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HomeMy WebLinkAboutTRUSS PAPERWORK4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 - - *, � :77 015 .:.- A® o �10 zz: v►nivw.A1 Truss.com TR u6i T- 1--�1 L TRUSS ENGINEERING BUILDER: RENAR PROJECT: MORNINGSIDE COUNTY: ST LUCIE LOT/BLK/MODEL: LOT:7 / MODEL:BERMUDA 1796 / ELEV:B3 / GAR R JOB#: 73568 MASTER#: WRMSBMB3 OPTIONS: LANAI 135 SQ FT W/ VALLEYS !r' = Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 4 = A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES 6 A FLORIDA CORPORATION RE: Job WRMSBMB3 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE Lot/Block: Model: BERMUDA 1796 Address: Subdivision: City: County: St Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 Roof Load: 37.0 psf Floor Load: 0.0 psf This package includes 48 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # j Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0133434 A01 G 9/17/18 13 A0133446 B02 9/17/18 25 A0133458 CJ3B 9/17/18 2 A0133435 A02 9/17/18 14 A0133447 C01 G 9/17118 26 A0133459 CJ5 9/17/18 3 A0133436 A03 9/17/18 15 A0133448 CO2 9/17/18 27 A0133460 CJ5A 9/17/18 4 A0133437 A04 9/17/18 16 A0133449 CO3 9/17/18 28 A0133461 CJ5B 9/17/18 5 A0133438 A05 9/17/18 17 A0133450 C04G 9/17/18 29 A0133462 D03G 9/17/18 6 A0133439 A09 9/17/18 18 A0133451 C05 9/17/18 30 A0133463 D04 9/17/18 7 A013344;0 A10 9/17/18 19 A0133452 CA 9/17/18 31 A0133464 D05 9/17/18 8 A01334411 All 9/17/18 20 IA0133453 CAA 9/17/18 1 32 IA0133465 E01SGE 9/17/18 9 A0133442 Al2 9/17/18 21 IA0133454 CAB 9/17/18 33 A0133466 E02 9/17/18 10 A0133443 A13 9/17/18 22 A0133455 CJ1C 9/17/18 34 A0133467 HJ2 9/17/18 11 A0133444 A14G 9/17/18 23 A0133456 CJ3 9/17/18 35 A0133468 HJ3 9/17/18 12 A0133445 B01 G 9/17/18 24 A0133457 CJ3A 9/17/18 36 A0133469 HA 9/17/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the pafa meters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSIITPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the (Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferr led or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD oftth*q T. Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. 4d36b989999e20a5lb6cde8e Page 1 of 2 A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job WRMSBMB3 No. Seal # Truss Name Date 37 A0133470 HJ5 9/17/18 38 A0133471 HJ7 9/17/18 39 A0133472 HJ7A 9/17/18 40 A0133473 J2 9/17/18 41 A0133474 J4 9/17/18 42 A0133475 J4A 9/17/18 43 A0133476 J5 9/17116 44 A0133477 J7 9/17/18 45 A0133478 J7B 9/17/18 46 A0133479 VO4 9/17/18 47 A0133480 V08 9/17/18 48 A0133481 V12 9/17/18 49 STDL01 STD. DETAIL 9/17/18 50 STDL02 STD. DETAIL 9/17118 51 STDL03 STD. DETAIL 9/17118 52 STDL04 STD. DETAIL 9/17/18 53 STDL05 STD. DETAIL 9/17/18 54 STDL06 STD. DETAIL 9/17/18 55 STDL07 STD. DETAIL 9/17/18 56 STDL08 STD. DETAIL 9/17/18 57, STDL09 STD. DETAIL 9/17/18 58 STDL10 STD. DETAIL 9117118 59 STDL11 STD. DETAIL 9/17/18 60 STDL12 STD. DETAIL 9/17/18 61 STDL13 STD. DETAIL 9/17/18 62 STDL14 STD. DETAIL 9/17/18 63 STDL15 STD. DETAIL 9/17/18 64 STDL16 STD. DETAIL 9/17/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133434 WRMSBMB3 A01 G Roof Special Structural Gable 1 1 ti Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com -11-4-p 64-12 1 11 _5 Hun: 8.3lu s 21 May its Zulu Frint: ts.ziu s May its zuits MI I eK Inausines, inc. noon z3ep 11 Zu to rage ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-90560 tnl8LEypz8VUOENcrvHdrVnK_wZZ9eVmycl` 17-8-0 1110i15 25-1-2 29-9-0 38-0-0 $9H 6-3-0 1-2-15 6 2-3 4-7-14 8-3-0 -4- 6.00 F12 5x6 = Dead Load Defl. =1/8 in 3x4 7::�- 7 8 4x6 3x6 = 3x4 = 2x4 II 18 17 15 3x6 = 19 8x8 = 2x4 11 3x8 = 3x6 = 3x4 = 29-9-0 38-0-0 LOADING(psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 2010 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.15 15-49 >999 360 TCDL 7�O Lumber DOL 1.25 BC 0.68 Vert(CT) -0.25 15-49 >928 240 BCLL 0i0 ' Rep Stress Incr NO WB 0.66 Horz(CT) 0.01 13 n/a n/a BCDL 1010 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD' 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 132,135: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 12x4 SP No.3 BRACING - TOP CHORD; Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 23-25, 18-20 JOINTS 1 Brace at Jt(s). 20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-8-0 except Qt=length) 21=0-10-4, 22=0-10-4. (lb) - Max Ho"rz 2=-197(LC 13) Max Uplift All uplift 100 lb or less atjoint(s) except 2-136(LC 12), 21=-577(LC 13), 22=474(LC 12), 13=-239(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=470(LC 23), 21=1076(LC 24), 22=822(LC 23), 13=756(LC 1) FORCES. (lb) Max. Comp./,Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=480/390,4-5=0/254,8-9=0/251, 10-11=-321/453, 11-12=430/432, 12-13=-1016/672 BOT CHORD 2-26=-108/380, 4-23=0/423, 22-23=-101 /360, 22-50=-265/355, 21-50=-265/355, 20-21=-125/455, 9-20=-184/6� 9, 16-17=411/837, 15-16=-411 /837, 13-15=411 /837 WEBS 23-26=-103/418, 3-23=-388/446, Continued on page 2 WEBS 23-26=-103/418, 3-23=-388/446, 17-20=0/390, 10-20=-434/584, 5-22=-445/225, 10-17=-289/290, 8-21 =-433/131, 9-21 =-577/282, 4-22=-370/2, 12-17=-644/542, 12-15=0/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) C-C wind load user defined. 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 2, 577 lb uplift at joint 21, 474 lb uplift at joint 22 and 239 lb uplift at joint 13. 10) Load case(s) 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.25 . Plate Increase=1.25 PLATES GRIP MT20 2441190 Weight: 292 lb FT = 10% Standard Except: Uniform Loads (plf) Vert: 1-7=-54, 7-14=-54, 25-44=-20, 24-25=-20, 20-23=-20, 18-19=-20, 18-47=-20 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=95, 2-7=56, 7-13=56, 13-14=48, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 18-47=-10 Horz: 1-2=-103, 2-7=-65, 7-13=65; 13-14=56 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=48, 2-7=56, 7-13=56, 13-14=95, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 18-47=-10 Horz: 1-2=-56, 2-7=-65, 7-13=65, 13-14=103 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=0, 2-7=-36, 7-13=-36, 13-14=-28, 25-44=-20, 24-25=-20, 23-50=-20, 21-50=64, 20-21=-20, 18-19=-20, 18-47=-20 Horz: 1-2=-14, 2-7=22, 7-13=-22, 13-14=14 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=-28, 2-7=-36, 7-13=-36, 13-14=0, 25-44=-20, 24-25=-20, 23-50=-20, 21-50=64, 20-21=-20, 18-19=-20, 18-47=-20 Horz: 1-2=14, 2-7=22, 7-13=-22, 13-14=14 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig Vert: 1-2=24, 2-7=5, 7-13=21, 13-14=13, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 18-47=-10 Horz: 1-2=-33, 2-7=-13, 7-13=29, 13-14=21 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pig 1fraiap-PIeGe 6amrdl+rnin Ik'41 i7Cf IY!iSEIrS[IiEI }6FR3i1TE1f1S 8(CF'ir1063 (7SIDNp d7T;SFIL7CC'.E;rtEMr rna;Tedd dish pumdm ed iedoatts wtSisttsaes;� Dra iyiiCCett IhAr!1sej1. isrd:u(FiCdneat!kai+.=_'yrc n:. DtAss t!!x.ite srd:Jm8eTD0; f.*r UlfeiotstnrpsRs,!%1-rtlldrt&17DHSetrGl.AsetTastCeflttFsgk<esi•,SplEkr&3tat17:saelsietrlDDrerrrenttas2ua edMepitssUEdEere!:tlEgteyte4lilG(b111kS}it{t4s�y'eFtt6p<7sIE5MelDDoily,nlnir",l,.TtxL•!�r5952t3pl�ritIl tjtilJnN!rttAttiG`r AnthortT.Tam tioIII P.E. ed Esed7simtbreErinlluiis lFerztpE iblR.ofhe0 aer thQr•id^romtd gtto; IS�rld apes tFei�rae,ndeadsN t.,sa2t udES letdls'd�d dE drf 1. lit ,ms!d14e I00 Dalai fiddtsedn Tf@tt. a.'IERSi ��7..snr iuhlldito mZkrec[t!!>IIMM`a rei vS rf. % t gFr �d•. !�• �. d�,'Tt #80083 Iht.�dE�Pes Scer ErdCwninm. dR nTssdwtin di Y6(raltteji�ise!allnWneidsle p!Idigttrspxx!Silery lrosna!n{BFSrp NistiAsp lflaad SF(An,el�.aulit'nml �ilmrz.lP lCe5tet3rresrtns 4laeft%dEai>SCf lnif4iiiter.lrtss Drsp upzErn9 rn.ikaMrUtie!se!eit 4451 St. Lucie Blvd. ¢!!rota ldiHtrotaa:eti ipetd ashumngird(pn'tsmdaed: ire Trtss ts.x Ey �nritAGTlt 6.nlatCEt7au, srlE stn�rirnrfaTS:tl+h>). tll tapdd l!t!lrpt alE EtdaHpTFiI: For6Pieirs, FL 34946 j TapTTithI O 20,,16 A!I;IoolTrusses•.AmhanpT. Temho,ill; P.E. Reproduction of this do u!nent, in any four is ptehibifed withaulthe written permission from A.I RaolTrosses; Antlronyl lo!nho 111, P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 A01 G Roof Special Structural Gable 1 1 A0133434 Job Reference (optional) A-i Rom t cusses, con rlerce, t-L 3494b, aesign(a7a'ltruss.com LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=13, 2-7=21, 7-13=5, 13-14=24, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 1847=-10 Horz: 1-2=-21, 2-7=-29, 7-13=13, 13-14=33 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-7=-18, 7-13=-1, 13-14=7, 25-44=-20, 24-25=-20, 23-50=-20, 21-50=64, 20-21=-20, 18-19=-20, 18-47=-20 Horz: 1-2=-5, 2-7=4, 7-13=13, 13-14=21 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-7=-1, 7-13=-18, 13-14=-9, 25-44=-20, 24-25=-20, 23-50=-20, 21-50=64, 20-21=20, 18-19=-20, 18-47=-20 Horz: 1-2=-21, 2-7=-13, 7-13=4, 13-14=5 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=24, 2-7=32, 7-13=17, 13-14=9, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 1847=-10 Horz: 1-2=-32, 2-7=-41, 7-13=26, 13-14=17 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Platel Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-7=17, 7-13=32, 13-14=24, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 1847=-10 Horz: 1-2=-17, 2-7=-26, 7-13=41, 13-14=32 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=24, 2-7=32, 7-13=17, 13-14=9, 25-44=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=-10, 18-47=-10 Horz: 1-2=-32, 2-7=-41, 7-13=26, 13-14=17 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-7=17, 7-13=32, 13-14=24, 2544=-10, 24-25=-10, 23-50=-10, 21-50=74, 20-21=-10, 18-19=10, 1847=-10 Horz: 1-2=-17, 2-7=-26, 7-13=41, 13-14=32 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-7=10, 7-13=-5, 13-14=3, 25-44=-20, 24-25=-20, 23-50=-20, 21-50=64, 20-21=-20, 18-19=-20, 18-47=-20 Horz: 1-2=-32, 2-7=-24, 7-13=9, 13-14=17 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-7=-5, 7-13=10, 13-14=18, 25-44=-20, 24-25=-20, 23-50=-20, 21-50=64, 20-21=-20, 18-19=-20, 18-47=-20 Horz: 1-2=-17, 2-7=-9, 7-13=24, 13-14=32 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:35201& Page Y I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-dbfUbJuP3RT5ayYK3CvTwpN410AkWnE3oDvB1 CyclYk NlFPIP§�rINF[!FKM§FAf.11llh:CAI➢JO-i77iS91"SCICEC'j,6ig3lL iEWi8C4X.iIlE91(JSi941(AT7FA(C7C:fSalflli'Iera�Ytrh(Teup§aFadma�d iwl oPltc eF MeiTu7s9niat0 iylRu Pc2lteRMunj7: rss577CrE,rdaexo- SEref.4rarn.; pPleFFiiFuwisr sld!IPe de IDA,w!y U)rtxuutiFFp!PssSsflE'!Ptt§Igt&1)yta it!eG1: AsOmiit my Fdile pilsueld FscPF.nFz§:s§FFspiIC/h�!h!<CptaillFitgeN!$d."Itlitilwo nil, M.IrFI. The Edtip+ issmimis gN:F("6W, s.WTly p§jth011 T. ;TORIbO III, P.E: el Pie Fl3iimttr i !uPli them uFd!m e!xa ,t! thernlsrdremtdG• rtlsl iNlrPFoPF� �F�,�iGi;,mna!u s4>2 tPFrus!Fde-+;rs nh eelrP i; ni FF dike ioU eil w: hell ne Fiel imss,�.�t kap sx:, i/FhllFfiie OLFfF: FGIIIR!((!m ndlild: Y -_ g9.. n ?3 t• . « 80083 11111", gsigrei Ft)ui-iN il;e, es ul catbt[e7Qp nrlx§rwmi o�pN9ies`FtnF MIGc�[Pey aFFF SPIilrltc!oenx'7§Sfl§s31iFEtdS§RIe�IStu mtrel�aFOhF geoeNga 9nc., 7PiIGtiktSam§tm i�TFSFs56ri's G't Lni[tii§lp 7rtss On 6paePreas inSS tlaMFtaier pMt d4515tt Lucie Blvd. F'§FMIFl tFrlltr§rp(G.i1',PQ AjIIF�eiFl �+YllhP§IjtII%M,K!GFf!11i:.:IAE IIP',f C15}°J'rA§illlf l5 rOr 1§tAN!§Jy P43I§1PP, Ft jfISF Sj'O:;fEt§iFN7&`©(SeIISi§. I:II fTJIi�17:�e'tiL9f6is EPi EI41TPI I: FOrC PIQ7CQ, FL 34946. (sip},igh1(0'2D1d A-1 ipaliiusses,An§honp i. Tomho lll;P.E. RepFoduFtiod c(16is Flua;mpen; in aor ItFmjs piobihNed with O tht WitteP Omission hom A71 Wf Trusses-AntfioeyT;iom6u 111, P.I. Job Truss Truss Type Qty A0133435 WRMSBMM A02 Roof Special 4 �PIY 1 �RENARIVIORNINGSIDE p Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 11 1 4 7 6-9 4- Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:35 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-dbfUbJuP3RT5ayYK3CvTwpN8gOCHWn I3oDvB1 CyclYk 6-8-8 6.00 F12 3x6 = 2x4 11 Dead Load Defl. =1/8 in 6 7 3x4 3 oa 1 2 � 3X6 i 4x6 i T 4 5 1 0 3 W6 3x4 83x6� 9 8 3x4 10 1 0 0 19 6x8 — 14Rr 1�Y'2 21 20 a q 3x6 = 4x4 = 8x8 = 16 15 13 3x6 = 2x4 11 3x6 I I 3x8 = 3x6 = 1.5x4 II 7 6-9 11-11,-612 10 10 17-1-017- -12 24-4-8 30-9-5 38-0-0 7 6 9 4-3-13 4-2 6 0-11-12 7-1-12 6�-13 7-2-11 Plate Offsets (X Y)— [7:0-3-0 Edge) [17:0-2-4 0-2-12) [18:0-5-12 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 21-24 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 21-24 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 226 lb FT = 10% LUMBER- I TOP CHORD2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B4,B2: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or4-2-7 oc bracing. Except: 1 Row at midpt 6-17 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 8-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance,with Stabilizer Installation guide. i REACTIONS. (lb/size) 2 = 585/0-8-0 (min.0-1-8) 16 = 1669/0-3-8 (min.0-2-0) 11 = 732/0-8-0 (min.0-1-8) Max Horz 2 = 197(LC 13) Max Uplift 2 = 153(LC 12) 16 =-365(LC 12) 11 =-256(LC 13) Max Grav 2 = 590(LC 23) 16 = 1669(LC 1) 11 = 785(LC 24) FORCES. (Ili) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.! TOP CHORD 2-3=-684/406, 3-4=-290/208, 4-5=-56/300, 5-6=-46/3865 7-8=-40/375, 8-9=-435/409, 9-10=-574/406, 10-11 =-1 130/637 BOT CHORD 2-21 =-1 13/561, 17-18=-2/299, 16-17=-1603%1041, 6-17=-637/392, 14-15=-401 /948, 13-14=-401 /948, 11-13=-401/948, 4-18=-189/485 BOT CHORD 2-21=-113/561, 17-18=-2/299, 16-17=-1603/1041, 6-17=-637/392, 14-15=-401/948, 13-14=-401/948, 11-13=-401/948, 4-18=-189/485 WEBS 18-21=-99/595, 3-18=-423/451, 4-17=-640/464, 8-17=-726f705, 8-15=-172/426, 15-17=0/468, 10-15=-580/495, 10-13=0/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 2, 365 lb uplift at joint 16 and 256 lb uplift at joint 11. LOAD CASE(S) Standard i ' d'aearl-ilea, @¢xllimytre n.-s i thi'rhm PSiilir}Oki ink d (C1.V S3 (dS1340. Ktii'}:.CY.7LA,azstEr, Inn iulll drsip pmadtH aad iaasl.s H ItiisUsssdxp } aviy{R.; esl Me 2dlierl: itz3a0; t E:Idsert SF!sk:!`re ¢Ss, a:l!ss ettxr¢t sldel rotleTCP,etlp !life xsnaPt pkhs,4dlta nedhrttc lJUn!siull. Meims hsil.ii0ma0e.57cmi4 ita!r D! sWIt. ru anpxtasxtmputtdth prdHdetdetratne3espaedidtlyh llthMin!af'S Elrsfgml v-dt- altaala M-1. T6hnip AflthofiY.T. Tombo IIi-P.E. &Jose dais 1-11c y l'trul is rh xspt Jlfidia a sth one's;:. !mt,edt•1le Ufu Psix.;nn;tiaaidth 11a.1x1 lit I'I-JUb¢nit a+In1.,1,srasl!dthe00 iA ai add ataIt, lass, Ipt&aib4.1:s111e-"usPadua adhrit sad Mtrs eipxsh3+. s1. «.$6083 as dr!u'p CHpeia cma'im„dlit14s xi at i;ff Tlw al In, iraslnesadpPd!Bees'd He GIItia9 (utp axt SPlery la`araMY t(SI!pellisted§T I!I aelSl(Antrelei xitdhe to<rat dms 1P lxiks'F!¢KF¢0!II`nt!a141iiN a�;h1!P1�ttilllx,l!F!StH!p1.t1�11:tf('tl ix!iild9deC!I!¢.tt'.H! ' te3Fr he 1[fiat1E diesktaa esl a',euxAti Ili] uitsl ,Irti.Tfaa.ss 6ssta l ris.76itxtalia Cis: u,' .s5 m' itrda 1�r,'!, lA 'd:t!d`arBs er¢is dd�ni4 iaRil. - •.451 $t:• LUcle Blvd. r F N. 9 r 1 r, T 1 M. riyte T, t m1 Fort Pjeice, FL 34946 (dpyiighlfllDIAA4Roetliusses-.Anlhaopi.Tomho116P.E. Repioduuoeofibis document, inany ialm.Isprohlbitedwitheolthe wrihenFamissionhomA-lda611rosses,AnthsioyMomhollljl I Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 A03 ROOF SPECIAL 2 1 A0133436 Job Reference (optional) n, i,ua� , un rictcc, re_ �lovo, uCssynLa tzeuss.GUm Run: 8.2i0 s May 18 2018 Print: 8.21U s May 18 2018 MiTek Industries, Inc. Mon Sep 17 1,1:33:3&201$ Page T ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-5nDsofvl glbxC67XdvQiT1 wH5QR7FCdDOtekZeyclYj 1 4- 9-0-0 17-8-0 24-5-4 30-10-5 3 -O ' 9-4 4 9-0-0 8-8-0 6 9 4 6 5 2 7-1-11 -4- 6.00 F12 5x6 = M o tjo -v axo - 13 11 3x6 = 1.5x4 11 15 6x8 = Us = 3x4 II 1.5x4 11 9-0-0 17-8-0 24-5-4 30-10-5 38-0 0 9 0 0 8-8-0 6 a� a_�_� �_�_„ Dead Load Defl. =1/4 in _Plate Offsets (X,Y)— r4:0-3-0,Edge] [7:0-3-0 Edge] r16:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.22 18-24 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.44 16-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 208 ID FT = 10% LUMBER - TOP CHORD 2x4 SP M 30'Except' T& 2x4 SP No-2 BOT CHORD 2x4 SP No.2 'Except' 134: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-16 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-16, 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 1487/0-8-0 (min.0-1-12) 2 = 148710-8-0 (min. 0-1-12) Max Horz 2 = -197(LC 13) Max Uplift 9 = -381(LC 13) 2 = -357(LC 12) Max Grav 9 = 1487(LC 1) 2 = 1487(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2612/1590, 3-4=-1824/1223, 4-5=-1 706/1241, 5-6=-1 78411255, 6-7=-2002/1427, 7-8=-2142/1424, 8-9=-2678/1651 BOT CHORD 2-18=-1137/2261, 17-18=-1137/2261, 16-17=-1137/2261, 12-13=-1310/2333, 11 -1 2=-1 310/2333, 9-11 =-1 310/2333, 5-16=-711 /f-145 WEBS 8-13=-562/482, 8-11=0/272, WEBS 8-13=-562/482, 8-11=0/272, 13-16=-868/1806, 6-16=-488/484, 3-16=-839/704, 3-18=0/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8[ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 9 and 357 lb uplift at joint 2. LOAD CASE(S) Standard Gr.4iq Ilar!!IwFayNrrt:i4R fi!'dltDGF 171SS31,'S[[L[fj.60185(iFINS8CCM9fIC4S (JS1CM1+A1tlr1CY7Ci5(f7vYENi 1414: tertlt Glly�rnladtrs a4dieiaill Nii,1..7s-Jn.»lltv., 1 ad the kkit l: I'd,!; Wlil na Sk"i i3, -Ia. Him TO ailtno Wie4uva[nrt4xs>5lIf:: Fsel httrz i)014k 14Y: Asa ilaa: DMIL4fiyk<N(I Fpnldtp G.are6;,,Po fl41na1NDle6elsegsFawtFp�au [d lie ir4l!sslnd tezeF IFgr yo45Ulitllbr iLe dFsip4il tlesx�'!$F!sLtTad FallelDDaih:rrtd lr'F1,.Ril:si�, nvupnle!latEaptel8nx:; stitollli'1 ed 41t S i!a 4rteilf Isik ets FF idlA. elt!,tOne!hOi�LisitatiFd¢ ol4e k+llirc Oev t4t.(intN FI04[;f4 ". udBe 6[dL+;ds RlF e4dTPtl nt IF<I lht iDD 4talNntll4Fl lil!l Lf4!F.4d t1.!R:E<PSh!!4!�14OdLr1[Il4 JL4DWlt!l4tiL!A�sf. i,y T.. ffell0;l.tp/P:6 ki rm!tsD CesuJh rrsR4"4N.L!I a4s sF[d iF eti¶IP Lil[s lrAileS �fgvJ�[esd0e pilt!ry'tFalylu S4lery.De4amuR(fi!ldlisted5j IN4ISLLLiiiiefyt4u4hF Dtltidp:lm RLl tecii3erntlwL.nes uldi:s�'B Lni Dtv�eri cii ]ezp E��erplfn itlarAFBeieF:aLns F3Fnis4 adtedEta4v:eC igeFdtl)invrmF�lldljFris!aelil7.,Ipliret;"�S!x;yuee�Is SCiluEa'iaiCes'gaw,4[Tn sS7Y�a iyiieeirarinlA4! An [4pF�R•.Igim nits d¢fia[(ia1tFL - LuBlvd.494 5451 St:de (op}Mehl©4D16A:1&ogfTiusses-XnthunyT.Tom6gIILP.E.RepiodUifiano(14is'dpromem;inanyEoim,ispto6ibfltdyrithp!itihawiitlenpaFm!ssiontlam�A,IRaoftr'o}tes;AgthonyTaom6o111,P.t: ;Eort.P[e.