(by others)of truss <br /> A = 474l03-8 (min. �THE taaDCONWiION. <br /> F = 92210.3-8 (min.0-1-8) to bearing plate capable ofwhitstanding 39 lb uplift at <br /> Max Horz joint A and 99 lb uplift at joint F. j THIS REPAIR DOES NOT IMPLY THAT <br /> A = 102(LC 12) 5)This truss has been designed for a moving THE REMAINING PORTION OF THE <br /> concentrated load of 50.01b dead located at all mid <br /> Max Uplift .TRUSS iS UNDAMAGED.THE ENTIRE <br /> A = -39(LC 12) panels and at all panel points along the Top Chord and TRUSS SHALL BE INSPECTED TO <br /> F = -g9(LC 9) Bottom Chord,nonconcolrrent with any other fire loads. VERIFY THAT NO I URTHER REPAIRS <br /> Max Grav 6)NOTE Refer to the attached Trussway Notes, ARE REQUIRED. <br /> A 501(LC 23) Appendices and T-1 sheet for more information. <br /> F = 922(LC 1) 7)NOTE Ad truss and ccmporrentdesigns utill'as <br /> manufacturer published connector design values and <br /> FORCES. (lb) rules-writing grading agency published lumber design <br /> values all in accordance with buss design software <br /> Maximum Compresslon/MaximumNension requirements and the applicable edition of ANSI)PI 6�� <br /> TOP CHORD s �OF ]' Q <br /> A-L - -819169 B-L = -746181 1. Where Southern Pine lumber Is specified, <br /> B M -005/81 C M = -03B/77 Supplement No.13 to the 2002 Standard Grading <br /> = -866/148 C-N = 2y31 Rules for Southern Pine Lumber and its provisions <br /> C-F <br /> D-N = -SW25 D-E = -131/43 d <br /> and appendices shaft apply. *CHORD .................. <br /> *. <br /> A-1 = -1321718 H-I = -t321716 o© <br /> 8)NOTE The truss design accounts for IBC Section ..............803.3.1 and NFPA13,NFPA13R or NFPA13D <br /> -I I p 1QBAL H.A. GAGAN <br /> F _ _ 172 compliance requirements relating to a 250 LB,short / ...........•....... <br /> H - 15� a -�q�/ term(cd--?_0)installer load to be supported at a -0. 81300 <br /> E-K = -145169 hanger.point on top chord or by two trusses on sa�o.C/ �O. <br /> bottom chord,non-conclment with other fire loads. u <br /> B-HBS = -4511143 C-H = 81/828 9)NOTE The seal on this drawing Indicates p�lC�ps OE N S'0 V <br /> C-E = 4111M acceptance of professional engineering responsibility eK&IO A`_d� <br /> solely for the truss component design shown. 4d <br /> February 7,2018 <br /> 0 WARNING-vkvVdwavpwametmandRFADNDMSONMMmDOCLUDwmrgcREFEII wwpAGEYGwmmg:omusrm j Engineeft Department <br /> Design vald faruse cnywM M9rek conneedom This design Is based only upon parameters shown,and Is for an Individual h 0durg component. 9411 Mmm SL <br /> Applobi@y of design parameters and pmper Innowma0on olmmpmrcol is respvnablGry of Mding designer-Mbuss designer.aramg shown Hmmton,Tx 77093 <br /> is for lateral st4W4d kp"dual wab members ady.Adiftnai temporary bradrQ to Insure slabSdy dudng conaVUCdan is the mspoasNW ofthe (713)691 a= <br /> erector.Additional penwont bmaing of Uw overe0 et uchm le Me rmpvnsibl w ofthe butldng designer.ForgenmW guidance r¢�dng �T�''�aw' <br /> fabricator,quarryoantm�s�torage,daIiW omot;on end brachkg consuls ANSerP11 Quality L4lteda,OSa�9 and va l aWiding Component OdarMq FL32M <br /> Safely hdormation la fremTnss Pieta Indlhrte,l,63 D'OnoMo Ddue,M7adLson,1N153719. 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