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ob Truss Truss Type � Qty Ply Premier Housing T10611001 037256 A03 Hip p 5 Job Referenae o tional Hilek Truss LLG, Brooksvills,FL. 7.640 s Apr 19 2016 MiTek Industries,Inc.Wed Apr 051329:41 2017 Paga 1 I D:xs3wFp1 uqjtwyM8e7CQAhbzYM Ui-W V2PsV7hIswJ�tL17U FxAiafGV7xTU qf I9U 1 IfazTmVu -1-4-0 7-Q-0 it-0-0 1fi-4-0 2t-8-0 25-8-Q 32-8-0 34-0-4 i-4-0 7-0-0 4-0-0 5-4•0 5-4-0 Q-0-O 7-OA '1-4-0� Scale=1:59.0 4xS= 7.5xA IE 4x6= 4 27 5 22 6 SAQ 12 3X4 i 3x4� 3 7 c v r 2 g �1 9 � � o ]'a 0 14 13 32 1t 10 4x,�_ 1.5x4 I I 3x4= SxiO MT20FiS= 3x4= 7.5z4 11 4x4= i _ 7-0-0 it-0-0 , 16-4-0 21-8-0 25-8-0 32-8-0 �.._� 7-0-0 4-0-0 ' S-4-0 5-4-0 —�� q-p-0 7.p.p PlateOffsets{}(,Y)-- (4:0-3-0,0-t-72),(6:0-3-4,0-7-121 f12:0-2-80-3-41 LOAQING(psf) SPACING- 2-q-0 CSI. DEFL. in (Iaa) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.17 12 >999 240 MT20 244/190 TCD� i0.0 Lumberdd� 1.25 8C 0.68 Vert{TL} -0.43 i2-13 >919 180 NiT20HS t871143 BCLL 0.0 " Rep Stress Incr YES WB 0.19 Ho2(TL) 0.14 8 Na Na BCDL 10.p I Code FBC2074/TPI2q07 (Matrix-M) Weight:1651b FT=20% lUNtBER- BRACENG- TOP CHORD 2x4 SP No.2 TOP CHORD Siructural waod sheathing directly applied or 3-2-6 oc purlins. BOT CHORD 2x4 SP Na.2 BOT CHORD Rigid ceiling dlrectly applied or 5-10-70 0o bracing. � WEBS 2x4 SP No.3 REAGTIONS. (Ib/size} 2=1387/p-7-10,8-1387/q-7-10 � Ma�c Horz2=-144{l.G 8) � Max Upiift2=-434(LC 10),8=-434(LC 10) FORCES. (!b}-MaSc.Comp.(Ma�Ten.-Ali farces 250{ib}or less except when shown. TOP CHORD 2-3=-259811271,3-4=-2219/1165,4-21=-2262/i238,5-27=-2262J1236,5-22=-2237I1217, 6-22=-2237/1217,6-7=2216/1167,7-8=-2599/1271 BOT CHORD 2-14=-1005l2324,13-14�-1005l2324,12-13=-772/1992,11-12=773/1989, 1 0-1 1=-1 0041232 5,8-10�-100412325 WEBS 3-13�-427/288,4-13=135/374,4-12=163/462,5-12=343/285,6-12=-145/444, 6-11—141/353,7-11=439/285 NO7E5- 1)Unbalanced roof live loads have been cansidered for this design. 2}Wind:ASCE 7-10;Vuit=l4omph{3-second gust)Vasd=4p8mph;7CDL=5Apsf;BCDL=S.Dpsf;h=17ft;B=45ft;�=38tt;eave=5ft;Cat.I!; Exp G;EnGL,�Gpi=0.t8;NiNiFRS{directionai}and GC Exterior(2}zone;C-C far members and fosces&MUJFRS 1or reactians shawn; Lumber DOL=1.6o plate grip DQL=1.60 3)Provide adequate drainage to prevent water ponding. 4)AII plates are MT20 plates unless otherwise indicated. 5)This truss has been designed far a 70.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`7his truss has been desig�ed for a live load ot 20.Opsf on the baltam chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will (it between ihe boktom chord and any ather msmbers. 7)Peovide mechanicai connection(by others)of truss to bearing piate capabte of withstanding 434 Ib uplif#at joint 2 and 434 ib upiift at joint 8. 8}Waming:Additlona!permane�t and stabflity bracing for truss system(not part o!this compo�ent design)is always required. � , �WARNtNG-Vetffy destg»paramsiers aad READ NQTFS ON TXtS AND tNCtUpED MTTEK REFFRRNCE PAG£MR•74T3 reu Ydl03t1Dt6 BEFDRE U3E �� Design valitl far use only with MlTekc�connectors.lhis deslpn Is based only upon parameters shown,and Is far an indivldual bullding companeM,na1 a iruss system.FSefore i�se,ihe building designer must vedfy the applicablllty of desipn parameters and properly tncorporafe ihis design iNo ihe overall buflding design. &acing Indicated is to prevent Lwckl[ng of indivldual tniss web and/ar clvxd members pMy Addilional temporary and permanent bractng �!'��` fis always required for sfabfliiy and ta prevenfi coltapse w8h�as�bie persanal Enjury ancf property damage. For generai guidance regarding 1he faladcafton,storac�e,detivery,erectiran and bracing of fnlsses and iniss systems,seeANS)/iPl t 9natity Cdteria,D56-8P artd BCSi 8uiiding Componen# 6904 Parke East Btvd. Sa(efy Informqtlon ovalahle Gom Truss Plote Institufe,218 N.Lee Stteet.Sulie 312,Alexandda.VA 22314. Tampa.FL 33610