[e;'F.L ,6; Job Truss Truss Type Qty RENARMORNINGSIDEA0133437 I WRMB3 A04 Roof Special 1 �PIYSIVIE51 a � Job Reference (optional) A-1 Koot I cusses, t-ort r!erce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 180018 MiTek Industries, Inc. Mon Sep 17 11:33:36 2018 Page 1 ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-5nDsofvl glbxC67XdvQiT1wF7QS7FFsDOtekZeyclYj 1 4- 6-5-13 11-10-7 17-8-0 23-0-6 29-1-12 38 N 9-4 �- 6-5-13 5 4-10 5-9-10 5 4-6 6-1-6 8-10 4 4 6.00 F12 6x6 = 6 Dead Load Defl. = 5116 in 1.5A 3 3x4 T 4 5 3 2 3 W5 2x4 11 7 4x6 8 W7 3x4 9 1 ,,.s 2 1Ri 6 1 7x10 = 12 1 (n 0 0 17 16 24 14 1.5x411 2 11 0 15 d v 3x6 = 3x4 =3x6 = 4x8 = 2x4 11 I 3.00112 4x8 9-14 17-8-0 23-0-6 29-1-12 38-0-0 9-1 4 8 6 12 513 6 6-1 6 8-10� Plate Offsets'(X Y)— [6:0-2-0 0-1-12] [8:0-3-0 Edge] [10.0-1-14 Edge] [13:0440-3-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.42 12-13 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.78 12-13 >588 240 BCLL do * Rep Stress Incr YES WB 0.64 Horz(CT) 0.39 10 n/a n/a BCDL 101'0 Code FBC20171TP12014 Matrix -MS Weight: 208 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* i T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 133: 2x4 SP No.3, B4: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-15, 613 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quicle. REACTIONS. (lb/size) 2 = 1482/0-8-0 (min. 0-1-12) 10 = 1482/0-8-0 (min.0-1-11) Max Horz 2 =-197(LC 13) Max Uplift 2 =-360(LC 12) 10 =-383(LC 13) Max Grav 2 = 1482(LC 1) 10 = 1482(LC 1) I FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1667, 34=-2447/1598, 4-5=-1766/1252, 5-6=-1691/1272, 6-7=-3621 /2344, 7-8=-3574/2163, 8-9=-3672/2142, 9-10=4588/2708 BOT CHORD 2-17=-1237/2327, 16-17=-903/1933, 16-24=-903/1933, 15-24=-903/1933, 7-13=-302/396, 12-13=-2287/4129, BOT CHORD 2-17=-1237/2327, 16-17=-903/1933, 16-24=-903/1933, 15-24=-903/1933, 7-13=-302/396, 12-13=-2287/4129, 10-12=-2290/4132 WEBS 3-17=-308/382, 4-17=-233/505, 4-15=-611/558, 13-15=-537/1602, 6-13=-1543/2694, 9-13=-830/730, 9-12=0/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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, with BCDL = 10.Opsf. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint 2 and 383 lb uplift at joint 10. LOAD CASE(S) Standard I Grriat Flttse N(nsrHr (airs Ix'A 11�C R^.iS3t•S[IIEi"} 6[N9ki TftW58 (CF911ClS (J31CkS %1l 1.[Xa[.isaalEMi rise: teiar dtu rnre9m ml send a>t s a.ltisliess Dntiad svntjlP;:et2if:Isnujl, i5c1s. y! Eleflnae 3!!e! �An nt; UsL•srethvsist side) m(Ir10@;ndt �klfeYuw;Nrt4xs sSAl;�tceOrtte TOD Serdd.AtclossD.,pf.pttnf!e,3[e(N!ry Guu?:`f7e s,tl.. aTlDDnrraals v mp"thirst!ss!ud eut(.nn nsoots0ilDjh, Ne lsslsiJttril(xe1 Sl:=_vlwneIDDt;V,.MT,'Lgrithdny.T. Tombo:3II/PZ cdn stsLss,'wurleil[h5isleerzsrmDSld:Ara4 sNtD.iiiiotom(deSeso•t4etulltfltsideretSe�ntlelsitslt[,ms»:nisielt,�k:i'f�anle'IfAd,11t[�nn�[iNelDOluY,@e!dtstAd!rnsi,rsdR(} *RA.;ia:s7e iuldtitiuudl(i;fgs4sii eN!itgratil:i.d• w.80083 ttttu:FriQes�gx�nd(eris?e�.P.!nzs(IednrtiT4D Hiss jrauesalStU�luesdn!trilfuS[(ar aerl Stleh Fr3enrfin;m!yrit!istatirne�e srumit!u;udtt(yeenn(:S.w..nlasc%[ri�Ftas:srne!tssia:sera!_lnsfla3lpn Tttssln::!s}h!n(5finst MCMtFtnt,wtis 4451 St. Lucie Blvd. 'tttrsiuiif�(tkraGil:mYge(de�sdv(itigMellpstsiHcsel..kiln!s -enFy t i;,1@tee6(.lorCts:aier,t ti!!sSjsznEittie(r.©p5nlfi . k11(ep71(;94;mtiecii(h,tlhiPFl. Fort:Pf&ce,'FL 34546. (apllighfirJ2Q1GAI6oeSTiapses-,AnihonpJ,Tomh(iIILP.E. Repiodudiaoolidisdofument,inaoylorm,kpohibifedwithcuftfiewsihenparmissionfiamAlRaolTiokses;AbIhinfl:Wbo111,PJ B3 Roof Special RENAR M A0133438 Fort T 0 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. 1-4- 45-6 11-7-2 17-8-0 24 6 15 31-5-15 38-0-0 9 -4 4-5-6 7-1-12 6 0-14 6 10-15 6-11-0 6-6-1 4- 5x8 = 6.00 12 4x8 4x8 Dead Load Defl. = 9/16 in 8-2-1 13-5-4 16-4-0 21-5-0 2 -11 28 9-5 38-0-0 Plate Offsets (X,Y)— 8-2-1 [2:0-1-14 Edgel [4:0-3-0Edgel 5-3-3 [8.0-3-0 Edge] 2-10-12 5-1-0 - [10.0-1-14 Edge] 5-10-1 9-2-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.55 12-14 >833 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.03 15-17 >443 240 1 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.66 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 219 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP-M 30 'Except` 63: 2x4 SP No.2, F2: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1482/0-8-0 (min.0-1-11) 10 = 1482/0-8-0 (min.0-1-11) Max Horz 2 = -197(LC 13) Max Uplift 2 = -360(LC 12) 10 = -382(LC 13) Max Grav 2 = 1482(LC 1) 10 = 1482(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4727/2872, 34=-4412/2421, 4-5=4348/2437, 5-6=-3491/1945, 6-7=-3449/2077, 7-8=4256/2573, 8-9=-4320/2558, 9-10=4693/2889 BOT CHORD 2-17=-2406/4271, 16-17=-1831/3792, 15-16=-1817/3815, 14-15=-914/2610, 13-14=1800/3598, 12-13=-1816/3577, 10-12=-2488/4243 WEBS 6-15=-905/2008, 6-14=-710/937, WEBS 6-15=905/2008, 6-14=-710/937, 7-14=-643/667, 7-12=-288/595, 9-12=-334/496, 5-15=-718/704, 5-17=-73/521, 3-17=-306/555 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 1.5x4 MT20 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) 2, 10 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 360 lb uplift at joint.2 and 382 lb uplift at joint 10. LOAD CASE(S) Standard wcdq fln:eeknalNr snne lh'A"I IN IPfSS3('SMII6 i L'HW&(,IhGT(CNS[6Stumfft�d;i(u/arLE,�:.wii-aa, inAp detigepatrrdtnasd imdoatstnYnsi s}es �n hwigllfry_arl IN Art htpl:Tmhill,f.1.11 xrskYlas" •t ett. u>tist�iirl.,:e nael tc tklgP;r>Mp Wfntttrtatr4t!e. shad hetsellntte i3ata Se tefil. Asn (lost Desgt figetettN.p Spe 4lt(Grl ar;,We sttln milD�!greaeetsm racspsva td eiepst=sstnd ql,, mgs.sfaniNlaP!p; lit distgaolneiiee lnn 1p!nel inHt 111)ulfW.1,}L. Rx fxpa aitmpite!..Igi#:e teeunx!, sQdir ' e:da!tdatLsiieuert16465 is 44sptni+Idi,eltat0iter tftQnttt a�:iatd epot rllflpol669esfin tli ;ml A .l! ratat Wlie lu-J itiiedi endill it gfreai'tfr. log iad®: Bell ne 6, lnst; p4;aagF a � .J':%foam.ail Erie "AsR4 t. e:i'W �thOny, T. Toffll)6:III,: P.E. f I s 80083 iktE Eta Utsis iri ftshne ill nes.a:eesa Riim.si6&dises�lgdd9 ees d!Ie pilduf(urp aetl Sdtry E[asnuu t6Wpllistiddli71ta1 SELln;el�es'udfn peesaimc'. IP teeSaes'Ee«iptas4 aei addn".ei e'w:Ltss nssl�teiteis Gpxirctd lsnswaaalsrwe!;w:`ess rlss,rite dsFttilyo6shaad etd ti a. "11lfdl per:ts ia,utt _15eT¢ss cesl:oE tetudul rxga,io Chl er,i!t� ss #�a - 4451 St; Lucie Blvd. F y g n !. tagleieri'®YSEumg u!rogMt4ttastrc?setFddhnFl FortPTerce, R�. 34946 (opjtight02016A,Iloot Pushel-aothoopLTomhaIll, P.E. Repmdudianofthis dotumesit,inany fum,ispiohihifedwithout lhewtittenpetmisstoohomA-1RuoETrusses,Audianrljomhollt,P.L Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133439 WRMSBMB3 A09 Hip 1 1 y Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 14 7-510 w 4- 7-510 i co Yr 0 Run: 8.210 s May 18 2018 Print: 8.21u s May 18 2018 Mi I ek industries, Inc. Mon Sep -1r 11 1:33:38 2018 rage 1 ID:tWYXbtUG W VXBg9MPyEYwl7zgtLu-2ALdDLxHMMrfRQHvkKSAYS?cjE8uj3yWUB7reXyclYh 17-0-0 8-4 25-0-4 32-59 38-0 0 9� 9 6-6 4- 6-8-4 7-SS 5-0-7 4 6.00 12 5x8 II 5x6 = 4x8 3.00112 16 15 14 3x4 = 3x6 = 2x4 II 6x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 2010 Plate Grip DOL 1.25 TCDL 710 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 1010 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD! 2x4 SP M 30 *Except* 62: 2x4 SP No.3, B3: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP M 30, W3: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-10-10 oc bracing. WEBS 1 Row at midpt 8-14 2 Rows at 1/3 pts 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1482/0-8-0 (min.0-1-11) 10 = 1482/0-8-0 (min.0-1-12) Max Horz 2 =-192(LC 13) Max Uplift 2 =-356(LC 12) 10 =-379(LC 13) Max Grav 2 = 1482(LC 1) 10 = 1482(LC 1) FORCES. Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4672/2642, 3-4=-3755/2053, 4-5=-3623/2066, 5-6=-3658/2231, 6-7=-1356/1155, 7-8=-1605/1195, 8-9=-2405/1531,9-10=-2711/1754 BOT CHORD 2-18=-2157/4213,17-18=-2167/4227, 5-17=-326/425, 14-15=-477/1356, 13-14=-953/1868, 13-25=-953/1868, 3x4 = CSI. DEFL. in (loc) I/deft L/d TC 0.76 Vert(LL) -0.5312-14 >855 360 BC 0.91 Vert(CT) -1.0212-14 >448 240 WB 0.98 Horz(CT) 0.59 10 n/a n/a Matrix -MS BOT CHORD 2-18=-2157/4213, 17-18=-2167/4227, 5-17=-326/425, 14-15=-477/1356, 13-14=-953/1868, 13-25=-95311868, 25-26=-953/1868, 12-26=-953/1868, 10-12=-1437/2400 WEBS 3-18=0/273, 3-17=-861/764, 6-17=-2038/4513, 6-15=-2475l782, 15-17=-1071/3096, 8-14=-720/659, 8-12=-173/560, 9-12=-385/482, 7-14=-233/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANS11TPI 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 356 lb uplift at joint 2 and 379 lb uplift at joint 10. LOAD CASE(S) Standard PLATES MT20 Dead Load Defl. = 1/2 in GRIP 244/190 Weight: 228 Ib FT = 10% I Mauq Ileaetk+rnikJrr.!iw+7:'i-ibff IiJsiEse, EdPt.6cH(ISf TEINS1CA.I<ICtl3fiS70kd%Pdl+.(P9CK'W;NFtlT'fe+r. Pertly Se;iy iu+a�ea adl ieda>te+aIbsi.�ssae<.as LavuPITCS; ue Ih Aalxyl.l+i3+i,r.trelnexF Sk;§i,xke F+e. Ilalet++Bxnmgri+d n 5, IDDdy �WI(ipuJe: PYe ,i+lt:++sell+rik 1d01�ie t+lil.A!eT+ate Dxry+EPgaea+e.SPal(I¢Gar€e`q.se+I++.onID..........e+rmsttFfth driL•ts6+d eentea+g(esPe+slNtala lte ks.ractlEei`E;aeT+sl; nelrztle*0(+asN rile iFi-I,. tex'yzmnnpi+R;.((tt+7te+dnn!,sm+ide/ AntTtOfly T: TO(nbO llI,'P.E d Selo}s irtssdu rty lalPntii lu++pn+Z,lihAP.+� e.neersefd+ta.d,m;'rie tulrn on gd;ai.i(r<t astir g(�ea( dIP 6�kde; ndF ml rAi. lie gine+I qe l�A iil iaj fidlned8e Tn3+,.iWalad(q.sz�+7�lu,dlam olkrrd ti+l MHa rnPWcf:'ryA «: 80083 1Fit�C dUesyx MCer-+Ge+. All atsulo+lia&TW ini h, il0.dan 9ST+d:Ii+K IIgeGaual Pta6S MS+(t712+!atlln rorPPhfiH?y 1W I>t SIU+1. t41tl llFdhf atMnl Pe!lon IP Iliarei4ernyess iJ.Aesolb'ies iP:lie!S lkfltFHl FSS 3!CPa radlaerrndTre!SlldrA+Rlar n�e!i 4451 St: Lu6e Blvd. e7FfPlte IFFAES Iya{+'ar+a l� Nd+l+a a1 W11!ICP IP eI )tf' K I[ diijJnTw- iII"J iatl+Mr ISACT rM BJ �dAP('ESIj1F"+'Tr' S SPsuT E'iil+!<f r: c+P9+Ilivi. RII+�'3ldteda+aeas6EhAd 11RI.I, FOPC Pierce, FL. 34946 (op}light91U16A-1ReofTiusiesyAnihoopf.Tom6oIIhP.E. Repiodoeiaiioflhisi8whenl,inany him, ispiohibiledyiitheutthe writtenpeimissihfiomk-I Roof Tiasses;AnihonyMonnhoIII, P.E. Ye` ury "y RENAR MORNINGSIDE oA WRMSBMB3 A10 Hip b0133440 Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Si ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-2ALdDLxHMMrfRQHvkKSA 1-4- 7 6 12 14-7-6 1 -0 20-4-0 28-11-0 38-0-0 9� 4 7 6-12 7-0-10 0 10 5-4-0 8-7-0 9-1-0 -4 5x10 MT20HS-- 6.00 12 5x8 = 4x8 15 — 13 11 3x6 = 3x6 = 1.5x4 11 2x4 II 4x10 = v Dead Load DeO. = 7/16 in 14-7-6 1 -0 20-4-0 28-11-0 38-0-0 7 6 12 7-0-10 0 10 5-4-0 8 7-0 9-1-0 Plate Offsets (X Y)— (2:0-1-14 Edge) [4.0-3-0 Edge] (6.0-6-0 0-2-8] [7.0-3-0Edge] i16.0 5 12 0 2 121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.41 16-17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.82 16-17 >558 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 210 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-13, 8-13 JOINTS 1 Brace at Jt(s): 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1484/0-8-0 (min.0-1-11) 9 = 1483/0-8-0 (min. 0-1-12) Max Horz 2 = -177(LC 13) Max Uplift 2 = -340(LC 12) 9 = -366(LC 13) Max Grav 2 = 1484(LC 1) 9 = 1483(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4690/2609, 3-4=-3730/1954, 4-5=-3641/1979, 5-6=-3199/1834, 6-7=-1691/1224,7-8=-1809/1205, 8-9=-2596/1582 BOT CHORD 2-17=-2128/4231,16-17=-2138/4245, 12-13=-1223/2246,11-12=-1223/2246, 9-11=-1223/2246,5-16=-552/1264 BOT CHORD 2-17=-2128/4231,16-17=-2138/4245, 12-13=-1223/2246, 11-12=-122312246, 9-11=-1223/2246,5-16=-552/1264 WEBS 3-17=0/274, 3-16=896/828, 16-18=-791/2099,6-18=-793/2103, 6-13=-822/276, 13-16=-776/2009, 8-13=833/718, 8-11=0/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom - chord live load nonconcurrent with any other live loads. 6) * 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. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 366 lb uplift at joint 9. LOAD CASE(S) Standard &etaqrlerse 6amgthre!h*IL'6-I g�C'IrrsS3.(S[lIFC"i 6ig8S(jEWiBCTpCiFICAg(JSTDky-iilsl: CggCB.-:UpEri YA�iertj 4iigtgr7taitrsaad ie;,iadsstalaisT:eu Dn.e�D! a+g llW; uel�l!11txr1TrrgaA;IF:Id.rzrt�E;Ei ls'at Est: Dales!atM ise ildel er,HelDP;c�� �aTtaflltfnl(g'%RSi:dI:l aSe111r1417Dlg tt tdii. AstiEJSJ DH19a FICILNOiI SQE IOnj EEdEElI:� Hd 004trTDDOIFttitdS Ea[@�;W.T [J 17t gtaI�0501d f�g tie lt§f?fgONIIIIn(Iat,IFt �fS�g1LI lEl S�Ey CT(t5f(.'^jw�t�taniiDDaai(,cltrji•{1,Tt2Fi+fga3tatnpntes.IgEh.3usflntts; susolit.. eJ!s d3f LvYi%rEol lnittg l}Ik hsgo-a tGlitrdsk Diiv@e PrnEtistaard!c�lrl9E lhlliEeDnigeet;aYtiedmds slg(;dt (adlfEd dF^i.'(3�nfsed (ii 'IeEtpni eElAe. DO vl io: fitfdEsedhefrsss:'ofi6q ksd;sp, ssvgs, i¢shllelrta uitm: sSil,M6x. eti asfs J. Arithohy T. ToritiallIj RE. r 4 80083 t� to{Ei pesgasei Cta-at4t to r*ss u .d,;eR2TD(E>i la jE,bnti ©! g+i19u!s EIi1t dilLat[u;xed Sddr Ixr."ntiva7(SI`ghnsEeD4i (rl eMSIG! .idyxsEAtEi gairilyidmE.. IP 145r�s3ertsrEm 4 Tei uiC+:i>s f1 1!nsMu;ter;l €ss Onip Fa.';or;a! (n i�nAtetiiet;niii F!lenistlEPEEtk a(aiKdE iHept oxntiq lydl m;esa!+uriL;IleimsEe sE mtli gClta6&'in DEs: egnh SS .xan nieEca g:JSAIIr i O'.w1ics ddo TPla: - 4451 St. Lucie Blvd. s n t r a Gott Pierce, FL:34946; ZE 6pjlight92p16A-IfpclTiDtiep-ant6un`pT.TomhaIll;P.E. RepioduatinaiofThis dpccmetd;indny(oim,isprahi6Aedwith eulthawrilten,permissionhomA=.lAuufTrotses;At!tfietlyTadm6u01;P.t: Job I Truss Truss Type Qty Ply RENARMORNINGSIDE A0133441 WRMSBMB3 A11 Hip 1 1 01/ 1 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 13:25:13 2U18 Page 1 ID:tVvYXbtU GW VXBg9MPyEYwl7zgtLu-Ij?Hy6gSYrvCLWAAyV8EpyHwfDc6wAxnodxnEVycjv8 15-0-0 �1-4-q 6 9-A i 13-0-0 114-7-0i i 18-5-11 22.4-0 i 29-3-14 i 38-0-0 e39-0-Q F1-4-0 6-10-4 6-1-12 1-7-6 3-5-11 3-10-5 6-11-14 8-8-2 1-4-0 0-4-10 5xl0 6.00 12 2x4 II 5x10 = 4x8 ::r 13 12 11 3x6 = Dead Load Defl. = 318 in on O 2x4 I I 6x8 = 1.5x4 11 15-0 0 fi-10A i 13.1-8 14-7-6 22-4-0 i 29-3.14 i 38-0-0 610-0 6-3-4 1-5-14 7-0-0 6-11-14 8.62 0-4-10 Plate Offsets'(X,Y)— [2:0-1-14,Edge], [3:0-3-0,0-3-0], [6:0-8-0,0-2-8], [7:0-3-0,Edge], [12:0-2-0,0-3-4], [14:0-2-8,0-3-0], [15:04-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.41 15-16 >999 360 MT20 244/190 TCDL 7.b Lumber DOL 1.25 BC 0.92 Vert(CT) -0.78 15-16 >584 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.45 9 n/a n/a BCDL 10.b Code FBC20171TP12014 Matrix -MS Weight: 211 Ib FT = 10% LUMBER- ' TOP CHORD 2x4 SP M 30 'Except- , T3,T4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD` Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at micipt 12-14, 6-14, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancewith Stabilizer Installation guide. REACTIONS. (lb/size) 2 = I 1482/0-8-0 (min.0-1-11) 9 = I 1482/0-8-0 (min. 0-1-12) Max Horz 2 = -162(LC 13) Max Uplift 2 = -325(LC 12) 9 = -353(LC 13) Max Grav 2 = 1482(LC 1) 9 = 1482(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.1 TOP CHORD, 2-3=-4658/2567, 3-4=-3996/2133, 4-5=-3706/21115, 5-6=-3717/2133, 6-7=-1834/1285, 7-8=-1937/1261, 8-9=-2598/1569 BOT CHORD 2-16=-2094/4201, 15-16=-2114/4223, 11-12=-1211 /2247, 9-11=-1211 /2247, 5-14=-354/294, 14-15=-1440/3506 WEBS 1 3-15=-617/623, 4-15=-542/1205, WEBS 3-15=-617/623, 4-15=-542/1205, 12-14=-792/1875, 6-14=-997/2299, 6-12=-477/190,4-14=-283/581, 8-12=-705/612, 8-11 =0/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • 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. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=325, 9=353. LOAD CASE(S) Standard I Wti-1-Mae 1A.4Brretla`Ih'4-ir7DT 8DSs8rsfulrS6 lmtimI laolus uslakit tria-iA(4aD41r�ultirfut. Tailr sip ra,udm ada>Sedn a hit bat 9nplaeig(T aA de Ae6ar1. mist i51`1[data,SAW i<re—Ddns&-in ddN,eit. lDD,en!T �NIT,bauuts,F es s4ee media dMitkW. e , At. Tass DeOpf weer i.,,$mt1116da, M udn aTTDOaptuds a auepma dIte pdnsm,dees,erUeasrnn1iley.or ne Qn:p0, tee see T.,n Q.y.'N nlit 0 alj eMertr-1. lb btp nswpi,e_ lafa�otdan!,smaiel Anthony TTornbo 111, P.E. 'rd aeddus Tnss8e,q 4nleity is!kresQa!ititigdC.eO:nr,tFeOaaeisrA ms{t¢aelk tdirnp Oesiyayat`anekddla lK,9,IS;aelSehrdba:l in4s¢if7Ll.Thq,-,!tflle 1DDail n.lithin, Ma ISnt.ial,Qia lea+}Sundt, ushiidla rn, ad taA41, la n!ru44'A,,1 . z80083 ' de hi:LrtDDeSi§!R•a9(14JIne'.4.nx,itla]:itteTDDallltirAlrilefai r�elfell!,GIQi,Q(t¢rC9�elSd,lflx`i'nN,t;{(SI;t,NISttDPJRieteSlUer:M4L4141QteailaAAftTFrlh5aS7:n.rdtit:I;AISRSCt:lad;1`T!aSDe[Ijea,T!n5J!!(1E1JiiaL9trR,SH31dt.^I!!!,a'ASS 4451 St. Lucie Blvd. e4asrtte ldie,QbyaC,dN tTrec7 tie,nkdneQ lT ell rtan !rids,!. Tieiress CeAp E,tlaeris ML'i:x raa•dar0esi}er,aT't!s5n!,m iniiaee r.'®y bnlA,g. Ulcgia:mtros nemaetset lalfQl. Fort Pierce, FL 34946 (opyrilln02DI6A-IRoafhusses- Anthony 1.TomboIII, P.E. Reproduntion of ibis ficumeni, in onytonn, is prohibited without the written permission here AT lao! Trusses - AnthonyT. Tombn 111, 1`1 WRMSBMB3 IA12 Roof Trusses, Fort Pierce, FL 34946, fl Hip truss.com 14-7- uty Ply �RENARMORNINGSIDE 1 1 A0133442 Job Reference (optional) s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:40 2018,, Page V ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-_YSNel yXu_5NgkQlslVedt5ufl pTB_?pxVcyiQyclYl 1 24 4-0 31-6 9 38-0-0 9-4- ! 4-8-0 7-2-9 6-5-7 1-4 5x10 = 2x4 11 4x6 = Sx6 = 4 5 6 LOADING (psf) SPACING- 2-M TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES , BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except' B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W4: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1482/0-8-0 (min. 0-1-11) 10 = 1482/0-8-0 (min.0-1-12) Max Horz 2 =-147(LC 13) Max Uplift 2 =-307(LC 12) 10 =-337(LC 13) Max Grav 2 = 1482(LC 1) 10 = 1482(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4661 /2664, 3-4=-4221 /2231, 4-5=-4304/2417, 5-6=-4286/2412, 6-7=-1957/1362, 7-8=-2362/1564, 8-9=-2458/1547, 9-1 0=-2677/1656 BOT CHORD 2-17=-2189/4220,16-17=-1586/3735, 13-14=-818/1782, 13-24=-818/1782, 24-25=-818/1782, 12-25=-818/1782, 10-12=-1336/2362 WEBS 3-17=-372/548, 4-17=-476/1172, Dead Load Defl. = 3/8 in ._ •-• oxv — 3x6 = 2x4 11 6x8 = 3x6 = CSI. DEFL. in (loc) I/deft Ud TC 0.99 Vert(LL) -0.4712-14 >973 360 BC 0.96, Vert(CT) -0.8512-14 >538 240 WB 0.95 Horz(CT) 0.47 10 n/a n/a Matrix -MS WEBS 3-17=-372/548, 4-17=-476/1172, 4-16=-442/833, 6-14=-1659/868, 14-16=-1121/2493, 6-16=-1215/2693, 7-14=-137/453, 7-12=-349/629; 9-12=-391/501 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8t MWFRS 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 fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 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 307 lb uplift at joint 2 and 337 lb uplift at joint 10. LOAD CASE(S) Standard PLATES MT20 Weight: 209 lb Sutiq• PlnsetlnnyEtrrnita lied I bef TvmrSElua' affm IEW fl (�t lflCai nSTDM{':ntl t.(NlCd; 6nMEhT in�i leitl} dr'vyr Intutlenarl ide925 e, IksTtiss Jeuet) tviq�ifu;et! Ib 1plui 1 f:a52 iq ll.Irinext!42,it: a.e ?. D:IesseB.inise slCd K tle iDD;m'p UiTezteEnOtt r'sus sMdi tt r(dUEEEeTiDbxfdid. lfsaTrsst Desgtftylrtte!I;e epellDr ttt±tF'f;;�tSt012¢pt}1DDrtItE.t�1f 19[QItSE,1Xe[}I}t El El•SSIAtt(tK2NAED15}CKlli!tl}bItt IESIpA[Ihtt!EET(I:SL?'I�Itl tRittlDD ei(/:tlBitlTfi-1.Ttfdti!yf3Sttn}(IIRf.It[I9tOiWIINS; SiIIOtI T w Anthony T. Tomba III,'PE. Glei dtlp leis fatE}Inld ry isjae reslet bint oltk Oiir@eQrnrt�*.,aiuEd Eteile lket;lliry Oes(yEtUn{aetulextdpt lt(132 r. xEl lae6alt 3duatil rcini.i/tk{jatieidPoe DD cad n; lull rse Efh`ms: atl�Rq to'd'rl. itimyE.tmtrllolno uEtn.Irs}6ali Ea Ca te:}mtiI&71f� ttrt 42pOts eeisM kCtNt d!i rsRssraM ie tteTDP ndi+e ixtnef©f !iilelues titlewd:r'(i¢�sen SA hrt'nn18E BCP rlIn4d En usl SlGne{elelxtd§t` of dnr_T114firRi3Trn t„sE mesa962!i>SAS:Lal Desi eer;Lt;sUn r ncilfn,sDanEeC:iiir:x!e3S 480083 tttnise iifnedtpe6:dW.tpetdran 6 x.rmq 1}tll iert:eritedtef .Ia.eTiafs. Ce queerlCs6ix Eta!is,y CmtY e P ur.fri aPrmissnoa .aouF nTomaII;P.E: i 4451 StceL;uL,Blvd, (aPTi8AIm10AAFort Pie, 34916 ;AgiiestA Y Job Truss Truss Type Qty RENAR MORNINGSIDE. A0133443 WRMSBMB3 A13 Hip 1 �PIY 1 ;. 1� { Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.Eom Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:40 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-_YSNel yXi _5NgkQlslVedt5w_1 skB1 EpxVcyiQyclY1 r1 4-q I 5-3-2 9-0-0 9-,1-8 14-7-6 1�-p-0 18-5-14 26 4-0 32-9-6 38-0 0 39 4-Q 1 4-0 i 5-3-2 3-8-14 0- -8 5-5-14 0 10 3-5-14 7-10-2 6-5-6 5-2-10 1 4-0' 5x8 = 9-0-0 3x4 II 4x10 = 3x6 = 5x6 = 2x4 11 5x6 = 5x10 = 7-10-2 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.48 15 >946 360 TCDL 7.d Lumber DOL 1.25 BC 0.82 Vert(CT) -0.88 15-16 >520 240 BCLL 0A * Rep Stress Incr YES WB 0.74 Horz(CT) 0.44 10 n/a' n/a BCDL 10.d Code FBC2017/TP12014 Matrix -MS , LUMBER - TOP CHORD 2x4 SP M 30 *Except* T4,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B3: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* W5,W4: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING- { TOP CHORD Structural wood sheathing directly applied. BOT CHORD I Rigid ceiling dip'-ectly applied or 4-10-10 oc bracing. WEBS I ' 1 Row at midpt 6-13, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. J(lb/size) 2 = 1482/0-8-0 (min.0-1-11) 10 = 1482/0-8-0 (min.0-1-12) Max Horz 2 = I-133(LC 13) Max Uplift 2 = -296(LC 9) 10 = -319(LC 13) Max Grav 2 = 1482(LC 1) 10 = 1482(LC 1) FORCES. (lb) I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. E TOP CHORD 2-3=-4614/2580, 3-4=4407/2338, 4-5=-5132/2862, 5-6=-5053/2816, 6-7=-1976/1323, 7-8=-1976/1323, 8-9=-2295/1376, 9-10=-2698/1704 BOT CHORD 1 2-16=-2118/4160, 15-16=-1743/3924, 13-23=-1120/2312,12-23=-1120/2312, 10-12=-1394/2399 WEBS 1 4-15=-763/1426,13-15=-1486/3082, WEBS 4-15=-763/1426, 13-15=-1486/3082, 6-15=-153413288, 6-13=-1979/1063, 6-12=-550/276, 8-12=-242/658, 4-16=-457/1130, 3-16=-158/329, 9-12=-454/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS 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 fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing atjoint(s) 2 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 296 lb uplift at joint 2 and 319 lb uplift at joint 10. LOAD CASE(S) Standard Dead Load Defl. = 318 in PLATES GRIP MT20 2441190 Weight: 204 Ib FT = 10% We ap Pi lzltltm pXJp nnx13 A1FJG Rfi]r5{iIEE'�6FN.EECEEEN58[Aiilt53 iJR Mz �L'P irECA7LE" GEDrfl,a-Terep Etuplpuladenaad ie,J to snlLsii fies.yaD txrgiif%'redfh EdlsEfl tla9a EE id rexezk tz=ree Dd ss ulM to sld intle IDD wEI DJ1lYWIttihSp Pt iErsD veutd{pPMAEJDIa it.dd. Aft fE3S Dtfga EECIttH{{ ,SPt.IkIIP Etprh=�>E S39I lItlJlDDelpfMW3kp G(6G9J[ilie prd35f1lUIl tf �IaE fe,pmNalDJ:iP IEl EES'pdWtkEf Ep!ti fd :Id l4MliDD av(e taEtfjr"�E.. EE4 Eefjt E,SlnpDily b[CEJitkPltlN!�SPIItEiffr Mthoh Tr Tomha_111!P'.E, e96z driiims!w ao7 rwld'ugi the rtsp tslnP aiPx_DnrDaD ess tH<p�NE;tila"19e ldld cues,pr;sta.pitatdhkR ,g.a:ssetS IE�+E Eenl tct l"ixL i6e ggniE SE Me TDDap/i»li ldtsedlle rnsi ialaFimk.�'ma,z!sm9t, nsf like ll etr eea s4 D'+g ceipcasi.hlf: F.8Q083 tttr 2:E7DEsgrn EreCea*Mst.F!*r&lsts� �sndilpGa+diepix,hisimlp.Mites!!nkGdGy(tagamilftryt�arneiaE EfSrptElisEMapI?Ind1148rtaefvlandfesEmeraii9akt iP,l'uirtz'0'rtspEmE hefEs3tc;asd3 Tn[ksi;ver,inn53evpisDleirts9ise<zkattltriies.tt!esi 44 1 ; t: Lure Blvd. E'hiYise 3d6klE araaaai ed ipef usph 1 dlistkslnnrxD: Tteiiash Alt �kee,ii ADi sxEn, De- ku rt1'a st)S.sa'itierra(S ,Ilia'. kllsy'dzpdseusnEus dett¢dpm.l. S $ I For[ Pierce, FL 349rt6. (op}TigfitCri'2D16A-iipuETiutfet Ant6anyT.TomhoIII,P.E. Reprodumar',oft6isdeamel,t nuaytorrr spPo5i6hedwithsutMtfeiiEtenpamissi6nfiemAlRaniTius4e"f;AnthonyTiiom65111,P.E: Job Truss Truss Type Oty Ply RENAR MORNINGSIDE A0133444 WRMSBMB3 A14G Hip Girder 1 1 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 114-0 7-M 74-8 13-4-5 Run: 8.210 s May 18 2018 Pnnt: 8.210 s May 18 2018 MI I ek Inoustnes, Inc. Mon bep 1 / 11:33:41 2018* Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-Sk01sNzAfHDElt?U PSOtA4d7OR8FwUZyA9MVFsyclYe 1-7 5-3-3 � 4x6 11 " 3x8 = 3x6 = 3x8 — 3x6 = 7-1-8 ibl 28-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.19 11-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.39 11-13 >747 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 196 lb IFT = 10% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 *Except* 63: 2x4 SP No.3, B5: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 3-3-8 oc bracing. WEBS. 1 Row at midpt 3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 766/0-8-0 (min. 0-1-8) 14 = 2405/0-3-1 (min.0-2-13) 9 = 889/0-8-0 (min. 0-1-8) Max Horz 2 = -118(LC 9) Max Uplift 2 = -281(LC 8) 14 = -704(LC 5) 9 = -293(LC 28) Max Grav 2 = 774(LC 19) 14 = 2405(LC 1) 9 = 889(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1921/665, 3-23=-221/923, 23-24=-221 /922, 24-25=-221 /922, 4-25=-221 /921, 4-5=-277/1072, 5-6=-487/411, 6-7=-941 /395, 7-8=-1107/413; 8-9=-1386/490 BOT CHORD 2-16=-537/1711, 16-26=-512/1645, 26-27=-512/1645, 27-28=-512/1645, 15-28=-512/1645, 14-15=-2390/709, BOT CHORD 2-16=-537/1711, 16-26=-512/1645, 26-27=-'512/1645, 27-28=-512/1645, 15-28=-512/1645, 14-15=-2390/709, 4-15=-622/416, 12-13=-340/816, 11 -1 2=-340/816, 9-11=-354/1212 WEBS 3-15=-2608/810, 13-15=-293/660, 5-15=-1498/465, 5-13=-90/414, 6-13=-669/224, 6-11=-9/260, 7-11=-64/323, 8-11=-323/224, 3-16=-94/963 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl_GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; 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 fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 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 281 lb uplift at joint 2, 704 lb uplift at joint 14 and 293 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 252 lb down and 251 lb up at 7-1-8, 114 lb down and 127 lb up at 9-0-12, and 114 lb down and' 127 lb up at 11-0-12, and 114 lb down and 127 lb up at 13-0-12 on top chord, and 349 lb down and 79 Ibiup at 7-1-8, 87 lb down at 9-0-12, and 87 lb down at 11-0-12, and 87 lb down at 13-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-10=-54, 6-17=-20, 15-16=-20, 14-20=-20 Concentrated Loads (lb) Vert: 3=-200(B) 16=-349(B) 23=-1 4(B) 24=-114(B) 25=-114(B)26=-68(B)27=-68(B)28=-68(13) t4"trtiq•PlersrtFsruiHrreiiet li! S11JC Ir!iSrS(SEllEPA 6iN9k (FINS&(4h iFlGk1(JSIuNy 9tAH �..aC![D":[4nAttXi`Ixa le<itplisi�Fuleiersasireciaatsutaiirvss lesxs7ttny{IDu;;l etffi idlu�l:isa3:i"FLtAlrexe'E�s raevst. Ddessidu isv sld:dmtk lOP;ciq M1tEktasrtFiFt F�`+> l5esu6feslit i]Illakrelil:F eitni Desipv Fi[Jstwht, Uln El�u:r;.A:tsdlto-t>,NDtegresldt sepnprasdsk prilts9pu(etrstenrrzsptslF,ilq gt4llsnpatitEgse eT7si�rllnRe7DD sall,wdair"�i itx i:'I?asnnpAte. 6da3tuilnx4, st toldi!p /njjont T. Tdfnb6111,�PE: L:jOS!lilaJ iNf,lil801"Ft1iPUGlS Iil Rspu!IidR,IFR..igantl, FltDM�itIf6'A:RtGt�t 9ISt LHIIIIL DGI¢!'.3.N8lt hddlif ll��43H.11CtSt I!!:�tl�(1y BI4 r�P FP I.iEt[lllF dNt PDD &1L00I AdI lStdR!Tra;s, lldeskaafr.T.ik:o-gs,luldldled ueliersl ssdi�F7 atj as,5�h'6F; 60683. trf Fv.'txiDes eat sr�it%4ic'�f.a ues 5e d�ttteiD(ulleri�nria3pwi llleslltietiil6iy[tuP�aeq Sdery,Fratocru{ttSl}plitisFtd4j iPl nM Sk(Aoa;dMtxtdfrtTewns:a du 1PI!laeii'Etruptes4i?tes al6'!`ie��eLass lku}ler,Ulss Dr:.ps Fn;•trnl inssXauJittTeyuie3s 4451 it r St:; Lucie 8,lvd. p'hsyisel�rt4Effl�bi�%p�vjeeuvltlioFlFtll ie!'sslsrcre T'aeTicss reAm.yleit ii7Cifx S.u!�s7 it;!�u tttt s�ic��;yil:<r o�gr5e�irlD ull��.:saknr liecs al�trnn4t: for(Pieice;�FL 34946, (np'pigtilsE7ZUTd'A?I:fagtTiasses-anF�anpT.Tom6olllP.E. Repins'utlioriottfiisdnmmess,inanYlotsn,ispio6ibAidwithautllip'wriltenpasmissinnhymA-IRaotTrosies;AnFhonyTabra66111,P.F. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133445 WRMSBMB3 B01G ROOF SPECIAL GIRDER 1 1 4 Job Reference (optional) A-1 Root I russes, tort Fierce, t-L J484b, aeslgnLaitruss.com I -1-4-0 ! 7-0-0 1-4-0 7-0-0 A n — Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:42 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYw17zgtLu-wxa73j_oQbL5w1 agzAX6ilAEOrV3fuD5Pp53nlyclYd 12-11-1 18-8-8 1 24-7-10 5-11-1 Dead Load Deft. = 3/16 in I 3x6 = 1.5x4 11 5x6 = 5x10 = 4x6 11 lipallial LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.17 9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.32 9-10 >923 240 BCLL 0.6 * Rep Stress Incr NO WB 0.90 Horz(CT) 0.09 7 n/a n/a BCDL 10.6 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 *Except* �T3:2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* B1: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD I Rigid ceiling directly applied or 5-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS.' (lb/size) 7 = 1974/0-3-0 (min. 0-2-5) 2 = 1839/0-8-0 (min.0-2-3) Max Horz 2 = 166(LC 27) Max Uplift 7 =-658(LC 5) 2 =-585(LC 8) Max Grav 7 = 1974(LC 1) 2 = 1839(LC 1) FORCES. (Ib): Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. " TOP CHORD 2-3=-3450/1117, 3-14=-3626/1226, 14-15=-3626/1226, 4-15=-3626/1226, 4-16=-2645/864, 16-17=-2645/884, 5-17=-2645/864, 5-18=-2645/884, 18-19=-2645/684, 19-20=-2645/884, 6-20=-2645/884, 6-7=-1848/702 BOT CHORD J 2-1 0=-1 036/3016, 10-21 =-1 037/3042, 21-22=-1037/3042, 9-22=-1037/3042, 9-23=-1236/3628, 23-24=-1236/3628, 8-24=-1236/3628 WEBS 3-1 0=-51/705,3-9=-274/771,4-9=-92/264, WEBS 3-10=-51/705, 3-9=-274/771, 4-9=-92/264, 4-8=-1154/413, 5-8=-666/461, 6-8=-1015/3041 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 lb uplift at joint 7 and 585 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 187 lb up at 7-0-0, 110 lb down and 122 lb up at 9-0-12, 110 lb down and 122 lb up at 11-0-12 , 110 lb down and 122 lb up at 13-0-12, 110 lb down and 122 lb up at 15-0-12, 110 lb down and 122 lb up at 17-0-12, 110 lb down and 122 lb up at 19-0-12, and 110 lb down and 122 lb up at 21-0-12, and 110 lb down and 122 lb up at 23-0-12 on top chord, and 414 lb down and 144 lb up at 7-0-0, 86 lb down at 9-0-12, 86 lb down at 11-0-12, 86 lb down at 13-0-12, 86 lb down at 15-0-12, 86 lb down at 17-0-12, 86 lb down at 19-0-12, and 86 lb down at 21-0-12, and 86 lb down at 23-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 24-7-10 5-11-2 PLATES GRIP MT20 244/190 Weight: 125 Ib FT = 10% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 7-11=-20 Concentrated Loads (lb) Vert: 3=-111(F) 9=-65(F) 10=-414(F) 4=-11 O(F) 14=-11O(F) 15=-11O(F)16=-11Off) 17=-11O(F) 18=-11O(F) 19=-1IO(F)20=-11Off) 21=-65(F) 22=-65(F) 23=-65(F) 24=-65(F) 25=-65(F) 26=-65(F) 27=-65(F) ! I Ztd"reia§-rleae8arnrNrrt�iea i3t dll]CIrUSS+SPSEItECl,6FK81ETE1615dC hU11L5s(USiukS tnit,...UAL7iUSNiXi'Ina:itsifpdisSs,rurr�dersa5dit�¢5ts ett$i7�:5s}K vtP tvyiit; rll ttx ld6it�T:TtzBt rE.leterrtS§uSs�aet t: UaluttFx*,u udti a¢tElTDP;pip A'1TteuutTt�sxt f591 t?s;edlerSEsi)Dltktdlt: �A}c tKS PKga E?§Stte+l- <{z:ulft brErt�`p. st0160;+vIpTDD rtFfi.ttif lCK�(1;3t:ttllh!§rtE5551Bld tfktF?'Ittf!'PtNtip4 tit tes'pii tit Pt tT SINy n:,t§nt DD opla saaerTt; t[ tap,nstaFlitrsltrtapulAnnS, srirtiirry MttiahY T. Tomba III,, RE, erd sed580083 iimi'tt IwIBn li the resanNUrr itt.`u4 sr @tU - rse x ed Iwld fo< �>w*x'E hddU I4 d.,.I dtS ItdN ti dttT'ral E (t DD¢,e is:Adlr du rsss,%irG Ness rate fills ut N.it s5v1"4 eS"cav7 .N rE: drEkpPKYMt%Carv!.dI0155RAiA2T�I1dIRp1XRl5adpl§IBKdYe§iiIltr(6p9tSddvN¢tEntB(SFprHisFdkplHeSdSNAt.;irmdKgmSddutiPlEtu4n5ptatfesre§frsetiTasS(kii�i,TrsDK.apeta3ru5sS4 eeniieii 4451St:L4e'ieBlvd, t'§'EttriudifitlFr¢fauEta.¢ e�iaoena rmoylpol ertts¢a ttf.;taelicSsEtu Eipvnri,�tiE�ra.a.spDE;gaulrTrssps�a�F,yittnrop5��liay.;n,mp^dr�tt;'mrit�ider�etlanlf: ,F&CPiesee;'FL. 34946, (opTngh§t02pIdAJfoe§Tiosses-AnlhanyT.Tomho116.P.E. Repro�udior"¢fEdisdoccmenr;ioaoytorm,isptoAihiledwi§hcoEtAts'rittenptrmissicoham„-IRe¢ITmsses;dnlho�j'f;i6m6oEII,P.E: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRNISBMB3 B02 HALF HIP 1 1 A0133446 Job Reference (optional) A--i moor t russes, Fon tierce, r-c 64`.140, oeslgn(c_yaiuuss.com stun: 8.Z1u s May 18 Zulu I-nnt: 8.Z1u s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:43 2018; Page V I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-078WG2_QBvUyYB9tXt2LFViTnFtNOSzFdTrcJkyclYc 9-0-0 16-9-13 24-7-10 4x6 3 3x4 = 4 Deag),ead Defl. = 1/4 in 5 3x4 = 3x4 = a— — 3x4 = 3x6 II 9-0-0 7-9-13 7-9-13 Plate Offsets (X,Y)-- [2:0-0-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.26 9-12 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.40 9-12 >736 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 122 lb FT = 10% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 1 Row at midpt 4-9, 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 6 = 904/0-3-0 (min.0-1-8) 2 = 984/0-8-0 (min.0-1-8) Max Horz 2 = 207(LC 12) Max Uplift 6 = -267(LC 9) 2 = -218(LC 12) Max Grav 6 = 904(LC 1) 2 = 984(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1447/761,3-4=-1211/797, 4-5=-1 132/692, 5-6=-831/569 BOT CHORD 2-9=-800/1206, 8-9=-692/1132, 7-8=-692/1132 WEBS 3-9=0/313, 4-7=-512/503, 5-7=-784/1280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8¢ MWFRS 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 6 and 218 lb uplift at joint 2. LOAD CASE(S) Standard 0ceiq-Pleasetlaaa;sJ,r¢!iea lfe'dID70ID7iS3Psfdit-}DEN9F If fib S a fTHas usiom in7 j..(rrwh, -Aw wa e th. wimii. 1'.Oa n Irm.' mSkeat"xoetst. IlalusetF+:+ist sldla&8elon;wiy Vahk trtx iw pshz a`edl:?aseitp(De4Dsa Se ldit: AsaTrass Dnlltieglneth S¢e'NDj E¢�r;z;,ISe std maat!16D«puu!;tcpt¢q; xslde lrahssleedextttrim, miptttlhltl!h Hm dK tawMxtapeT't ft��7dmaHelUDx3lr.nduTfN.R:is rtritOpitFi 4dh•.(eoGnNs; seAcldfp'-AnthonY lToiTb611t,PE. dried* TrgsAO." lmftjisfit ltspuli! dru 5—.hD*att''rf''rUd4d06 lol6mc Dmagn'- Cnnendta mwtie htdbbj6h walml. ThqPy.i d Me04A.'l,eil-fb!lasi,' Itdn 6xd^�. swialRf6shlldiio utEra;r.54d 2mk: rzegcass:'3!er 0083 tHt .tspDeiiSat re3 UPlems..l!�rt s ti K ttzT�U aaesn i�nes�i dd esdtle Gildie icrt .aural Sd Irnine,b t(SP !shs&d5r i31as156(Art ielv'zvDht rat satins 7P'It[u2t3.res 5lhtsmr>St� sd'HI¢SS D¢Siynet Truss DH. is tr«al lrtsfMrrdmttier a!-8 eis 545� Ude St: Lua Blvd. ¢3Ssr)se Imfimt Eiaiavrrb's`geid Zmmr o rrAigir ell,jeif ¢slc�d�ei7deliess rbrca F� smti IsMCt tDet>t��Dep>:pn nT r<s Spstamidripem s'otD!Alia} WI fop �J seinfdstiee dePzri ioTP4I: 'fort Pte([e; FL. 34946,. EapoighlfD'1016Alloaf Tiosses-AnIhopyT.Tomho_IIhp.E. Reprododianinany form,isptohibitedwithoatthewriflenpermizionfmnmAlRaolTtnyses,AbthonyLlomhulll,p.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133447 WRMSBMB3 C01G GABLE 1 1 r Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com . Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:44 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-sJiuUO?2yCcp9Lk35bZanjFmufKl7wbOs7a9rByclYb 1 4-0 , 5-10-7 9-8-0 13-5-9 17-3-2_ , 19-4-0 , 20-8-0, 1� 0 5-10-7 3-9-9 3-9-9 3-9-9 2-0-14 ' 1 4-0 ' 4x4 = I 3x4 = I 0 4x4 = 4x4 = 5x6 = 4x4 = 4x4 = U4 = 5-10-7 9-8-0 13-5-9 17-3-2 19-4-0 1 1 2-0-14 ' 3-9-9 3-9-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.'0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.05 24 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.08 24 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(CT) 0.02 19 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 135 Ib FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS V 2x4 SP No.3 BRACING- i TOP CHORD' Structural wood sheathing directly applied or 5-1-2 oc purins. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. JOINTS 1 Brace at Jt(s): 9, 13, 7, 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i i REACTIONS! (lb/size) 19 = j 783/0-8-0 (min. 0-1-8) 2 = 783/0-8-0 (min. 0-1-8) Max Horz 2 = 90(LC 33) Max Uplift 19 = -162(LC 9) 2 = -203(LC 8) Max Grav 19 = 783(LC 1) 2 = 783(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORDI 2-3=-1341/299,3-4=-965/164, 4-6=-945/182,� 6-8=-966/218, 8-10=-940/248, 10-12=-940/258, 12-14=-966/237, 14-16=-945/202, 16-18=-965/183, 18-19=-1371/217, 3-5=-411/194, 5-7=-411/194, 7-9=-445/241; 9-11=-445/241, 11-13=-414/242, 13-15=-414/242, 15-17=463/139,17-18=-463/139 BOT CHORD, 2-25=-303/1241, 25-32=-376/1228, 24-32=-376/1228, 24-33=-15/320, 23-33=-15/320, 23-34=-15/320, BOT CHORD 2-25=-303/1241,25-32=-376/1228, 24-32=-376/1228,24-33=-15/320, 23-33=-1 5/320, 23-34=-1 5/320, 22-34=-15/320, 22-35=-274/1202, 21-35=-274/1202, 19-21=-148/1213 WEBS 10-1 1=-150/665,11-24=-347/909, 15-21=-101/271, 11-22=-286/911 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) . 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 19 and 203 lb uplift at joint 2. 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall. be provided sufficient to support concentrated load(s) 57 lb down and 35 lb up at 2-0-7, and 160 lb down and 73 lb up at 17-3-9 on top chord, and 76 lb down and 35 lb up at 2-0-0, 16 lb down and 1 lb up at 4-0-12, 16 lb down and 1 lb up at 6-0-12, 16 lb down and 1 lb up at 8-0-12, 16 lb down and 1 lb up at 9-8-0, 16 lb down and 1 lb up at 11-3-4, 16 lb down and 1 lb up at 13-3-4, and 16 lb down and 1 lb up at 15-3-4, and 76 lb down and 35 lb up at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-54, 10-18=-54, 18-20=-54, 26-29=-20 Concentrated Loads (lb) Vert: 24=1(B) 22=1(B) 23=1(B) 21=3(B) 25=3(B) 32=1 (B) 33=1 (B) 34=1 (B) 35=1 (B) I Fain �Pleasetls upHrrstiae IS:'R T r7Gr fiJSS3PSFLlEY}bFNiIR(TfINi fl @A i11GN5 (USTCN{ n1l i...47Ck:CuaNCNP Iara t'eriFs lruye puoadusaad ieiestss tt I�iT�ssres.m 7savi;{r'[ er{sb7nlitrl: Ts�x➢ r.E I<Issu:t Sh:s4Mere ass. Unless olhu+ise sided rc @e TUP;ca'ry UII{Ksaen;tsrpsns,ailt -:a ats,Hd➢Pis be,I,e. FseLnt Desipafidrett8t;ipenplry FspTaur`f?. sett sa asrlDP reprt arts tasa¢pa:e el lae praL•ssludery sttllep,:sposslbilorh 1611ePpt dlN�t'tpti 5 yANtr.,tdeTGDaaM eo(a 1i9:l. Itt 6ti:p?asnmpatrs httmptetarmes,smaurry Aididn T:Tomho III PE. ceased;:szrns«tgerimyt,tus:spuyuin.Inao : �o.�+ 4 :d t�oMrMIA40slr,6ia s's.mdd(,.le.,g..,Wt sttetdRmsin(:�dTINLTkqpeattutlsi,(®jrsddei.drr i":agtoytdi ropt MIdlaudw:gsis[Ih e.Facb•:hef Yff80083 16we:ap Dtiyes srdrta^soa�.. Ei xtssss«amtaTOP sal it pradnes 61 p d.6ctsilsae tiihil OulMM Sim10 iimISRpilliswtjIn&S16 nerds audtnpeaxttsrs�lax 1P IEt5risfercspem§fines si8�`y eTStLrsi[ksigser Lsss Oen�;Faplaeerrne Enss64iuls¢gin_.eiiest 4451 St: Lucie Blvd. t1.Ise46"dtro�a:mdgid iaep d xThg lydlpletsikiiaiT§eTmss Pttlpfgfisr is ICTsx SiMg 6i!pas,vT sSfs'oEiplt'sr nrkid,1p: Uieap At:r,kos ajt es den,td I, IIIL Foie Pierce,'FL 34946 (oppiighf021D16AllRoaltiusses-.AnlhaayI.Tombiill,P.E. Repiodudos[afThis dorument;inanyform,is.piabibitedwilhautlhewIinenpamissionhomAll 11aofTfassep:AnlhcssrLTombill,P.E. WRMSBMB3 CO2 Common y 1ry KtNAK IVIUKNINGSIDE 1 1 A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 018 M Tek Industries, Inc. Mon Sep 17 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-sJiuUO?2yCcp9Lk35bZanjFiFf -1-4-0 5-2-9 9-8-0 14-1-7 19-4-0 20 8-0 1-4-0 5-2-9 4-5-7 4-5-7 5-2-9 1-4-0 4x4 = 4 4X4 = 5X8 = 4x4 = Plate Offsets (X Y)— 1 j8:0-4-0 0-3-01 9-8-0 9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl TCLL 20.0 TCDL 7.