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Job Tm �TMnlssNTOYPTORLISS <br /> CAY Ply SAYNIEL VSD020518RP02 R01 1 1 R146238 <br /> Job Raferencei Ona <br /> Tfussway Manufacturing Inr-, Houston,TX 8.030 s Apr212017 Mrrek Industries,Inc.Mon Feb 0512:55:042018 Page <br /> i0:ee?DkHID7433sXTEfokYAzyS5S•HOUXOIOTmGu00IKT107zfaug2cWIG <br /> T-0-7 ,3.6.4 2rL7-7 2&" <br /> 7fi•7 8413 8-93 BSA <br /> MISSING 2' OF TRUSS. 4.00 F12 6cale=1525 <br /> rEACH <br /> CH'RY 2x4 SP No2 JACK SCAB <br /> REFER TOATTACHm'1102'REPAIR FACE OFTRUSS(ASSHOWN) <br /> FOR DETAILS REQUIRED. !Oct(0.14t ')COMMON WIRE <br /> g I ROWS)31 D.C.ON EACH3x4 <br /> IN ALL M17hiBFJiS. <br /> C D <br /> O <br /> B W3 <br /> N 5 <br /> A W <br /> N00 <br /> 4x4= K J L I H M <br /> G <br /> 3a4= Sx5= W= 3x5= <br /> 9.60 8.7 7 <br /> Plate Mats k0-3-2 e <br /> LOADING(psf) SPACING- 2-0.0 CS1. DEFL In (loc) Udall Ud PLATES GRIP <br /> TCLL 20.0 Plate Grip DOL 125 TC 0.72 Vert(LL) -0.16 AJ >999 240 ' MT20 2441190 <br /> TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.51 AJ a626 180 <br /> BCLL 0.0 Rep Stress Ina YES WB 0.65 Horz(TL) 0.08 G n1a nfa <br /> BCDL 10.0 Code FBC2014fTP12007 Matrix•SH Weight 141 lb FT=20% <br /> LUMBER- NOTES. (5 8) <br /> TOP CHORD 2x4 SP No2 1)Wind:ASCE 7-10;Vuit=110mph(3 second gust) ,FIELD REPAIR DETAIL. <br /> BOT CHORD 2x4 SP No2 Vasd=85mph;TCDL�.OpsF,BCOL=S.OpsF,h--Z%CaL <br /> WEBS 2x4 SP No.3 E B E 11; xp ; neL,G (envelope)BRACING- CP".18;MWFRS( pe)gable .WCKTRUSSUPWflHT81PORARYSHORING <br /> TOP CHORD end zone and C•C intedor(1)zone;cantilever left and TO A ZERO DEFLECTION PRIORTO REPAIR. <br /> right exposed;C-C for members and forces&MWFRS PROVIDE TEMPORARY SUPPORTTO HOLD <br /> Structural wood sheathing directly applied or 2-5-3 cc TRUSS MEMBERS IN PLACE DURING AND <br /> pudins, except end verticals. for reactions shown;Lumber DOL=1.60 plate grip UNTIL REPAIR HAS BEEN APPLIED. <br /> BOT CHORD DOL=1.60 <br /> Rigid ceiling directly applied or 2-2 0 or bracing. 2)This truss has been designed for a 10.0 psf bottom Tills REPAIR IS BASED ON INFORMATION <br /> WEBS Chord live load nonconcurrent with arty other live loads. RECEIVED FROM CUSTOMER. <br /> 1 Row at midpt F-G,E-G 3)Provide mechanical connection(by others)of truss to iT IS THE RESPONSIBILITY OF THE BUILDING <br /> bearing plate capable ofwtlhstanding60lb uplift atJoint INSPECTOR&CONTRACTOR TOVEiIFYTHE <br /> A and 142 lb uplift al Joint G. ADEQUACY OFTHIS REPAIR TO MEET <br /> REACTIONS. (IhiSaB) THE FIELD CONDITION. <br /> A = 1055f03-8 (min.0-1-8) 4)This truss has been designed for a proving <br /> concentrated load of 50.OIb dead located at all mid <br /> G = 1055/033 (min.0-1.8) THIS REPAIR DOES NOT IMPLY THAT <br /> Max Herz panels and at all panel points along the Top Chord and THE REMAINING PORTION OF THE <br /> A = 245(LC 8) Bottom Chord,nonconcunent with any other five loads. TRUSS IS UNDAMAGED.THE ENTIRE <br /> Max Uplift 5)NOTE: Refer to the attached Trussway Notes, TRUSS SHALL BE INSPECTED TO <br /> A = -60(LC 8) Appendices and T-1 sheet for more Information. VERIFY THAT NO FURTHER REPAIRS <br /> G = -142(LC 8) 6)NOTE:All truss and component designs utilize ARE REQUIRED. <br /> manufacturer published connector design values and <br /> FORCES. cab) rules-writing grading agency published lumberdesign r, <br /> Maximum CompressionlMaxbnumTcnsion values all in accordance with truss design software <br /> TOP CHORD requirements and the applicable edition of ANSIlTPI 1. <br /> A-N = -25401140 B-N = 2487/151 Where Southern Pine lumber Is specified,Supplement <br /> B O = -2258/106 C-0 _ -2194H16 No.13 to the 2002 Standard Grading Rules for + � <br /> C D = -1133/20 D-P = -1124/31 Southern Pine Lumber and its provisions and i P'(••,,••F�g� <br /> E P = -1017142 E-Q - -8110 appendices shall ig <br /> FQ a 26M F-G = -153153 7)NOTE des <br /> The truss design accounts for IBC Section � 5,• �'.� <br /> BOT CHORD 903.3.1 and NFPA13.NFPA13R orNFPA1SO .................. <br /> A-K = -345i2361 J-K = -US12361 compliance requirements relating to a 250 LB short <br /> term(od=2.0)Installer load to be supported at a / <br /> J-L = 232/1673 I-L _ -z3211573 / I Q B A L H.A. GAGA N <br /> hanger point on top dmrd or by two misses on bottom <br /> H-I = -2 H M = -1181784 chord,rum-concument with other llve loads <br /> WEBS_ -1 IV84 3 61784 8)NOTE The seal on this drawing indicates acceptance 81300 O.•'�rv's <br /> B.1 = -421/142 GJ = 271724 cfprofessionlengineeringresponsibility,soielyfo •rthe Q�O� /CENs�• <br /> GH - -7791167 E-H = -141766 truss component design shown. <br /> E-G = -11W169 NAIL <br /> February L <br /> February 7,2 18 <br /> ®B'ARMING-VemYdaslgnparametmawmDHomsox NISANDOJcumimu wcRamwwCEPACEMN.7/T MMREUSE Engineeft Dep2fterd <br /> Design ve4dfor use only WAh Mrrek osmedam TWs design Is based oNy upon parametem shown,and Is for an tndNWual bullft=Tq=ent 9411 Akom SL <br /> tcabl ofd etere end oongroneat rasparr9blary uitdmg grter-not buss a HoustotgTX7ra>Ki <br /> App1 rdy esign partun pmperintarpmatlon of is ofb desi designer. raring ahamn (n3)B316M <br /> IsrorlatemisuppaM1of4ldMdisdwebmemhateonly.Additlmmltempararybtadngminsmestab0ltydudngeansficctianislherespotrsib➢ityofaw <br /> amdor.Adddiwml pertnenent brecNg of Na overaa sbuGum U lha resporrst60iry ddre buMMg daejgner.For general gufdanrxr tegmdbg Oda o R.32 4 <br /> fabdcation,quaHry oonbd etomga,de etacdon end bream,oor�svit AHStRPIt Qualay Cdtede,DSBa9 and B1;St1 Building Component ��e' <br /> 8afey IsforwUon aval).eple tromTNss Pula Insinula,563 D'Deotdo Ddae,Madison,WI 53716. 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