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 8-14 >999 BCLL 0.0 Lumber DOL Rep Stress Incr 1.25 YES BC 0.85 WB 0.21 Vert(CT) -0.30 8-14 >782 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Horz(CT) 0.03 6 n/a LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 791/0-8-0 (min. 0-1-8) 6 = 791/0-8-0 (min. 0-1-8) Max Horz 2 = -90(LC 10) Max Uplift 2 =-205(LC 12) 6 =-205(LC 13) Max Grav 2 = 791(LC 1) 6 = 791(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11821782, 3-4=-897/583, 4-5=-897/583, 5-6=-1182/782 BOT CHORD 2-8=-555/1035, 6-8=-566/1035 WEBS 4-8=-275/557, 5-8=-342/383, 3-8=-342/383 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C,for members and forces S+ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 205 lb uplift at joint 6. LOAD CASE(S) Standard A0133448 Dead Load Defl. = 1/8 in I� 0 Ud PLATES GRIP 360 MT20 2447190 240 n/a Weight: 87lb i11T=10% rkmq tlerseBmspM r+Rask'SI7gC R.i53rS[rlEPi, bFN�I TE101p6t"uRo-fflLh3 (}St:",IA K-1a I ilrq.7L7r .s";MEEXj'iusy Wtt MvT+ ru+a*r wad Mil NiNs'906i-ie Slf+jFftll# A+1YF+(I r54�Ji �!yt.ErGIY+T.tY„I,RY+§„Uil.sf Gl�f�I+t LGfll+[fUr TOP,(S7 F�lruturthrtsxs;9Nl.�+ul6rtte fOUfax}dd is 4 This Besy4 DO,"�I.:,Spei+Iry Gc�u ,A:.seal F+wrlDg!+rRiert5+4[IRp;p:t FlNdril`fSUGt(tEe's¢Lr1+3Rsp+s�Ntpr`.t!.,ii+ltRticdtttsR efn s+=.pad +slkt?6pa+I+rrdnrirl. Rcfi3i ns+n ett.l ¢i 4stid's.irmi:u+n7ralfuis skeitipu�Nlfird z9wis t6(lim's,i.* i4f qui •I4e rallii4 Utsigrti;a@.eidtldafef6 14,�4x'uri3e6:�6.+dFaa!eli tarli41.'it "ni'':ef M . isk4xG+dhw nif+Niiy Aritiioiay T, Totritio III AE> she lggndeo+fitld+iedht Rss �'eI+Rc4A ^yrt•iyt,usidlGr o-adl+e;stiSalt+°t^ ;:Td# 7fit :dxigesg+ai iM Csa"+Ca a nes Ss'm¢tEe7LN id is ji�rtes�lttil9fets+ffle tniG+g Lirj%. Mwity ht rili'i %1EhsW jMk1 SEUn rd.saud6s pt+nal6dns¢;lp lftius�a+Gspc�sF hess.,5ts.tie!fe:7Rss[kit tt,licss'lev Fa kr:4lTs+si .is: f80083 exFreiui+firFdFrv(ea•W eptsd epaeurimgp y.dIpr:esinsrdl-lwr4a^iupa E'yutersia(}Tf�Sn!iap 6§s`yme,ti li�ss5�sza pees Ica atliE .111r ;s�lhi4s utci9eFaNialr(I: - " '• , a'asaf+ree aus St �W f v:.. r ., ar 445t "ie Blvd. top}Tight©'PU16A 1 gpatTr�siei-Ant6¢np T. Tumha 111 P.E. RepioEupi¢a ¢hdisdouiment,inn¢y Poimis p!odl6tled riith¢Itlth¢writteu peimissicn h¢m'A'-I N¢¢} Trasies.AntAonyT.ioeiNo I1t P.f. fo{t P erce, FL 34946 1 Job Truss Truss Type Qb Ply RENAR MORNINGSIDE A0133449 WRMSBMB3 CO3 Common 1 1 v ' i Job Reference (optional) A-1 KooT I cusses, ton coerce, rL 6411� 4o, oeslgn(oJa a uss.com f+� 5-2-9 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:45 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-KWGGhkOgjW kgnVJFel4pKwosm2ZtsPxY5nKjOdyclYa 9-8-0 14-1-7 18-11-8 4-5-7 4-5-7 4-10-1 4x4 = 4 4x4 = 5x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins. f BOT CHORD ) Rigid ceiling directly applied or 7-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. I (lb/size) 6 = 699/0-3-8 (min.0-1-8) 2 = 780/0-8-0 (min.0-1-8) Max Horz 2 = 100(LC 12) Max Uplift 6 = -165(LC 13) 2 = -203(LC 12) Max Grav 6 = I 699(LC 1) 2 = 780(LC 1) FORCES. (Ib)I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORDI 2-3=-1155/775, 3-4=-869/576, 4-5=-865/574, 5-6=-1134/759 BOT CHORD 2-7=-611/1011, 6-7=-589/968 WEBS 4-7=-266/528, 5-7=-303/359, 3-7=-343/383 1 NOTES- I 1) Unbalanced + roof live loads have been considered for this design. CSI. DEFL. in (loc) I/deft L/d TC 0.45 Vert(LL) -0.14 7-13 >999 360 BC 0.82 Vert(CT) -0.31 7-13 >745 240 WB 0.20 Horz(CT) 0.03 6 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 6 and 203 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Defl. = 3116 in 6R PLATES GRIP MT20 244/190 Weight: 84 lb FT = 10% 0raiq"Plnse@!raarMrEs!leafe'A 117C"Ii!i53YSfitEP("6tD9Si TE161SSLE.d<ILlSfg4TJNt Pn?I r...4.9Dd'..cSAtfM�feis:%er Sisi�puan9ersaza rei eNPsuiasTmsDeswD-q{If.',:eE2 Ns RAEerl. icaira 6:,rE rPl.r!sEftPaT'P-e.effl: gslesscltr isP 9a1ldutIPIDP,wIp Ri({inu<Anshis99t'm.9u(Iar lte i3DtiiP loYd. Fsa,lass Desgl iicJfea, fpe�llN Earicl q; stoi la o7mD ugrrMsl Erlavmsd Pe phi>fslaed lrzhse llr s-spclsllitpp`:s tll lPs eirtlheA tTn si pael letie'DD aaN- derT rl,.3te i!s.p?ntsmpAlry laeE,lymetnw!, stitaiAitj "Anth6n T. ToM40JlIT .E. rAas dbsLcss`ar a@Tlsilfiay ii to resp Trim alp!D rIMCI@rsia;tm.nEd a¢'drik rvEld EDtsy ,arianlnl El to lF.ib.m.aad l4tf �dFE pfldP Ltd -I. ifat{fttlE fl MetDD 9iT 6N lieidlsl afsa lusf�dd f(;Fa�..g.f'hsayE<aID@I pladpfl::Ta ESIIM dtt,pAlfip'lYld, Y"," aP 80083 . Ih& laa Dls<ex MQa"ng, F!l uts sE3� �@IFe1DDa dsu rs.9rtesi�fpnl4 au lflL&dNajlsxpS7Pl, klthtr�irEeluB(S(`pellisFtl iil and iT�f!^ ie1M 9fEdrN p[nNit:E.¢Ja4 TF Iftl6tT�:lPfr["ff 5�i,lS L&9�'t &�i 11@f!DttljlN,lf ff'1P p53�IPt1'r,3d TIR;3 YdR(1L41Nr c4 3 4451 Sty LUnE Blvd. ZE - C!{sxstldETialilrc.av Ne�it9eauuartmoglTEIIjMEsu+!!! IdeTiessCa s r)lniji.7CTar4!fspCes.grurtiasSypi'E yieareoTDElfi�9.111f �r-dYusara sae( PllalTll. 'F6rf0jerce,'FL. M06. (appiighit0'20IdA"1&�aTTiusses-AnihonyT.1n bojl6P,I, Regm6o i.eflhisdueumes�isnaaY, isPpohl6dedwitficNifiarrriitenpermissignfiem�`18eaiTmsses;AnthonyTaemSolll,P.F. 1 Job Truss Truss Type Qty Ply RENAR MORNINGSIDE ' WRMSBMB3 C04G Hip Girder 1 1 A0133450 Job Reference (optional) Po- i moor I russes, Fort Pierce, FL 34u4o, eeslgn@aiiruss.com Run: 8.21 U s May 18 201 a Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:46 2018,Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-pigev4l I UgsXPfuSC?b2t8K5JS 1 SbvVhKQ3Gw3yclYZ 14-0 1-5-1 5-0-14 6-7-1 10-3-5 'to 13-0-0 1-4-0 1-5-1 3-7-13 1-6-3 3-8-4 1-4-12 1-4-0 3x4 = 3x4 = 1-5-1 5-0-14 10-3-5 11-8-0 ' 1-5-1 3-7-13 1-6-3 3-8-4 1-4-12 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.03 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 48 lb 1=T = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 515/0-8-0 (min. 0-1-8) 7 = 515/0-8-0 (min. 0-1-8) Max Horz 2 = 41(LC 34) Max Uplift 2 = -182(LC 8) 7 = -199(LC 9) Max Grav 2 = 515(LC 1) 7 = 515(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-784/217, 3-19=-763/231, 4-19=-716/231, 4-20=-694/236, 5-20=-694/236, 5-21=-716/230, 6-21=-764/230, 6-7=-784/221 BOT CHORD 2-12=-179/693, 12-22=-166/688, 11 -22=-1 66/688, 11-23=-164/694, 10-23=-164/694, 10-24=-164/688, 9-24=-1641688, 7-9=-175/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat.11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 2 and 199 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 48 lb up at 4-0-1, 44 lb down and 65 lb up at 5-10-0, and 40 lb down and 48 lb up at 7-7-13, and 127 lb down and 133 lb up at 10-3-5 on top chord , and 19 lb down and 72 lb up at 1-4-11, 22 lb down at 4-0-1, 34 lb down at 5-0-14, 33 lb down at 5-10-0, 34 lb down at 6-7-1, and 22 lb down at 7-7-13, and 19 lb down and 72 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 12=45(F) 9=45(F) 10=-16(F) 11=-16(F) 19=-2(F) 20=-33(F) 21=-2(F) 22=-6(F) 23=-25(F) 24=-6(F) Gntigplevse nfrargkJrrnitrrit!'Ali)DE riJ%rSrS[tf[f'�6fF51fjfENteC sSTfICSSCDS1CN4 xTI'{ACrt76TE,�;pitlP Yaf-ieiil(5aitp ruEa�ersa4iN3e:a.sNltisT�:ss7ts.gn)rsl,;{ICJ,cetNx krtlN�l: te'E5>Ir Ef.let!rexe'1111Ea.eEss: UaLsscBavise sid:iN6t70D,wfp gJTfkNtr[TtFse>;!ellt=rettertte l)D tare t4lil:Aso}revs DesyvEigkeatl fje:lt�r(F[IN!l'n!Sal Oe ptpnlDrtptEiltlS/l.P1R;D1.^�a'.t[ilEt rftE3f51B¢E�t4'�6F DN f-Sp01fIElInr�YlEt tf$'Ft�1EtSt^Er Sf'`p�:IttM,IteTDD NIf,NIHTt�-I. TES t:i�D'J iiSIIaNIN:.I4Ct�7iAIgI1N�Sf11PtID7' (kri d ony T. Tcmbo.FIF, P.E. ci ese ltasLassfortrr raid eyiifEef4spN sEtlih,otne9 r[�g lr[aeitN'1!N Ey49H'IEetWlila DHl}M�i�E�,(fehJ/fia p(;H3'�k. acne h:dkuT¢}siEf p:li".L'Ee r}gn,e eE l4e?DDa�lv:fldA ts4 tfh r+ss:�I �cE km9 E�.sRuge,iMlDenN NEEii r�s5>I'�C re!jas'ad fj tf: �rr80083 IPIE 'ta70es�,afim kaDera R!Ea!es 3t ral,o-dsNP ntt+i lramei�Jrtddna ilne UllGep i4xps+�.tlSAeh, Ir e!efhlsBCSIiN �sttd�Tn NG51(Air=(els mEh4`yenisrl dne Ti IE!iets3zresrfma nes�.d �s e'n!los![ksi in Tmss9e+pu :!tra5lresi�aavlMaiti: aKSs r - - - - - - - - - 4451 St. Lucie Blvd. tlfnrne lEFnA EruCaa;agepefJ �etp iaxmho9lTdl iigfslNcANL1;rTie sCiu Ey leul;3CTaie6aiWa)94i:3ner, vrTtt sspS:�xiiriieerra}ailfi�r 111r�Ared'eps ptgs detail lalpf l: Fort P;2rce;-FL 34946 fopjlighi0'2D1.6AlloofTiosses-AnlhoiyI.limbo 110.t. ReprnEDdionolt9isdoanmeaatingoyhio isprohihifedwitheldlht rrinenpaamissionfioni fl Roof Rallis, hlbodrI.Tomb Ill, P.F. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133451 WRMSBMB3 C05 Common 1 1 k Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.cwm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:46 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-pigev4l I UgsXPfuSC?b2t8K3nSOsbughKQ3Gw3yclYZ -1 4-0 5 10-0 11-3 $ 1-4-0 5-10-0 5-5-9 04 = 4 m 0 3x4 = 3x4 = 5-10-0 10-11-3 138 5-10-0 5-14 4 Plate Offsets (X Y)— 14:0-0-0 0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.04 5-11 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 5-11 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 42 lb FT =10%a LUMBER - TOP CHORD, 2x4 SP No.2 BOT CHORD i 2x4 SP No.2 WEBS 12x4 SP No.3 BRACING- j TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4 = 413/0-3-8 (min. 0-1-8) 2 = 498/0-8-0 (min.0-1-8) Max Horz 2 = 71(LC 12) Max Uplift 4 = -97(LC 13) 2 =-137(LC 12) Max Grav 4 = 413(LC 1) 2 = 498(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.' TOP CHORD 2-3=-567/404i 3-4=-570/406. BOT CHORDI 2-5=-249/452i4-5=-249/452 WEBS 3-5=-14/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. , 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteiior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ! 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 4 and 137 lb uplift at joint 2. LOAD CASE(S) Standard 1 $tt!! PnflIEWM FJ 1'svl�6 HD Ii�iSS E fl".CEA'!i 6158(CF {DCMr ;k 7l M! '�; i.. y` T'' 1 ...afdENi' � erdf 4v;t ryvaelen avl ie:�vN vntTs �uv Des giD anySiDCi ted Dz rt;t ;l:lszba 4rEId.reaeSl!!S+€ae s!. DalestEtlerviu ild:d to tle iDD,crY 11r10tavamt;lvSfhud1.0413D1,uiy6f. As eifms Drift. hg!r<x71.,SyntltrbdElft',Itsla it at RD rtpmets toualma dIte Flusliduy fir 61 hsip+Me?!vt.eft.s 0jAd it, RtiDD ale,Wet Tli4.IN, ttmasnmttupl, SEclx7uEemltl, staoNliry A�tliohff, Tomb H1,T.E'- cduedtrrvssk leilluvitleres;vubla.cltlxDin;tleOnlipEslmctdv7r�4r1d1rEDnI;n.;biSv.vEdeAdfvitL4lR:vvdlE6aklegladievAti.11erolntltbe@D-vlifieldv3itfitNis.fdHglk-;ia;qt,mhllviSvudki�r,sbvlMtttrymtiSldii Y ».60083 lire :dy Dls;:si vd fecEhn AAre;s ss a'ie IEe7DD ttilu jrxlnn md; d9nesdlle Gildn;fEa; a¢n Sdel krv:nuu't(sprtlisEed41.I71 vnd SFLi trtid�.iuE:n pvn>f iliac 1P ILlmts3iEes;eu vl_neti lsdd'in o<teLns[kti;isl ss Dr.! b;fittnlEn,tYanli!'eiel:wxis 4451 St: Lucie Blvd. [kairise lErirHlreb>S;�iped.c,�nbvMej S;tll itr;lsiailtli.iteTrrs mEq �nrIs 1CT14 ruldarDlsivmer, tii. iSys!za b;iEierdor ledb}y ID lvg.'z�da;ns de Es dlMldbiPl l: Fort Pieree,FL. 34946 (opytijbi0'Z,016A-IbalTiosses-,,AnlhonyT.iom6o111,P.E. Bepiodpdion:olthis hwiiientrinany feiir,iipiohibitedwithatitthe writtenpermissienhim A-IBaafTiaSS6S,Ani6ony1.lambD111,F.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 CJ1 Corner Jack 10 1 A0133452 Job Reference (optional) r I Roof I russes, Fort Pierce, FL 34946, aesign@aitruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33A7 2018•Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-HuOO6Q2wF7_OOoTemj7HPLtHVsRdKMZgY4pgS Wycl W -14-0 0-11-11 14-0 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/1190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = -3/Mechanical 2 = 166/0-8-0 (min. 0-1-8) 4 = -16/Mechanical Max Horz 2 = 42(LC 12) Max Uplift 3 = -3(LC 1) 2 = -70(LC 12) 4 = -16(LC 1) Max Grav 3 = 12(LC 8) 2 = 166(LC 1) 4 = 20(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3, 70 lb uplift at joint 2 and 16 lb uplift at joint 4. LOAD CASE(S) Standard W1,61•ruff!tlNB,ryf". It, Ili* 1:4,106,o!r Ulfthuue¢NFsfes Adl'�s;elfErth ilDliktBI11.11stiint Deeea liphENQe Spe�hlry F+Na!r+d uol eF arJ1D0 Ngrneas ee[(Nav:edi7e pralttditderf�:es rlBg rsphtshiltlplt iEl Nsipaittki�a eTnRtF:hN 1009Pt lj'oadalr'FI..RAio!,m rivnNUrs leid;e7<Beilnao;;sFlfBNli7( ,, MthonyT TomboIIt R.E.61'si it Tosifv.4nlry!i thregaiWg0thtntEoinsis'ividRS:dBAgWT 'ihaeaddleuAYE kui r.: it 5!:ftMlRt ..80083 IMldlfsp Dti<s>gtWQa"EMi.,I!�t�tsuiaF,'eNiT�Dtaita ps,�h(iadpF1191F1st!Ilt Gillid)[ertrmedSdehlrrn_fhE irSPpeElutid47 fT csd S1(A e2iele sN9fiv gment �a!dms TP IGnts3erNrfuf,7�tiix9dts o'9!Liss EketSN lmssBtzF Ei�i!rc ttSTsetskmEJte9iis.ree_ss 445i St., Lucie Blvd. eT!srvite d!ffdtroGil.mljlNd Bflf OLtnlarhJdl)IIhKIEI:!lfL11BTla!iT'f1IµJ FaJlltlfl{!IDTIESbV.4JYtB!J1V If1(1 SEJS'A1 rfI1BNF B"®(S+fId1l9. II!fC)iltd4tlff B!E CsdtfadHR1C 'fort Pierce', FL34946 (apyiihhtgl4D16A1iacfTiupses-,authanyT_TomhollLP.t. Reptodudwolthisdotoment,inonyfusm,isptohihitdwithculthew6ueupermissigniio6AlRo6fTrusiss;AnthonyT;TaibdIII, P.t. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133453 WRMSBMB3 CAA Corner Jack 1 1 + Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:47 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-HuOO6Q2wF7_OOoTemj7HPLtHVsReKMZgY4pgSWycIYY -1-4-0 0-11-11 1-4-0 0-11-11 LOADING(psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.18 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.6 Code FBC2017/TPI2014 Matrix -MP Weight: 6 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD' 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 cc puriins. I BOT CHORD , Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS.' (lb/size) 3 = -4/Mechanical 2 = 166/0-8-0 (min. 0-1-8) 4 = -15/Mechanical Max Horz 2 = 42(LC 12) Max Uplift 3 = i -4(LC 1) 2 = -63(LC 12) 4 = -15(LC 1) Max Grav 3 = ! 11(LC 8) 2 = 166(LC 1) 4 = 17(LC 8) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph'; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live loads nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. I 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 63 lb uplift at joint 2 and 15 lb uplift at joint 4. LOAD CASE(S) Standard riG q PI s 1aorFl I 81IJC I1553rSELlEP1Gih94iitYS6ivgiiatel 61x Yogh derytpettrswdsadaNssnlL(i s3Kn0ix tylfC tRt MAtltajl krar➢ PLi strpQn!Esates Oalesse6wisesid im6t1�P ar Bdettasttsmtrkesl9l:�rselhrlttTlDl?xpcGl.Fsei[KjD11111 Jteu{Ie SleJdryGun:i;,Nr;seo!tgorplDUseptsetlsmute;eeli9erraL•sDuder;'eFt'6g(esptsilildp6.6tlKpsw6rs�ftltsE.7:'lelErpe70Dalr,�,lnTi;l:IEehslptasvnNuta6NreqtallnKs;n0tlitM /Artdron Tr TO Tito IlI- eSand xi;Kt4tt lnlluyisfetisuG!ipeft~t(I itle(Iniisi;alonrdrsii•19erolleDesim;biae�tsahatf6Rf,®3ieiLl6tllfdltil:ftdFtclR{i;llt stofMeIDOiilv»614'stA6,TrmiltQZbast S9!ofKIJIe1it04edSft;i6i39�IMC?R.Ati��htl, Y m ,P.E'. P r i 1 h 4.80083 IEsIn{t�DK'Sss tN r[a^tt'it..t!i nisss u%�ilizlDUt llu eS algnlNnts'dlle Mddiej(usp[anl SthryjlnlpNnYt(Sp:PrNisk�4p rN u?ISI(A rteteltl aEl6l gtrtnal;erdstt 7P IIt5res trrsptut ies 616::it'i, last ks.io Doss DK ys;inpeir^el TnssYmdtcsser. � J iZ' 1Sl lNittdl(D69rtG epeE9 epttu§tNgl(dlrur;Kltltil;.iptTlKS rASI^J t9r!vM IS!IDi wa ra.la]t,l}1Ri1(IISSj C.29 G1ritttfl.'DrIflIT13r.{J!Irp 'I I'/RfA50IE C51fF9fI YlTPFI.• St St Lude BIVU. Fort PFerce, 'FL 34946 (opy�ight�l2016AttagfTiosses;�nihnnpT.Tom6oIILP.E. Repio6u(liaaofifiisdptument,ioanyEoim,ippFo6iDNe6wiPhcutlhewriltenpirmiSsipohomAlReo11i6ssas;dntliom'Triom6olll,P.E: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE AO133454 WRMSBMB3 CJ1 B Comer Jack 1 1 Job Reference (optional) A- r rtooT i russes, rort vierce, M 64a4o, eesignLa itruss.com 3x4 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:48 2018'Page 1 ID:tWYXbtUGW VXBg9MPyEYw17zgtLu-15xPKm2Z?R6Eey1 gKQeWyZQUwGmA3pp_nkYNyycIYX 0-11-11 0-11-11 6.00 F12 2 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 6 >999 360 MT20 2441 90 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 3 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 36/0-8-0 (min.0-1-8) 2 = 21/Mechanical 3 = 15/Mechanical Max Horz 1 = 20(LC 12) Max Uplift 1 = -2(LC 12) 2 = -15(LC 12) - 3 = -5(LC 12) Max Grav 1 = 36(LC 1) 2 = 21(LC 1) 3 = 16(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf-, BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 15 lb uplift at joint 2 and 5 lb uplift at joint 3. LOAD CASE(S) Standard %'ntitp � Pleetttl¢tt9pJrreeiea 1� Si p00E Ii@S53j'SrtIEY}6FF�!€1EW5 flC9A2all@pS C@ii@M(:41Yj:(Y7GfitFu"'akEXi' (inuterep dean auwienIDd imlaA:s n!lisirev 7rt ¢� JtewtylrG§%¢t!b ldlteii: iszb:9,1 E lilnextrktta4t'rtuse. Vilees eeuwise sldei eatle7@@;u:r 1RkutttmrpTxs iMllhtulterRe T)Ufaie ttlii. FsQeasa@esipi EiUee�Be;a�e;lena(rrira:>«�it dt:dnarrNN Uteprreers ta¢uG�xdiie ptlaasleed.en�esEntprtspmlBlppttLONesipsia@{ia tTnst:r;;tel iapeTtlDedj. uadnlr'Fj lie airptaannpfi¢e.6dmaue'unetf, nndtli AnthoriT. Tormbo I11,;P.E. e�atie 9aIfPSS�n tut ldlfap It lit rtlp LG16 dt"d ln @enet ne @wteiS[ aaw4x a -!it utr otspat;.iwdf,,i iti, i� ?iaa!it!eedt,a p.,at eaa re.nintietMdl4t@U spa ke!d'adBe Terpt.psngtttt ep:;s-t9t, edenifat ud tssmq 3hA*.: mep aiji'f` .«80083 n1t�,:tnp@eignei trltirtw-i!et+suta,ietEelli@eep is pa!iur�lpnl9uesdne ttiiAqtea£ptAtt!sdnlE tndN'pnt;i�Nnkd4p RleM alU rtt'id.e'snafti �etnil��n!imi 1P ILFfirii3trrip m�e�arcinate'is clSerioss [aupen so]eepB .nenamssl's�triCun�n!eai 4451 St:, facie Blvd. tYerrlie aiPoell otedredt eHc tuttm 1 i iiti.tsin;"d lailms 4 x+fe veer is7@i rx i»!ia @ti: aer ¢Etas YCaai-'nen da bidfi N ttl4im pt cs idaea r+lPl"I. r g p+ n t l a p 1 a ai t. ?p �t Fort P;erce, FL 34946 CaPliigAlmPU16A,IRoalTiu}sei-,Amh"ooyT.TomboIll;P.E. Repraud3agolibis fimmird,indaytms spiobibiteilwithaulThe wriftengmissiinhomA`IReDiTiassis;A@ffiadyl.1omboIII, P.t: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133455 WRMSBMB3 CJ1C Corner Jack 6 1 d a- f Job Reference o tional A-1 KooT 1 russes, tort rlerce, rL Atmto, ueslgn(Q/a rlruss.Wm C Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:48 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-15xPKm2Z?R6Eeyl gKQeWyZQSFGmy3pp_nkYN_yrycIYX -1-4-0 0-8-2 1-4-0 0-8-2 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 5 >999 360 TCDL 7.6 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. 'All bearings 0-8-2 except (jt=length) (lb) - Max Horz 2= 36(1-C 12) Max Uplifts All uplift 100 lb or less at joint(s) 3, 2,4 Max Grav All reactions 250 lb or less at joint(s) 3,2,4,2� FORCES. (Ib)M Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8f MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load � nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4, 42. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 10% I �iC110Fflle;PIFW19Fftle.n#IRY IF7C FFJSS3{'Si[FE["!,&-N91LTfFNf d("i's"DGaS ufiub�Ftlfl;t.LlCd.t,dEY�(eluPt(iFd dtusnFulnitn mdle;lt9,SNNdS1ti4e7H PD(9viy(F["J, ud th lAu�7: F!ihi FEFld:llze Sk;tlr.9Tk_.. DadSSttfxrr)se lld�eedllDD;L �p ktirett—r rl'Aes M, 1i 9{ed fg14-)DAx Ail Fscifns Desida f. 1— ipeielt96iirs�F.l!,Wau7 Rorlpmdsier.(uji.axt{thdr�llfsleul tftl.Rrel=slusli.145ID1 de�fn[S0 i�l��eF,%i'notllrt1e111D vtt rter irS4,ReElS>p�nttngitis lttE.e7Wvednw!; ntlolRrF.�it}IOn .T: TClFibC;III,, P:E. r,39serf irsss%rupt lag!, ire re putsMla:,eltk] er lFe0wx fi.�n tdyell919e 6AIdn9D sgrr;aG"z;adeAdhs lF.ga.udtfeH"1F:dsDnde[a9 RxL 7e qgi e�AMl lDD ml ni 6lll9sedi! sass: ailfifvkTa' chrgs,imttliri le udke z35ail �h �ekatih�fiirl; Yw;$0083 ihFfipDlSipw is Csc`tinr.. ill rAnssl a'eMiTbDaaifttpi,Alrtes 9g dL esdllltnldidF turpeaed SASH hrs%net et t(fhFFlisledzrlii nod SFU n. edx�neh+peeeratei>d7ee iP IEE1M3':145pfi5A'71tfLft�!!?3�'F.F:YS!(i 1pff,i'0,hip bgr,e 9i FftSS.�dN(le'§IIf. R'efi 44 t�,tUi•" � EBtMitt /Estee F'P3CI: C(IB eeC 9ilCnwm19 1 �71 u'lsit9efief.ReiRs 411M i. is 4DFIk FA:f Y tf 1'n ail !dL :Df AUd'Hn50te CS dAAdpTPFd: - S, t•' 12 Blvd. g F F i y �F T s 4 Fort PTeice, FL 34946 (opt'rO01Mo.v.&aomas.es;AndfionpT.Tamba111;V.f.ReproduainuoflkisdotumenF,nrtoy4grPispiohibAedwifficwillewnhenpermissicot{emAlRa0 iutia-Anitian. 1Tombolll;u. I Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 CJ3 Corner Jack 6 1 A0133456 Job Reference (optional) T- I R001 1 hisses, run rleEce, rL 34946, aeslgn@aTcruss.com stun: 8.21 O s May 18 2018 F'nnt: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:48 2018.Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-15xPKm2Z?R6Eeyl gKQeWyZQSFGIZ3pp_nkYN_ryclYX -1-4-0 2-11-11 1 4_0 2-11-11 2-11-11 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GF�IP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 60/Mechanical 2 = 201/0-8-0 (min.0-1-8) 4 = 30/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -43(LC 12) 2 = -72(LC 8) 4 = -27(LC 9) Max Grav 3 = 60(LC 1) 2 = 201(LC 1) 4 = 49(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;. cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard Yamag �FlnietlavEgFlTrv.rcx lv!'dn9G IBtSr3"Sf[tEl"}6EN'9k#IEIiIg SC liCflGvi [14T�Y{"CCTcI r..1�ICAa!�NWFIII IM$ PHAf EELg1gP99eiPKiid IG:I6�SgiASTtE93}K.gi�rTfl4g;EC�'6dfP8 diIYFe(I.ItA:}�,�r.Etl1.I.T,ESE?PisnSe bSS, II9I2!SGiELVISe S1EIldfClee J�p;61rr Wiextela7er rti� EgvR2'. :,edLrlta TJUyex rend. A!q iii Desgvflgkea{ .SgeavinFure!,.g!s!ilxxrTDO xrrevltxrt¢3!,W.e Ed15 irvl�sslm elexsE nu!yxsiEilpgh t4fl iratittei!sl!ih!S hpM!I vFHeItID all�,ruder(i'6I..ttti:tge nsmPiEn luisrtutdnxs, ielsollli7 Mthotl T. TOrilbb,1It PE etd vse .t Gvsiireukildiegis to lesrxatrlrte vfh!9xe!r@t6wxrsv,+we REdyevlrl#el}iWlgpesi9Gi.�s1`:a.nelMeffaslt-tla�.adt5e b:�k:•,ivgiele i4frPt.9eq¢nie vi lhefUO alu�fi ld ayediaeiiess: adeGnbdTy,`sk;vtE<Iashllel vv xiEre:3sSslitE-.reRestif,_j Ef Y IElr CEgPEsgu vxCx°eCar Flixlsuri t,vdil�QevdYttpiMln!aigviddle!sdlleEnlElijtwyalvlSatehlai;nniu tCSI'rFlistkAtirt+IvllSt(du3:El .�ld(e vnvtva!Ani 7P �GireEffiiresrms3 melEvB�$sa! Txss[cesi;ier,Leisks. tegf er!vlrxstNarAvCeleE: !ui S 8Lude . Ai FEESgitldEfilE✓jr8{e?d;ejreEdi9leiE;Teter1(dIjM�KIK(irz1-.TbtTn!33E,,Sirr�ltefISl0T:x5.u'(sTCeiver,xTey$ris;a•.vgtlms`etrSellfia} RllwpaaRetit'ps1(E93dPfA¢d•IeltFi: 445t St.I,une 31vd. ForEPietce; Fl 34946, (ap'yrigA1�1201dA-1AeofTiupses-Aol600pT_Tem6olll;P.E. Reprodudiudoft6idummeiltingnpfotv�,isprodi6AedriithcNMewritf¢npesmissiaaf!emA'IRoniTmstei-An�lanrT:Tom6uI11,P.F: Job Truss Truss Type Qty Ply A0133457 WRMSBMB3 CJ3A Corner Jack 1 1 �RENARMCIRNINGSIDE -4 r 1 Job Reference (optional) A- 1 rroor I russes, ron coerce, M svavo, eeslgnw,a 1 truss.com 0 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:49 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-DHVnX63Bml E5G6cl t891Umyd?g5PoG3700lwXOyclYW -14 -0 2-11-11 1-4-0 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 4-7 >999 360 MT20 2441190 TCDL 7.6 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD i Structural wood sheathing directly applied or 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS., (lb/size) 3 = 60/Mechanical 2 = 201/0-8-0 (min.0-1-8) 4 = 29/Mechanical Max Horz 2 = 82(LC 12) Max Uplift 3 = -46(LC 12) 2 = -56(LC 12) Max Grav j 3 = 60(LC 1) 2 = 201(LC 1) 4 = 50(LC 3) FORCES. (Ib)' Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; endvertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live loadlnonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard 9 firiiap �rlersetlu tp� snie:lu'A l➢5GI I➢diSsSrSUIEi).6rA5Sl fE➢Ni ➢r�F iiIGh3IJSiCM +LT.1 ¢ t.➢➢LA:r➢nYFXr felm. ➢eifj d¢ups penselen avl iml oskt tt t4tlruss➢es ca➢,o i ➢li[4 ert Ih ltatejl.l,s4>? t r literere S➢><f sn•e s�?; Oolex otMrris¢ sldei setk I➢P,asip NIt'ik<stnthtpces s5yi:>. nelbrttt i5o lak t 1: it c Tins OnyafeSlux(t ;Spe;nlry Gtlrh:rLnn t n yj0D,q—Vi¢ou.pr..7cw ia,pif>stlnd eu4t!tlry mttonl➢Ilbt't lbedc9➢awlfrt!ep'er¢StiyaelmNe IDOaair e,du ir,.I,. Rxrsipsvrsp.m Wnm'Wnx!, soddef' rtt.z+Ee:s�etda7:ti➢stsL�snassl`twn!m(trel•artlfeitrg.iwp:Rr�e rMespsetx�sileil:ReetTregPon,.+ellu,llI!rio6➢vimer©sc1 tr md, lnEdesepterdu¢erlliliel+➢iiusl[+ssap +➢wesxglrrSrt;sgry, FssPsnnt¢lrindRmoi;p4t(tiollsalNe9!, sat dr7lS1eos6dSd➢(kAin+s�i3?nlelsmp t3➢hrflt aL evReroe l .a Nn7o¢t ttTMP,I(fU!6➢u[edfiac.imh lr➢tmseABrlmst: �d Au kdrq.cn!og.e fuhllRm mltn.::gsll e'k�¢i�cspt':rrer; AnthoiiT. Tonbo IlT- - P.E. «8683 rk�.sf &.ti"hti «,1rcson! 4451 § Lucie ' Blvd. tau.utiitttro� edt�eaan.0 rinn+rdlpe�¢str.GEf_iaelessteu�Fnr�eeli;act saaateecg,ernT,sl,raariteerrapTaivp.snl��trtimuesiane+unil: Fort Pierce, FL 34946 �(ap➢iigA1t91Dt6A�lfeafTtutses-Antd+npJ.Tom6aill,P.f.Repmdottiatiohdis'dnmment,inaeyinlPnpro6i6AedtriphcuptfiewriBenpatmissionitomA18a5iTi6stes-dathonyTaotn6oIII;P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE " WRMSBMB3 CJ3B Comer Jack 1 1 Ao133458 Job Reference (optional) n—r — I IU—, rust r VwU, uesatyntwa tuuss.wm 0 3x4 rtun: 8."L1U s May 173 2018 Pnnt: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:49 2018,Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-DHVnX63BmIE5G6cl t891Umyetg4VoG370O1wXOyclYW 2-11-11 2-11-11 i? m ef7 [Nn T O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and require7in cross bracing be installed during truss erection, accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 108/0-8-0 (min. 0-1-8) 2 = 69/Mechanical 3 = 39/Mechanical Max Harz 1 = 59(LC 12) Max Uplift 1 = -14(LC 12) 2 = -50(LC 12) 3 = A(LC 12) Max Grav 1 = 108(LC 1) 2 = 69(LC 1) 3 = 52(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. LOAD CASE(S) Standard iff.in-Nut 16.0rreriea lk'4130IMSIESA tDAcmas(➢STDIdj:iTtl)iJ 4[ WL1 Ai? IN!f. Ye* ittip 1—sttteM,.A 0i1?[ BIe551ST'6. Wm1.1,4(1k,;eFl If% Atl yl.16'w'1,A11r Ide" %- 4iW.4" 1. uislaw.,tee sidti to 11e1DD,saii NlfeeaarTtne gh^es sShcMaselnrtte 1➢D Is wild. As a uns DNlga iipuapa Sp ultt hanO 03 sett s urJDDrapeens leURS401atse pans ad eegleserligrtganlNlpria he lu gai!MRtaretest.�p:nel erHrNDavlr, radnitH„Rzt sg�auempurs leclxgteailnne; tdmlAer ad tiedmifmitrtog rnllugli lAC nspanblih oflk,Orttr fEeD nNsifia nt/agmarlLgull egDeslpa N.ikjiemd Ne 116a, 3t ssi lie liw%-, .ej iiieisd frl iht iglnNidthe DOa+da'i: Ddiosedberrast,v➢tReg l.akeg lK:ege iublliFiA pdkn 4g shd e+t:, ceagaatib ttil; MthP.E. ony,T. Tombo III, P' lit td!eagDu�gneetb4rnGm:. tA�n Nrs«d eehTPPi+l Ne panlusalgill Dusdne r.iltia�taarcamSdery lra=,AdNB(Shr_tlistzdSp T+lesd Sl(A eliidii.audM �enerd.�dn� 1P�I Ei5cii3>resryu e,4hes itiSfa.".ssa';ww'si kslgemi.ss➢nptegl:ieNnl rre!Sd'aadeCdN;cexis 't-8Q083 a:linheiE n4i i6deWe eriigaumti I dl ui:uliesirei tiglra:shA�Ev units:I➢Itxrn!la Des' v,nia sS aD Weere`b brilAa AllapAlat4rosaraesdd.aadl;!TPII. 4451,SC.. LuCIe BIYd, r P P r r 1 ! D P f. r r r Fort Pjerce, R'34946 (apjTigbl0'1D1dA;lkoolTiusses-AnibeayLTimbolll:V.t. Repiodudiagolthis dosument;inonybiP isp Ellifeds0ithoulthewritleo:pesmisiionhomK-1RabtTiesset.AnlhodyT.UmbuIII,F.I. A Job Truss Truss Type Qty Ply i A0133459 WRMSBMB3 CJ5 Corner Jack 2 1 �RENARMORNINGSIDE Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:50 2018 Page 1 ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-hT39kS4pX2MytGBDRrg_1 Vlu3OHXjJHE21U3ryclYV -1-4-0 , 4-11-11 1-4-0 4-11-11 3 0 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) . 0.04 4-7 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER- j TOP CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING - joint(s) 3, 2. TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 3 = 112/Mechanical 2 = 268/0-8-0 (min.0-1-8) 4 = 59/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -80(LC 12) 2 = -69(LC 12) Max Grav 3 = 112(LC 1) 2 = 268(LC 1) 4 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp.B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6 i0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. N PLATES GRIP MT20 244/190 Weight: 18 lb FT = 10% �'uuq Netirtkn¢ptlrielirrlk AI13 ,IP iSeSri[Ltr['�.GiK'dS€TfdWSfiC.5°,iD@l (]SIOk{'lltl eA(AICD".f.'n�EMr rms; l'eiM7deny ruefr9¢r3avdited aatzs etHnit s7r.ciirtv¢y{iC�; niftt ketlitTl:L S¢T tEtd¢2atY¢slae•e rre: Ililmft.l3es inlitlb' dr 3D117 6�reitetu{nrp4et s5tlf vtaudhtRt inihd:As0tins Dtupi liplizitp,Spp011ttE d.r'§2 stelum TDD represemi tiuitprm aMe priits5lied tr"iriigrgnyllilapfit etd dFsir C(thVtylNssd:9tdmAt100WfJ r¢f.71p if*lisp N-F01M ltt'dk;uglin8 widilry ArithcnYT: Tomho1l1.P1. d aieda Gmshr mleildiiy ti l�rtspiciFalArAHaOwl its:•Peati ctv udt i l9p dF+IL iUenpe¢t; i7,�p nihi! Ip¢s IR[ du ¢idtd pdhsAieiadF rn?t11 14tgjmt dMedDD atd io: held istdh riss atiiagwr'? iiimpe lut tsa ix'WEt SiAlt _e�pa�s,A .fi d: -310083 ifir 'tap Desdas tns C[ ecil d�ues3t«YaIte7DP etd lzepyslneiim3patl4n!s"dpBe Gildarttap�nl5t(sry laa®cnet 8<frp ffislid�fel exd SlLf"rtaseW-x[Sfra 7eneroizdmt_7P lkirt33ittip t+so'nes¢%Gds��sttaliiss DtYyH,TtF33'1e.G'3J?'itr"ITre;3}FdN(erwif�tt!tti 4451 St: 11i[�A 64d. t'ptixi3tltM1iid d!9�a¢Dtdu tt9 ittiUstfi¢p djrdl ytt'tsmcin ldeTrc C+mFy tees s7Li tk Bn�sT iipt¢f 1fTIt 5Sp x:¢pI¢tfYptd il9ty.l,Iltup ill depl iftcs dd;aHhiPl p'.• FortP'erce; FL. L.34996. Capyrigtif 141iiA•16pglTiu}pes-.AnthunpT.Tomba116:p.E. RepiaEudior.ohdisdnmmeMinanytopP,ispFa6ibAtdwithcNlhewtinenpdrtnipsionfinmAlBanfliasdep AnlhonyLTwbulll,P.t: d Job Truss Truss Type Qty Ply RENAR MORNINGSIDE ` WRMSBMB3 CJ5A Corner Jack 1 1 A0133460 Job Reference (optional) e.— r — r Fuses, rur s rrerce, rL 34946, design La-nruss.com Stun: 6.21u s May 18 2uls Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:50 2018,Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-hT39kS4pX2MytGBDRrg_l _VkT3NmXjJHE21 U3ryclYV -14-0 4-11-11 14 0 4-11-11 11 3x4 1 W T N O J I LOADING (psf) TCLL 20.0 SPACING- Plate Grip DOL 2-0=O 1.25 CS1. TC 0.39 DEFL. in Vert(LL) 0.05 (loc) 4-7 I/deft >999 Ud 360 PLATES GRIP MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.05 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 113/Mechanical 2 = 268/0-8-0 (min. 0-1-8) 4 = 58/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -83(LC 12) 2 = -65(LC 12) Max Grav 3 = 113(LC 1) 2 = 268(LC 1) 4 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard i V5u¢iap•PletsetlttngNreeli¢elk 1 I IMF TIEStii'SHIEn WI TM 6(NiflINI'd. u�y£iP.l �,C(AG 'sodEMi(ws laipj pevyrpmr�Jessaw(ieataA seas'dsT ss to gairmse?7{iQ�7; a1!M id4u,LIa .L rLrd:rer q4i 5e., E.?; Ila4sfFAzdip?sldjx6e IUP,c¢lp Wirkt¢uxaptp%'xs;edl aaselhrlttTrii lax did. As¢Trns Dn tiEigrc<ull sphuln FSJra?t.fS?Sedne¢TIDDIeprese0t¢4uus+:esJ Me prds4eu(eraknslrgrsp¢KIIYgP l6elKNF4ttki!ere ins[ip:tN er.HplaPSslr,vppaip4E,.Rtb's pxasnnpares fsthpcurdnxzt!nolilf!p 't :7 cd ase d'as Tr¢ss4.ree lulre-iijter¢s¢s1a rfNa 9lae fkQrm--{�' w¢ ns lte tWlliipOrn atdandutdhe i4t s+(a119e6-dE�.Y iele r&3 Rrt. i!¢ aie[iMe_�O a�w: Ercldosedla irass; �ibfice E�1 s�sr¢ isfdlat e¢meGsii: r4s115s2'L ie. aisi4�:M ¢f ��Otty T,Tomho._IF, P.E @ts4451 St:, Lucie Blvd, s1s^eise it6kslEfer¢riule ed ipeni¢tT�t i dl•uivin,fre7, laeTress Le ¢p eus ls• Ctrx6aids C¢i'aer,uT¢sSps'aahiamra Svdli .Ill daJi:e,�as v6if`�aedmn I - P ^9 Y I p 1 r r.. �t Fort Ps etce;'FL 34946 (op'yTightG'1DldA-fSeoETiusses.lotbonyT.Tombo111,P.E. Rep"roduetionof thisi mment,inanyloin is prohibited without the wiiBeg mn4sionho6A-18wfTre4s;AnthonyT:7o6toIII,P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133461 WRMSBMB13 ICJ5B Corner Jack 1 1 G I Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:51 2018 Page 1 ID:tWYXbtU GW VXBg9MPyEYwl 7zgtLu-9gdXyo5RI MUpVQmP?ZBDaB2vkTiuGAYQTEnl bHyclYU 4-11-11 4-11-11 a I I I 1 3x4 LOADING(psf) TCLL 2010 TCDL TO BCLL OM BCDL 100 I SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.42 BC 0.40 WB 0.00 Matrix -MP DEFL. in (loc) I/defl Vert(LL) 0.06 3-6 >993 Vert(CT) -0.06 3-6 >977 Horz(CT) -0.01 2 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 16 lb FT = 10% LUMBER - TOP CHORD! 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building BRACING - designer should verify capacity of bearing surface. TOP CHORDi 6) Provide mechanical connection (by others) of truss Structural wood sheathing directly applied or 4-11-11 oc to bearing plate capable of withstanding 100 lb uplift at purl B joint(s) 1, 2. BOT CHORD , Rigid ceiling E irectly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection, in Standard accordance' with Stabilizer Installation quide. f REACTIONS! (lb/size) 1 = 182/0-8-0 (min. 0-1-8) 2 = 118/Mechanical 3 = 63/Mechanical Max Horz 1 = 100(LC 12) Max Uplift 1 = -26(LC 12) I 2 = -86(LC 12) Max Grav 1 182(LC 1) 2 = 118(LC 1) 3 = 89(LC 3) FORCES. Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.I NOTES- 1) Wind: AS 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8A MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-61,0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. �YelAiaP Plisse@ttnPklrterinal:...... Ii�?iSs-rSEEIa'.6EIiaSi EEUfSdCrX,tIIGkS(1STu�{.E'P9 a�.EEL7"v,NFHi Ea19L TtAIE(S.+SIy Pq[9�Ar5 aad15E eAA[N111[Tti!s'THk°f DArm3{Tfre[tdlb-ANl[ePT�)4"Madi IE.rl.1.Tf:l..1 '!n9!:Dlllsl AEF.aYfi{Slal!Ean 6eTDP,p!Y Y _ V1EAMiAtr�;lerE�s shdtE!BUI(Ir14 TID Ia ee.AliL A!Airrss Desiyn[iErctuti:,S@AgEm ENns h.saol AgeAplODreprruts [c [r�si esdlh p�I:s4tndeenne heSs:sPoni)Iltltirua dcs'p�utttese;ef•As[;1alvNeTWs!tr rAdarlil-1'[tE siT?nnmpiEAs.lAtt2p<enunw,sairolifi!p: Arithoh T. Tomb6 III -PE aA Asedii Sax IilRac ii Au es Faliry alta!7 IkprAi'S szs!Ea[¢'prlhe lull An Desi u•;etk�nat>ldpn lS(,sS. AadtE hd6�.Eia Ee ee:I"r,-I 'hr se;AlMaIDD Ail Anhell uedne'rass.si tacs:fl sk!4 F,IAShIE�uo oEdkBi sS�l'ata re. v7'Jr AI. ' St; «80083 r Ih[-.faa D!s�u[A�(L®"a1�1!:/Ili Psi l.A®BeTUDetEAa Ef�nPSOET!d4q Sal ill EIIIEIIy ECa;.�Hl i[Ett]ITA ARIA tnDNEhsGASJ Tel n>s SE(.t nl:;riv!ntq{n geuiatdms IP IC!IlSi�3mE!asr nes Az;�"en'3 Las![kii}i¢rli!si9rsr, EAdfaeu m!(¢eiNaxlaCHeA.Asxs"s 4451 LU[le elvfi. ' e'hr�is[d�f[HEioia9sW eyiFlasanp)7d�Aj ljcll ier•Asluurnl;TaeTRs is Aa.yiete 13,7Ci atsAaTDF31tr xU.t S7C.a saPiaxreop4iilE�ay lCl�*d�[dtNus are cid�F, el iaTlFl " Fort P;erce,FL.. 34946. (optTi;hlt�YDlSAifeofiiusses-whmI.Tom60II1;P.E. Re¢rodutliuroNbis'dosumentihnngPormliSpiohihffedwitheusshewniten¢armissi6htlomA-IRaofTrasses-AnEtinnjiT"amhoill,p.f: Job Truss Truss Type Qty Ply WRMSBMB3 D03G Hip Girder 1 1 A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s M: ID:tWYXbtUGW VXBg9MPyE' -11 0 5-0-0 8-6-10 1Z 5-0-0 3-6-10 3x4 = 13-6-1 LOADING(psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.08 7-14 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.09 7-14 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 901/0-8-0 (min.0-1-8) 5 = 901/0-8-0 (min.0-1-8) Max Horz 2 = -52(LC 6) Max Uplift 2 = -497(LC 4) 5 = -517(LC 4) Max Grav 2 = 901(LC 1) 5 = 901(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1469/917,3-15=-1284/841, 4-15=-12841841, 4-5=-1469/898 BOT CHORD 2-8=-740/1265, 8-16=-753/1284, 7-16=-753/1284, 5-7=-741/1265 WEBS 3-8=-224/387, 4-7=-200/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=497, 5=517. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 138 lb up at 5-0-0, and 59 lb down and 86 lb up at 6-9-5, and 106 lb down and 138 lb up at 8-6-10 on top chord, and 215 lb down and 213 lb up at 5-0-0, and 48 lb down and 68 lb up at 6-9-5, and 215 lb down and 213 lb up at 8-5-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-59(B) 4=-59(B) 8=-215(B) 7=-215(B) 15=-59(B) 16=-39(B) 9-0133462 17 11:33:51 2018 ,Page wDThyG8FQTin1 bHycl' 14-10-10 1-4-0 3x4 = PLATES GRIP MT20 244/190 Weight: 54 lb FT = 10% T 0 N . W. tlnSrNarryH mxa Ce �tt r)Q tr:S�✓cSrE4E("� 6[y�$} I(4{Ii B rCC�S G{Ti�t441r�i±e�iGrf.:t:b44t♦� IteZx-rNiiJ ieOyrt[1111:4PISAt (DSa031 E Be ILSItiIS DPS �)iTfCly{irtij rFfEA%rliFCf T. TEa'a3, r� rriYriee4241+48 r ES,: Uiteef [54M ise slelrtrr tleTDD,aaEp k41EttEera;hrrseE d9fl:!rudhrke DOlak retd. A!aT5a35 De5yehylrxEO;. S}elEDp hSlrx tt.feEln EgiDO eepr r?t rau�q;aa[d lhraieE5laEelegsE+Ir§e.gor5lhlar7�56Ek5'paTAShx.6jaq St �tlej ratleID6 aah,roDderir4T.Tht":'ya3Esrn(DiEs,Irt2syCee�nN!;EEBEy rlasedd5l�iirot urintfigii ltensp iFllmd Oyer theraxECA:s:4H yeaia ilrlulGEc on,g »s(k.;vEle>I rlpe 14r 3=b..1 6M1E�,tsy rite rs31P-1;k ylnie A the DO a a tW rSrAta�TrnE: f�ea6rrfi :izroya; umieuia rrtEr s551tti" '-s>! Anthony T.�Tamb6 III,,P.E. z 80.083 . Ihta�[xyDesAee rr4 Qu^en� d.rA'esaz ea uthl➢D. iatlu ryM¢t!�dyeild re5 r10e GJdiijturpEerEl Se(e7 Frrneuw t(SPt Eluladlt ialead SlUneielksmOhETrnerA asdme 7PIat5ehc'F±reryEmr mefuadr:i±s�'E_I asE[ktii�er;LEs!Drys hpieercitfRSS@aar(rt'riei iafefi E'kttwise drhed.Iro±aSDWDpeElsiex it xnhoy lydtieiF{s¢+ciee7,.TMeTR.S Cx�. EvynnrfsACit`sEn41sEDEs:paer, ericr 55r5!za gatere ®r5rtl3�a¢ All tap �sad'r:m meuid aEtbltl.I: - - - 44R St.. Lud 61vd,. Fort 0 erce, t: 34946, Up}?inM0201.6Ad6patTrumes4othoay.T.TomboIII; H. Repiodufflop Dffhiidb**nt' In flni IPM ispiohihAedwithcotthe wri&D11000enhodR-1RaDITrusti AhthongLbihuIII ;FJ Job Truss Truss Type City Ply RENAR MORNINGSIDE A0133463 WRMSBMB3 D04 Common 1 1 '� Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:52 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-dsBv97533gcg7aLbZGiS6Pa09t?I?baaiMWbBjyclYT -1-4-0 , 6-9-5 13-6-10 14-10-10 , 1-4-0 6-9-5 6-9-5 1: 0 4x6 = 3x4 = 1.5x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.18 6-12 >911 360 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) 0.15 6-12 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 577/0-8-0 (min. 0-1-8) 4 = 577/0-8-0 (min. 0-1-8) Max Horz 2 = -67(LC 10) Max Uplift 2 = -222(LC 8) 4 = -245(LC 8) Max Grav 2 = 577(LC 1) 4 = 577(LC 1) FORCES. (lb), Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/1132, 3-4=-702/1132 BOT CHORD ' 2-6=-842/564,'4-6=-842/564 WEBS 3-6=-577/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end ,vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=222, 4=245. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 52 lb FT = 10% Ymiag•Pleese tF npHr rs%tx rr.'EIi7G I3�i53rSEllF[�fSqdltlEl!!Sd(OIC1fIGl3(7iTCN{"tta.r.Si!ICR..sitdEXi'Pers hiAydeiiyt poe�mand ieJoAeswlLiTrossDn ca D,wi+E{lTh'�axl llx ErtYee71:P�7 Pf:ldm:e!FeefEa.'are wt, llelea ellrrvise sill tttlelDP,ea'r .......IwiPlr Fsh u'�I s. red hrltt 130lP ae lelil.�FS a irrss De!ilq hDlrxx{! a tgrldq G�u!r; Pavel u wrlDO r!pre:ert! [cu¢pxa eHle prat!ssleed ee;'et!rUg¢!Porsllil,lrla•III de!ipabitEe!�t eT tR d p;,ged [atlelDD arlrralulr'I l,.lte f.5'ge wunNim, Itl:ptoolJtletlarilolirrp ci asedai Gn!`. [wr,llitgis lkr srwblitrAneO n,th Qrniscr:+ell avllt lull eDe ipw•,ahe pw!er1Nh lM; da Pd wd1I 6!�Eadieyn8 rzd rhl. lle apjnrilel!M too eil eo:Ihtd uedne rsss, rA aba7' .;mre!!°itshltel ro mdkh!n!hil, E[ b ieyratiA:A. d, nnthOny,Tr TOmbo III; P.E. IhkelStg Des:gx,[lRv*tC..i!I nts!s cY eRiloQ iad4xpaclne!alp:id!Inesdtle rriltief(trzrt MSehh lrn,•'net!w'E(<I'rE!�sFif4j l71 nad lEG [rrel�mdle!gennal yn dw 7P IdE ces3:re!rcux bes¢OQ+zsa'Se1;ni Dtil;.tr;lr[!s 7rvp7 Feplrer<al lmsSksMtCarzr�u!e`si t,60083 FI'!hd!I driitrd Eruteil'ml;rtlegl[OY!Ihep IJ LIlgM;KIN:l1tS. iEtTR!!it3fwE[g[ttfi!lCTtaDud�g CfSlga!l lrio!Srf af�yiteerraT,6ulliap. Ell r�.y,[ltin vial defnlhlPil: - 4451 St. WUie Blvd. • fort Pierce, FL 34946 (opETighliS11016A-tfnoiTiusses-Anlhaa"pT_Tom6olll,P.E. Reproduaiae.o(l6isdoeumem,in4oy[pim,iipiohiEiPedwilheuElhewrittenptrmissignhomA=lRaulTrasset;AglAonyT.iombolll,P.E: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133464 WRMSBMB3 D05 Common 1 1 Job Reference (optional) Run: 8.210 s May 182018 Print: 8.210 s May 182018 MiTek Industries, Inc. Mon Sep 17 11:33:52 2018 Pagel ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-dsM7533geg7aLbZGiS6PaO8t?h?bZaiM Wb8jyclYT 6-9-5 13-5-4 , 4x6 = 3 3x4 = 1.5x4 11 3x4 = Y 6-9-5 6-9-5 13-5-4 6-7-15 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.18 5-11 >915 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.15 5-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017[TP]2014 Matrix -MS Weight: 50 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 54-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 493/0-6-4 (min. 0-1-8) 2 = 57710-8-0 (min. 0-1-8) Max Horz 2 = 75(LC 12) Max Uplift 4 =-224(LC 8) 2 =-222(LC 8) Max Grav 4 = 493(LC 1) 2 = 577(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-701/1136, 3-4=-701/1137 BOT CHORD 2-5=-894/563,4-5=894/563 WEBS 3-5=-580/309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 4=224, 2=222. LOAD CASE(S) Standard Weru§9 •iletst ticnifNrrniev Itr 5I I)GE 17diSif('S[UEPj,6rN5!(ifUiS flC4ti §IIOHS asi0MT.Et13-,.sirOR;icnN.EgP Eetrt ierild ti9i1 itrlaelenmd ia3i9es H MntihseDH.�i )rntilr �IP�; nd fk�letlxil:l:aAJ ,! LldeextS2xtswaft Ht: Oeless ittxr+fsesided er,61TDP,wrr Wl"ki timer ploslKh.udtlrto 13011 keeid. Al.jsifs DWI. hEh<u+le <jrfilry EiputtltH udegiglDDed lit pzlH9HdtukeyltIl'HIMiilprfa lit des�741 tet S'�ye T'e i CIA 10.10D>dt TidNt(IT if2a:t'g^e]SSIOttlte111[Z2�Utd1M1N;, siitadry M�ony T, Tomba.III; P.E. cd iuda t itasitM lid lnfligis lse etsrH �tilA:,dI;L4 lPr ltt O;ii6'.'A;ed 04 "aedt,11utiny OHltn ,4riajlden dHt (tE. de Rt.jtit hte i cis it l ce3 ikl. Th q,#,if,f t.loD i" WlHt dBe rn`ss;hd t+y sa:q€, n9 llmti eedka.q s§di�e kd rtSfCas,A'Jr d, ' tix td'fs DH+ce�ted ltrlete.;.Ili nts st .Y di7O nity ti9rtes d ed9oes §It1t llildu [ea netlSd Ixtinnu 6(SO stxd§ 171 n111(A etflHH¢dfr+ Hndi 16 IPIIde5ies�.rHtisik*H nddxmi cf!t 1"it tag e,Trcsirev in ae stl ii ;SNieH(eCEier: ce!ret ": $Lu de v r:. t 4451,Sts Lu efuiv1'%kitedEA1rededeir"Hs it ri" dl eResiitdied:,lheTtiH@es.zi Ft IlHrlsMCi lxrads Des: vtrll sSt+zaEr ileH¢aS.dlia.dlls `dTed'HCn sites deraelhlrFl: CIE Blvd. r F r ; .1 .. g Fort Pieice,�FL_ 34946 (ep}iight0'P416A1ieaETiusses-Anlhoupl.Tosnholll.P.E. Bepio�iitioOafPdisdotumeM;inaayfme,ispio6i6itedwitheutMewriBeopeimissicohomAlAeoETt6sies;An�ionyTaumEn111;P.E: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133465 WRMSBMB3 E01SGE Common Structural Gable 1 1 ♦ K Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com r 1-0-0 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 13:28:40 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-y?OsoNSgx?QLU6wQ3tHj HxsDvTz3srfQb?23uUycjsr 3-104 7-8-8 8-8-8 , 3-104 3-104 1-0-0 4x4 = IF I 3x6 I I ^V 3x6 11 3-10-4 7-8-8 3-104 3-104 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.01 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/1'PI2014 Matrix -MP Weight: 46 lb FT = 10% LUMBER - TOP CHORD, 2x4 SP No.2 BOT CHORD ' 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS i2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. i REACTIONS. (lb/size) 8 = 340/0-3-8 (min. 0-1-8) 6 = 340/0-3-8 (min. 0-1-8) Max Horz 8 = 73(LC 11) Max Uplift 8 = I-137(LC 8) 6 =-137(LC 9) Max Grav 8 = 340(LC 1) 6 = 340(LC 1) FORCES. (lb)i Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/488, !3-4=-263/488, 2-8=-311/545, 4-6=-311/545 WEBS 2-7=-304/195,4-7=-304/195 I NOTES- 1) Unbalanced'roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsf; h=13ft; Cat. II; Exp B; .Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60, 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-M oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at —lb) 8=137, 6=137. LOAD CASE(S) Standard EL'c�d!t�PleesentreetHrrnlealS!'SdfBC; fiOSSSI'i[(lFPl6[pJlLfitflSB(gFf1TILtl3(1S10Mj gt7]j:tCe,OP',iNER�Iuz rerilr drsig, rumdn, ndrm3o9as ecldslu!t gesga Prsviy lf(£?eri,Mlnlurl.Ita1:CI,tE. rdam;!Ami t,ren!. gdess dkx+ise G,tel!vneTgO,sa'p klTeivaeednj Rssldi&asedsardz i0D 1, le wlil. Asc Lns Omye 6prxeii.l,s,e:u0r kgluerj.n!snlnwrl00upmedsuvwpaw dpeprdasind e!g'!eriagrzs♦uslliliry%:Ise les:gaefnefeyAnthony T. Tombo IlI, P.E. .date dnh Fossf-ay Whi is lk,esrw!hifq dth0»a,ne 0ratiea`ari:k ay dr: no 1.16.1 Oesip!,nN nand dN ltt 6? !L soith1td 14.qah.1MI. I&,gpwaien1e100edoa,tidd afe dn! Iwss. L,d,Fu L-4. .ss,ate, bnussne W kw4g sV0.k,, 2p vel:kd z80083 Mti:eeg9rnr^.crN(eC!Cr..111u!essol W sINT00 neli!rsarrtesolpddw!s dtl! In1Ge1 (uer a¢d Wet 14nome R(tf 10swil In!,dsia m:eld ufha Point p4ra.. IFN nieesn:rnlrs r'nes slbnn d�:Inss Uesiper,t.ns7a:g, ugi!nmirnss Nr,.trrt.^.r, u:es 4451 St. Lucie Blvd. !xeiiwlshoilletnxnfopeedopts4mmyydlrm:asbdedllernss1IiipEa3oeern�clulai,g.m:p xtnss(issiagnvrr.mllNns.m� aaamsnemdd�dirtrtl. Fort Pierce, Fl- 34946 CoprTight02016A-IRoelLosses-AnlhooyT.Tomho111,1`1 Reproduction alibis document, inany form,isprohibited without the written ptrmissionhousA-1RootTrusses -AnthonyT.Tomholll,P.L Job Truss Truss Type 4ty Ply RENAR MORNINGSIDE ' WRMSBMB3 E02 Common 1 1 EC0133466 Job Reference (optional) . =r JYJVV, uGJryntWa 1 OUbb.IxIIT1 8z10 s May 1B 201B MiTek Industries, Inc. Mon Sep 17 13:29:12 2018 Page 1 ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-09JyWJrkOrSpJ1 MZxbsDahBekNgxMKw8y_olOdycjsL -1-0-0 3-10-4 7-8-8 8-8-8 1-0-0 3-104 3-10-4 1-0-0 U4 = 1_0 3x10 II 300 11 3-10-4 7-8-8 3-10-4 3-10-4 Plate Offsets (X,Y)— [2:Edge 0-0-01 [4:0-2-0Edgel [6:Edge 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) 0.16 10-14 >595 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.13 10-14 >707 240 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a I BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 37 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x8 SP 240OF 1.8E 1-6-0, Right 2x8 SP 240OF 1.8E 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 343/0-3-8 (min.0-1-8) 6 = 343/0-3-8 (min.0-1-8) Max Horz 2 = 40(LC 11) Max Uplift 2 = -140(LC 9) 6 = -140(LC 8) Max Grav 2 = 343(LC 1) 6 = 343(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/832, 3-4=-198/369, 4-5=-198/369, 5-6=-402/832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) 2=140, 6=140. LOAD CASE(S) Standard tteilq-ties:ehuniHrre!Irtite'AIIDGEPDSSrSi'SE!lEC!6EW91!IEiHSB(DAfill(itlSf1�DM�;lrt7'j:.(CMCr�:ED'a6tFMi luerTu/MiT. Eveae1ene4 resides wNis Im&2es!9 DrswiyITIO0; snilke deksol7.Tests Il;, EE tdOrme S141 feaene. Udess di ­is' and utit lDD,aa} TAIRlee-eed-r peas shAl4ese1hr IN ID to 6e slit. As chins Nip hoatu(i.e. Serulif 6!+d.Wj.6! elnnTlDO segresertuevvf!cn:eds6e prafes:Ind eq'oerlrgreynsiNlnt;ar lAe lss:gn<dlle ss�einssEepldehr.He7DD adE,eades ir`4L 7rQ 6zslTa nsrapnrd,hdie3udlnxe, seeeEiiry' Anthony., Tombo IIl P.E. Hui,rl'se Nester np Ishii-p is Ike reg.u.1314 eltk D.wsr. Hx -1`114*i1d1,,14erIke 101111Ddipeer, rim newel dhe lt(, 6s it( ad Ike led ta' 711lerad PN.IhspT,n!dIO, TDDadro!fil1 sse 9Ike 7.15,ladd.T.fi•4Afafe, idhlldin a retesul Asp,14 rd"!I. .`:hd - rI'Tomb e ZtUa"Iftg7esgwrsri(Isesdr. All dos selon304DD rod lke PlAnstal;Oalelesdthe rnl@T(wrvio Sdesnc�ntliu7CJ;paNitkd tT 111.1St1A.3.Imodt1n-erIFI.aL PitUsIpli hnr is NCl4`e1a!1a Cos:. er,erTn!s STfea- ,4r atm hi15 AD :dad'esas uemlefadhPTl4451 St. Lucie Blvd. 7 >< t• q T 1 sf T n � 7 >; mA� Fort Pierce, FL 34946 Copyright ©2016A-Ileaf lmsses-AnihonyI.TomboIll, H. gepeodudiaaofibis dosomenl,inanyform,isprobibiiedwithout the weideopermissionham AAflaolTmsses-Anthony LTomb 111,P.f. Job WRNVBMB3 Truss HJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 RENAR MORNINGSIDE A0133467 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:54 2018 Page 1 ID:tWYXbtUG W VXBg9MPyEYwl7zgtLu-aFJgap7JbHsOMtV_ghlwBggTlhneTXls9g?hCcyclYR -1-10-10 2-9-3 1-10-10 2-9-3 I 2-9-3 2-9-3 Plate Offsets (X Y)- [2:0-0-1 0-0-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft L/d ,PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-7 >999 360 MT20 244/190 TCDL 7.6 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 45/Mechanical 2 = 242/0-10-15 (min.0-1-8) 4 = 18/Mechanical Max Horz ' 2 = 80(LC 4) Max Uplift 3 = -2(LC 9) 2 = -127(LC 4) 4 = -15(LC 19) Max Grav 3 = 47(LC 24) 2 = 242(LC 1) 4 = 63(LC 22) FORCES. (lb)� Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. , NOTES- 1) Wind: ASCE 7-10; Vu11:=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI1. ' 3) Gable studs spaced at 2-0-0 cc. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=127. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 59 lb up at 1-4-9, and 75 lb down and 59 lb up at 1-4-9 on top chord, and 24 lb down and 34 lb up at 1-4-9, and 24.Ib down and 34 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-54, 4-5=-20 t5r@i@p �Pie@setla@@trJrneivxltix `SIi7G Ir9iSJPS[lift'}6FK9![1EIf1fdCDgCiIIOAS FUSION{ n1cl„1t47CA:i".SdEMr fim ierAtdidvn Eov�atlen nod iecd@sies e@Igtl�ult7e!:�)t y{i[�; aelhLet6!e�L(sa-5r tE:rdt!eutSk:{ifda!e[!9: Uvlest<tFiMrisv!Idelretle lDD,vair 1ill[N(eett I1(p'ehii l!IS?9ild EAt Ma lID1@1<@I{i1.F!@IfM!DH!rl Edejl!RNdI l: rjttltn El[ICe3.17.!a@II@pIr1DD!eprY.eli!10[4Rp♦.W%t Fl Al r!pf!s!IA@L}!EB@f!fllsf@SrW!INIArEk lrld f�:1'Itf 4E�ErI5f5p-'.'IeO WiPTDOB@II;@lpel jt9-I., 1Gl l.i�rJ 35!t11NIit3.I@Ldipdt�@I@!, ttdOr{I17 Mthc6 T, Tcrrlbo:III. P.E. ed @ied i6@sst+v@p tn!fi�yisie @sp _H&dt,t4 tte(!.airi@;tst@d aeilri4l�i!en Pes',iie;,a{Arc@mertdhn l3r a±u§'a}!felt!�kis6trg!Cie ec?rWl.11iyln!cldMe rDO@il er rrcfd@!e@tne rssi.1 OeS krd:;a3.s!t;ole u!1!dif@ giiii, d!SvIM�.2-p:�isf :t'i of Y 8' Ito t@!!tsj0es�tas v4Q+n�W,. d!I xts @ w'�iReTUl�nl l+el%�@esol Dnldnes @Itee ulldiq it¢pm�m Smvh ld@?Hero 6(fNpil6sl�A6j M@o11NA uesel:,audb ymer@1a1. lr 105@esS>!nre�a§ leesuoitspt>l�vss[aiii@n,lrtss Trip Enp !irnd ln.s YcM@eMie!.aie'sT Zt _800 3 e:kiMse dfTl@Fdt o=0' ied ape@u ,i1i t dl Mesa. Cr@i:idelRss R; Er iWfiszNe644 M. @'u,rff @:s5 Me @xrra 4.U}i@. a, tl.4h,tis di.dereedl R 4451 St; Lucie Blvd. r P �1 r. r r a M. ti r 1 9 FortPoerce, FL 34946, Eopj7iii 1 01010 Atl ipolTiusrei-AnthnnyT. To. III, P.E. Bepio�udian dlrhis'do ue!e!!l in any four• Is pm6i6i1ed wiEhptil the wiitten permissieo ham A l Haaf Uesties AnllionyiaomEu III, P.E. Job Truss Truss Type QtY Ply RENAR MORNINGSIDE 1 WRMSBMB3 HJ3 Diagonal Hip Girder 2 1 A0133468 Job Reference o tional A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:54 e018 Page 1 ID:tWYXbtUG W VXBg9MPyEYwl7zgtLu-aFJgap7JbHsOMtV_ghlwBggU IhpKTXls9g?hEcyclYR -1-5-4 1-4-0 1-5-4 1-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES," TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 8 >999 360 GRIP MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 8 >999 240 1 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 7 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-D oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 169/0-8-6 (min. 0-1-8) 5 = -16/Mechanical 3 = 2/Mechanical Max Horz 2 = 47(LC 8) Max Uplift 2 = -82(LC 4) 5 = -32(LC 19) 3 = -8(LC 8) Max Grav 2 = 169(LC 1) 5 = 36(LC 22) 3 = 17(LC 22) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 52 lb up at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (pig Vert: 1-3=-54, 3-4=-14, 5-6=-20 Concentrated Loads (lb) Vert: 9=21(F) 6H64t"11e4se gmja irww&'.41 i7Cf IrisorSEtt Gfo' ItEtI1S 6Q MECi3nS1C1t(�:ntljlfL7CPs46WE�rH�i TH1}r QILjtrGlli�H341I!G^�2Aai 41ILST!lIs'rHit11I!'APItrIIr!IFS lei oey 1. T'A j4tE r4I.12N.f4F?41i�<.t0s,�pllsf41MfY144 YII!I1pI�tTPU;G9f( Miiee4evxTstoes t9gl::sseel�rltet)uukydd: As a tryst Mile Q 4geodpIW Optlsea et ByTDO Rpeudse¢ws4.tx:edto pd>{slude:ete lt5 rsrmtllilprb;,IN des giiltte ia!i fats 1.'p�7e1 t@tlr10D ael;vodHTA-1..lkx i�� as»°litm.la.£e ew%dnw!sritcliY, Anthony Tr Tomti6iIII,-P.E> cQ tsed sfnss'trtor IHllnah foo nip4 'qlm d'k 9rier tkeQw;a!si s!iteeyeal® thetitliig Ue'siil**, aukiideddfae lR °y adthe toall+'erzpnli e4Qt rt.11etr,+tse!eI Me IUU tyd iij fiell tserfheTnss;Po i°gE :sar. s!4!ote, iusill4lnu otEkrif 's5>14t1 kart �iti5:s:l.s1; r. x 60083 tGr W!t+y0esgae!'erQ ft7'ena! QI-ri!es,e a: oddlUPNttt pp1¢es aQyiiddnesefsle pilaitj (rut aed fderyfzi;nes!a 6C}h�1lisEedyr.Rl nISEG•HerpeauQfrs jexnE9ase.IPI-I ee5risereipess4 a!ei4sf�.'o<?,➢yssfksiieu;T!essDes.prnrfuersaQ Tastkandii!iseeiEe3s e7t(riultrittdlyoeed 4a aae4i r"pe'iu>;r!het lydljais !.,I'sei ha rrEs �ps� y eer is 70rtk6>illaT Ces r,H7+srts�a hpiemi or t,J9n9. tll rgry �e;eim tiets7eYnel ie11F1. 4451 St: W60 Blvd. Fort Pierce, FL .34946 (dppigAl O fDl6 d F AoalTiosses-aalkony i. Tombo III: P.E, (eprododlon of tbii don meot, in °ey fore, is prohibited withurl the writteopetmissico hom Awl Roofbuises; Whooy1joibo III, P.I: Job Truss Truss Type city Ply RENAR MORNINGSIDE WRM,SBMB3 HJ4 Diagonal Hip Girder 2 1 A0133469 f Job Reference (optional) tn- i Ruol busses, ron nerce, rL awawo, oeslgniga lrruss.com -1-5-° y, 1-5- Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:55 2018 Page 1 ID:tWYXbtU GW VXBg9MPyEYw17zgtLu-2Rs2o98yMb_F_14AEOG9k1 CfY47_C_YOOKIFk2ycIYO _ 4-3-5 4-3-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-7 >999 ,' 360 MT20 244/190 TCDL 7.6 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 lb FT = 10% LUMBER- II TOP CHORD I2x4 SP No.2 BOT CHORD 12x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. { (lb/size) 3 = I 85/Mechanical 2 = 184/0-8-8 (min. 0-1-8) 4 = 38/Mechanical Max Horz 2 = I 102(LC 26) Max Uplift 3 = -68(LC 8) 2 = (-103(LC 8) Max Grav 3 = 85(LC 1) 2 = 184(LC 1) 4 = 64(LC 3) FORCES. (lb) Max. Comp./Mr when shown. Ten. - All forces 250 (Ib) or less except NOTES- 1) Wind: ASCE 7-10; Vun=160mph (3-second gust) Vasd=124mph TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load Inonconcurrent with any other live loads. 3) ' 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=103. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 74 lb up at 0-10-12, and 21 lb down and 74 lb up at 0-11-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=86(F=43, B=43) fir.... Plnsrtlsr rgkl R esdir'3117Gi IP�SSB:rSfilB�. Gtx9RC ti1Ni 6CGA irILSS (UilukS 7tl Rt11G �>„afE11"timc iesApte'sipOlumiers aadiw'd eA sec Yusiiss7r.w @rrm9{f@ lri fh Erflee�l. tiaa�4stE.le1 exr!kelS:pxe ssl: Orless GtFx�+sl stdd x-tleT@@;wty Ysiikturtgotpse,iilp:eteditr ltsi7@iBxreYd. Altkotl Desile[splrte!{Itp:Nlr(Errlrt;t;12;s.eaepT@�nrre.mslegatlxAl7e prBllsslne(ecB'er lret.spltsllilAth flt dlt�.svtte'taalMsk@nel rettel@@EhtaderTr�t,. RzfsilBsnnpun.11tys7m6egd; sproiiriry Antliony.T; Tornbo III„131; eA6se rtasiryxtbreo[Inldniii lle resew Llrt:,ifu9 ntGC�asrse�.nwe@eilallllnlle@ls grris YsttechA efWlf(.d;ledtle6�Iz8tip rcte �w rP t.'lriyraiie dM !@@ril wrfield oserfh rP5f:51.1¢ISR L.i.�5!r:'esF,aSt llet OrRE G(e:i§II (+i_erpris5'hel, 08 Ikf lK ta@@esi[,y le (ti`I!1 ._tlrwteV[ i(�21�(tBAtlat.@,RIR!!Sd@ed IlELs fdllE lwldtty CfPp'AHISAe1f ITi'q[IIN 161`ptllls4d Ri Tsl9alSli,TulIt4J 3LLdtfl }tCrlBl,li!E)rI TPStflft:i$e(ti(lM3AlS[6!t_a:SS'R_IIrS7 L$SljlN,1[Sf �HC.'A i?'tr rid Tfr;3Nd}?irl'kllf 4:t:j '(8� 3. f r1F(gRltEfil[IR B{eai'Cd eHajernr:¢Ai 1tll'eiFlsic�tdrei:lkeTi!!sCes,�a s ee tis:CTlx3a:ia i; i¢f,erTt tt id9i9 i0leeFG1 jiQI AIIf :Y!(th;osEiecsdePiedIB1PI1: 4451 $t; LUeIe Blvd. Fort 7 ?p 1 r ! 1 1 r 1 r. ► e7 Pierce; FL 34946 Copy{igMD:2"16AdHBBITdassts-.An)AoripI.1--wl11;P.E. Repiodudiaeofd6isdonimenginnayloiP,isprohibAedwidhcNthawii(len.eelmissicofiBmAlRoBiTrusies AnthB�yi;T6m5oIII;P.t: Job Truss Truss Type Qb Ply RENAR MORNINGSIDE WRMSBMB3 HJ5 Diagonal Hip Girder 2 1 A0133470 Job Reference (optional) „- I Runt I russes, roil Pierce, FL 34946, aeslgn@aitruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:55+2018. Page 1 ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-2Rs2o98yMb_F_14AEOG9kl Cbz43ACz000KIFk2ycIYQ 1-10 4-3-14 7-0-2 INN 10-10 4-3-14 2-8-3 JX4 = Offsets Dead Load Defl. = 1/16 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.06 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.13 6-9 >637 240 BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 29 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 46/Mechanical 2 = 37810-10-15 (min. 0-1-8) 6 = 205/Mechanical Max Horz 2 = 141(LC 4) Max Uplift 4 = -63(LC 26) 2 = -151(LC 4) 6 = -112(LC 5) Max Grav 4 = 61 (LC 19) 2 = 378(LC 1) 6 = 205(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-289/62, 3-10=-277/88 BOT CHORD 2-1 1=-132/261,11-12=-132/261, 6-12=-132/261 WEBS 3-6=-298/151 K4114--2 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=151, 6=112. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 61 lb up at 1-4-9, 77 lb down and 61 lb up at 1-4-9, and 32 lb down and 41 lb up at 4-2-8, and 32 lb down and 41 lb up at 4-2-8 on top chord, and 63 lb down and 35 lb up at 1-4-9, 63 lb down and 35.Ib up at 1-4-9, and 14 lb down and 40 lb up at 4-2-8, and 14 lb down and 40 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 12=-9(F=-4, B=-4) ri'ueiq- Nuttimtelld"eal rie 'Al bcf idmr$CUEI"}afaufas6C!ncks 6siacui'P7,..r'U'RU-M"M ri Ins b4i Wp 1utaelers44iaives etbi;i'u3ts.m hmy(IC"u.ith It 6y1. I ol'F' Ettluerq%eathae ne. 114%, pile ise sitf:ttet,Wlalp {iIEE%ptfi;l/(:t�ff3T9!j3?9StFiiIRS 1$U18%edip. ASETfYaf Otflp4EF(!Len tll.$ppY!I!(EIFIfi'J�'Ii;f?PI fO CtppD�(epfLitt!f fCet�:l."ttt El MRp �'fflteEl,ICPF Mf?spats Eilrcyip fib ats pti8tees:faeTrns i!c 7el rz!ITIDRah,oslutr".-1,. R2p s!prtasnnpifn_b[t1w4fini, stitolirCj it 14.E Ofttl9.5Trotst0.'OOI 161Euepf let ref t�itA,. 0I1'd4 PI t6Q1YYIfe'S;3'Ilfe ifl61.16eMti,aCenmrst.1-6iEt,a.T,wtetwLto rt4&Iikl: 1e tntt e(M!IDO oilva litllne tttt rSff;f$!F, 16f!tllm�tpe LEfI^ fS1Il��«. ;5-:ritE; mo oily T. Toriiba:TII,-P:E t yrn qm ! S.. Tf . s. > y 80083 tErW �tnggiias t4(<e"tCa .SI n4s sE_ «!r relE2Tq(f eadtfepfxtnef iaE puE Iius Ut4e pAEiijteap em$deir �e6u'rCsr.pYtlisE6ii1 TEI n!d SEU rain mE(n Teentlidw TP I EEiEeiffiiresptns S a stcEEtes X llfsi [ksilfu Itessgu,p; iapun sag Tre;f#mlmnr:a!eiE ' - . sasi st: il,cie Blvd. e4tfrne IifiElApa avrW.tged znr?h mt ^! Apol/M:Esirnuttl. i?eTicuf`at�a fagueu iirCTtkpaNaTgt'ier m lilts tYfRa Eapieeef uarleEfi,9. 111 tay'lf:E'etn IreasAel!H ff1141: • Fort P/Qrre� FL: 3494b, CapjTfight.�a2Dl6A:IFoalTiupses-ilnihan"yT.lnmhalil;P.E, RepioloEtieGoitkirdummeng$rtanytorm,isprogi6Me AedwilhputWrittenptimissianffomAlRcofTiasiss;AntfiririgTanm9oI11,P.f: Job Truss Truss Type. Qty I Ply RENAR MORNINGSIDE A0133471 WRMSBMB3 HR Diagonal Hip Girder 1 1 ` C Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com -1-10-10 1-10-10 Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:56 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-WdQQ?V8a7u66bBfNo6nOHFlmmUQVxOg9d_UoHUyclYP 6-0-13 9-10-1 6-0-13 3-9-3 2x4 = 1.5x4 11 3x4 = — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. 'in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 7-10 >999 360 MT20 244/190 TCDL 7.6 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.07 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 42 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 77/Mechanical 2 = 516/0-10-15 (min.0-1-8) 6 = 377/Mechanical Max Horz 2 = 182(LC 4) Max Uplift 4 = -63(LC 4) 2 = -190(LC 4) 6 = -129(LC 8) Max Grav 4 = 77(LC 19) 2 = 516(LC 1) 6 = 377(LC 1) FORCES. (lb)i Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-647/176, 11-12=-607/199, 3-12=-561 /195 BOT CHORD 1 2-14=-259/572, 14-15=-259/572, 7-15=-259/572, 7-16=-259/572, 6-16=-259/572 WEBS 3-6=-667/303, 3-7=-1 /281 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=190, 6=129. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 61 lb up at 1-4-9, 77 lb down and 61 lb up at 1-4-9, 32 lb down and 41 lb up at 4-2-8, 32 lb down and 41 lb up at 4-2-8, and 56 lb down and 87 lb up at 7-0-7, and 56 lb down and 87 lb up at 7-0-7 on top chord, and 24 lb down and 35 lb up at 1-4-9, 24 lb down and 35 lb up at 1-4-9, 13 lb down and 40 lb up at 4-2-8, 13 Ib down and 40 lb up at 4-2-8, and 38 lb down at 7-0-7, and 38 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-72(F=-36, B=-36)15=-9(F=-4, B=-4) 16=-61(F=-30, B=-30) EB'enin-Ileea6-1mrrerier[I.'SI bu 11'.vseslaflP Ti6lR Tilsit F. C.imfus disnagI wi l."mr-i' it Tim i,,gioppumdersaxfwe au eetsisl.russ hs; iy (Mi i h Anit,gl: leiiaAf, flvi—Utsi?ax rss,U m, otlu+is, mi to 4,l6a,wlr k�ileiutrxenrpsks siLlEt rult+r1te77UWkt+Yd. f!oistteDHiloEilherstl <pe:Nln Gpwer,ISe stel It ttrlilaf,prGtrt!ea[tRplr'X,edlet lydsdeed trs,!entgagenliilayfi tit l 1viii teelleeTress (p:otl reset 100811,,dn FI-I.AflthOn T. TOtrltlo:III P.E. e.dasetlt sLns4e q 1alAgis lseradiiiv& dN nr tie Q.ih iC�4!fy^.Vslhe 1,16, DnlA%,c;aPaiidtdd ri 11G is::.13t kdWiiri4 61 MI. lie qm,i tfl4e TUg a > iiyfidd ! dtil Tms.hl Gn i�-?J ;3:.saror! nfillp a®dtir g sUb G reei±e!AVJ. d,. Y »'90083 711iM:iiggesiee,I!drlf'1('�L,F.,l145![eiit7E2tU1, n11 tlranneeTud}r dW Stltl!Gd&,t(t¢pHPd SalitfrisnFllN,t(sl giHlSMii}Rladsl(An :tfv!a!dtn pte,d gadm, IP ILnrts4!eti(!^s'f,.nlsndb:i!sdS:ItrssMiii!er,Uns 7rep ap ireslimsldmh"Me,, etiri 4451 St. Lurie Blvd. F.t'u,.ise lsfi,tllro{t>t;mtpifjr,sumfiry lydllirt;slndiiL TleTu!s.a �a Esrnetr it fUl4`t ldltapGe;:rser,,ri!s$isleaExlisen e'api!i1S'q. tR,7o!larm d, csEstaeluTtll' Fart Pief[e,fL 34946 (opiiigM O PU16 Ail ReolTioses-,Antbaiyyj. hinbo llh P.I. RepiodutfW of this do!umeM; in any!oian, is prohibited withcunhe ee iBed parmissico tmm A-1 lad Tipssos; Art I ny1Tambo III, F.I. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 HRA Jack -Partial Girder 1 1 A0133472 Job Reference (optional) A-i moot Trusses, Fort Pierce, FL 34946, design(aDaltruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:57 2018 page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-_q_oCr9CuCEzDLDZLpldpSlsCugdgj2JreELpxyclYO 4-4-4 9-9-5 4-4-4 5-5-1 Dead Load Defl. = 1/8 in 0 N N t+I O F; 3A 4-4-4 9-9-5 4-4-4 5-5-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.08 5-6 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.17 5-6 >693 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 39 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 413/0-9-13 (min. 0-1-8) 3 = 162/Mechanical 4 = 309/Mechanical Max Horz 1 = 140(LC 4) Max Uplift 1 = -75(LC 4) 3 = -117(LC 4) 4 = -65(LC 4) Max Grav 1 = 413(LC 1) 3 = 162(LC 1) 4 = 309(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1385/392, 2-10=-1325/416 BOT CHORD 1-12=-503/1291, 6-12=-498/1303, 6-13=-514/1290,5-13=-506/1308 WEBS 2-6=0/251, 2-5=-1279/498 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 4 except Ot=lb) 3=117. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)16 lb down and 16 lb up at 1-4-9, 75 lb down and 61 lb up at 1-4-8, 35 lb down and 50 lb up at 4-2-8, 32 lb down and 44 lb up at 4-2-8, and 58 lb down and 93 lb up at 7-0-7, and 57 lb down and 90 lb up at 7-0-7 on top chord, and 6 lb down and 10 lb up at 1-4-9, 21 lb down and 17 lb up at 1-4-8, 16 lb down and 16 lb up at 4-2-8, 19 lb down at 4-2-8, and 36 lb down at 7-0-7, and 38 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 2=-2(B) 6=-14(F=-4,, B=-11) 11=-79(F=-37, B=-42)12=-6(B) 13=-64(F=-29, B=-35) dr iFg�PlerrtlFrragU rwNe lSe'41ICDf RPiS3p'SELLEP�6f691iI[fiBB(CFi11Cf}(OSig�SFntIr CIIAPYitSlf.R�YUEr LY5iy4 t[!L'f�!NWIId'S W1tSN1aSTRKDKJ,tDlri'P)I1CF�Nt Mb{iIYN(I.IA^S11T'4D.E.ItI`!GXY SE;!i RitlF!!. U11K!FD%/ISt UIieINS1e1DP;fY7 P1IetN!N;nr Elpei sSAI Fp aut hrJt� TPDhSe )Aid. Fse IIKs Desgv EjtNRer{I e: Spx7Fflp G�eFus IS. S!ol n NrIDO npresens N wrtHa x [E Nu Inhss4!deaxF!Ng respK�Hlrtrfe• IYI dFS.g�clthRi!F,del !S kfkltt IGH! TDD Nlfq�Eel TPI; I, 1E2IK.gtIIS5lff({Ite!,IICtTPFFIAIINz' f!nFNliq- cdoselSi& ims`aNtl!;I if ile rcs FF iHlu}efH<P er nzP.�ir'F'i at t11ipu Arithony.T;60683 III,•P:E: _ r lxe,;0t^��EWl1F(rr (P d3 u. NI1Y!It�Ead¢g NI!6F IPI iEl�AF!(IlllDDsdin"IrAl lsetltF. lfxSS.�'I EiIfE��:(R!F9P IKhlIA IV NlEN:Tf J51IIE•4,F R!1F.14E,'I!IS, r"0083. IEtrr a=r DKgx FFg ka•iNt, IS N1!SF DFi �l RE1DP NI IUISS&1'J gnYdlt s ' 11 N teilA!)rarrM!tlSdAr,ha.'uFhN KShrSHISlIOt,I1'IIidSIC1[tStl`J.uOrK gNnal gAlv4 TrrlffSgi'�?NIF!`k4JtIK[R,1d!'�SC'Y`TfFSS I4Yj!K,IIFS!D!!g7.EHP1:tI49E C(F!Sklidttt(FL0..rlSS 4451 11cie Blvd. . d. F'lttHse tFFI EraCeriea St; L epeF! Yateu mfiog Il eiljFr,2siF+GiFllgeirtss EtstsE!g Ner i;Cilxtnitag CK!taN,NTN s Sys' a hgiFtH �cfktltwq IJI!q y r�7km tress 6�taNls IPFI: Fort P;erre; FL 34946 (upyiigMO'101GA�ItoatTiasses.,AnlhusiyT.Tom6oIll,P.E. Regroludio¢o(Idisivamenl;inunytoFm Ispioh,6AedwithcolthnwritleopesmissidnhemR.lRao}Trgsses�AoltionyT;TomtoIll;P.E: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE i A0133473 WRMSBM1213 J2 Jack -Open 9 1 - 1W{ Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:57 2018 Page 1 ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu=q_oCr9CuCEzDLDZLpldpSl_urvgu2JreELpxyclYO -1-4-0 2-0-0 1-4-0 2-0-0 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 7[0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 8 >999 240 BCLL 0!0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL *0 Code FBC2017/TPI2014 Matrix -MP Weight: 9 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- i TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancelwith Stabilizer Installation guide. I REACTIONS. (lb/size) 2 = 175/0-8-0 (min. 0-1-8) 5 = 13/Mechanical 3 = 33/Mechanical Max Horz 2 = 63(LC 12) Max Uplift 2 = -59(LC 12) 3 = -25(LC 12) Max Grav 2 = 175(LC 1) 5 =` 31(LC 3) 3 = 33(LC 1) FORCES. (lb') Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.1 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. LOAD CASE(S) Standard adar •Plenttltmrdrn!ilrl 'diJDr fi'Ji581,'S(OEl?:CdNiJAt TENS€[ SrTiIDl3 (DSICN{.lil., t(ElCt;lD,Nigifete IHAr Enisw 1-9'n chni en . 111Sfm It '11r 1i(JIF!(Cl idlttiT:I[dSlII11:16..l,r..Irmr-, Mini illll�W KI IDD;IA�( Jieusa;Nr'ssldi:_®iel hrB:eT70Uie Rlil: Ascirois Desgt[irJled t, SxetUE Gdutr`p:f:dnnr100 EtpnnlslnW'la,:ldlle rrdx4nr!¢szlAlcFlslonilittl(fo•11lEls�p74t@;'sa,llnrs E:g1tllgtle lDDoil);oaEd ir",-1. 3tz Etprla5nninlq.bdrtgutElAns; nildA'ty � T Anthony T. Tcmbo:_II, P.E. �J esed5slrttt'srt Tl Flfdgis llerlsrlvlEA. ofrlD ner,tMQ�rali c"r�*m�de ltie'I�erdlEUDsq[tr,eYl�n lntACilt,e3":aE(1l6 dEd��anle �. Tfi1.'iegjnlofe(19e tOD til ul M1ddosednt loss. vl dljk f�:sS:gE uMOiio®E,En:"n sSil t+Ca rlsr¢itiL'h11, w80083 ktE4na Des�Ew t4 Clrit'si A;itl es wi WEi (EeTUD nitir rwais aE}n1Dtls tl 1 [nlEig(lsrb dSdtt?'Fs�dMu t6Dplhskil4r fPo MSrfa iiittL•i..mEfd 3mnu rndaE Irrl &irxi!lmv! Ties u3h^ne'3lLg![4ulter,Llss kv¢uf:ttnEinsi@m?IIC+rFIF.ges 4451 St: Lucie Blvd. e3F(ritl JEDIFE EIO{l�:ld lgel9 B9n n m'izl Ejdl iM, Ft I61CI1fl...Til TRli iLSf .r.1...t lDThe EAdaT Fi'rAd,Ri f t i)1 a Eyitier dmra�0linJ 4¢ FC{'�i ;iui uiit ddall n REL • Fort Pierce, Fl 34946, � (apitigM�f016A�lioalTiusses AnlhaapT.Tnm6oIII,P.E. Repro�oome,oft6isdommem mdnylmm ispro6F6Aedwirhpu(thnviitteopermissioufiamAl HeolTiasies:AnthadyLiam6oIII,P.E. • i Job Truss Truss Type Qty, Ply RENAR MORNINGSIDE WRMSBMB3 J4 Jack -Open 1 1 A0133474, A-4 P—f T--. r—Die.-- Cl ']A[lA. .1....f....-1_.__ Job Reference (optional) mull. O.L lu J may to Lino Prim: C.LIU s May its zuid MI I eK Industnes, Inc. Mon Sep 17 11:33:582018. Page V ID:tWYXbtUG W VXBg9MPyEYwl 7zgtLu-SOYBQBAgfWMgrVolvXpsMgg8O19EPLHS41zvLNyclYN 1 4-0 4-0-0 1 4-0 4-0-0 1 2x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BR CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss BRACING- to bearin late capable of withstanding 100 lb uplift at 9 P P 9 P• TOP CHORD joint(s) 3, 2. Structural wood sheathing directly applied or 4-0-0 oc pT BOT CHORD LOAD CASE O Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 87/Mechanical 2 = 235/0-8-0 (min.0-1-8) 4 = 45/Mechanical Max Horz 2 = 103(LC 12) Max Uplift 3 = -62(LC 12) 2 = -64(LC 12) Max Grav 3 = 87(LC 1) 2 = 235(LC 1) 4 = 69(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. fi"eGsS flpse6Grn7tlrmRtpe'S 11J013?5587'SItIE['J,6fN'tlk; Iat158CCA iiIC95(JS7Cks fl77+A,i7C:.;NEXi fnln. iefJ{ditiPI.—Insmd'M oA>.spldwjlT abia;rf.Id:R'0.[4�tis'tfld14. U1IL54G!dMMlfG ddtE p!fIIPA,Ce� 6ritexdcuGJGr�ti?skidl.�Dnd(�t14 i31!>k GId. Fso;Fryl Pest9tl Filktejl S�A"I{I(d fldGf?(I;"y:Nd GO pd IDDfGd DSpSS Vi R(F:!",.i.'Ddli!'(a!'f5�ltd,tf�tF:fI15 fDSfOpIdIIUT!D!!�ldE1'D]CdSdt f!tq�ETR.{(.gj!,'Std lrtiiDTPD>Ifl,YadNf1(-I.. idXd 5ij1,}SS/RNIGCi It�.'[gpFElflpkf(tlP}Iri't- esd7ed5shuid�wpkifRv li ikern w.�ilA.dYt9 ser its DwaEF"i G:'MA aGd4•tAG•Iie,InitirG Pesi aHeiWed a((nP 'SC p113e 6R'l lE sand[Grdl�l.'he mEFdMefoon�d wi rRldeSe Git6e Crass: ai Gee f�4' i'ii F, iesidldieD udk�ei IS>i[2a?a+re� "p5!:fi;e Anthony IFA T?8008;iIl,_P.E, '3 E, fDSPprl erA ftaYaCa. 7J�ta es Sti9„D d2l0p ead(udu�rtessdggd(Resdtle GiiGefdG¢Wnad Sefdr ir.D!@5R 'tCSDdilulDdSs T7i Gad SI(Ae 7d5amdSD1°yeDnaf :dap TP Idt rsf3:respta5 nes ¢4Cri�s d� In PesiSeer;Lers9r ry j5ler.tadTRsi Nawht4iti:GeieS: 0083 e'kGylte dlfGliidotab•cd egeF9 rieeil w!Eioq if dlredas!Grciixi,.IkeTl�esL§uiGrayueer 57CT!xEa JsS PF;aer,nTn sS fort PeerpddsEal seer e: afanllivr Rillaa'dRtdkies rid etiddaednTPFI: • 4451Lucie 494 • Pierce', FL 34946. (npjTiehl(Y:241dA�tipnfTNtses-tnd6unpT.Iom6D116p.t, Repfododiodofifiisdutumertjiennyluim,isprohi6NedwithoNdhtwiiltegparmissionf�umA-18a5fTrastesAntAonyTiioei6n311;P.f: It Job . Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 J4A Jack -Open 2 1 A0133475 f Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:58 2018 Page 1 I D:tWYXbtUGW VXBg9MPyEYwl7zgtLu-SOYBQBAgfW MgrVolvXpsMgg9klAJPLHS41zvLNycIYN -1-4-0 3-3-0 1 4-0 3-3-0 1 2x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.18 BC 0.09 WB 0.00 Matrix -MP DEFL. in (loc) I/deft Vert(LL) 0.01 4-7 >999 Vert(CT) -0.01 4-7 >999 Horz(CT) -0.00 3 n/a Ud 360 240 n/a PLATES GRIP MT20 244/190 Weight: 13 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 5) Provide mechanical connection (by others) of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING - joint(s) 3, 2. TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in REACTIONS. (lb/size) 3 = 67/Mechanical 2 = 210/0-8-0 (min.0-1-8) 4 = 34/Mechanical Max Horz 2 = 88(LC 12) Max Uplift 2 = 62(LC 12) Max Grav 3 = 67(LC 1) 2 = 21O(LC 1) 4 = 55(LC 3) FORCES. (lb)I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. i NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8{ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load,nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. GrualPln:eBmn¢Ir re!iesfa'dFT]C 17Ui53{°SEtIFf'�6F6FIti1EW5AC M1iDC{S f➢SiDNC :C1t{3.[{!eA':f„MfNi inx, fuilf Gsiy,inmdlrsaad iFeluaf 3eltSisLe!s Def¢nD av yliDii; udtk kIH �I.iss�aLt rElil!SexYAu13�'x.en3. Ualrf lttxrisl sidelYetle iDP,par IFITiiwYrx;n!FTe33MilIFSYuff+rlt�ilDGletdiL A3aL+s3 Detrya F�yif<ai._rlt leif(GFiuM llestolnmTlDD sFp3e3ertf Yauary:etllh{ral:f3ind euvF �113 rganllil0(fl•6llet yTUf3h s�sy el SlytiFl ecHel➢DaoN, ndu ii4l..ittisn3lrzpBlrs.!IvlaiuYtttlq!, tli!Y11fCf Anthofl', T. Tomtio:I11•P.E. dYStei'�31!YSS IN n[{niifaeFf lne ri3FOn!Ii3IIh i!i!2« !!FFtDvYff Y>'hY'Qti3Y nli!Ite{nIl10 DlSI{M..�s�,l{ItlFHA(a112:;de!{C aad31lI1;9{r`2rtElIGrEt IP I. Tit l71n1{I MI IDD lf2MrkIdY3 YF3YF �fY3L;!Y«Qe{Fili .'t!lin{F. a3hlla �a 02{f1C.t'f 19II C3 rt!rlbLa«:h II IG Iri'la7 Desi SIM ([a^YM!. t!IK nu.«7aIhTDOMi+e reN{esof d•Imseltle GdGn ({u Elljdeh, Fzemmn'tCSf' IthslMl I+IYi1SlG rti;d�3 ih+ dmf,. lPrl tfSceii.re• sY nnui63!LS 1F!lLrss [41i KirEss Dr.. .n a•nni ln:sY.n111ce3eLuidt k 800835451 St. LuciLudee Blvd. IYilalse Iil!1!{ 17eCY9rW ePeF3 a;Is uxmmq heilru;ts IeehelileTlYss F �a Ey ¢et i, gel he 6a deF!w, n T� f Spt'zx FalilFer do191dfif9. !11 Sq rei�;of ul n d,+�Fi 6Tn L Fort. Pierce, FL. 34946. �(Ypfligh10101dA;IioefTiusies-�nlhanpT.Tom6o116P.F.8epioduttonoflkisdntumenYinunylnieispiohihiledwilhcutthcwti8eoP5imiisionfiamA-lRootTrosse3;AotAnnyT.TdmNoIII,P.E. Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 J5 Jack -Open 3 1 A0133476 Job Reference (optional) . -f Raul 1 fusses, run rlerce, rc 34946, aeslgnLwa-ftruss.com Kun: S.z1u s May 18 Zulu vnnt: u.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:33:59 2018,Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-wC6ZdXBSQpVhSfNyTEK5utNFciR28oXcJyjStpyelYM -1 4-0 5-0-0 1-4-0 5-0-0 AID 3x4 = LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.11 4-7 >554 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.09 4-7 >650 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.. (lb/size) 3 = 113/Mechanical 2 = 269/0-8-0 (min.0-1-8) 4 = 59/Mechanical Max Horz 2 = 123(LC 12) Max Uplift 3 = -81(LC 12) 2 = -98(LC 9) 4 = -48(LC 9) Max Grav 3 = 113(LC 1) 2 = 269(LC 1) 4 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard 'eni>!-Flenseslsmrh!rrssilsl'RIr7C,tr!iSS.('SICtEP}6EAiiltttt6lSfl(�r„illCu(JSICMj t(1t1.� s.�SCA:i aNEHi fese,rsr'dr desip ruln�srsad ir�aAss alosliman.Et SllvLtr{IE CFtI}A{61IFE(I:Iaiff ilCEE tillxe 3k:eth�`i-ec!: tllless iMeriie slde(+vtle iPP,atip k4rf+uwpefipes u'nllEnenll+nlLs T1[sls 3e selil. AtI,Tim Pulpftpr"(I *11111E+Iduzs;, 01e51tIII 'nrlp6rerreseds.4mEtma sd It, rrslxslue(sr{etenn rsfaVidtlrfar 141 itvriuiIt'is}'eims kioA"110Dulf,Wuir",I..7tel trn35fmpllsrf.I+cFe'ufenlws,smaldry ' Anthony T: Tom55'TII; P'.E. c9+feltai 6c15`nw{alli+ii sXeiesrnssl+Im elht9msfkt0i+siscxamsdn+t>io•I¢ellh+56eaErc4�,Mae noleAdfllt(;titir3: u015e lef�G+Ydir3tils ird EF 1. Re gfnsel eEMe ID6 isln�tiefd lse srnl rnss.til+G rMa.1^y.R!alE. itshllpnh uEpr.Ir sS>tIMW. e!iaaC3:a<'+r; I+. iFtr Esties+r>eulCfw^enn�.,RlEx'es�fiaof'1RelWisilters�nsalE:ii4L�"Ifslepillinj(earnenrllefJFrE!netxlmr !lisle! IrllerSlGrt.irL.m15fn° nevi 'Imf IP1lfttRftem v5 neiss'lh+i!sl�xnLlss6esi er•rmot re xern9rnsSLaaAn!iies�pie3s 80083 Zt e .,: A.. 1 St., Luoe Blvd, F$ffYlfllGl+t�IJ6(B'd'tC 13rnS INl+YPho6 EJdI r+IIKIEKI1f1.I3elRfi(iY7 EnglnrlS'd6l h.Rr:rr.n 6ef!Iner, Ifl+fS7f';3L+rlteltipr31IEI]' (6 (]J'�'tii{OS Ile 65dPf fI (1 445 Fort Pierce, FL 34946 (epTlig�1 �SiP016 A 1 i6ol Ti6sses �IDhufipJ. Tnm6o III P.E, tepro�uUf6a: of 16is dniumenr, in n6y form 1s pro6ihhed pisM6lft the writleo permissida hnm R� I R6olTmttes; Aq>ti6nyi:Tomtu III; P.E. Job Truss Truss Type Qty Ply A0133477 J7 Jack -Open 9 CNARMORNINGSIDEWRMSBMB3 e I Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. 'Mon Sep 17 11:33:59 2018 Page 1 f[ ID:t1NYXbtUGWVXBg9MPyEYwl7zgtLu-wC6ZdXBSQpVhStNyTEK5utN9 iNt8oXcJyjStpyclYM 1 4-0 , 7-0-0 1 0 7-0-0 Dead Load Defl. =1/8 in 3x4 = LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.17 4-7 >478 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.22 4-7 >386 240 BCLL 01.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP Weight: 24 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- j TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. I REACTIONS. (lb/size) 3 = 164/Mechanical 2 = 340/0-8-0 (min. 0-1-8) 4 = 85/Mechanical Max Horz 2 = I 164(LC 12) Max Uplift 3 =-117(LC 12) 2 = -79(LC 12) Max Grav 3 = I 164(LC 1) 2 = 340(LC 1) 4 = 126(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8' MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This trusslhas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except at --lb) 3=117. LOAD CASE(S) Standard I .1 - w'naifl�rinse lkWfs(ilrurif:ll'¢'&I Y9PtR'!iS8(St11EC1,.6EM19Af lfuts SC9RCiIl@SNSIDItS.L17lliN7Cd'.iD;dFXi'fr¢. lfitl!ledp rr7mdns and tez^i sl.enlai4lti+sDes:ii Df w,lllRjiol Hn Adsuyl.IsaSa Agrf.ldll¢TfS)?eIFP't[Sf. Dd!$14n#.tSI SldtlmtlelDP.fair pit".ambrjbs sisl1hudfultt T)Du it idll:Asefim Difslphimujie.SleStlfl4rlx•s`msnlso agIDDnfftswi a onspa d llt pssslud 1"vi.mP.Wiq' ih isvpol irli ¢intl�p nN 4cHf1DDcH,, nda l¢1-1. itetapsmmgi¢ul¢[t;usanxs;s-96" Anthony: Tombo III, P.E. rinedaslms%, tirinllin1, tuaseu'wla, dr, D. 160 i6A dq vA. 61luDs 'atlfsknid u K ti¢ RC 1 N I'M l 14 W, al TA 1. It s1IISt TO islir hdl a dtie Trost. WGnb.d 'k a mundioudttrssedt t. resas.9:'-d Y r m. s� 4fn t h g 80083 lit l:All'g Df$if¢el rtAff.rm!, Lei tfT33fI iR Itt TDPM!(11II�Rfl3S�1`IIIt$¢Ifl¢r1lG4I iGLr 9211 SdtttlT.9'p6N i(IDriTn$ttl^Tjff ®tI SIG 1. 1t!'J�FN ItARiI",E:l9f TP I%F1F.ei'T::tt$FEq$YTS and il.*3i 1.Iist kv31¢fIfi$Dtip E'T1!tr:J11";, Y.O.f41¢e. 4lil .;451 St80083Lud Blvd. ' I E'eF711l lFDlfd lJa{lit'ta aJlHl fjil lB><ilail tr Lll/If KI Itllle fl.,li¢TfE$0.13 I1ru l$IGI Xln.1.i1DFS1aj]¢f$IITf SS]iL8 Ltj1¢Mt6pt5!I11, lII fJTvIlvd if;n$¢teus leFsd 0G,17 F6 Pier[e,'FL,A4946 (opplihl®2016A-IRoof Tiusses-anihoiyT.Tomholll,P.t. RepiodutriodofThis dotumetd,inanybim,isptohihitedwithcwOfw&aperminionhorn R-IRa6lTeassis,AnthonrTTomholll,P.(: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE ' WRMSBMB3 J7B Jack -Open 4 1 A0133478 A-1 Roof Trusses. Fort Pierre_ FI gAQAF Job Reference (optional) I 3x4 .—I , -----ay ,,, , ,,,,ay l o — o lvK t uK mousmes, mc. noon Sep i i i 1:34:00.2018 Pagel, 7-0-0 ID:tWYXbtUGW VXBg9MPyEYwl 7zgtLu-OOgxrtC4B7dY4oy81 ysKR5wJP5hJtFnIYCSOQFyclYL 7-0-0 9 Dead Load Defl. =1/8 in LOADING(psf) SPACING- 2-M CSI. DEFL- in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.21 3-6 >400 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.24 3-6 >353 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 23 lb FT- 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required —] cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 1 = 257/0-8-0 (min.0-1-8) 2 = 168/Mechanical 3 = 88/Mechanical Max Horz 1 = 141(LC 12) Max Uplift 1 = -38(LC 12) 2 =-122(LC 12) Max Grav 1 = 257(LC 1) 2 = 168(LC 1) 3 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except at --lb) 2=122. LOAD CASE(S) Standard Wuua) rleretkreeyHrfni" il1JC ITIi58.(S[IIEP}6i5'3;.(rE1Hifl(�ATfIGdS(ISTyNt ei'IEI's!(rlLi�Tt'indHl"rnn iriAr leu;t ruea9m ail reslo9leutLsTiis JK{a Drorty(fr2'l th lnlurl lea3sii!,I Erd�rxe Sk:eis+Fre Ke; UdKsslhnisetlddootmIDD,ady Nltuues seotltet;eefa!IG 7JPIaxul4. At a fMs Devro EiVRet(y Speniny ie@nqo-pe ad to Toy,TDDeepKKls to couyMen ci t.,, rrsospud¢rkmvl o9mMidtforfll dts!}t4lttts!ey'eTn;;L*yiat01,11e1DD ®aS,rwdal'H.. Re fast Nn nlw,foam wftmo stDafir. �dosesl'srris5 e1y{aueyiii4regte de e1 eD.ier kee 5eisr7mrudeynert9siniti�toeprncmYq'cnnnafaltt,utArul+hhrdr�eh iai MRII lre {IreiDDorenfi drseA° Tn,x���a b>�, "i+: T Anthony.T.7ombo.Iit,.P:E. D,._ 1104 q �. -ere. iK6lhluo lciii7 5sltMC•u.prasfltief « 80083 Ike la elr DKuasi.eedRs^tea I�u!esas w,'e kiTDn nrl4 p�mae;;arpileLeesdne pil9ij fe¢ilmen Sitery Fro;rz[tlu'r(s1`rlhsEeDly r%®s1 SE(An ieleesldrlr aeeeul ye'dne lPllkieecAireiyEasi mes cx9Ca!i'31`Srn. hiiper;Ucss Drs .?up neil rufsYaMet!;ietei!e3i ,! ' k'�F(YISlairlfaryefd'w/yrKr1�ei°LTIDerrT. 4..K1H£Ittt;..Trt'rtKIDipWrer�lttfl$,{Drtk{A'{ArDEf:retferTF1'Syef'.9rA{lttUlrflr��l} 1DrtgAd1'IiN01UEKaet,aunrl. � � 4451 St. Ll1CIE I31Vd. Fort Piece, FL. 34946 (opyiiehl�S/'11t16AlfoolMosses-,Anlho6yT.Tombo111, H. RTodumoiefibisd6amiMinany leim,ispmSibAedviithautthe "Tilted permnsscohontA-1Rod Tiastis;AnthonirLl6rnh111;U ly Job Truss Truss Type Qty Ply RENARMORNINGSIDE A0133479 WRMSBMB3 VO4 Valley 1 1 Job Reference (optional) A-1 moor I russes, 1-ort 1'lerce, IL 1411415, eeslgnLa11russ.com L• 2x4 i Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:34:00 2018 Page 1 ID:tWYXbtUGW VXBg9MPyEYwl7zgtLu-OOgxrtC4B7dY4oy81 ysKR5wXA5rgtFnlYcSOQFycIYL 2-0-0 , 4-0-0 6.00[12 2 3x4 = 2x4 fo 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD'i2x4 SP No.2 BRACING - TOP CHORD I Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 101/3-11-0 (min. 0-1-8) 3 = 101/3-11-0 (min. 0-1-8) Max Horz 1 = -11(LC 8) Max Uplift 1 = -24(LC 12) 3 = -24(LC 13) Max Grav 1 = 101(LC 1) 3 = 101(LC 1) FORCES. (Ib)E Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced! roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph TCDL=4.2psf; BCDL=5.Opsf, h=13ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end 'vertical left exposed;C-C for members and forces 84 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed fora MO,psf bottom chord live load inonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3. LOAD CASE(S) Standard dNb?g-PiUSi'lilFtlgdr!fllF*fE1'i {ConifSEs rsdtn RwAt TENS fDeO'rCYi tD TCMIgNaM,{iKa7tllEDD44ti'.aln,1'Aif!!hi¢Pxfsikn etf tltdte5x tt iiti'in3 [u i¢Dt ngriDDllalsi:te'YeSy (, 6aH0 P.E.lilerrv�Slfltlde!fiY..If..Ifi34"N!rifP fMelta�e TDD;38Iy Witl tiv15lugPlp fitd It SFd5u51 hEl54;iA 13fT1e11Dei.glEaj vtt(32 Sltfi'S'EIDjAY!IPtSLtSfeB]rDD1l,3'A'f 61 t'.lSIIfItSASP3Fdl1SiW..s915S)tHgFBl:dg htchdlsigi ll;it sia3hircif i!PLhdM'v�lTvD 1/1g,fIdNTP11.E#'�5§6 titKf`p5; .19TP1 iFCl7t6f:SYt:iA tho3i-T. Tomb II.P.- PtliSlpPiITFfSPiI 9-% Smli MT-1t0i.e.if,(I040'sStuIf! mit�u,"d w;tlrIvvwehili(:Pefitcitelmlw AI@fIH4.TYnrljllt!Kfl:Cicitprl3d! !ij.rhTRZ�Al�si6JSdIEi,Am;R LRES!ttulVvI 163LPiII:Pnsid't0'd �� Y m I., E. ttr ! 3 p I i E y 4 80083 ' All itngptfl¢ fnl Pltllii4f. lllfiln tIfN A'1•T DfAtlF rlM(llfld {XEiMilf rY.3€y(iiii Lt idl5l6rtt&£53tS6P'SalP PT Fl NfKA f3FENt13P1 fdt l&F4d {iilL%1 nn l�f 41ifSf Px3lit'S;ild d.fl:l it'NrsSf 4ifE.�1ifS DlStjl EiQtfFiifl gtaSf s5ildieYtcagltif iLtj :self el>'i(i15#ipllrigpe i xgkg¢ galiisb d N :ltTi�tsiky^e(n,>lniiE0l3sl{ Ilug6eiijrrc.k rssi,tll�EigisSlt Its!! Aly. t;itifil..dh„h5mplliueln N'. 4451 St. Lucie Blvd. For Pierce, FL, 34946 (epyrg9h1C2016A-.I Roof husses.Aelhony.[.Tom6e111,A.E Alp3udu0tueofs6isdownitol,inany (s5m,ypohibitedwilhoWIhelniltenpmissienhomA-1Roof Times - Whiny 7.TamhPlll;¢.E: Job Truss Truss Type Qty Ply RENAR MORNINGSIDE WRMSBMB3 V08 Valley 1 1 A0133480 A-1 Roof Tntsses_ Fnrt Pipmp FI geoda ,i—i,T Job Reference (optional) - —• ----�----•w••• .ray U to V1111t. o.c w s may ka m i8 not t ek inaustnes, Inc. Mon Sep 17 11:34:01112018 Page'. ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-sbEJ2CCjyRIOiyXKafNZ_ISeUV3?cif umGCzyiyclYl 4 8-0-0 4-0-0 4-0-0 6.00 F12 2x4 i 3x4 = 2 2x4 3 v Plate Offsets (X,Y)— i2:0-2-0 Edge] 7-11-8 O— —V 0 —8 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n!a - n!a 999 MT20 24d/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Weight: 23 lb FT = 10% LUMBER - TOP CHORD 2x4 SP No.2BOT 2x4 SP No.2 5) ` This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3=6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members. puriins. 6) Provide mechanical connection (by others) of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s) 1, 3. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in LOAD CASE(S) accordance with Stabilizer Installation uide. Standard REACTIONS. (lb/size) 1 = 249/7-11-0 (min.0-1-8) 3 = 249/7-11-0 (min.0-1-8) Max Horz 1 = -28(LC 8) Max Uplift 1 = -59(LC 12) 3 = -59(LC 13) Max Grav 1 = 249(LC 1) 3 = 249(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-236/276, 2-3=236/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1;60 plate grip DOL=1.60. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for at 10.0 psf bottom chord live load nonconcurrent with any other live loads. a°o-ad-t^sas¢a¢gi."f et.¢■Ct'Ai1gFR0Si8j'Srl?Er'- SEtltirLMit(QA07L7K.UA N�WRi)tiCa9CU05Y:it'a.a,Tm+,¢asyspsexetsssa!«alxGs tartly:srss QeN7a [kriT''PQla3?�?c'rna(i. Taal�la P¢l,Neu¢j3t¢iltGtl rv. :iNes;etirsist sffiee¢a t6tIQQ;¢th, d�ittwmtC.rzpl�e shlle estdta?tii tliflft-�d AsaT:¢ts ¢ ®.y�eNpx Sryra'fl izio+. ;,•nes d¢¢ary r8t¢>•fur¢ataseliataalMs�einsk¢zaserer.gjMpeck`:l.lir�+d¢up el t5i suy�irnslys2idry;kl.Q haeetnUu¢tleQ5x¢if_4e,leit[x5aa¢peitym.tn ayhs;rafiithtlyttMi 'el¢Iv¢i¢ifriysflbtiryEga r Sax;(_¢¢qtaldya.1 rQ,¢nsi,ry¢±ru ,u >¢ss3si1<ar raYolme,xt¢ltt'qt_l;i¢ahlilm¢UitNt6l6Ts. ¢Tsaat !enyrlEifial,w�3au1i.:l}Q!¢,¢tp!ei tie;lDfc tP:N.¢Trn;rrs�s:Pai+:lpdr¢sr§sshi.aNg,,iimPE4SkoNji:f,lrlt&isdf`¢eosh;[yl¢SwlmP9aseIxdfkSnNpt(s¢L�:cnLi¢finl1s.;¢a4¢:u:in¢ee(scvjffsa¢ssurt4,s4*?:iknidsrs. Anthony T. TO7h0`III,, PFndNti,s HryrtArt iplfft£¢wooiaaf 80083 IR4451 Stuae Blvd, Fort Pierce, FL, 34946 Zt(opytigNT2016AIRoof fmcses Artbony;f.hmboIII, F'L'Aeptsdudannitbsdemment,inany hiso,ispia6ibiledwit¢aeltit wiiit¢apeimssiiocfrom AIRoof Losses - Anthony T.Tomho111,P1; Job Truss Truss Type Qty Ply RENAR MORNINGSIDE A0133481 WRMSBMB3 V12 Valley 1 1 Job Reference (optional) A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Mon Sep 17 11:34:01 2018 Page 1 ID:tWYXbtUGWVXBg9MPyEYwl7zgtLu-sbEJ2CCjyRIOiyXKafNZ_ISd3V83chhumGCZyiyclYK 6-0-0 12-0-0 6-0-0 6-0-0 4x4 = LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. i BOTCHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS., (lb/size) 1 = 180/11-11-0 (min.0-1-8) 3 = 180/11-11-0 (min.0-1-8) 4 = 434/11-11-0 (min.0-1-8) Max Horz 1 = -44(LC 8) Max Uplift 1 = -60(LC 12) 3 = -67(LC 13) 4 = -70(LC 12) Max Grav 1 = 183(LC 23) 3 = 183(LC 24) 4 = 434(LC 1) FORCES. (Ib)I Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-279/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=13ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C_Exterior(2).zone; cantilever left and right exposed ; end Fvertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 3, 4. LOAD CASE(S) Standard Ztan tC]f iIUISESj'ilt I,;a!i:nt IEWi 6 rp0.117YS1'SfPY, r�PEi �StltlS#liC5k3T'aa it,d!.ip6g±)zertBns st1 tevf lilts tt N.a's rreu bs:i;e Arrug fi0D3ed4 ikxsp f:6a4o II P..:Itftt±u! 3iett Pttere its; a�mists.Riedw to i2P,eel. NRei urrggm+rlYes skell terstdhvti.ft7teie eviA lsel ris Ctsa6Tu±er;,eSPma:TF?3'±'ej; ties deaea7l?P'.€gsm'smt;c±Pheus�rl±rtttsiwa eepsnxpresPotsa:dr6r'd±sip of Pi±tnyla rrrss3epiaedwRel Sxl esixpPl-LT'nisiganssap'us.ltofaT;se:�eas,:sshl:�tr Anthony. Tombo tti, P.E. ete.udtNi?r sin ggl r±Cly;sa erpta�r^rglYeC as l±g0 aa's t+ttgrsel aq lrr.a6ri.-pCrn^ti:s:gtae meeker l#t lR.fleltit±LOtlxsl >±4r ;ttza+i 1111. ?tarrjrir?I s'.>1:Btawirele sew`deinitriicutgeniiny, si.u�sk .;ticteihnu3 sign fE J tLJ15 $njh.'i Y = 88083 ne i.Urnp PgsiPex ai rsmrfrr. LAaa ssel idn it gsStti j+ecrisg±faete ti±6?;:a7[?xt gm sdtf!Pdarajl,SrFg:;sSe3i ilaeisr(A ere r{Ksts lSr r±arvl pnhw itFl9±tuc3e aF:yrsitih':±stil lfixs el5el�s :::c�..ri>s Gnite le6nex a%inns Ymiri4sn,ilesi 4451 St. Lucie Blvd. gttendtd�!x1S>�rn'irii�eifepceu_:xpkpa!p6rtnPnpld.le?ins PePra&Pzk:ukP;lgeUPt¢yPeg�jxr.0 essirso-aigp?g dens it�yt-u�huu+txaiaenitfie±turML FoM.pleree, FL 34946 (ep'09l0l@6A-.18eeliesses-Artboarf:fimbaIII, F1 RepgtdurfaadN'sdo:umtat,inany la.m,ispabibittil01hour the weiiteapsimissianWon A-1Roof Tioses:AathcayT,igabn116P.I. JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS y MAX LOAD: 55 psf Roof Load, 175 mph, ASCE =' 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D �up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC yT.Tado11.V.F,: Reycd3060aiNsloc aim, Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 1 Od x 1.5" ea. end @ BC ON 0 ti ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Yae{Rules ;Ac3hoy 1.Tomb 111a.P; Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Anthony T: Ibmb3 TTTr P.E. 0083 4451 5t. Lucie Blvd: F0stPieice, FL 34944 9 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 w, A-1 'ROOF TRUSSES 1451 ST. LUCIE BLVD. )RT!PIERCE. FL 34946 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES 24' O.C. .w%tom, -m ♦ -`. c. : i:':2 END WALL 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES I STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS j ON THE INTERIOR SIDE OF THE STRUCTURE. GABLE TRUS j/ I I / NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED \S ARE NOT ADDRESSED HERE. / STANDARD GABLE / I- TRUSS TURAL TRUSS ,,. I STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL STDTL04 r- THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' OZ.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. I - (PURLINS AND CONNECTION BY OTHERS) I BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. I .- ¢omr7:4fsiiKnsyNlssnex ma"d-i�f1T4�S:Ss°�',filfY`a9�fl11iUHS 674rCli�ulS lLiiAN;'K?iijiffltilt,ii2mEai'b...f'riltl:vj.Pns�°zn miseiE�wmlth ,�:sPngs Dre, tsiP�a3le ls�.i,t®nhiip;Pr t9.:sae4hi!h#¢ r>•, CeKs ks<eai796;mi __— di;rsi>.P'atrsscmisri,ii:[3etP'ofsra3.�itt'acts, G3y''; 4WD-4i�; i�,.aeiednmry?Do-iryr�+ewaurjn?;isreewdsr:tlageNa2re=o-ns (fant�aals2ilmjtt?easte rja!tb;r,�at-�.iota:tFst.i4bssswatsra�rrci4;md�gisai�iats+�e3��y * csc'a„sBaSvwnuS �'uA&ft«tii?u0si�fii' trl+g+iistktfeuetksaaa6a•d'maidpcegw:•;iitif'&.m;2arvaaeas.,7sr6ai�sa9rSi:ehrtststt3eai r3nLss.msvrrmimtiaai#EFaieeACr.las1mtHsielsx9crdsi�iSvk3r5slnr,leafySsrst�3ceaualscWgf>ib<o-�rt�iif(.Rsnnsqwl�wncr,fi�uqa§aiDt.srsts7!i^apbslruas<rtEus�l7iasaasi'sEM,S4i;itarnt�,l�tialktihemrldl>R•;mmt!.a6batlF63r¢ilp}'a'erEryiI€ilwirsmm�rlBSTstiLwILtsaixihrao�tt�.0 xits£ttrxeal lS7R1t+iSR1Fd.an, tistnie1 ztxs�•13sxxad,�.odi+nbvalssb,sansMsiicsgM1r6lressEa;s•^t✓s�y!gYatgsasiGissau i+v�dskn. c:?¢iasdsinElttohststRxvrtrrtuiasssn5.rrcrtrass#s.Anibm! T-,,T3nLt1n8b3o. .tiIiP.E 44,i5i. Luce Blvd. Fort Mike, F31546.(. "JULY 17, 2017 TRUSSED VALLEY SET DETAIL -SHEATHED I STDTL05 A-1 ROOFiTRUSSES 44=' QT I I IMC 01 Vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. -E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. rtfla:�}Paaje'+taa�Slat,lr!�11 t10r 10S sid`'11Ei'yadc9i.i[iu$p, tOh SUGSSIrSiOai t�t2'"i RaOcst�tr;T'hrm r�df,P.gpc�anMrs �iarwaakeakns'usP 9t �rzfionng'(ODi mi txAm�ga is.atf7.P[ttt Pue�aa"tTmea tm)a st5re�et sa�zioaa "00 m1T fiidgiu+ttrymiZaP sSpi St rtiEar htE;61rlex.dft#s?asftit!acEy+at{[y$P}tipp(cpyeazlkt 4ttS nrm lLU'egatuUs�ufeyz r aM radesslta yagxariais4apaxl's�f4a di E+i'i+ad. Sa, :rEi•rTery4e:tyhfr3Yeo; ea�nfxi Ml. tdt (tfsTertsufnc�a,j 121 #ed�++y rain wtt AmthboV axedt�rstfdn[(:(xaisTx'7rsasattratad mtcj aiiuds6scq itsL .cai�ratstrysea:trtdy�Y it3sfEla53Q5rrdav1k;r.:�xiatCs;wartf¢t:of+grtettxitiieal 5e,i0e�5eer1Pea`ftir�g !fPsarirt3ramgsarsSxs?,�e{t55de euahnx,m9al tE.'.aS4i[b*,ri4sask$if Er.rTEllhiairisixfKl"sSaglPiuTstandeeucialEf!sFrLi Pna%iw}bkeraas.<RthNa 73r6Otntis fw:i§desliszousrksdildv�tsTcrolss3.nIrieisAatrklJt¢tGass tlr?:§;mrutEar: ,T�rs„IlCx Es;nea axdlansASaadvku,�re,§s. T.Tdn-.b01i1r P.E. 2 80083 rttrGCe Blvd. ' cnr.iief:''iei S�ettn:Na�s:ieait�.ri=ryi+tA Pahztlst''tE.£4.4^rssGesiPSlS,areint8l sdileilizp Or me rcMii sft�[;;eedst Mil .4(I{WWI zl Moi ue sK daiyhlP}i Flirt Pierce, FL 34946, pitg�t92U1dA•ifiatfTrrossas•;,atE��gyl.Taa6a:33p.F: Rtpreduttleao(awisdst"o£,many Pttm;ispah:5itedwia3nt£ahstrti£Ienperx1issianiromA•Iiooffansses-AtAaFyi.ioID:otll,P.E: J FEBRUARY'5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06 n GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131 • = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24.O.C. MAXIMUM) AND SECURE PER DETAIL W. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT 1 ROOF TRUSSES TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 446. NAILING DONE PER NDS - 01. 51 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48.O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS 1 11 II 11 T II II III -- 11 II 11 11 II II II II II 11 II 1 1 I 1 II II II II 11 II II I� i u II 1 II 11 11 11 II 11 II jl I II Ij 'I I; II �I II 11 II li I' II 1! ;1 II II II II II VALLEY TRUSS II II BASE TRUSSES (TYPICAL) II 1j II II II SECURI W/( vl_ 1 /11l_ � (NO SHEATHING) N.T.S. �•rloserro�(.I �t91k �NYS Ffx55�K,FT. . � . a656�bes�wrsclfm ms. +seirizal.rylG�+. '� #cpp�M9Y0t64•t GABLE END, COMMON TRUSS, OR GIRDER P 1-2 VALLEY TRUSS TRUSS (TYPICAL) I I I SEE DETAIL"A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/ TWO USP MAX SPACING = 24.O.C. (BASE AND VALLEY) WS3 (1/4• X 3") WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. rlui.ismigabflets stttzt�s7lq(sirr r e1a'RtkfirsraEmlC¢ts�sa+thF 11 aal� FetrSnmtttDrr�,nm!p�3mu:411G�stcdz;rcysas»�.�set��idisfcll Tst ihilnliUP�sl9xeiltiT�tlhYltirr7k p�z<a as s#*rsaGi.�n.els�6dt�P. !li�ilxthwtenes&ti�fl+EgT IIt. P,E: FrprtFuctioa oTltiis cosus+ecl; is goy (a1m Is pra6sEst.d w€fh�in tte ivrmm prsmaswnlsomA•I FaeiTrocser; AotkazpT.T�asbn ill, P;E Anth6oa T. Tombo 111, I).E. 80083. 4451 St, L d"Ivd.. Fort Pierce, FL 34945 JULY 17, 2017 1 I\V%7%JL.LJ V/-%LLIL 1 %JL_ 1 LiL I P'LIL. (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING =',24' O.C. (BASE AND VA SUNPUKI INU I KUSStS UIKtU I LY UNUtK VALLEY I KUJJtJ MUJ I bt DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10" ON AFFECTED TOP CHORDS. I NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED HTO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 40if-r, :?Aki ((Gls ssdzud� ve d,aant i x�4r;�iuh eamd� tt-nfdlir AufN lu�am i�:e wdunut�;t{fl�h.GEi,*[fl �d7t.. esrefnea,Nh.Iperui j.9e+ut, Rb fU:+ms tU,casNes Esau iid 3nir`aAP,tTnrss Oistiasr, trtns(�.�6pnersed3:esiYt�A�aeywicss N m3if-s+pIn mnWtiebe&.j0c_fira1'is%'m�pMref sWilE,i; i p�3alpih,ascs:esQiuiasPtl. r o....n.,:...t,t:.'.A.,.....,3.....t,...:....cut,�s-.;.u..:..t,...:,,;..,.eL.:..r..�as Anthony T. _Torrmbo III, P.C. 80083. 4451'St. Lucie Blvd. Fart Pierce, FL 349461 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VER1 STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL STUD (4) - 16d NAILS (2) 10d NAILS INTO 2X6 2X4 SP OR SPF #2 SECTION A -A DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES * WITH (2) - IDd NAILS AT EACH END: ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 3X4 = * DIAGONAL BRACING ** L - BRACING REFER v REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 (4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAL. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL AT BRACES T 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24" O.C. 2-8-6 3-114 54-12 8-1-2 2X4 SP #2 12" O.C. 3-IG-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3.6-11 4-9-12 6.6-11 10-8-0 2X4SP#2 24"O.C. 3-14 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER G' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. STDTL08 h 2X6 SP OR S F #2 DIAGONAL" BRACE 16d NAILS SPACED G' D.C. 2X6 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS W/(4) - 10d NAILS I ROOF SHEATHING / (2) - 10d NAILS — TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ,ATTACHED TO BLOCKING WITH (5) - 10d NAILS. ! HORIZONTAL BRACE (SEE SECTION A -A) END WALL MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 17, 2017 A-i1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FOR-t PIERCE, FL 34946 n2-409-1010 T-BRACE / I -BRACE DETf WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. NAILING PATTERN T-BRACE SIZE I NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. OTE. NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING k k STDTL09 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB 1( NAILS WEB I -BRACE T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. USE METAL FRAMING ANCHOR TO ATTACH TO TOP CHORD BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) WEB WITH (3) - 10d SCAB WITH (3) - 10d r NAILS (0.131' X 3') NAILS (0.131' X 3'). I NAILWEBS (D 313 XR31) dL 0 USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - l0d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - lOd NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' OIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) I } Y FE 17, 2017 1 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER I AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN is �•' THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS ter; SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL ram: BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1IROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO F451ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. )RTIPIERCE, FL 34946 772-409-1010 TOE f -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA L SP OF HF SPF SPF-S .131 88.0 80.6 69.9 68.4 ; 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J .162 108.8 99.6 86.4 84.5 73.8 ri .128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 60.3 59.0 51.1 Z 0 J in .148 81.4 74.5 64.6 63.2 52.5 cli ( ri I VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICA` LE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD I FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY ikk - ,i ANGLE MAY VARY FROM 30' TO 60° 45.00' ANGLE MAY VARY FROM 30® TO 60° STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE A---A NEAR SIDE SIDE VIEW (2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE )0° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30" WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 1 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WINO DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. sr+r USE (3) TOE -NAILS ON 2X4 BEARING WALL ■rs USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl r TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 .131 59 46 32 30 20 Z O .J .135 60 48 33 30 20 M .162 72 58 39 37 25 J = CD .128 54 42 28 27 19 F- L7 Z Z OJ .131 55 43 29 28 19 LLI .148 62 48 34 31Lo 21 J J_ N Z .120 51 39 27 26 17 Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 28 20 N] TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 II 2x2 NAILER ATTACHMENT - GENERAL SPECIFICATIONS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772- 09-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. I i April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS R A-1 ROOF TRUSSE& 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-4019-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [�� (4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. 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W.SfYagp?:{rt,Veit IZE .y,Sdgf,i.99I45:.!,ki eBlvd. Fart ai Me, €t 349f6 fomigbit 2§I68.1 Asaf Lasxs-Amhsny 1,Toa:bo Ilf. P.6 Repfaduttion sfteisdctomdaf,iQ aayfuttw ispwki:iied wit}tttsffAe Wtfue;:pe!rriYsionhai!A•1 Aooptre/fe9-A«tkatsT i, tc;f6o tli. P.E. n 1 r STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND EBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 t ti -; �. TOTAL NUMBER OF NAILS EACH X MAXIMUM FORCE (LBS) 15% LOAD DURATION FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 G TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED G' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE.USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING -50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES