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Home My WebLink AboutBuilding Plans 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 l u"F www.A1 Truss.Como Tn,,' El F L+ R I I PQRA,1 ON, TRUSS ENG -INEERING BUILDER: PHOENIX REALTY HOMES PROJECT: TARPON FLATS COUNTY: ST. LUCIE LOT/BLK/MODEL: LOT 11 / MDL:TARPON FLATS JOB#: 73468 MASTER#: B49340 --- - - `�- - R OPri"ONS;__ NO OPTIONS r I t Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 —.A-1 ROOF These truss designs rely on lumber values established by others. �. TRU55E5 A FLOPWA CORPORATION 3 RE: Job 73468 No. Seal# Truss Name Date No. Seal# Truss Name Date 37 A0121190 C01 9/17/18 75 A0121228 VM02 9/17/18 38 A0121191 CO2 9/17/18 76 A0121229 VM02A 9/17/18 39 A0121192 CO3 9/17/18 77 A0121230 VM02B 9/17118 40 A0121193 C04 9/17/18 78 A0121231 VM02C' 9/17/18 41 A0121194 C05 9/17/18 79 A0121232 VM04 9/17/18- 42 A0121195 C06 9/17/18 80 A0121233 VM04A 9/17/18 - 43 A0121196 C07 9117/18 81 A0121234 VM04B 9/17/18 44 A0121197 CJ1 9/17/18 82 A0121235 VM04C 9/17/18 45 A0121198 CJ1AP 9/17/18 83 A0121236 VM06 9/17/18 46 A0121199 CJ3 9/17/18 84 STDL01, STD.DETAIL, . 9/17/18 47 A0121200 CJ3AP 9/17/18 85 STDL02 STD.DETAIL 9/17/18 48 A0121201 CJ3B 9/17/18 86 STDL03 STD:-DETAIL 9/17/18 49 A0121202 CJ5 9/17/18 87 STDL04 STD.DETAIL 9/17/18 50 A0121203 D01 9/17/18 88 STDL05 STD.DETAIL 9/17/18 51 A0121204 D02 9/17/18 89 STDL06 STD.-DETAIL 9/17/18 52 A0121205 D03 9/17/18 90 STDL07 STD.DETAIL 9/17/18 53 A0121206 D04 9/17/18 91 STDL08 STD.DETAIL 9/17/18" ' 54 A0121207 D05 9/17/18 92 STDL09 STD.DETAIL 9/17/18 55 A0121208 D06- 9/17/18 93 STDL10 STD.DETAIL 9/17/18 56 A0121209 D07 9/17/18 94 STDL11 STD.DETAIL 9/17/18 57 A0121210 D08 9/17/18 95 STDL12 STD.DETAIL i 9/17/18 58 A0121211 HJ1 9/17/18 96 STDL13 STD.DETAIL- 9/17118 59 A0121212 1-1J113 9/17/1$ 97- STDL14 STD.DETAIL 9/17/18- 60 A0121213 HJ3 9/17/18 98 STDL15 STD.DETAIL 9/17/18 61 A0121214 HJ513 9/17/18 99 STDL16 STD.DETAIL 9/17/18 62 A0121215 HJ5P 9/17/18 63 A0121216 HJ6 9117/18- 64 A0121217 HJ7 9/17/18 65 A0121218 11 9/17/18 66 A0121219 J1A 9/17/18 67 A0121220 J2 9/17/18 68 A0121221 J5 9/17/18 69 A0121222 J5A 9/17/18 70 A0121223 J5AP 9/17/18 71 A0121224 J5B 9/17/18 72 A0121225 J5BP 9/17/18- 73 A0121226 J7- 9/17/18� 74 A0121227 J7A = 9117118 Page 2 of 2 Job Truss Truss Type QtSy Ply A0121154 73468 A01 Half Hip Girder 1 1 Job Reference o tional A-1 Roof Tru es,Fort Pierce,FL 34946,design@altruss.com 8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:53:32 2018 Pagel u ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-FHv6T5gWALLMOkQkxERPUVSe5YjST5gF2yMlZKyclG1 �rl'2-0-0 038 5-0-0 9-8-14 14 4 0 19-0-0 2-0-0 0-318 4-8-8 4-8-14 4-7-2 4 8-0 Dead Load Den.=1/16 in 4x4= 1.5x4 11 2x4 11 3x4= 19 5 22 6 24 7 �R. 6.00 12 ff 3x4 17 ' HW4 2 51� 16 , i _ 1 26 11 10 27 28 29 30 e e 31 8 y 25 3x4= 4x6= 9 9 3x4t' 4x8 11 6x6= 3x4= 0 8-8 5-0-0 14-" 19-0-0 0-8-8 4-3-8 9-4-0 4-8-0 Plate Offsets(X Y)-- [2.0-4 9 0 0 0] [9:0-3-0 0-3-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.38 9-11 >450 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.34 9-11 >504 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) -0.03. 9 n/a n/a BCDL I 10.0 Code FBC2017(rP12014 Matrix-MS Weight_103 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 11)In the LOAD CASE(S)section,loads applied to the BOT CHORD 2x6 SP No.2 WEBS face of the truss are noted as front(F)or back(B). WEBS 2x4 SP No.3 4-11=-757/392,5-11=823/743, SLIDER 5-9=-1561/1833,6-9=-546/385 Left 2x4 SP No.3 1-9-1 LOAD CASE(S) BRACING- NOTES- Standard Except: TOP CHORD 1)Unbalanced roof live loads have been considered 1)Dead+Roof Live(balanced):Lumber Increase=125 Structural wood sheathing directly applied or 3-9-5 oc for this design. Plate Increase=1.25 puriins, except end verticals. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(plf) BOT CHORD Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; Vert:1-4ra9e, 2-8=-20 Rigid c,eiln direct) applied or 4-4-0 oc bracing' Cat.II;Ex D;Encl.,GC i=0.18;MWFRS(envelope); Concentrated Loads(lb)cantilever left and right exposed;end vertical le ft MiTek recommends that Stabilizers and required Vert:4=-170(B)10=-42(B)1 1=-104(B)18=-86(B) cross bracingbe installed during truss erection,in exposed;Lumber DOL=1.60 plate grip DOL=1.60 g Provide adequate drainage water 20=-86(B)21=-86(B)23=-102(B)27=42(B) 3 accordance with Stabilizer Installation guide. ) qua ns a 9 to prevent 29=-42(B)30=-60(B) V ponding. 4)Dead+0.6 MWFRS Wind(Pas.Intemal)Left: REACTIONS.All bearings 1-0-0 except Gt=length) 4)This truss has been designed for a 10.0 psf bottom Lumber Increase=1.60,Plate Increase=1.60 8 techanical,9=0-8-0. chord live load nonconcurrent with any other live Uniform Loads(plf) (Ib Max Horz loads. Vert:1-2=44,24=12,4-7=58,2-15=-10,15-30=83, 2=222(LC 8) 5)'This truss has been designed for a live load of 8-30=10 Max Uplift 20.Opsf on the bottom chord in all areas where a Horz:1-2=-54,24=-22 All uplift 100 lb or less at joint(s) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Concentrated Loads(lb) 8 except 2=-1484(LC 8),9=-1918(LC 5) bottom chord and any other members. Vert:4=218 B 10=101 B 11=263(B)18=82 B) Max Grav 6)Refer to girder(s)for truss to truss connections. ( ) ( ) ( 20=82(B) All reactions 250 lb or less at joint(s) 7)Provide mechanical connection(by others)of truss 30=108(B)1=82(B)23=92(B)27=101(B)29=101(B) except 8=359(LC 43),2=1315(LC 1), to bearing plate capable of withstanding 100 lb uplift at 5)Dead+0.6 MWFRS Wind(Pos.Intemal)Right: 2=1315 LC 1 ,9=1622 LC 1 joint(s)8 except Gt=lb)2=1484,9=1918. ( ) ( ) 8)Load case(s)4,5,6,7,8,9,10,11,12,13,44,45, Lumber Increase=1.60,Plate Increase=1.60 ,47,48,49,50,51,52,53 has/have been modified. Uniform Loads(plf) 46 FORCES. (lb) Vert:1-2=25,2-4=39,4-7=58,2-15=-10,15-30=83, Max.1Comp./Max.Ten.-All forces 250(lb)or less except Building designer must review loads to verify that they 8-30=-10 t are correct for the intended use of this truss.when shown. Horz:1-2=-35,24=49 TOPICHORD 9)This truss has been designed for a moving Concentrated Loads(lb) 2-16=-1100/1342,2-3=-968/1137, concentrated load of 300.01b live located at all mid Vert:4=186(B)10=101(B)11=263(B)18=82(B) 3-17=1790/2457,4-17=-1776/2470, panels and at all panel points along the Top Chord 20=82(B)21=82(B)23=92(B)27=101(B)29=101(B) 4-18 1583/2258,18-19=-1583/2258, and Bottom Chord,nonconcurrent with any other live 30=108(B) 19-20=-1583/2258,5-20=1583/2258, loads. 6)Dead+0.6 MWFRS Wind(Neg.Intemal)Left: 10)Hanger(s)or other connection device(s)shall be BOT CHORD provided sufficient to support concentrated load(s)334 Lumber Increase=1.60,Plate Increase=1.60 lb down and 312 lb u at 5-0-0,104 lb down and 147 Uniform Loads(pIf) 2-25=-2206/1561,2-26=-2213l1566, p Vert:1-2=-22,2-4=-36,4-7=10,2-15=-20,15-30=73, 11-26=-2213/1566,10-11=-1582/1378, lb up at 7-0-12,104 lb down and 147 lb up at 9-0-12, and 104 lb down and 147 lb u' at 11-0-12,and 109 lb Horz:1 0 10-27=-1582/1378,27=28=-1582/1378, p Horz: -2=-8,2>4=6 28-29=-1582/1378,29-30=-1582/1378, down and 159 lb up at.13-0=12 on top chord,and 353 Concentrated Loads(lb) Ib down and 279.lb up at 5-0-0,50 lb down and 111 lb. 9-30=1582/1378 up at 7-0-12,50 lb down and 111 lb up at 9-0-12,and Vert:4=306(B)10=111(B)11=279(B)18=122(B) WEBS 20=122(B)21=122(13)23=134(B)27=111(B) 4-11=.-757/392,5-11=-823/743, 50 lb down and 111 lb up of 11-0-12,and 60 lb down 29=111(B)30=118(B) and 118 lb up at 13-0-12 on bottom chord. The 5-9=1561/1833,6-9=546/385 7)Dead+0.6 MWFRS Wind(Neg.Intemal)Right: design/selection of.such connection device(s)is The, Lumber Increase=1.60,Plate Increase=1.60 Continued on page 2 responsibility of others. 4a.a2 F:nutis (+(yst,�t.�::'d;re�rnoss(s{�2mee(utlaxscrohoniers(esrctr;^nr.(r;e(r.ov((o-s(:>,rr(a.tot,ltoay—e;t,:n1W tots nnit inns Dot,0,t iql:oel�+;.UN'tI.hot.r-rr.Mmal Sao rasew.9n.exnsrsol.d ant tsa,td, Bdet"eaw:'e+tLls sNl le rtlhrg lC2hke sdilstlnues.a Eyata{Ia.lrtt;dryfa,-vewL be sed cagy R9ctsm'smrtrylmecs4s ydestixi nyutnartespr>f,Mwt mtiyt tfht G3gk ktssiyGeEn:eT'9.e!}ulwlrLl,fYlaip astarem:marsia6st, Anthony T.Tombo Iti,P.E. altsshritlrsslwaYrn-iayist roµa rsrdfwCsa,fttOrt st 0eisd.{nuiz �ta M .h6t t sgd tp(MeR t�tknonyl'lny:lemflrlJ,it:a)Pnd tLelaatFrbaatot srms.nais tr r.art. hxwea�xassenita n,r�sga7� 80083 ' aat,Jrnr[s4ptr a!(eeexftr.illatla stlMnntTCB elneyteczes uigrA±atfddiEsfsg(-yattis.hl khstsa(1: rsi-4a±lk'sFl rd s6Ltat;En¢rt!'asExdrnlexe.P4(ldxs 5errpushi-:sas spun ef3.i nt;c: ,hxs:'esyary^ene W`:nss ltuslt[atis;wrest 44515t.L.d.BIYd. tlaria Hl,retl ert(tt3t;lt(+lN irwn�lcogty P?y&etI ianl!tl.!it Toot fkripfgt a is 147s It,ldlrni Nsiptr.v imtS!slea Eq nid.ty 10iiti..V giNN4 Lras at is hhad 416i. Fort Pierce,FL 34946 i ,(epyrighld2016A-1 Roof Itusses-AethnnyL Tonto III,P.L ReFlodu;tiunel this demmed,in any[aim,ispobibiled without the written petmissineftomA-lioulbusses-Anthony L Tonto 111,P.L Job Truss Truss Type Qty Ply 73468 A01 Half Hip Girder 1 1 A0121154 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 1 n 1:51:02 2018 Page 2 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-eQrP_pORVGReOhyv8jlDPsF?t4T1 UAYc05H0ycIIN .l LOAD CASE(S) Standard Except: Standard Except: 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel: Vert:1-2=22,2-12=36,2-3=8,3-4=-36,3-15=-20, Lumber Increase=1.60,Plate Increase=1.60 11-15=73,11-28=93 Uniform Loads(plf) Horz:1-2=-8,2-12=6,3-4=6 Vert:1-2=44,2-12=58,2-3=54,3-4=58,3-15=-10, Concentrated Loads(lb) 11-15=83,11-28=93 Vert:4=-99(B)10=-30(B)11=-118(B)25=-30(B) Horz:1-2=-54,2-12=68,3-4=-68 27=-30(B)28=-30(B) , Concentrated Loads(lb) 49)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Vert:4=397(B)10=101(B)11=263(B)25=101(13) Right:Lumber Increase=1.60,Plate Increase=1.60 �tJ 27=101(B)28=108(B) Uniform Loads(plf) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel: Vert:1-2=5,2-12=-9,2-3=35,3-4=-9,3-15=-20, Lumber Increase=1.60,Plate Increase=1.60 11-15=73,11-28=93 Uniform Loads(plf) Horz:1-2=-35,2-12=21,3-4=-21 Vert:1-2=19,2-12=33,2-3=29,3-4=33,3-15=-10, Concentrated Loads(lb) 11-15=83,11-28=93 Vert:4=-131(B)10=-30(B)11=-118(B)25=-30(B) r Horz:1-2=-29,2-12=43,3-4=-43 27=-30(B)28=-30(B) Concentrated Loads(lb) 50)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Vert:4=426(B)10=101(B)11=263(B)25=101(B) 1st Parallel:Lumber Increase=1.60,Plate 27=101(B)28=108(B) Increase=1.60 • 10)Dead+0.6 MWFRS Wind(Pos.Internal)3rd Uniform Loads(plf) Parallel:Lumber Increase=1.60,Plate Increase=1.60 Vert:1-2=44,2-12=58,2-3=54,34=58,3-15=-10, Uniform Loads(plf) 11-15=83,11-28=93 Vert:1-2=44,2-12=58,2-3=54,3-4=58,3-15=-10, Horz:1-2=-54,2-12=-68,3-4=-68 11-15=83,11-28=93 Concentrated Loads(lb) Horz:1-2=-54,2-12=-68,34=-68 Vert:4=-254(B)10=40(B)11=-142(B)25=-40(B) Concentrated Loads(lb) 27=40(B)28=40(B) Vert:4=397(B)10=101(B)11=263(B)25=101(B) 51)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) 27=101(B)28=108(B) 2nd Parallel:Lumber Increase=1.60,Plate 11)Dead+0.6 MWFRS Wind(Pos.Internal)4th Increase=1.60 Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=19,2-12=33,2-3=29,3-4=33,3-15=-10, Vert:1-2=19,2-12=33,2-3=29,3-4=33,3-15=-10, 11-15=83,11-28=93 11-15=83,11-28=93 Horz:1-2=-29,2-12=43,3-4=-43 Horz:1-2=-29,2-12=43,3-4=43 Concentrated Loads(lb) Concentrated Loads(lb) Vert:4=-225(B)10=40(B)11=-142(B)25=40(B) Vert:4=426(B)10=101(B)11=263(B)25=101(B) 27=40(6)28=-40(B) 27=101(B)28=108(B) 52)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) 12)Dead+0.6 MWFRS Wind(Neg.Internal)1st 3rd Parallel:Lumber Increase=1.60,Plate Parallel:Lumber Increase=1.60,Plate Increase=1.60 Increase=1.60 Uniform Loads(plf) Uniform Loads(plf) Vert:1-2=24,2-12=10,2-3=54,3-4=10,3-15=-20, Vert:1-2=44,2-12=58,2-3=54,3-4=58,3-15=-10, 11-15=73,11-28=93 11-15=83,11-28=93 Horz:1-2=-54,2-12=40,3-4=40 Horz:1-2=-54,2-12=-68,34=-68 Concentrated Loads(lb) Concentrated Loads(lb) Vert:4=463(B)10=111(13)11=279(B)25=111(B) Vert:4=-254(B)10=40(B)11=-142(B)25=-40(B) K 27=1 11(B)28=1 18(B) 27=40(B)28=40(B) - 13)Dead+0.6 MWFRS Wind(Neg.Internal)2nd 53)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) Parallel:Lumber Increase=1.60,Plate Increase=1.60 4th Parallel:Lumber Increase=1.60,Plate Uniform Loads(plf) Increase=1.60 Vert:1-2=-1,2-12=-15,2-3=29,3-4=-15,3-15=-20, Uniform Loads(plf) 11-15=73,11-28=93 Vert:1-2=19,2-12=33,2-3=29,3-4=33,3-15=-10, Horz:1-2=-29,2-12=-15,3-4=-15 11-15=83,11-28=93 Concentrated Loads(lb) Horz:1-2=-29,2-12=43,3-4=43 Vert:4=492(B)10=111(13)11=279(B)25=111(B) Concentrated Loads(lb) 27=1 11(B)28=1 18(B) Vert:4=-225(B)10=-40(B)11=-142(B)25=-40(B) 46)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal) 27=-40(B)28=-40(B) Left:Lumber Increase=1.60,Plate Increase=1.60 54)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Uniform Loads(plf) 1st Parallel:Lumber Increase=1.60,Plate Vert:1-2=44,2-12=12,2-3=8,3-4=12,3-15=-10, Increase=1.60 11-15=83,11-28=93 Uniform Loads(plf) Horz:1-2=-54,2-12=-22,3-4=-22 Vert:1-2=24,2-12=10,2-3=54,3-4=10,3-15=-20, Concentrated Loads(lb) 11-15=73,11-28=93 Vert:4=-200(B)10=40(B)11=-142(B)25=-40(B) Horz:1-2=-54,2-12=-40,3-4=-40 27=-40(B)28=40(B) Concentrated Loads(lb) 47)Reversal:Dead+0.6 MWFRS Wind(Pos.Intemal) Vert:4=-153(B)10=-30(B)11=-118(B)25=-30(B) Right:Lumber Increase=1.60,Plate Increase=1.60 27=-30(B)28=-30(B) Uniform Loads(plf) 55)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Vert:1-2=25,2-12=39,2-3=35,3-4=39,3-15=-10, 2nd Parallel:Lumber Increase=1.60,Plate 11-15=83,11-28=93 Increase=1.60 Horz:1-2=-35,2-12=49,34=49 Uniform Loads(plo Concentrated Loads(lb) Vert:1-2=-1,2-12=-15,2-3=29,3-4=-15,3-15=-20, Vert:4=-232(B)10=-40(B)11=-142(B)25=-40(B) 11-15=73,11-28=93 27=-40(B)28=-40(B) Horz:1-2=-29,2-12=-15,34=-15 48)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal) Concentrated Loads(lb) Left:Lumber Increase=1.60,Plate Increase=1.60 Vert:4=-124(B)10=-30(B)11=-118(B)25=-30(B) Uniform Loads(plf) 27=-30(B)28=-30(B) AG«dry-PYI!tl[AyNllf!ItM,ih eta i00;IinS6 ruttul E<D;Je;1i1NS 8[OFrDIIC'gS(DS70k{KR]')A(Ytl08L0 ufMr I..y r41,to iNeadtm atlrtededm,.IVII!tm Deslq DnvitJilW;ed IM Adl«y I.Its.St ili,d.L ldwexe 4;s1 fibre esf.Ddex fthrrist dd!d a tle IDD,ta� NITei(taefnr y:[e!Sbdiae!,I WWII IsN 14L ist Trrss Dtsge bgHN{i.!,$r.NByby«N I!e4«oy1DD!IjandSR mg J dthylkssied "tit M WI.W"MI. Anthony T.Tornbo Ill,P.E. ndased4si«ss4r uytuliitJ it lle«SpxfiNlm d:,eRtn!ntb Oruis EdkafEi EDedelSe{filfitp DttiJH!,ni"�«dlwdlu lK,a K.Ithfind1"Cquk iml.11ty]nf IOU 1DD.I,gfie11«ed(u inft.!adttiue.^Tiry.sxtryt,iuhlldiu ul be;s3!Sil';?n�ny s4e f:hd v80083 Ihe-rnyOEs 4451 St.Lucie Blvd. E'fF!1ISlt[fitdljobt2ff anlfd lell!t YdntJ 1]dI JNUEf IHdltf.11CT11ff ClS!a lyll!lriflCl L'SSA:I3JCEIiJ1N,erT{t!SSjS.!abJnxrd®t4A19y All(spiteiO.,Ntm d!3aeelaiyll. Fort Pierce,FL 34946 (op]rightQt016Ad Roof busses-Anthony 1.Tombs III,P.E.Repro dudion of this document,in any form,is piohibiled without th t riftu F emission from A-1 Real Tresses-Anthony L Tomb III,P.E. Job =A02 s Truss Type Qty PIY A0121155 73468 HALF HIP 1 1 Job Reference Lopti.,al A-1 Roof Trupses;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 11:51:03 2018 Page 1 I D:pZB3Ggu iPCN Ee_6Vd EjXHVyg?bE-6cPnC913GZZVOrX5i RGSx4n DXUgy3rmKnGmegTycll M -2-0-0 38 7-0-0 14-4-0 19-0-0 i 1 2-M 0- -8 6-8-8 7-40 4-8-0 3 5x10 1.5x4 11 3x4= 3 15 4 16 5 +- 6.00 V2 14 irul 4• 1 17 9 18 8 e e 19 76x8= 6 3x6= 10 1.5x4 11 3x4= 2x4 11 0 8- 7-0-0 14-" 19-0-0 0-8_ 6_3-8 7-4-0 4 8-0 LOADING(psf) SPACING- 2-1-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.26 7-9 >625 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.32 7-9 >510 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) -0.02 7 n/a n/a BCDLi 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:95 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; WEBS 2x4 SP No.3 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;porch left 2-0-0 oc purlins(6-0-0 max.), except end verticals exposed;C-C for members and forces 8e MWFRS for (Switched from sheeted:Spacing>2-0-0). reactions shown;Lumber DOL=1.60 plate grip BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. )Provide adequate drainage to prevent water WEBS 1 Row i at midpt 3.7 ponding. 4)This truss has been designed for a 10.0 psf bottom REACTIONS.All bearings Mechanical except(jt=length) chord live load nonconcurrent with any other live 2=1-0-0,7=0-8-0,10=0-3-8. loads. (lb)-Max 5) This truss has been designed for a live load of Horz �. 2=30Horz 12) 20.Opsf on the bottom chord in all areas where a irectangle 3-6-0 tall by 2-0-0 wde will fit between the Max Uplift A.All uplift 100 lb or less at joint(s) bottom chord and any other members. t6 except 2=-306(LC S),7=-963(LC 9), 6)Refer to girder(s)for truss to truss connections. 10=-721(2 12) 7)Provide mechanical connection(by others)of truss Max Gr1( to bearing plate capable of withstanding 100 lb uplift at All reactions 250 lb or less at joint(s) joint(s)6 except at--lb)2=306,7=963,10=721. except ions6=3 250 l 46),less at j in(s) 8)This truss has been designed for a moving except 1),10=812(LC 28) concentrated load of 300.01b live located at all mid 7=1314panels and at all panel points along the Top Chord FORCES. (lb) and Bottom Chord,nonconcurrent with any other live Max.Comp./Max.Ten.-All forces 250(lb)or less except loads. when shown. 9)Graphical purlin representation does not depict the TOP'CHORD size or the orientation of the purin along the top and/or 2-14�-8921792,3-14=-743/807, bottom chord. 5-6=1269l77 BOTICHORD (S) 2-10=-868/664,10-17.=-868/664, L SESSta Standard 9-17=-868/664,9-18=-879/669, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 8-18=-879/669,7-8=-879/669 WEBS Plate Increase=1.25 3-9==257/437,3-7=-888/1136, Uniform Loads(plf) 4-7=-691/669 Vert:1-3=94,3-5=-94,6-11=-21 NU ES- 1)Unbalanced roof live loads have been considered for this design. tYaa�P:a;eYY±aegi�:nte.tle'AIC7F itUSSES;S3FPr.P,sFitFtlkSt(Utl6TgNStLP;st"IUrfr,ittlgplFObsLST tra 1,1*io,.Wr!st ul tnl stirs n Ybitoss D40fift,r9UUFeM aei elm 1.i!.611LP.E.lefowS3!t{tdrt!Ys!.W!,t5es1"sv.d.luDlah Yirett uttz plom g le sultan!to h hss91 is s1wPn a Eors!e%fls$0 istry i{eN!{pp{®l:{!r{UIl0.{hE phstk'!YF"12!flj t!{rp4#t!Fr6,ifisipd'6,mil!Timitt4.00e Anthony T.Tombo III,P.E. !dn!dltislms 4{er}Rfatis"Kru{pastrf dde C.rx!,fss Ursa's ndaiirtstnlu:!t gie!:x,htY!sderd@t ltC de Rte{ddtlads+Rfag:a4 asiPlt,Ts!rspaatd.!1>gal ntheU neddern{s,rs e=.t'sailor,{tn�e,ur tsealknix(d{g!!a!nstusu0s{d 4 80083 tiet.Urut Wiipa miiaeuxnr.All sdn utYAa Xltgui&aPeea:ns sctgei!'n!sotRst.i[a<cxsusaShc}Idus;csatt;Stepisse11.71 eN StlA ae{stxn{el Ytuesd t.iiuts.Pit tdmsli!!essn{alt mmitn—floc {Qe{+ca!t.ru{s c!sp F,Noea mtTns{pudMxer,ro'e{s 4451 St Lucie Blvd. d.1wie.tits[se§zl sped gaan'=j6ystafies itd!d.5tfit Dnipt.-pit is 401 Gttuiroth{lptes!'msfril!att isr,da}tu1Cn}Enjibtim L.!Vt n ee-iis lM�1. Fort'Pierce,FL 34946 Upyright.0 2016 A-I Roof musses-Acthanyl.Eembe 111,P.E.Repioklion al this dowwri,in anylarm,ispishibited without thewtitien permission tram A-1 Rod Lasses-Antbony Memba Ol,PE. Job Truss Truss Type Qty Ply 73468 A03 HIP GIRDER 1 2 A0121156 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 17fi1:51:04 2018 Page 1 ID:pZB3Gg uiPCN Ee_6Vd EjXHVyg?bE-aoz9PV2h 1 thMd?6HG8nhUHKJftCZdf�?TOwVCMvycIIL 2-0-0 0,3r8 3-5 0 9-0-7 13-11-0 18-9-11 ,20-1-9 24 4 9 29-10 431-2-0 2-0-0 0-3 8 3-1-8 5 7-7 4-10 9 4 10-12 1-3 14 4-3-0 4-9-8 2J 0 Dead Load Defl.=1/8 in 4x4= 4x8 2x4 II 4x4= = 4 22 5 23 6 24 7 6.00 12 21 �= 3x8 25 3 0 c� 2 19 B. B2 268�-''� � 0l1 2829 30 31 32 33 Yt`o 27 14 13 34 35 12 36 9 ,11 1037 - 4x8= 3x6 II 7x8= 4x6= 6x12= 3x8 w 3-5-0 9-0-7 18-9-11 18-i 0-0 28-5-8 T-2i0 3-5-0 5-7-7 9-9-4 0- -5 9-7-8 -8- Plate Offsets(X Y)- [2:0-4-0 0-1-15] p:0-2-4 0-2-81 [8:0-2-10 0-1-8] [11:0-2-10,0-3-121,[13:0-2-8,0-4-81,[14:0-4-8,0-1-81 LOADING(psf) SPACING- 2-1-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.17 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.28 13-14 >802 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MS Weight:350 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2 7)*This truss has been designed for a live load of BOT CHORD 2x6 SP 240OF 2.0E*Except* BOT CHORD 20.Opsf on the bottom chord in all areas where a 62:2x6 SP No.2 2-27=-3884/9324,2-28=-3896/9355, rectangle 3-6-0 tall by 2-0-0 wide will fit between the WEBS 2x4 SP No.3*Except* 28-29=-3896/9355,14-29=-3896/9355, bottom chord and any other members. W5:2x8 SP 240OF 1.8E 14-30=-3896/9355,30-31=-3896/9355, 8)Provide mechanical connection(by others)of truss BRACING- 31-32=-3896/9355,32-33=-3896/9355, to bearing plate capable of withstanding 2185 lb uplift TOP CHORD 13-33=-3896/9355,13-34=-004/1388, at joint 2,2404 lb uplift at joint 11,1322 lb uplift at joint 2-0-0 oc purlins(3-6-10 max.) 34-35=-604/1388,12-35=-604/1388, 8 and 1491 lb uplift at joint 10. (Switched from sheeted:Spacing>2-0-0). 11-12=-604/1388,11-36=-2080/969, 9)This truss has been designed for a moving BOT CHORD 10-36=-2080/969,8-10=-969/2080, concentrated load of 300.O1b live located at all mid Rigid ceiling directly applied or 10-0-0 oc bracing, 8-37=-2082/957 panels and at all panel points along the Top Chord Except: WEBS and Bottom Chord,nonconcurrent with any other live 6-0-0 oc bracing:10-11. 3-13=-5147/2187,4-13=-783/1779, loads. 5-1 3=-1 89814345,5-11=-5164/2317, 10)Graphical purlin representation does not depict the REACTIONS.All bearings 0-8-0 except(jt=length) 6-11=-423/240,7-11=-1 498/728, size or the orientation of the purlin along the top arj�/or 8=1-0-0,10=0-3-8. 3-14=-1322/3484 bottom chord. (lb)-Max Horz 11)This truss has large uplift reaction(s)from gr-.A. 2=-157(LC 6) NOTES- load case(s).Proper connection is required to sec s Max Uplift 1)2-ply truss to be connected together with 1 Od truss against upward movement at the bearings. All uplift 100 Ib or less at joint(s) (0.131"x3")nails as follows: Building designer must provide for uplift reactions except 2=-2185(LC 8),11=-2404(LC 5), Top chords connected as follows:2x4-1 row at 0-9-0 indicated. 8=-1322(LC 44),10=-1491(LC 58) oc. 12)Hanger(s)or other connection device(s)shall be Max Grav Bottom chords connected as follows:2x6-2 rows provided sufficient to support concentrated load(s) All reactions 250 lb or less atjoint(s) staggered at 0-6-0 oc. 1046 lb down and 409 lb up at 1-8-12,1046 lb down except 2=5291(LC 19),11=5408(LC 1), Webs connected as follows:2x4-1 row at 0-9-0 oc, and 418 lb up at 3-8-12,1046 lb down and 420 lb up 8=1062(LC 9),10=1087(LC 44) 2x8-2 rows staggered at 0-9-0 oc. at 4-1-4,1046 lb down and 424 lb up at 6-1-4,and 2)All loads are considered equally applied to all plies, 1042 lb down and 489 lb up at 8-1-4,and 1545 lb FORCES. (lb) except if noted as front(F)or back(B)face in the down and 868 lb up at 10-1-4 on bottom chord. The Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)section.Ply to ply connections have design/selection of such connection device(s)is the when shown. been provided to distribute only loads noted as(F)or responsibility of others. TOP CHORD (B),unless otherwise indicated. 2-19=-10479/4291,2-20=-10473/4305, 3)Unbalanced roof live loads have been considered 3-20=-10430/4315,3-21=-5044/2182, for this design. LOAD CASE(S) 4-21=-4925/2196,4-22=-4501/2064, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Standard 5-22=-4501/2064,5-23=-944/2430, Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; 1)Dead+Roof Live(balanced):Lumber Increase=1.25 6-23=-944/2430,6-24=-944/2430, Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Plate Increase=1.25 7-24=-944/2430,7-25=-952/2398, cantilever left and right exposed;end vertical left Uniform Loads(plf) 8-25=-973/2320,8-26=-1312/2647 exposed;porch right exposed;Lumber DOL=1.60 Vert:1-4=-94,4-7=-94,7-9=-94,2-10=-21,10-18=21 BOT CHORD plate grip DOL=1.60 8-18=-21 2-27=-3884/9324,2-28=-3896/9355, 5).Provide adequate drainage to prevent water Concentrated Loads(lb) 28-29=-3896/9355,14-29=-3896/9355, ponding. Vert:28=-1046(F)30=A046(F)31=1046(F) 14-30=-3896/9355,30-31=-3896/9355, 6)This truss has been designed for a 10.0 psf bottom 32=-1046(F)33=-1042(F)34=-1545(F) 31-32=-3896/9355,32-33=-3896/9355, chord live load nonconcurrent with any other live 13-33=-3896/9355,13-34=-604/1388, loads. 34-35=-604/1388,12-35=-604/1388, 11-1 2=-604/1388,11-36=-2080/969, t Yusa;fimst tintsliy:nSewfit'A;I[Ori1CSSfS;5�9;FFY;Is(likkitEDYO7ICYS:kirCA;tURI':A:YtCArfD'n4;YT'»�a rnd,tt;+p;rtaen.:stdroi ales to fiis loss De:ythtsie;;,Dlnaalas i.Layt fl.ltte:eeS1til Ietat+r..CeHssp e"ise s§`:tdsa n<1D0,aLI tulettaefu;Ines sle7kt mtclhr+a i[hksa<ii is rinssfermEy'sorpx..S;rrug L•�.vn4 ne ssdusst Rlss><esssmsrt;tas.sus ides seit Bens;rzs;ws%d-t!MRe!!sgtdi�sa;ixTsns i�rdaCel Bu!;,erillr4l.rre lesipnsrspaas,usfa3 cs:'isrs, -.�..41; Anthony T.Tombo III,P.E. de;tu!tis inss in erin"raf!i::ns;a ryd@tCm,fie Oxtr.'srtkern)t;tnu;tzr.�!cq!M¢..it 8t st tCt!F.t RCne R.aefieixsl Nu3§;tktcf itrl,Tye*.e.1 dttll ud xf fell w d oa Lns,o sr�n�a;.rimer,te. ,t otO.iq lull it ne Itspitulq V. 480083 nt hdtu;Dssiper pl fsrAsisc tilyno ststAafie SF=ed3r;reo¢seat;p4l:sxdhatsi;yCr�ysvtpSdtt}Mxara(li'i; +h11.7f eel Stto ae sdueutl4r;eeed;.ilvt.Rli Ddatt rst tt:etsvid-.`.�ioll+uesdhssses:ac.?nss:es+N re;:seuWisvx HudeCcer,aa!+.ss 4451 St.Lucie Blvd. sslnsi;tDoelhtRESxltDtttr;roeitn ekgFfrTesn»hditttossDtvpfray;i;IT.fit rbitw;Nsi;m.e;!ast Spit.Fq'smedmW101,/7o;i4AL;a;at.,I.T.Di0M. Fo&Pierce,FL 34946 (apyughiV2016AAPool Trusses-Anthany1.loathe 111,Kf.9epradunioaol this doomenliin any form,ispohibitedwilhaullhew.beapetmissioe Item AIloal,lusses AdhaoyI.Tomholll,1`1 I Jab Truss Truss Type Qty PIY A0121157 73468 A04 Hip 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 11:51:05 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-3?XXdg2JoBpDF9hUgslwl VtWzHX7XexdEaFluLycllK 2-0-0 6412 11-14 18-0-12 1 -9-11 23-1-9 29-2-0 31-2-0 2-0-00- 8 6-1-4 4-8-8 6-11-8 8- 5 4314 6-0-7,Ak 2-0-0 Dead Load Defl.=1/16 in 4x6= 4x6--1.5x4 11 4 5 623 1� 6.00 12 21 24 3x4 i �1C�A 1.5x4 3 i �Ir W4 7 - o \` 25 an 20 \\�2 826 v " 9 01 27 14 28 13 29 12 11 30 10 8t• ` 3x4= 1.5x4 11 3x8= 4x6= 6x8= 5x6= 6�-12 11-1-4 18-9-11 18-f0-0 28-5-8 _ 2y-2f 6�-12' 4 8 8 7-8-7 0- 5 9-7-8 0-8 8 Plate Offsets(X Y)- i8.0 3 0 0 2 9j (11.04-0 0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.22 11-13 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.26 11-13 >860 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MS Weight:164 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except` T2:2x4 SP M 30 WEBS BOT CHORD 2x4 SP No.2'Except' 3-14=-3/420,3-13=-6771735, B2:2x6 SP No.2 5-13=-769/1046,5-11=-1319/916, WEBS 2x4 SP No.3 6-11=424/245,7-11=456/635 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 3-11-7 oc 1)Unbalanced roof live loads have been considered purlins. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or 6-0-0 oc bracing. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; WEBS Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 5-13 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;end vertical left exposed;porch right dross bracing be installed during truss erection,in exposed;C-C for members and forces&MWFRS for accordance with Stabilizer Installation guide. reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ACTIONS.All bearings 0-8-0 except(jt=length) 3)Provide adequate drainage to prevent water -0-0,10=0-3-8. ponding. J -Max Horz 4)This truss has been designed for a 10.0 psf bottom 2=179(LC 10) chord live load nonconcurrent with any other live Max Uplift loads. All uplift 100 lb or less at joint(s) 5) This truss has been designed for a live load of except 2=426(LC 12),11=-748(LC 12), 20.Opsf on the bottom chord in all areas where a 8=-567(LC 48),10=-847(LC 13) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. All reactions 250 lb or less atjoint(s) 6)Provide mechanical connection(by others)of truss except 2=1125(LC 23),11=1881(LC 1), to bearing plate capable of withstanding 426 lb uplift at 8=385(LC 12),10=984(LC 48) joint 2,748 lb uplift at joint 11,567 lb uplift at joint 8 and 847 lb uplift at joint 10. FORICES. (lb) 7)This truss has been designed for a moving Maxi Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 300.0lb live located at all mid when shown. panels and at all panel points along the Top Chord TOP CHORD and Bottom Chord,nonconcurrent with any other live 2-20=-1485/1058,3-20=-1368/1072, loads. 3-21:-850l709,4-21=-679l728, 4-22=-663/749,5-22=-663/749, 5-23=-81/484,6-23=-84/469, LOAD CASE(S) 6-24=-164/509,7-24=-174/348 Standard BOT CHORD 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2-27=-607/1230,14-27=-607/1230, Plate Increase=1.25 14-28=-607/1230,13-28=-607/1230, Uniform Loads(plo 13-29=-268/612,12-29=-268/612, Vert:1-4=-90,4-5=-90,5-9=-90,10-15=-20, 11-12=-268/612 10-19=20,8-19=-20 WEBS 3-14=-3/420,3-13=-677/735, tltscq rtemetazx(il(ses;ta 6e'!d IQ(I£IIOSS[S(Si!?:P, rEI!(77.Y,4 t scau:mtn;�;rau;MEC;S:rep6i.[06�:5rfs;o.(esdrtes:(arsetenr.ak!tit!eehs n ttit?nn hd!a knit';601ca1a:4�}L Iexh li,l.:.rCeteer.fleet idrtt n!.C�e;s e�*iu stdeEa i6sTD,n(,. ib2ert rrd=s s6a le.sa+(a5e ID hke rtls isoL!ss_!.nEnlaev{ii.,SpCdfiF:,�vy Mesev'eseyrSssMtexs©e:syhu:a'E+Fd:ss!s:+se73een:y teymoDybt�hsils d rit sirl(t Tins uktd6is Tmsbte A aNtit tilt Cast,fit D.xtY nahtt elt nin!ksh Cau nht twaeae:'6tIM 6e¢t cl6t!ntl ltilr tls at3Rbl.ii!t!lunld6tT Ent setadlned6e Tms;bail-5adlb,lin t,h;z'e§arFlkei sisa i!a!;eyuvii6: JIntIlOny T.80083 III,P.E. ' r �! ram^! r ! �':<' �(+ � i � �( �� 80083 fi.14f.114dpstal hdtrnt.RIM set 1443t P+tt6&ert,:us td rr6asn116er:6,1(.w14 Sdd} sdext. 4451 St.Lucie Blvd, t6eniselr<eds!t(xarl eptel yxa it n=it3kr i;rain hnhti.Tlt Lest Cessrt Etr:etet is r9[6elcllul pnipeev Tnti Snlea Ftasdwrr+a6tr.!]tyihBal4a!atnitfitlblfrl. Fort Pierce,FL 34946 i (a i h(>2016A-1loothusses-Ambon Llambs111,P,1,tt tchtfasa]ThisJuumtnr,inanyImm,is tohibittAwilbaullbewtineo timissiaeltemAdfoalbasses-Anihaa Llamba01,P.E. PYt 9 Y P t P P Y i Job Truss Truss Type qty Ply 73468 A05 Hip 1 1 A0121158 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 1 V 1:51:06 2018 Page 1 I D:pZB3GguiPCN Ee_6VdEjXHVyg?bE-XB4wgA3xZUy4tJGgNZg9ZiPgmhyXG 15mTE—JQnycIIJ 2-0 00�3 8 6 4-11 13-1-4 16-0-12 18-10-0 23-0-5 29-2-0 31-2-0 2-0-00-'3-8 6-1-3 6-8-9 2-11-8 2-9-4 4-2-5 6-1-11 2-0-0 6.00 F12 4x6= 4x6 11 Dead Load Defl.=1/16 in 5 6 26 1.5x4 II 4x6 24 7 3x6 4 8 3x4 27 ' 5 1.5x4!• 3 9 �. 4 to 2 1 P8 c� 2 10 01 11to r 29 16 30 15 31 14 32 19 33 3x4= 1.5x4 II 3x8- 4x6= 6x8= 3x4 ■ 6�11 13-1-4 18-10-0 28-5-8 2 -2 TO 6 4-11 6-8-9 5-8-12 9-7-8 -8 Plate Offsets(X,Y)— (4:0-3-0,Edge],(10:0-2-10,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.30 12-13 >376 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.40 12-13 >288 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.02 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:158 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except` T1:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP 2400F 2.0E 2-29=-652/1268,16-29=-652/1268, Standard WEBS 2x4 SP No.3 16-30=-652/1268,15-30=-652/1268, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BRACING- 15-31=-76/478,14-31=-76/478, ,Plate Increase=1.25 TOP CHORD 14-32=-76/478,13-32=-76/478 Uniform Loads(plf) Structural wood sheathing directly applied or 5-0-0 oc WEBS Vert:1-5=-90,5-6=-90,6-11=-90,17-20=-20 purlins. 3-16=0/444,3-15=-919/977, BOT CHORD 5-15=-263/255,6-15=-585f794, Rigid ceiling directly applied or 6-0-0 oc bracing. 6-13=-1190/758,7-13=-409/459, WEBS 9-13=-459/636 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required NOTES- cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered accordance with Stabilizer Installation guide. for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) M REACTIONS.All bearings 0-8-0 except(jt=length) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; 10=1-0-0,12=0-3-8. Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) j (lb)-Max Horz and C-C Exterior(2)zone;cantilever left and right 2=-204(LC 10) exposed;end vertical left exposed;porch right Max Uplift exposed;C-C for members and forces&MWFRS for All uplift 100 lb or less atjoint(s) reactions shown;Lumber DOL=1.60 plate grip except 2=-433(LC 12),13=-809(LC 13), DOL=1.60 10=-589(LC 48),12=-817(LC 13) 3)Provide adequate drainage to prevent water Max Grav ponding. All reactions 250 lb or less at joint(s) 4)This truss has been designed for a 10.0 psf bottom except 2=1119(LC 23),13=1856(LC 1), chord live load nonconcurrent with any other live 10=372(LC 12),12=1022(LC 48) loads. 5)`This truss has been designed for a live load of FORCES. (lb) 20.Opsf on the bottom chord in all areas where a Max.Comp./Max.Ten.-All forces 250(Ib)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the when shown. bottom chord and any other members,with BCDL= TOP CHORD 10.Opsf. 2-23=-1514/1080,3-23=-1302/1095, 6)Provide mechanical connection(by others)of truss 3-4=-641/509,4-24=-507/522, to bearing plate capable of withstanding 433 lb uplift at 5-24=-490/537,5-25=-458/621, joint 2,809 lb uplift at joint 13,589 lb uplift at joint 10 6-25=-458/621,6-26=-7/453, and 817 lb uplift at joint 12. 7-26=-15/352,7-8=-194/490, 7)This truss has been designed for a moving 8-27=-196/411,9-27=-207/334, concentrated load of 300.01b live located at all mid 10-28=-265/178 panels and at all panel points along the Top Chord BOT CHORD and Bottom Chord,nonconcurrent with any other live 2-29=-652/1268,16-29=-652/1268, loads. 16-30=-652/1268,15-30=652/1268, 15-31=-76/478,14-31=-76/478, 14-32=-76/478,13-32=-76/478 LOAD CASE(S) Standard tix+y Pnu 3wtz;aifetntw Ce'l tAOr ROSS6(�!9 r€!tiUl il.4S 1 rGA�rYJrS(rs�CM�!tJ!Er jRII[7YtEP:kSI'tt'to rN;I!r{i.':;Yt#Nfl16411Nrli;l4 tt I1if?Au o6ye GtsirepPlntadt5:tE'eWf T.T>.N i€rt I{`.Ntel!iittt ldnt as.A':sa eaN.is{sk:eioa�{r:➢,uh ifif'k ostphitrSiA1erullu9elG;hletdi lssi:esSCriaEe3aeer(is..Slt s a?N HeSedueayr ter 5es5z r:l tc ide5rnsaay-seNa�teSMz 3 MSed gtdnttioyltrnssrtpu leo P9t r,oet ltF1,17:3t5ipsn ay a,rota; ':eut,!e stLq pnmony T.Tombo 11i,P.E. eCir!!fi{Si3 rrrss israr C:' is!4tn:ptc5ipiy dtstC+Sesy Nt c—'srthmi'luttrt,W*;ri:.r*•,itfit"re,,dd{TIG$ea(cseasintl ln'ru;alorlrll,Wgpttdd1Le,37ar Rj<{l,rne{?t:frMS;�'%;Y➢nY;.Shltri3':�'L:tttFi S?N13p 51SOI?�!it;i}151t1i.'1d nt!iru lysi eralfuMna.rlianestdtda3t13�s�@: setd a6{!:sta'!lsr'Gn(txyutNSehltMnaa:ta(:;ii7,+i4a!iiriF(c!4[(1Ne;duerd!N m:vi.iiatte.RIfEn!nsstiet{gtsnlif_{smsrae5d5e1<sssCeimz,'tass[{N ,SntuadirassN:ntloGrer,a!Ns "'80083 f P ptxu f f s t ors 4451 St Lucie Blvd. fxu.iu e se'atl S,rr(rehxttpttlr;mu+nsa9 kf i;;chts intpd.iltLns Pnip hfutis yDi Gt{r5lfq DagrN.e?tttsSNe:rt,itNdm a ltAfe;,liiiuTu >;'a!Zt trat is ir5ttiurr4l. I.Oi'PI¢f<¢,F FL 34946 (epyrigbt,d2➢16A-I Roof Musses-Anthony T.Tamba III,P,E,Reprodunion of this document,in any form,is prohibited wilhout The wr'iten permission from A I loaf Truster-Anthony L Toonba 111,P.E. , Job Truss Truss Type Qty PIY • A0121159 73468 JA06 Common 2 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 l l:51:07 2018 Pagel I D:pZB3GguiPCN Ee_6VdEjXHVyg?bE-?Nel2W4ZKo4wVSrsxHL06wypG5DS?c?wiukszEycll l _2 g 7-6-12 14-7-0 18-10-0 23-2-1 29-2-0 31-2-0 2-0-00--8 7-3 4 7 0� 4-3-0 4-4-1 511-15 2 0 0 6.00 12 4x6= Dead Load Defl.=3/16 in 5 22 1.5x4 II M 3x6 i 21 _ 6 3x6 3x6\\ q 7 23 3 W 3 1.5x4 i 8 20 24 1 5 � 2 \ 925 ,h > 0 1 � 0to 26 14 27 28 13 29 12 30 11 3x4= 4x6= 6x8= 5x6= 4x4= 9-5-10 18-10-0 28-5-8 2�-2r0 9-5-10 9-4-7 9-7-8 0-8-8 Plate Offsets(X Y)— f9:0-2-8 0-0-1] [12:0-4-0 0-4-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL; 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.48 14-17 >475 360 MT20 244/190 TCDL: 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.66 14-17 >344 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 9 n/a n/a BCDLI 10.0 Code FBC2017lfP12014 Matrix-MS Weight:155 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except' T1:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30`Except` 2-26=-562/1206,14-26=-562/1206, Standard I B2:2x6 SP No.2 14-27=0/391,27-28=0/391,13-28=0/391, Vert:1-5=90,5-10=-90,11-15=-20,11-19=20, WEBS 2x4 SP No.3 13-29=0/393,12-29=0/395, 9-19=20 BRACING- 12-30=-135/272,11-30=-135/272, TOP CHORD 9-11=-272/135,9-31=-130/270 Structural wood sheathing directly applied. WEBS BOT CHORD 3-14=-670/893,5-14=-864/989, Rigid ceiling directly applied or 6-0-0 oc bracing. 5-12=-1186/862,6-12=-429/525, WEBS 8-12=-458/631 1 Row at midpt 5-14,5-12 MiTek recommends that Stabilizers and required NOTES- cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered accordance with Stabilizer Installation guide. for this design. 2)Wind:ASCE 7-10;Vult=l70mph(3-second gust) 41CTIONS.All bearings 0-8-0 except Qt=length) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; 2 -0-0,11=0-3-8. Cat.ll;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) - axHo- and C-C Exterior(2)zone;cantilever left and right >=225(LC 10) exposed;end vertical left exposed;porch right Max Uplift exposed;C-C for members and forces&MWFRS for All uplift 100 lb or less at joint(s) reactions shown;Lumber DOL=1.60 plate grip except 2=-438(LC 12),12=-835(LC 13), DOL=1.60 9=-564(LC 45),11=-871(LC 13) 3)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live All reactions 250 lb or less at joint(s) loads. except 2=1108(LC 1),12=1851(LC 1), 4)`This truss has been designed for a live load of 9=457(LC 20),11=997(LC 45) 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 FORCES- (lb) bottom chord and any other members,with BCDL= Max1 Comp./Max.Ten.-All forces 250(lb)or less except lO.Opsf. when shown. 5)Provide mechanical connection(by others)of truss TOP,CHORD to bearing plate capable of withstanding 438 lb uplift at 2-20 1362/1002,3-2 0=-1 11011019, joint 2,835 lb uplift at joint 12,564 lb uplift at joint 9 3-4=-1071/1007,4-21=-928/1020, and 871 lb uplift at joint 11. 5-21=-912/1036,5-22=-25/473, 6)This truss has been designed for a moving 6-22=-43/319,6-7=-235/475, concentrated load of 300.Olb live located at all mid 7-23=-243/388,8-23=-253/312, panels and at all panel points along the Top Chord 9-24=-277/151 and Bottom Chard,nonconcurrent with any other live BOT CHORD loads. 2-26=-562/1206,14-26=-562/1206, 14-27=01391,27-28=0/391,1 3-28=01391, 13-29=0/393,12-29=01395, LOAD CASE(S) 12-30=-135/272,11-30=135/272, Standard 9-11=-272/135,9-31=-130/270 1.)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Uniform Loads(plf) veleaP•Etna SacgS'T tt1kM t4'AIQDF❑DSSBf'SFi Kb=iAEAst 7TG6S E iCpOT�YS:DStDM(lN[I'it;[iDvtED6sl'.YThla ielth IttalrreatRts et!nt!edtt k ditTms Dtsisl koneg DD)esi:k ealbl1T.haM GiF.idaea!Stettide,t tu.Eldels¢'Sttxitt stc'tt mAe IDD,!d. hIll"Irk,iidtt 04{!titllNiN1V4 itl i1351's1 lid K G7 TLDll"lers as=!1tIX2¢6tr.dNSSN.'tejt'tm9le3(ieswitr1N Ii!ftilfd!lt S411 TR:5 Met Iril.rY lt51riN53�i,` ;�eF:;tE"S+.=lh Anthony T.Tombo 11i,P.E. udttedidl hiss IN elTtuk>i istktntpmral:dl:tfhse!t,he Drse?ttt,l1,inleltdtr4tEtgOtl.'! ,LfitlMtddtit llL@eR(eld3t 6mi ratGlg nts mlTNd.Tst gpNtldAeP4ted¢16e11 uedtleims,m.5dsl41zilul.sHnpt,s!"�eeetsl FiNtij sidli!gt to/pss�Yit-rd t80083 ' 6t iaiful Ptds.N mlGmrttr.All Mts ld Ma'bt1•etd yt sod" i?N 9!�?S�l IFiJIDLIII FSGll4NSeI'X T!4il Dtif.^„p;'fiSl DNgl 11QH4 Dl/ill dttdtd;<tt,i921f 4451 St.Lucie Blvd. tlia•iu/r`.atle!tfetkaierttlepauniEa�klkFatrcs ktdttl.[ltLess lhsip 6Dkre is ADi 6t kwj Dtlipa.!:Ittts STsles Eq ttadtr,kridry.liwpihlirl k'lmnkTaditT4;1. Fort Pierce,FL 34946 U 1 ht02D16A-1Roofhasses-Amhon LTembaIll,U Re,oduniouoflbildommeaLinaa Imm,is lohibittdOtto]thealirea trmissiaafromA-IRaalhusses-Anthoc Llomboill,P.I. Pt�9 Y P P P P Y it Job Truss Truss Type Qty Ply 73468 A07 Roof Special Structural Gable 1 1 A0121160 Job Reference(optional) A-1 Roof Trusses,Fart 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 1711:51:08 2018 Page 1 0-8-0 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-TaCgFs5B46Cn6cQ3V_sde7U4gVXWkz93wYTPVgycliH 0-4-6 Ojqg6 3-4-8 , 6-11-5 14-64 18-10-0 23-2-4 29 1-4 31 V 0-'1-1 2-8-8 3-6-13 7-6-15 4x6= 4-3-12 4-4 4 5 11-0 2-0-0 0-0-14 0-3-10 Dead Load Deft.=1/16 in 6.00 12 4 22 1.5x4 II 21 3 5 3x6 5x6 7�- 7 6 23 3 1.5x4 i 6x12= 4x6 20 g 7 18BL11 \�. WB ;T424 4 �/ 9 \ Ito 2 8 25 m IN r 9 €q 14 26 13 27 12 28......_. 29 11 10 3x4= 3x6= 3x4= 3x4= 4x6 7x8_ 30 31 3x4= r Oy0 3-4-8 10-8 3 18-8-12 18-10-0 29-1-4 l7 8'0 2-8-8 ' 7-3-11 8-0-9 0- 4 10-3-4 Plate Offsets(X,Y)— fl:0-5-4,0-3-01,[2:0-1-8,0-2-41,[8:0-0-8 Edge] rl0:0-4-0 0-4-121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.30 10-12 >752 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.38 12-13 >589 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-MS Weight:167 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2*Except* 8)This truss has been designed for a moving T2:2x4 SP M 30 BOT CHORD concentrated load of 300.OIb live located at all mid BOT CHORD 2x4 SP No.2*Except* 14-26=-822/1248,13-26=-822/1248, panels and at all panel paints along the Top Chord 62:2x6 SP No.2 13-27=-703/1090,12-27=-703/1090,WEBS 2x4 SP No.3*Except* 12-28=-5/354,28-29=5/354, and Bottom Chord,nonconcurrent with any other liveloads. W1:2x6 SP No.2 11-29=-5/354,10-11=-2/360, OTHERS 2x8 SP 240OF 1.8E 10-30=-169/250,8-30=-169/250, BRACING- 8-31=-63/600 TOP CHORD WEBS LOAD CASE(S) Structural wood sheathing directly applied or 5-7-12 oc 2-14=-1161/795,2-13=-278/216, Standard purlins, except end verticals. 3-13=-194/557,3-12=-726/950, BOT CHORD 4-12=-635/711,4-10=-1258/912, Rigid ceiling directly applied or 6-0-0 oc bracing. 5-10=-416/518,7-10=-497/645, WEBS 1-18=-1403/1084 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required NOTES- K' cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered accordance with Stabilizer Installation guide. for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS.All bearings 10-8-0 except(jt=length) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; 18=0-7-4. Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) (lb)-Max Horz and C-C Exterior(2)zone;cantilever left and right 18=-308(LC 8) exposed;end vertical left exposed;C-C for members Max Uplift and forces 8t MWFRS for reactions shown;Lumber All uplift 100 lb or less at joint(s) DOL=1.60 plate grip DOL=1.60 except 10=-665(LC 13),8=-247(LC 13), 3)Provide adequate drainage to prevent water 18=-328(LC 12) ponding. Max Grav 4)This truss has been designed for a 10.0 psf bottom All reactions 250 lb or less at joint(s) chord live load nonconcurrent with any other live except 10=1948(LC 1),10=1948(LC 1), loads. 8=577(LC 24),18=822(LC 23) 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members,with BCDL= when shown. 10.Opsf. TOP CHORD 6)Bearing atjoint(s)18 considers parallel to grain 1-19=329/475,2-19=-329/475, value using ANSI/TPI 1 angle to grain formula. 2-20=-1398/1290,3-20=-1282/1298, Building designer should verify capacity of bearing 3-21=788/801,4-21=-617/819, surface. 4-22=-13/566,5-22=-31/410, 7),Provide mechanical connection(by others)of truss 5-6=257/557,6-23=-260/474, to bearing plate capable of withstanding 665 lb uplift at 7-23=270/393,8-25=455/63, joint 10,247 lb uplift at joint 8 and 328 lb uplift at joint 14-15=-487/688,1-15=487/688 18• BOT CHORD 14-26=-822/1248,13-26=-822/1248, W.'"Nastfbra}E!piv'.ot'd:10f TIUSSESMrr'}.±L411st T9)eit L6Np7KJYSLb"siCH;^tU!iljARtONlE06k1T'f+a To*k!pp.,sm fed mutes 1,ftis=nu units(rf+iep DOirala±te ,T.InkG.t,;.l>`ereue NO hiufa{±,tans a.`—afrestfa N RD,W, N,ittsaantt'sr plii:r sh ile selMA 169hgt edit tseifss Ctrge sjatef pe,1ps>�^r Eaq•>'slY s at of ixT�Rutttsxsmaaetleu±f?!E}q•,hssreitsq:a ne:7t syas3.':h In 2sdlsip the s;rgit isms gt,'�^:lea:tT:lfd!,ttitr 1141.IL•desga nasy'2xs,:taf-Tot::etf,±.! 'Ih Anthony T.TOmEfl II:,P.E. «e,±re'lwsimsln¢gEz::t3 is'atgfe,x,dAtCcen,ht OsF£i{Finaxd,ytl-2L<'.q:t:. .ii tit lf4'tCf:wef llLtte it; �e laslNftsq:N=arflNl.D±otp,{dfl;feL'>eeS re(Ihll,:tdRt lrm;wsrzg4stA:q,.sh:rs,ms's'zan alk•nq slen l:a::rpscil;yd ;^;80083 Al Enlfvq[±s plr taq ftmaast.lllatlgs,IfapCa:i::udiTt pnnesfnd gs.r:zts o!�fts:!Es1 La^,oten Sdtq ldnxrw t:fAp+S!u:ih;fl«156C1atrEerev,tl:'r.6usd{alece T!4l le?a±slyeresie+ahi_rscd!>txs tl7+i:tss 9<s:gs!;;'eru 0esya'eq,eeu nd inss 4l:at(eM:er,mkss 445Ue Blvd. figtr.!:e10-1itt(f+h�!�fed:p.it nffq Eq 0 ga6tt ind!t!.€sti"is6n!p Eye±±:is47i In twinjDtsige«.e?ins Stitt. Witt.l7 upilaL:±i k:asaf fsd:5etl iF iF};. Fort Pierce, S St.t.L[id Blvd. ! (e i htC 2Ni6 A-1 Roof Trasses-Anthony1.Teethe Ill,P.E.Keptodorfion of this detomtol,is an farm,$prohibited.;than[she.riq!ess ermission from AlRoof losses- .Teethe 111,P.E.PTr9 YY P P AnthonyY I Job Truss Truss Type Q2Y PIY A0121161 73468 A08 GABLE 1 1 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May D: ZB3G uiPCNEe 6VdEaXHV y 18 20 bE PITKQgY6Scek nSVMwaRcPu kYaKZIChCsvMOsyWZZyclIF P 9 _ 1 Y9• Y J 0-3-8 348-12 j -2-0-0 2-4-0 8-4-0 13-0-0 17-7-0 25-1-14 32-2-0 34-2-0 2-0-0 2�8' 4-7-4 5-0-1 4-3-0 7.6-14 7-0-2 2-0-0 0-3-8 04-12 4x6= Dead Load Defl.=7/16 in 9 3x4 64 8 4 A654X63x4 3x8= ST5 x4 6.00 12 4x4= 3x4= 4x10% 63 g1 HW1 S 0ST18 3 1 5 6 S7 9 6of S 3w 2 A 3 6 S 16 S 7 0 22 21 3 74 75 77 12 I o 3 �O 3x10 11 2x4 11 18 17 16 15 14 3x6= 3x4= 19 7x8= 48= 3x10= 5x6= 2x4 11 3x3 11 f 2-4-0 3-8-12 8-" 17-7-0 25-1-14 32-2-0 -& -0- -7-4 4-0-0 9-3-0 7-fr14 1-7-8 0-4-12 Plate Offsets(X,Y)— [2:0-5-8,Edge],[5:0-3-8,0-1-8],[7:0-3-12,0-2-0],[10:0-0-0,0-1-12],[10:0-2-12,0-2-8],[15:0-0-0,0-1-12],[15:0-1-12,0-0-0],[15:0-3-0,0-3-0],[17:0-2-12 0 1 8] [20'0-2-4 0-4-12] [37.0-1-14 0-0-12] [42.0-1-14 0-0-121 [43:0-1-15 0-0-0] [45:0-1-14 0-0-12] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL ' 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.46 16-17 >757 360 MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.87 16-17 >398 240 BCLL 1 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.04 12 n/a n/a BCDLI 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:244 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2'Except` 7)This truss has been designed for a 10.0 psf bottom i T4,T5:2x4 SP M 30 TOP CHORD chard live load nonconcurrent with any other live BOT CHORD 2x4 SP M 30'ExcepY 2-59=-23/1421,2-3=0/1222,3-4=0/2302, loads. B1:2x6 SP No.2,B3:2x4 SP No.3 4-60=0/2085,5-60=0/2085,5-61=0/672, 8)t This truss has been designed for a live load of WEBS 2x4 SP No.3*Except* 6-61=0/672,6-62=0/411,7-62=0/411, 20.Opsf on the bottom chord in all areas where a W4:2x4 SP No.2' 7-63=-2932/0,8-63=-2806/15, rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 8-64=-2393/7,9-64=-2200/64, bottom chord and any other members,with BCDL= SLIDER 9-65=-2284/0,10-65=-2307/0, 10.Opsf. Left 2x4 SP No.3 14-5 10-11=-2498/0,11-66=-3542l0, 9)Provide mechanical connection(by others)of truss BRACING- 12-66=-3837/0 to bearing plate capable of withstanding 603 lb uplift at TOP CHORD BOT CHORD joint 2. Structural wood sheathing directly applied. 2-67=-19321107,2-68=-1930/106, 10)This truss has been designed for a moving BOT CHORD 22-68=-1930/106,22-69=-2085/89, concentrated load of 300.O1b live located at all mid Magid ceiling directly applied or 3-10-14 oc bracing. 21-69=-2085/89,21-70=-2085/89, panels and at all panel points along the Top Chord cept: 20-70=-2085l89,6-20=-340/148, and Bottom Chord,nonconcurrent with any other live 1-01oc bracing:18-20 17-73=0/2405,73-74=0/2405, loads. BS 74-75=0/2405,16-75=0/2405, 11)Hanger(s)or other connection device(s)shall be ow at midpt 11-16 15-16=0/3314,15-76=0/3314, provided sufficient to support concentrated load(s)280 77=0/3314 14/3314, - , liTek recommends that Stabilizers and required 14-76=0 lb down and 20 lb up at 24-0,and 3 lb down and 14 cross bracing be installed during truss erection,in 12-77=0/3314WEBS lb up at 2-11-4 on top chord,and 289 lb down and 19 accordance with Stabilizer Installation guide. 4-22=-1221/O,7-17=851/163, lb up at 2-4-0,and 3 lb down at 2-11-4 on bottom 8-17=-42/478,8-17=8511/239, chord. The design/selection of such connection REACTIONS. (lb/size) 9-16=0/1429,11-16=-14/239, , device(s)is the responsibility of others. 2 = -508/1-0-0 (min.0-1-8) 12)In the LOAD CASE(S)section,loads applied to the 2 = -508/1-0-0 (min.0-1-8) 11-14=0/605,17-20=0/2686, face of the truss are noted as front(F)or back(B). 12 = 2363/0-8-0 (min.0-2-13) 7-20=-2996/0,5-21=1723/0, 21 = 3651/0-8-0 (min.0-4-5) 5-20=0/1993 Max Horz LOAD CASE(S) 2 I = -270(LC 9) NOTES- Standard 1)Unbalanced roof live loads have been considered Max Uplift 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 _ -603(LC 16) for this design. Plate Increase=1.25 2 i = -508(LC 1) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(plo Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; MaxlGrav Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Vert:1-4(-113( 23),4-7=-113(F=-23), 2 = 176(LC 31) 7-9=-113 F=-23,9-13=-113(F=-23), 21 = 2363(LC 1) cantilever left and right exposed;end vertical left 2-20=-43(F=23),18-19=-43(F=-23), 21 = 3651(LC 1) exposed;Lumber DOL=1.60 plate grip DOL=1.60 18-56=43(F=-23) 3) Truss designed for wind loads in the plane of the Concentrated Loads(lb) FORCES- (lb) truss only. For studs exposed to wind(normal to the Vert:22=-15(F)69=-3(F) Max.Comp./Max.Ten.-All forces 250(lb)or less except face),see Standard Industry Gable End Details as when shown. applicable,or consult qualified building designer as TOP CHORD per ANSI/TPI 1.. 2-59 2311421,2-3=0/1222,3-4=0/2302, 4)Provide adequate drainage to prevent water 4-00=0/2085,5-60=012085,5-61=0/672, ponding. 6-61=0/672,6-E2=0/411,7-62=0/411, 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 4'nrp-S`.n;eflr.Ie?irttl;txftt'i;IDCF ilUSS6;'SRFn^„DT+FOl1FUlS t FCaD;lt7ri T43TCN;WT(I".FCIDii1FOD1k?!T',tfo.NOMIPFt"TV1 ssi feel stirs"4is1ets Nip tawitr;iDDloi-n!ktal i.ImSt 1 1.ldma Skd 116fe nt.Deta i'-k':ifs sMtioa rcaTDD,td? NSeilvtlft ih>:s sHDktssFdfa5:14 hkldiL isa fires, caFapetrlie,ilen^r Eys43tudn;£r 8�teptinnf nrnrtss"Id!pdnstas meter arttsln,�;i?hr?t 410 d trluSlt Tins itrLeen�lDWrrsie KI.Tki:111S ts-fts1;�fyIC':,erl;lrki+&n Anthony T.Tomt'o It?,P.E. Rd nt4FFtiiTMs131 sty "..44rts risrnikf deft 0os,6t Ow Spftisieltlst'6wld;Ns.^W'Asfl'neir,firs ll($tW'drtt 1.d 04f.;01.4TTIA.IMsg'itaI ftloD ttd winfitttd RE ifi{S;Ot i'z)Atailnr.fmfitsu;d.R dkrhj sul 1t P;Its?mnl7d .;80083 dtt Dirt)tvYp,t mi ri3 snr.ilt:I fltlAb T ��fR if Udr tt{0.QSr+G 7F6S/tCSd fIdNA3 (151�7'Skit?flWiSliA Rt tdNlt;l SHdf.liQ a Pili MS lttF1T l J HfliiN ldS T!fiS uie6 e,ilf lT<TI 1r1MilTMfllY G tt.R t2t 4451 i L cie PI,d. tI!H.stia�lltrttMlaffF;ticlDitn=xi SrSiWits 4,4W.Tit fast Nsii2&iateisIN fit W1.10e3irlf.FTIMIrd;nTty'tfcdn?taliur.+doradlltinfat tnadailtiill. Fort Pierce,FL 34946 A! (apy69hI 02016A-iRoofTrusses-Atlbaoy1.Tomba111,1`1 Atpicda;fionrA this dDoment,in any farm,isprD6ihiled Without The w1illeapelmissiae from AI Roof Trusses-Anlhany1.iombo III,P1 Job Truss Truss Type City Ply 73468 A09 Roof Special 1 1 A0121162 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 1711:51:12 2018 Page 1 0-3-8 44-0 I D:pZB3GguiPCN Ee-6VdEjXHVyg?bE-LLSB5EBi8KiDbEjgkgwapzfhB6tggnjfrARdeRycllD -0 2-0-0 3-4-0 12, 104-0 17-7-0 23-9-4 i 32-2-0 34-2 0 f 2: '3-8 3-0-8 0 'i2' 6-0-0 730 6-2-4 84-12 2-0-0 0-74 5x6= Dead Load Defl.=3/16 in 6 4 30 3x6 6.00 12 5x6 11 7x10= 2 7 4x4 4x4� 4 8 3 27 26 lawT1,; 31 N cn 2 c? 0 .�— / 1 18 37 12 38 39 5x8— 9 101q U4- 16 15 14 13 11 4x4= 3x6= 3x10= 3x8= 4x6= 1.5x4 II 3x6 II 44-0 t Q-8-i3 34-0 3$t12i 104-0 i 17-7-0 23-94 32-2-0 8 0 2 6-0-0 7-3 0 6-24 84-12 0-74 Plate Offsets(X,Y)— [2:0-4-4,0-041,[4:0-2-1110-2-81,[5:0-5-12,0-3-81,[8:0-2-0,0-2-81,[14:0-3-8,0-1-81,[15:0-0-0,0-1-8],[17:0-2-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.34 11-25 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.53 11-25 >654 240 BCLL 0.0 * Rep Stress Incr NO WB 0.87 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:183 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except* T2:2x6 SP No.2,T3,T5:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-19=-1050/1082,19-32=-1050/1082, LOAD CASE(S) B3:2x4 SP No.3,134:2x4 SP M 30 18-32=-1050/1082,18-33=-1050/1082, Standard WEBS 2x4 SP No.3 33-34=-1050/1082,17-34=-1050/1082, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BRACING- 14-37=-1304/1931,13-37=-1304/1931, ,Plate Increase=1.25 TOP CHORD 12-13=-1486/2208,12-38=-1486/2208, Uniform Loads(plf) Structural wood sheathing directly applied or 3-4-9 oc 11-38=-1 486/2208,11-39=-1486/2208, Vert:1-4=-90,4-5=-90,5-6=-90,6-10=-90, purlins. 9-39=-1486/2208,4-17=-332/199 17-20=-20,15-16=-20,15-23=-20 BOT CHORD WEBS Rigid ceiling directly applied or 4-9-15 oc bracing. 5-14=-355/411,5-13=-636/127, Except: 6-13=-788/893,8-13=-950/975, 10-0-0 oc bracing:15-17 8-11=0/462,14-17=-1308/1909, WEBS 5-17=-2110/1758,3-18=-2135/1598, 1 Row at midpt 3-17=-1182/1724 5-13,8-13,5-17 K' MiTek recommends that Stabilizers and required NOTES- cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered accordance with Stabilizer Installation guide. for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) REACTIONS.All bearings 0-8-0 except(jt=length) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; 2=1-0-0,19=0-3-8. Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) (lb)-Max Horz and C-C Exterior(2)zone;cantilever left and right 2=270(LC 13) exposed;end vertical left exposed;C-C for members Max Uplift and forces 8t MWFRS for reactions shown;Lumber All uplift 100 lb or less at joint(s) DOL=1.60 plate grip DOL=1.60 except 2=-227(LC 24),9=-664(LC 13), 3)Provide adequate drainage to prevent water 18=-948(LC 12),19=-104(LC 19) ponding. Max Grav 4)This truss has been designed for a 10.0 psf bottom All reactions 250 lb or less at joint(s) chord live load nonconcurrent with any other live 2 except 9=1697(LC 1),18=2421(LC 1), loads. 19=286(LC 58) 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 6)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 227 lb uplift at 2-26=-784/1173,3-26=-773/1237, joint 2,664 lb uplift at joint 9,948 lb uplift at joint 18 5-29=-1766/1526,6-29=-1616/1542, and 104 lb uplift at joint 19. 6-30=-1616/1592,7-30=-1636/1578, 7)This truss has been designed for a moving 7-8=1 76111567,8-31=-2455/2035, concentrated load of 300.01b live located at all mid 9-31=-2613/2016 panels and at all panel points along the Top Chord BOT CHORD and Bottom Chord,nonconcurrent with any other live 2-19=1050/1082,19-32=-1050/1082, loads. 18-32=-105011082,18-33=-1050/1082, hnay rtrou 31±k,+:!g;£,!t.th'A i@OF HUSSESi 5 i:i';.9lEOt litkS a(ODDiGNf:e3i2N�rDRI;Sfrt9Nl[DF4iAT tee.Tno4dt;:ygreaMa:ud ieag cries t!Hislnts De:}gt l:t=itg;TDPleti At!!".i"aT 1.rlaa m_tl.teknee S1tlI hbreRse.=Ee;sa!senst ftC:#ta Ct iDD,tllY rtiThtavtfaR gMm}le:l le E'itdhr t lr?nk Wtl3lrM3D£1�4l Fi 4f[.t..Setn�?,(ytlJLntitutF6j'T:�IfKt{CiW9.1tg18Ld�4{'dtltRtE flj�!!}33}t}g3zllg'ttllY bfi}�fd:AfCgltlire}AtgCtAf33'.T��idl,tt(2(1rfg.rY.1t}Ig£llt:r3ri,3}:�etC'4tEir}Gail! Anthonv T.Tomb01E7,P.E. etd reeHdllL.stglr}sYA:=Aag sa�n;gmzr'rydhe C+xs•,hR fl+ta's tttla nl gtele;:sL'isg:a:.rtt,h DRlRr,r'Iktlt(.IltQ:¢lttuttl,I!rrug}tds m3i!11.11tlgpltdd4.+ri.0!!d r-r keldnetl dt ir:s;o k g!»dfeg.}biege,e}a:Erea+ana3 ntDetrnrztglas611'gd :80083 ' }itt.dfug Dtugrtf ddrErtra7e.All aks telMaSt�;Ee;✓£grtcm ad gadt:anddlk'ig(as/utnSd:U ldu.rmR:�g»5s1:11,;rIe�RtA Rt(e`He£}tlYgxe'dgne£xt Ml9?r,±thlrF;NlSeiLtlofeb:fd5:T.t4{DFiPs,.l£,sF£ep'egrtta a6�tfit Nn?1Eere,wlns 4451 St.Lucie Blvd. ltltr•'sR frixllr![Eehrl£ptRP tgre ilrl�7lg si gelin gnthN.itt inlfD£tglfe;z�t;i:tht htfeillug Prslgxcl:Tnss SYsfte[ratrdenitaGry.A3 ugiAli.N L,s}at es l£hxtdnlTS1. fOTt Pierce,FL 34946 (a i ht� 1016 A-1 Raal Lasses-Actha LTcmb 111,P.E.Re Iedulion cf this dmament.in anyform,is xdlhoul The uritlea permission from A�I foci Masses-Anihae I.Inch III,P.E. . PYr 9 Y P Y r F Y I Job Truss Truss Type Qty PIY A0121163 73468 A10 Roof Special 1 1 Job Reference(optional) ge I A-1 Roof Trusses;Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May ID: ZB3G uiPCNEes6V E May 1XHV18 bE eXOZla9Kve 4DNIOIXS LBC WEZPDWes,Inc. Mon Sep 17 3o4 BAA 2018 a cIIC P 9 _ 1 Y9• -q q P q q q tY C 0-3-8 4-4-0 12 6-4-0 12-4-0 17-7-0 25&1 4 32-2-0 34-2-0 2-Q00. 2 2-0-0 6-0-0 5-3-0 7-6-1a 7-04 0-7-4 4x6= Dead Load Deft.=3/16 in 7 4x6� 5x6 3 a 32 3x6 y =6.00 F12 1.5x4 II 5 8 6x69 1 4x4-,':-�8 29 30 Y to 3 1 2 %w333 to 4 0 i to 2 0 39 13 40 41 10BA o i 4x8 3x4= 17 16 15 14 12 4x4= ' 5x10 MT20HS11 4x8= 3x8= 4x6= 1.5x4 11 3x6 11 9 4-4-0 3-0-0 3 12 10.7-14 12-4-0 17-7-0 257-14 3-0-2 -8- 2-7-8 -2 6-3-14 1-8-2 S3-0 7-114 7-0.2 0-7-4 Plate Offsets(X Y)— [2.0-4-4 0 0-4] [15`0 3 5 0 1 8] [16.0-3-8 0-0-0] [18.0-2-12 0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 12-26 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.52 12-26 >663 240 MT20HS 187/143 BCLL 1 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.03 10 n/a n/a BCDL I 10.0 Code FBC20171TPI2014 Matrix-MS Weight:188 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2*Except` T5:2x4 SP M 30 BOT CHORD BOT i HORD 2x4 SP No.2`Except` 2-20=-885/950,20-34=-885/950, LOAD CASE(S) 83:2x4 SP No-3,B4:2x4 SP M 30 19-34=-885/950,19-35=-885/950, Standard WEBS 2x4 SP No.3 35-36=-885/950,18-36=-885/950, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BRACING- 16-38=0/265,15-38=0/265, ,Plate Increase=1.25 TOP CHORD 15-39=-1153/1862,14-39=-1153/1862, Uniform Loads(plf) Structural wood sheathing directly applied. 13-14=-1500/2234,13-40=-1500/2234, Vert:1-5=-90,5-6=-90,6-7=90,7-11=-90, BOT CHORD 12-40=-1500/2234,12-41=-1 500/2234, 18-21=-20,16-17=-20,16-24=-20 Rigid ceiling directly applied or 4-9-11 oc bracing. 10-41=-1500/2234 Except: WEBS 10-0-0 oc bracing:16-18 5-18=-1482/1132,5-15=-1042/1325, WEBS 6-14=-615/654,7-14=-916/996, 1 Row at midpt 5-15,9-14 9-14=-963/995,9-12=0/470, ,jvliTek recommends that Stabilizers and required 3-19=-2066/1559,3-18=-1079/1589, r�ross bracing be installed during truss erection,in 15-18=-296/693,6-15=-871/812 ccordance with Stabilizer Installation quide. NOTES- 1ACTIONS.All bearings 0-8-0 except at=length) 1)Unbalanced roof live loads have been considered .1-0-0,20=0-3-8. for this design. (lb)-Max Horz 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2=-270(LC 13) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Max Uplift Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) All uplift 100 lb or less at joint(s)20 and C-C Exterior(2)zone;cantilever left and right except 2=-179(LC 24),19=-917(LC 12), exposed;end vertical left exposed;C-C for members 10=-667(LC 13) and forces&MWFRS for reactions shown;Lumber Max Grav DOL=1'.60 plate grip DOL=1.60 All reactions 250 lb or less at joint(s) 3)Provide adequate drainage to prevent water 2 except 19=2321(LC 1),10=1707(LC 1), ponding. 20=289(1-C 60) 4)All plates are MT20 plates unless otherwise indicated. FORCES- (lb) 5)This truss has been designed for a 10.0 psf bottom Max Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOR CHORD 6)'This truss has been designed for a live load of 2-27=-639/989,3-27=-628/1053, 20.Opsf on the bottom chord in all areas where a 4-29=-212/281,5-29=-101/285, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5-30=1769/1676,6-30=-1769/1676, bottom chord and any other members. 6-31=-1 729/1580,7-31=-1621/1591, 7)Provide mechanical connection(by others)of truss 7-32=-1623/1598,8-32=-1649/1585, to bearing plate capable of withstanding 100 lb uplift at 8-9=1773/1574,9-33=-2482/2049, joint(s)20 except(jt=lb)2=179,19=917,10=667. 10-33=-2641/2030 8)This truss has been designed for a moving BOT CHORD concentrated load of 300.01b live located at all mid 2-20=885/950,20-34=-885/950, panels and at all panel points along the Top Chord 19-34=-885/950,19-35=-885/950, and Bottom Chord,nonconcurrent with any other live loads. ?lnwq•Brea ±ug5!rur;l.tbt'l;OF❑USSBr0r,mulMSt(DMO=11S moll pPEI`t(t+i7rttlDoU?!T fsto.Tads11g0yrntsastt!tul uses esth's Trttr Ddy.N0q DDlesltaaIt!"T.11.1.I!!.t..1F.ueut sttetithrt nt.We;V.5-ist'IMMAB1DD,u!y Nett®ttN lMstttD tetsttta StS hle n5t lsaltessiu:aw3:erEie.,$rerr.^trz tui,t}efed etayfc7 upetestmt:ttttsu:dte�du;u t•.O2xnilruFws?;<hhr 3.'ksip ef5t snth irastaLhla2tl Dtdyuln!tLS.rltdtsgtussa s, .7 'htt;ft?c silr kithony T.Tombo III,P.E. W.!'0:aslrsss Its air W.:911L614gAs"r'!1dekC"!,he0rxt'satikwhAgenu�k'�3DuPv.il6eutt4t{8s!It;deO:adze!udfs!'ful�ettmtit6l.Tfta)pnddltL9utulhdtnst!ti:Tnn;iuhes!"avilhg,sfuste,a:�sactttnhgdsllltasresrusiiil7d m 80083 ' att.DtutDtstgn mirteaxsretD suet ul tAehef"uttSttttcut etlrr.:!tr�tddrte!E'ta 7utusei;!ehiznce¢;S r+Setkth ifl ul R(tere:ueremt!';z tut:dpiisu.lr4l lt'.s!7e tt;yav:il`esotfatsdhtt:uthnTtu,'tut teuptegeeu rr€msp�efsGaer,�!us 4451 St.Lucie Blvd. ' 'tpertf:{krmllrsrtehsie;,ul trot It sri±s36r E!teiiet knLd.!tt Tau Dnip Es ere!r1D1 tit 141681 WPtt,ts inttf+sev Et;isttttl uy4tilAq,!!!arOtlial lt•:at ctrsdt5telh:F 1. Fort Pierce,FL 34946 .(epytigbl'0-2016 A-1 goal frusses-Artbny 1.Tcmbo III,P.E.lepicdelion of Ibis datemeal,in any form,is probibited witboul l6e writun p mission Item Ad loci Musses-ApIl ocyL Tombo Ill,P.I. Job Truss Truss Type City Ply 73468 A11 Roof Special 1 1 A0121164 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 I 11:51:14 2018 Page 1 0-3-8 4-4-0 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-IkZxWv9ygyyxgXtCrFz2uOklKvXd8hCxJUwkiKycllB -2-0-0 11 34-0 3-42 8-4-0 14-4-0 17-7-0 24-7-4 32-2-0 34-2-0 2-0-00- 3-0�8 2 400 6-00 3-3-0 7-6--0 2-0-0 0-7-4 4x6= Dead Load Defl.=3/16 in 4x6 4x6 7 6.00� 5 4 32 3x6 1 8 6x6 1.5x4 II 29 30 ' �8 9 '? 27 * 4 m � 33 d m 2 0 19 39 13 40 41 10 Im o 4x8— a1 -� 3x4= 17 16 15 14 12 4x4= ±5x10 MT20HS I I 5x8= 3x8= 46= 1.5x4 II 3x6 11 4-4-0 3Z3-4-0 3$s121 14-4-0 17-7-0 24-7-4 32 2 0 0 8 8 2-7-8 0 IL 10-G-0 3 3 0 7 0-4 7-6-12 0-7-4 Plate Offsets(X,Y)— [2:04-4,0-0-41 [16:0-3-8 0-0-01 [18:0-3-0 0-2-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.35 15-16 >989 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.51 12-26 >677 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:196 lb FT=10% LUMBER- TOP CHORD 2x4 SP No2'Except` T2,T5:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP No.2*Except* 2-20=-642/847,20-34=-642/847, LOAD CASE(S) B3:2x4 SP No.3,B2:2x4 SP 240OF 2.0E 19-34=-642/847,19-35=-642/847, Standard B4:2x4 SP M 30 35-36=-642/847,18-36=-642/847, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 WEBS 2x4 SP No.3 16-18=0/258,4-18=-368/322, ,Plate Increase=1.25 BRACING- 16-38=0/344,15-38=0/344, Uniform Loads(plf) TOP CHORD 15-39=-982/1772,14-39=-982/1772, Vert:1-5=-90,5-6=-90,6-7=-90,7-11=-90, Structural wood sheathing directly applied or 3-3-12 oc 13-14=-1510/2267,1340=-1510/2267, 18-21=-20,16-17=-20,16-24=-20 purlins. 1240=-1510/2267,12-41=-1510/2267, BOT CHORD 1041=-1510/2267 Rigid ceiling directly applied or 5-6-0 oc bracing. Except: WEBS 10-0-0 oc bracing:16-18 5-18=-1316/954,5-15=-640/873, WEBS 6-15=-623/617,6-14=-655/621, 1 Row at midpt 7-14,9-14 7-14=-1045/1113,9-14=-971/1006, MiTek recommends that Stabilizers and required 3-19=-1905/1478,3-18=-1114/1534, F. cross bracing be installed during truss erection,in 15-18=-510/978,9-12=0/476 accordance with Stabilizer Installation guide. NOTES- REACTIONS.All bearings 0-8-0 except(jt=length) 1)Unbalanced roof live loads have been considered 2=1-0-0,20=0-3-8. for this design. (Ib)-Max Horz 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2=-270(LC 13) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Max Uplift Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) All uplift 100 lb or less at joint(s)20 and C-C Exterior(2)zone;cantilever left and right except 2=-170(LC 8),10=-669(LC 13), exposed;end vertical left exposed;C-C for members 19=-886(LC 12) and forces 8{MWFRS for reactions shown;Lumber Max Grav DOL=1.60 plate grip DOL=1.60 All reactions 250 lb or less at joint(s) 3)Provide adequate drainage to prevent water except 2=292(LC 46),10=1722(LC 1), ponding. 19=2171(LC 1),20=294(LC 60) 4)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 5)This truss has been designed for a 10.0 psf bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP CHORD 6)'This truss has been designed for a live load of 2-27=512/718,3-27=-5051777, 20.Opsf on the bottom chord in all areas where a 3-28=-299/331,4-28=-260/335, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4-29=-360/517,5-29=-296/526, bottom chord and any other members. 5-30=1726/1644,6-30=-1726/1644, 7)Provide mechanical connection(by others)of truss 6-31=-1711/1632,7-31=-1595/1645, to bearing plate capable of withstanding 100 lb uplift at 7-32=1646/1604,8-32=-1675/1590, joint(s)20 except at=lb)2=170,10=669,19=886. 8-9=-1800/1579,9-33=-2520/2059, 8)This truss has been designed for a moving 10-33=-2678/2041 concentrated load of 300.01b live located at all mid BOT CHORD panels and at all panel points along the Top Chord 2-20=-642/847,20-34=642/847, and Bottom Chord,nonconcurrent with any other live loads. �c:Fv r!a.!�Fu,sy 41,f.re't;uDragsss;szt{�a+tlrt Taus a matrTars:rtDe'w!tt}A;eg�pttg:u.�t'6!,.a,dr i?s pyrsrs!4ur nt,ua etl4{H�I{rr41tang.i>ealg;roele,!w r41mr trssN G tr.l4s4ue goof(dnR n!.uE!s�+c�s}s±r!!4a�4 TCD,�r, rLI4Y naRtkt ilalts fge i I!Ya4lf{f p:Ib3 h T4 4dIA Ss a IR!1 reLa'i{4i±tr{Ib.,>rR Y"f r1^4.Y±I�14±3!d 066r IDr I4}TS01i�Xt4gf4!(:0.E!r d!4S:it>fH{W4!I?3 r!4g#Y.13!M i.R E?5131 d ie{13{I4 r45:5 r±rW4lGE S'ITEJ sdr,udd IPFI.If:lesi{s nssaq'ass:4nr4s{ael;�u{,se'�ilur Anthony T.Tombo IIi,P.E. s#ssedra:Smsh4 ar1:33g;s'±re:{,asa=;gdL'rC x:,he DFsti<4r�`!:nla{eda'!±k' {;zs.7±;,h6ri rCsr.dOr,t<4¢{a:�Iml Udfaq:Rde nlR{LU±srpsxg s';tl"D sst ur D!13e:!rdt rrss,iv'�-{ flnp.{b+e,R as€�a rlSeer slag t:M;4sp srsdYd 80083 t lie tsd4ugC4s:g4r mlfrdrahr.Allad±s n11da541t:aE;a pta:m ssd gr.A.ss,dAsAF:in(ax9ustl Stld:Morszm116tprD5se!lis;rle.3StiA ae r:`xunl:`u{4erd{nlm4e iPtl!ls4slSel+;yus:SL,e4lm!1dm±hsslhs:ca±;,:rau:evgs 4{iseu mlTnssNssdsCu,arLns tl1(RiRlt'9tH]IQehY,Ispetl tpYFk FI?ip gr k:r'Aal hnl!!!.iM Ilnl P4siggEy2ees ll ADg Gs{spur D4vpn.eT+niSrsi±s EFeire duyh9fsi,r3 ugihard l±;assuslo5x4tutFSi. 4451 St.Weie Blvd. (opyrig4a2016A-1Rooftrusses-AntboayT.Tomb,III,P.I.RepraduNanalibisdommweinanyform,isplobibitedwffiau0hwiinenpermissian from Ad Roof Tresses-AniAnnyLTombofli,P.L For-,Pierce,FL 34946 Job Truss Truss Type Qty PIY A0121165 73468 Al2 Roof Special 1 1 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 M ek Industries, Inc. Po Sep 17 11: 1:152018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg. ) Y 9 Y 0-3-8 18-10-0 -2-0-0 34-0 7-&0 9-2-8 12-2-8 3 16-0-0 17-7 25-6-10 sg_ 34'2'0 2-0-0 3-0-8 4-4-0 1-fr8 3-0-0 1-1 3-0-0 1-3-0 1-3-0 6-8-10 6-7-6 2�0 Dead Load Deft.=1/4 in 4x4 1.5x4�12x14 zz 5x6 11 5x8� 7 4 3 6 33 8 34 6.00 F,2 TO 4x6 31 1.5x4 35 4x4 30 9 _ � 1.5x4�i su, 3 T,k:- N 0 29 `,; 3 36 r i W1 o - 21 18 4243 14 44 20 38 19 v 11121y tb 3x6 II 4 = o 4x4= 17 16 15 3x4= 4x4= 3x3 11 4x12= 4x6= 3 Q 0 5-4-0 7 B 0 9-2-8 13-4-0 21 8 1 32-2-0 2-3$04-02-0-0 2-4-0 1, 4-1-B 8-4-1 10-5-15 Plate Offsets(X Y)- [2.0 0 8 Edge] 14'0 2 11 0 2 8] [8'0 2 2 Edge] [9'0-3-0 Edge] [11.0-1-12 0-0-0] [18'0-3-0 0-2-4] [22.0-1-10 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 1 30.0 Plate Grip DOL 1.25 TIC 0.84 Vert(LL) -0.61 13-28 >486 360 MT20 244/190 TCDL, 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.85 13-28 >349 240 BCLL I 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.04 11 n/a n/a BCDL I 10.0 Code FBC2017/TP12014 Matrix-MS Weight:197 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except' 6)Provide mechanical connection(by others)of truss T2:2x6 SP No.2,T5,T6:2x4 SP M 30 TOP CHORD to bearing plate capable of withstanding 100 lb uplift at BOT CHORD 2x4 SP No.2`Except* 2-29=-146/342,3-29=-136/426, joint(s)19 except Qt=lb)2=214,11=618,21=197, B3:2x4 SP No.3,B4:2x4 SP M 30 3-30=-1410/1118,4-30=-1283/1131, 20=687. WEBS 2x4 SP No.3*Except* 4-31=-1162/1151,5-31=-1159/1151, 7)This truss has been designed for a moving W8:2x4 SP No.2 5-32=-1327/1370,6-32=-1285/1374, concentrated load of 300.O1b live located at all mid BRACING- 6-33=-1204/1288,7-33=-1204/1288, panels and at all panel points along the Top Chord TOP CHORD 7-34=-1204/1288,8-34=-1204/1288, and Bottom Chord,nonconcurrent with any other live Structural wood sheathing directly applied or 4-1-5 oc 8-35=-1813/1612,9-35=-1829/1596, loads. pudins. 9-1 0=-1 967/1591,10-36=-2263/1940, 8)Graphical puriin representation does not depict the BOT,CHORD 11-36=-2455/1925 Rigid ceiling directly applied or 5-11-12 oc bracing. BOT CHORD size or the orientation of the puriin along the top and/or Except: 2-21=-300/458,21-37=-300/458, bottom chord. 6-0-0 loc bracing:16-18 20-37=-300/458,20-38=-300/458, EBS 19-38=-300/458,19-39=-300/458, LOAD CASE(S) Row at midpt 8-15 18-39=-300/458,1542=-588/1351, Standard 1cordance TS 42-43=-588/1351,14-43=-588/1351, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ace at Jt(s):22 13-14=-588/1351,13-44=-1465/2135, ,Plate Increase=1.25 ek recommends that Stabilizers and required 11-44=-1465/2135 Uniform Loads(plo ss bracing be installed during truss erection,in WEBS Vert:1-4=90,4-5=-90,5-6=-90,6-7=-90,8-12=-90, with Stabilizer Installation uide. 5-15=-463/421,6-15=-317/332, 18-23=-20,16-17=-20,16-26=-20 8-15=-348/185,8-13=-506/714, REACTIONS.All bearings 0-3-8 except Qt=length) 10-13=-668/879,15-18=-483/1245, 2=1-M,11=0-8-0. 5-18=-311/281,3-20=1636/1350, (lb)-.Max Horz 3-18=-859/1488 2=-254(LC 13) NOTES- Max Uplift All uplift 100 lb or less at joint(s)19 1)Unbalanced roof live loads have been considered except 2=-214(LC 8),11=-618(LC 13), for this design. 21=-197(LC 29),20=-687(LC 12) 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust) Max Grav Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; All reactions 250 lb or less at joint(s) Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) except 2=375(LC 48),11=1592(LC 1), and C-C Exterior(2)zone;cantilever left and right 21=281(LC 62),20=1637(LC 1),20=1637(LC exposed;end vertical left exposed;C-C for members !1),19=483(LC 64) and forces 8t MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 FORCES. (lb) 3)Provide adequate drainage to prevent water Max.Comp./Max.Ten.-All forces 250(lb)or less except ponding. when shown. 4)This-truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live 2-29=-.146/342,3-29=-136/426, loads. 3-36-1410/1118,4,30=-1283/1131, 5)'This truss has been designed for a live load of 4-01=-1162/1151,5-31=-1159/1151, 20.Opsf on the bottom chord in all areas where a 5-32=1327/1370,6-32=-1285/1374, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6-33=-1204/1288,7-33=-120411288, bottom chord and any other members,with BCDL= 10.Opsf. Mrtay•Pmu @ncgi?j iw;+.r 6e'id iLOrIgSSES;f64n^>risEtlSt;WS t(OKOT9Xi(BSiBY�W!EI"t(CIpp1[OEk51'fr:¢ietth ft;'�rrezeCts tad itad tetei FetSis tixs 6esitt[et=iF;(Dlnml S:eF!lasyT.ItaSt O;.P.F.rsft;aie$fetiithte n!.t't!i c3rxiit tn!ef wlt PD,ttlr YiTettanr3e{Mnilf9letsetM+f.tC{Jltie rCit lstitit tt;:a te�eFt{i:..SseP_yis;rx;GF ies'tFay C9ieyetes{arnrttpt u4 rrtesshex tyada2rssect¢3JrWlfi ErsgFdAe urUirrs diyutdea:eP9 Nr,Nalttl CF.desi;s essF€i`:ras;4advl �ur,!r!c�h Anthony T.Tombo 111,P.E. ttd ntAlB{tnst ixesrl;F€as islrtt!r{aia tydue Cscr.,4e 0sai stthriedq<tt tr!kt yl pxr,u6e es^er,t;tlt il4 de¢ittdCelwldead�gtFdt xd Ptl lY ttpwil!R'ttl:dnd¢rfietd t!eAGt fnr{,iF :yanilrs.slaF*ea,i.FStF eadknFts shgd!�:;t!pFsi'sil�d 480083 6,Wks hvp(W4d'.mi.AOznes ut14a3t rt?edNrma!ttI gs:ditvia'i£tk'iiyraxfa4ttl Sa!ttt Merxcot([:311r»?:itti i.':NeF1 S&A atid.attnl:x Iota)pii PN le!MI hull adUn d14! Ira Na 4451 St.Lucie Blvd. 'AW.ide.ed ly t cano tsrzd trttueri Fjtly¢lirs inthtd.iG lens pesgt Ft:FntiF l9i EetFillas PesisFn,r.lossSysfee[gttwtl ut totGq.d rgiHgrttk;asctahraedn1r}t. � Fort Pierce,FL 34946 .(epyrigbiu2016A-IRonllmsses-AntbonyLJembe III,P.E.Repetdunionci this dcrumtnt.inony loan,isprohibitedW11hut the Written permimien from A-fRoolltusses-Antbtnyl.lumbe8l,P.E. Job Truss Truss Type Qty Ply 73468 A13 Roof Special 1 1 A0121166 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17£11:51:16 2018 Page 1 a3s ID:pZB3GguiPCN Ee_6VdEjXHVyg?bE-E6hixbB DCZCf4r1 bzg?WzpgL?jJvciPEmnPgnCycll9 -2-0-0 L4-0 7 1210-2-8 15-4-0 16-1 23-2-0 32_p-0 yy_2.0 ,y 2-0-00 8 7-0-8 22-5-12 5-1-8 1-6-0 6-4-0 9-0-0 2-0-0 5x6= 4x6= Dead Load Defl.=1/8 in 1.5x4 II 6TA 7 31 4x8= 4x6= 32 3x6 6.00 12 3 4 8 Y 6x6 29 9 C ttl 27 co � i o y I ;0 Tvii t 4 33 T 2 ' ! 1 20 34 38 13B139 40 19 10 f? o 4x6= 4x8= T�1 17 16 15 14 12 4x4= - X6= 5x8= 5x6 WB= 1.5x4 II ?IA 3x4= Q-B-�it s fi 72-8 7M 15-" 1 2s32-0 32-2-0 s-0 0-- 7-1-8 6s --a-0 9-0-0 0-4-12 0-5-12 Plate Offsets(X,Y)— [3:0-5-8,0-2-4) [16:0-0-0 0-1-8] [18:0-3-0 0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.34 12-26 >872 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.50 12-26 >599 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) 0.04 10 n/a n1a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:193 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2'Except' T5,T6:2x4 SP M 30 BOT CHORD BOT CHORD 2x4 SP M 30'Except' 2-20=-208/421,20-34=-208/421, Standard B1:2x4 SP No.2,B3:2x4 SP No.3 19-34=-208/421,19-35=-244/463, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 WEBS 2x4 SP No.3 18-35=-244/463,15-38=-290/961, ,Plate Increase=1.25 OTHERS 2x4 SP No.3 14-38=-290/961,13-14=-1260/1902, Uniform Loads(plf) BRACING- 13-39=-126011902,12-39=-1260/1902, Vert:1-3=-90,3-5=-90,5-6=90,6-7=-90,7-11=-90, TOP CHORD 12-40=-1260/1902,10-40=-1260/1902 18-21=-20,16-17=-20,16-24=-20 Structural wood sheathing directly applied or 4-0-2 oc WEBS puffins. 5-18=-1192/1085,5-15=45/354, BOT CHORD 7-14=-272/403,9-14=-1119/1136, Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 9-12=-15/509,3-19=-1471/1070, 10-0-0 oc bracing:16-18 3-18=-588/1001,15-18=-292/696 WEBS 1 Row at midpt 9-14 NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered ` cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation uide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasa=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=14ft; REACTIONS.All bearings 0-8-0 except(jt=length) Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) 2=1-0-0,20=0-3-8. and C-C Exterior(2)zone;cantilever left and right (lb)-Max Horz exposed;end vertical left exposed;C-C for members 2=-279(LC 13) and forces 8f MWFRS for reactions shown;Lumber Max Uplift DOL=1.60 plate grip DOL=1.60 All uplift 100 lb or less at joint(s) 3)Provide adequate drainage to prevent water except 2=-359(LC 28).10=-639(LC 13), ponding. 19=-768(LC 12),20=-752(LC 12) 4)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live All reactions 250 lb or less at joint(s) loads. except 2=328(LC 12),10=1525(LC 1), 5)`This truss has been designed for a live load of 19=1770(LC 1),20=805(LC 28) 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 359 lb uplift at TOP CHORD joint 2,639 lb uplift at joint 10,768 lb uplift at joint 19 3-27=-173/297,3-28=-296/425, and 752 lb uplift at joint 20. 4-28=-296/425,4-29=-303/440, 7)This truss has been designed for a moving 5-29=-303/440,5-30=1167/1202, concentrated load of 300.Olb live located at all mid 6-30=-1064/1214,6-31=-961/1217, panels and at all panel points along the Top Chord 7-31=-961/1217,7-32=-1070/1201, and Bottom Chord,nonconcurrent with any other live 8-32=1103/1186,8-9=-1242/1172, loads. 9=3 3=-2 1 0 711 7 75,10-33=2265/1756 BOT CHORD 2-20=-208/421,20-34=-208/421, LOAD CASE(S) Standard tineaj-P:ase!iwta�y fuitr Ise'!:ItiJf itDSSO[5 CT.Eit93t 79t!S t fCl07GMiCFifCYr•g>)!R jRQt6h1E0'c�'iirfra.Ri:ylE:�.grtaerys ul raluhs n Cds tfns C4:gt kEriep DDialer.tdlxy 1.fiat et.,i=;erE,:l3rft rout n:.r�::r E�rhE E s fata se ieo,Idy NlTetfueCsr Aides stdi It rstl lattfiGDnle rdii.i3elfEssCeraCape;er,is..Spai3 ulredtleud tt tty 6"JiEgKsessmxugfufex"!FEEfss�manyh±erig res�tuJyhr tifdfuyfd%t±uayla iratsi:pi�.leaRal_7ulr,m+xltlL ii;iesi;t tssos/as,inSry:f:leeE;!Nc:4y Anthony .Tombo IT:,P.E. ef[vfrdeDs TrtssltffayAgi;:±regEnz .'ed6eCm+,firs,rw'snl:F,:,eltprdu36i=1:tl'r+'.',hht;E[EkEIdE!ICCf!C:d:t;EsdYiilag(h'EC17!tS.Ttffffffltl:lfifl9ttl ttl fifllufdl!f I(ass;a {'vltlify.shere:'s.YE^_aalkniy sidllf Ff;esp>3Efiil}d y T 80083 ' Ar iw1:np[vsiyufm!ltfaaftr.Alladf3se!fdu3;tC u3 fie prccel ud gx�r'.aEfdf4tis'tsgtasguep Sd:hidef:er. (isSuf»?ixil.TiulSliAaf;d!rtuElh:lw:ds.iitxe.R41!?m.El3e r:g>aaSII:F:Es ed!•wltl:'x tsst Caucr:,'ftt3 ttups!y,EEEr niin3f ksesiEfrtf,wlflE 4451 St.Lucie Blvd. twwrisr dd"mfiHtlna:dt;rte/rpu iE.rsf6y si patieE Swd!r!.iNlfrssfusip EtrraEf is ehinE ltil(:lDtsipfetTrass Tysffa EriEcdny kuifiy,8l syiidi.;i h;n3 trcnEr6rel itlfCl- {'OEi?If'fee,FL 34946 Te i bf'C.1➢16 A-I Roof Trusses-Anthn T.Torah III,P.E.Rt aeunion of ibis document,in any form,is lobibittd w+ffiout lh written tfmission from A I teal Trusses T.Tombo Ill,P.T.p7r 9 Y P• t P P Y Job Truss Truss Type Oty Ply A0121167 73468 A14 Roof Special 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 11:51:17 2018 Page 1 j ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-iJF48xCrztKWh?cnXNWIW 1 MX17aAL7PO?R9OJfycll8 0-3-8 741-1z -2-0-0 52-8 7-4-0 2 16-1-0 23-2-0 2 $ 32-2-0 34-2-0 2 4-11-0 2-1-8 2 7-10-8 7-1-0 0-5-8 8-r8 0-3-8 0-4-12 7x6 11 Dead Load Defl.=3/16 in 6 4 5x10 MT20HS= 2 29 US 6.00 12 4x4= 1.5x4 11 5 7 6x6 3 4 8 ° 25 26 7 30 r` !!E en V 2 O 1 0 18 31 17 12 35 9 as o 10Iq 6x8= o 3x4= 15 14 13 - 11 4x4= 8x8= 4x8= 5x10 MT20HS= 1.5x4 II 5x10 MT20HSII " 8-2-8 7-0-0 7 1 16-1-0 23-2-0 32-2-0 6-7-8 7-10$ 7-1-0 9-0-0 0-5-12 Plate Offsets(X Y)— [2:0 0 12 Edge] [5:0 5-0 0-3-4] [14:0-3-8 Edge],[16:0-5-8 0-3-81 LOAD ING(psf) SPACING- 2-M CSI. DEFL- - in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.35 11-24 >845 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.51 11-24 >579 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:182 Ib FT=10% LUMBER- TOP CHORD 2x4 SP M 30'Except T1:2x4'SP No.2,T2:2x4 SP 240OF 2.0E BOT CHORD BOT I i HORD 2x4 SP No.2*Except 2-18=-233/530,18-31=-233/530, LOAD CASE(S) B3:2x4'SP No.3,B4:2x4 SP M 30 17-31=233/530,17-32=-3l/423, Standard WEBS 2x4 SP No.3 16-32=-30/424,14-34=0/295, 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BRACING- 13-34=0/295,12-13=-1188/1851, Plate Increase=1.25 TOP1CHORD 11-12=-1188/1851,11-35=1188/1851, Uniform Loads(plf) Structural wood sheathing directly applied or 4-0-8 od 9-35=1188/1851,14-16=0/252, Vert:1-3=-90,3-5=-90,5-6=-90,6-10=-90, purlins. 5-16=-204708 16-19=-20,14-15=-20,14-22=-20 BOT CHORD WEBS Rigid ceiling directly applied or 5-4-5 oc bracing. Except: 6-13=415/580,4-17=-262/187, 10-0-0 oc bracing:14-16 6-16=-927/639,8-13=-1088/1125, WEBS 3-17=426/445,5-17=-1441/1230, 1 Row at midpt 6-16,8-13 13-16=-222/837,8-11=0/475 QiTek recommends that Stabilizers and required -Toss bracing be installed during truss erection,in NOTES- i ss• 1 1 Unbalanced roof live loads have been considered o fccordance with Stabilizer Installation guide. ) for this design. CfACTIONS.All bearings 0-8-0 except(jt=length) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2�1-0 0,18=0-3-8. Vasd=132mph;TCDL=5.Opsf;BCDL=5.0psf;h=14ft; (Ib)-,Max Horz Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) 2=-288(LC 13) and C-C Exterior(2)zone;cantilever left and right Max Uplift exposed;end vertical left exposed;C-C for members All uplift 100 lb or less at joint(s) and forces&MWFRS for reactions shown;Lumber except 2=-265(LC 46),17=-847(LC 12), DOL=1.60 plate grip DOL=1.60 9=-616(LC 13),18=-489(LC 12) 3)Provide adequate drainage to prevent water ,Max Grav ponding. All reactions 250 lb or less at joint(s) 4)All plates are MT20 plates unless otherwise except 2=300(LC 44),17=1894(LC 1), indicated. 9=1505(LC 1),18=652(LC 46) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live FORCES. (lb) loads. Maxi Comp./Max.Ten.-All forces 250(Ib)or less except 6)"This truss has been designed for a live load of when shown. 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 TOPS CHORD - 3-2 -2 6--219/364,4-26=-219/364, bottom chord and any other members. 47= -2 -216/362,5-27=-216/361, 7)Provide mechanical connection(by others)of truss 5 28 -390/534,6-28=-330/552, to bearing plate capable of withstanding 265 lb uplift at 69=-1032/1114,7-29=-1048/1097, joint 2,847 lb uplift at joint 17,616 lb uplift at joint 9 7-8=i 1203/1083,8-30=-2050/1692, and 489 lb uplift at joint 18. 9-30=-2268/1.673 8)This truss has been designed for a moving BOT CHORD_ concentrated load of 300.Olb live located at all mid 2-18=-233/530,18-31=-233/530, panels and at all panel points along the Top Chord 17-31=-233/530,17-32=-31/423, and Bottom Chord,nonconcurrent with any other live 16-32=-30/424,14-34=0/295,13-34=0/295, loads. __, Ynrag Rm;eSvsnyxludtw sk'A;I00rIOSS51 SElirl';,ph91LT9AS L(0410—STLACOrpJ![ijtfLY711[0311t11'ke.ra6!lfivIrapas nlinl nhtultis'»ss[Msill Vail;i0k,r'I Oil Wuf 1.rich MAL leer'1 skal itWene.Wass 4'k isl nw..d.at Midy MrhY¢aahe{idrs dai le esed(srg:lC3tke rtSt Belasibs:mafaesr(a,5"64'4b.'ectsf,Ike red u all rrxeussma;n{logo!iEe{Mess s7)sser iesyavi'_hat th fisip d ree shIlt Tnss i;rin me Muir,.1.MI.TttlesipnmalK ka Jet=1. sse^4:'eh Anthony T.Tombo 111,P.E. trineA lb;TMI IN Y MM Ame a'.Y.54rdE4 0"?,6t UrttisnCtrsai gedor*tW±er h fit uareit11Al4dr Uaddt I..?"irl uleemffi1.T{et{Ptrd 011413ad er etlltstdda lass,'Wa;wo.", e;,x0rhaead Wady slrn"Ft a.}asSiL7 d '80083 ' GtRilli'lPropamiitdlG]Ir.AgedaldMatleTGv[n&f"mmstd�a rell�EetR>E'�tyrBv""dsdilfMrl&SeteT.3Or`�-�'11d1!Tili tar,temwitJr{rNFdrt�iattt.RI�IIS�AIS,7tleipilRiL}SWi.fitltl;YTItI1Cri_¢8,'rrirCtYplrHN.1T.,Airifec"".1lf 4451 St.Lucie Blvd. 'tray.f6 dI;'ft4.d'Ftd tree k.*4y.7."1hwiyti.ItLtsi 6rsip N--am is 101 fatle11a16ripa.e iris sydr76etrar d try IlMrfq LlaItIrWd kris is Old it141. � Fort Pierce,FL 34946 .Copyright c's2R16A-i Roof hisses-Aethoay1.Tomba111,P.E.Repodonima of This dotumni,in any form,is piabibited without the written permission from A I loci Niles-Antbonyt Tomba III,P.E. _ Job c Job Truss Truss Type Qty ply 73468 A19 Roof Special 1 1 A0121172 A-1 Roof T Job Reference(optional) russes,Fort Pierce,FL 34946,design Run:8.210 s May 18 20111 Print:8.210 s May 18 2018 MTek Industries,Inc. Mon Sep 1701:51:22 2018 Page 1 0-8-12 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-3G2zBeGznPzoomUlJw6wD44Qi8J4OMt79js9?sycll3 0-6-0 -2-0-0 6-2-8 13-2-8 16-7-0 22-10-6 29-2-0 2-0-0 0- 5-5-12 0-2-8 7-0-0 $ 4x6 II 6-3-6 6-3-10 - 0-2-12 Dead Load Defl.=3/16 in 4x6 r 5 4x8; 2 6.00 12 3 21 18 19 1.5x4 5x14 i 6 BF22 ,�J I1 v 13 24 9 25 26 27 28 o 7 q . 12 11 10 3x4 4x4 3x3 II 300= 4x4=3x6= Or8-12 6-2-8 13-2-8 20-1-14 29 2 0 0 8- 2 5-5-12 7-0-0 6-11-6 9-0-2 Plate Offsets(X,Y)-- [2:0-2-4 0-3-O] [4:0-3-0 0-2-81 LOADING(psf) SPACING- 2-" CSI, DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.39 8-16 >881 360 MT20 244/190 TCDL 15.6 Lumber DOL 1.25 BC 0.83'• Vert(CT) -0.58 8-16 >600 240 BCLL 0.0 Rep Stress Incr YES WB b.63 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS - Weight:158 Ib FT=10% LUMBER- TOP CHORD 2x4 SP M 30*Except` T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except' 12-23=-304/476,11-23=-304/476, LOAD CASE(S) B1:2x4 SP No.2 11-24=-1611/2442,10-24=1611/2442, Standard WEBS 2x4 SP No.3*Except* 9-10=-1053/1774,9-25=-1053/1774, WI:2x6 SP No.2 25-26=-1053/1774,26-27=-1053/1774, OTHERS 2x6 SP No.2 8-27=-1053/1774,,8-28=-1891/2535, BRACING- 7-28=1891/2535 -- TOP CHORD WEBS Structural wood sheathing directly applied or 3-2-12 oc 2-11=-734/1222,3-11=-107/335, purlins; except end verticals. 4-11=-983/765,4-1 0=-1 143/1143, BOT CHORD 5-1 0=-1 22111 44 8,5-8=-619/739, Rigid ceiling directly applied or 4-7-9 oc bracing, 6-8=-609/799,2-17=-2366/2008 WEBS " 1 Row at midpt 4-11,5-10 NOTES- MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered cross bracing be installed during truss erection,in for this design. accordance with Stabilizer Installation guide. 2)Wind:ASCE 7=10;Vult=170mph(3-second gust) Vasd=132mph;TC13L=5.0ps1;BCDL=5.Opsf;h=14ft; ' REACTIONS. (lb/size) Cat,11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) i 7 = 1578/Mechanical and C-C Extedor(2)zone;cantilever left and right 17 = 1786/0-8-0 (min.0-1-8) exposed;end vertical left exposed;C-C for members Max Horz and forces&MWFRS for reactions shown;-Lumber 17 224(LC 10) DOL=1.60 plate grip DOL=1.60 Max Uplift 3)Provide adequate drainage to prevent water 7 = -561(LC 13) ponding. 17 = -707(LC 12) 4)This truss has been designed fora 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 7 = 1578(LC 1) loads. i 17 = 1786(LC 1) 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit'between the Max.Comp./Max.Ten.-Ali forces 250(lb)or less except bottom chord and any other members,with BCDL•= when shown. IO.Opsf. i TOP CHORD 6)Refer to girder(s)for truss to truss connections. i 2-18=-1918/1499,3-18=-1812/1511, 7)Bearing at joint(s)17 considers parallel to,grain 3-19=-1629/1479,4-19=-1629/1479, value using ANSI/TPI 1 angle to grain formula. j 4-20=-2836/2483,5-20=-2715/2497, Building designer should verify capacity of bearing IIII 5-21=-2385/2117,6-21=-2531/2103, surface. 6 22==2713/2.300,7-22=-2895/2285, 8)'Provide.mechanical cohnectioh(by others)of truss 12-13=0/348,2-13=0/348 to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joints)except(jt Ib)7=561,17=707. 12-23=-304/476,11-23=-304/476, 9)This truss has been designed for a moving 11-24=-1611/2442,1O-24=-1611/2442, concentrated load of 300.O1b live located at all mid 9-10=-1653/1774,9-25=-1053/'1714, -panels and at all•pane!points along the Top Chord and..Bottom Chord.,nonconcurrent with any other live loads. germ}-Yrete t5Ptcelitjretkrtsf'Y tt3rl@ISfS;'saur Pfut niii:dk9T 3Yfr[g�3rLk UP8 A(YUa fO:Y:s7"ftn..ienl;klipt m'W109.snsa fps UPss Ges,p br tP(DP,3n16.ccaafTl;a3tICP,F 1�Pgn�SFtei}ttFst;iF.'�:t5s c:'Sp-.rst s3kia;§F l'.'D,nS, } �llt):iS]SLS7.tP.U1lF i�rYt Yf�bf )t"!t}27lffr.A39TtH5 t155t9riilRilf..SrfL,F..'r`")9;t118t5MHl£fr'�14fFIFSiS9;Rtr1pS;.F'�$r'{}fSsRCFt1}Yf16�tt5jw13�14tP1*..4PS5t3f It fl}'F{�;FIP3I�:PW.e�fT:�PfSr,9Ff9TrFt, rlSl�tli£#PAS F3r;�;E�a�S;FG :"dIY 9Fs�e<rxa.Tnssw�s,9ri5�tptcs dt:FY.a3,rtiPotFfr9mst,ttr tetti3e6Fa x: , fintiTonyT.Tombo III,P.E. 9P f2 .R;•h4t tFe4GeG I(cnturfutFt�IX911Pdi3PS14FRrir}I,T9f jjp;itFl yt`}9I:-`T ivC9Ff hFIEPlE<IlE T(425s MfmuS)§R33TSebtye :h�i9 R1IXpP SePllk of tt3P391ifd'iF a 80083 taF{1diPP MftpFfG 3T9dtYI;f.SI1P31l5 flIMb9.TG 6fY(tPrttC#;SP:ercSFSt5�1}t C2KSyriDjiffl St{t}}M,tSSY*A(jSjrtj?fiFl�f CFI Y.�SGA WSCNtE[SIIX6Ptt'FI Pae�l T?}Iji!gai�t Fsr5tFU1t 329'Sre+11i5 it r]tT.4iS Niy�..FiiS PlS3]Sky ttif 3fr T(iSf�9k{FI�N..�i3$ s4tt PPYrHtrkF[ph9:tCP1,yrPPF9SP {T 9SP:.I tiIP Pt,tl iFtTtPSe tkUp Efj,fPFt lS e;t-6t{eBd�OtslStef F: msS,slfarq*s:dmiFadi{.Ee F9r�hlitfrlsas at9s iefifFtiPlF}1. 4451 SC.Lucie Blyd. (epyngbiZ2016A-1 Real Nuns-Anduay 1,tombs llL P.E Repoda;ri9a c11bSs tlomment.in any form,ispoohi6ited wttAaunfiewtisteapstmisSiac lsem A-1 fnaf Tsasses-Anshnay T.Tambu ltl,P.F. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply A0121173 73468 A20 Roof Special 1 1 v. Job Reference o tional A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:23 2018 Page 1 I D:pZB3GguiPCNEe-6VdEjXHVyg?bE-XScLP—GcYj5fPw3xted911cZLXfDlnmGNNciXlyc112 0-8-12 0-6-0 -2-0-0 4-2-8 11-2-8 16-7-0 22-10-6 29-2-0 2-"0-3- 3-5-12 7-0 0 5 4-8 6-3-6 6-3-10 0-2-8 5x6= Dead Load Defl.=3/16 in 0-2-12 5 i 5x8= 2' 21 4x6 6.00 F12 3 1.5x4 6 A5x 18 19 22249SB?526 8 27 7 a o 12 11 10 3x4= 4x4= 2x4 I I 3x4= 4x10= 5x6 WB= i 3 S 2 4-2-8 11-2-8 13-0-4 20-1-13 29-2-0 0-8- 2 3 5-12 7-0-0 1-9 12 7-1-9 9-0-3 Plate Offsets(X,Y)— [2-0-2-4 0-3-01 [3:0-6-0 0-2-8] [4.0-3-0 0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.52 8-10 >669 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.74 8-10 >468 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:154 Ib FT=10% LUMBER- TOP CHORD 2x4 SP•M 30*Except* T3:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30*Except* 12-23=-193/381,11-23=-193/381, LOAD CASE(S) B1:2x4 SP No.2 11-24=-913/1469,10-24=-913/1469, Standard WEBS 2x4 SP No.3*Except* 9-1 0=-1 072/1775,9-25=-1072/1775, W1:2x6 SP No.2 25-26=-1072/1775,8-26=-1072/1775, OTH i RS 2x6 SP No.2*Except* 8-27=-1892/2537,7-27=-1892/2537 S131:2x4 SP No.3 WEBS BRACING- 2-11=-860/1292,3-11=-556/488, TOP CHORD 3-10=-1277/1659,4-10=-2055/1885, Structural wood sheathing directly applied, except end 5-1 0=-1 578/1885,5-8=-598/773, verticals. 6-8=-606/787,2-17=-2279/1896 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. NOTES- \yEBS 1)Unbalanced roof live loads have been considered 1 Row at midpt 3-10,5-10 for this design. f iTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) gross bracing be installed during truss erection,in Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; * ccordance with Stabilizer Installation guide. Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right REACTIONS. (lb/size) exposed;end vertical left exposed;C-C for members 7 = 1578/Mechanical and forces 8 MWFRS for reactions shown;Lumber 17 = 1786/0-8-0 (min.0-1-8) DOL=1.60 plate grip DOL=1.60 Max Horz 3)Provide adequate drainage to prevent water 17 ' = -224(LC 10) ponding. Max Uplift 4)This truss has been designed for a 10.0 psf bottom 7 -561(LC 13) chord live load nonconcurrent with any other live 17 = -707(LC 12) loads. Max Grav 5)*This truss has been designed for a live load of 7 = 1578(LC 1) 20.Opsf on the bottom chord in all areas where a 17 = 1786(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL= FORCES. (lb) 10.Opsf. Max:Comp./Max,Ten.-All forces 250(lb)or less except 6)Refer to girder(s)for truss to truss connections. when shown. 7)Bearing at joint(s)17 considers parallel to grain TOP CHORD value using ANSI/TPI 1 angle to grain formula. 2-18=-1696/1361,3-18=-1590/1370, Building designer should verify capacity of bearing 3-19=-2933/2422,4-19=-2933/2422, surface. 4-20=-3475/2947,5-20=-3366/2959, 8)Provide mechanical connection(by others)of truss 5-21-2396/2121,6-21=-2538/2107, to bearing plate capable of withstanding,100 lb uplift at 6-22=-2717/2301,7-22=-2899/2287, joint(s)except(jt=lb)7.=561,17=707. 12-13=53/326,2-13=-53/326 .9)This truss has been designed for a moving BOT CHORD concentrated load of 300.01b live located at all mid 12-23=-193/381,11-23=-193/381, panels.and at all panel points along the Top Chord 111-24=-91 311 4 69,10-24=-913/1469, and Bottom Chord,nonconcurrent with any.other live loads. tler�-P!wse hacejs/!nitafte'1;ICGr iiC1SES;'S1rTl^..�iftt 7FWi F:GaOTldMS r6'SrCM"UP.Tfjd[Ce78LED'n.><':3r iNQ rNiir dtSsjatYF3N5:BRi ltii 101t$Ft 1!i$rtnl CNip dL.ILI(DGImS Ai ryT.Ii9kIa,P.F.idNtN!Slett iebit ku.6k:et aAc><ise sx'eda nx iCO,ah ILTet!eaeGArrM:tthlktstdfa!i SG hl!tCii.isel!ns Beumaga!tr(ir.,Sler-�TSai'��f Re ud�aprDtt esemtmrteri¢�diEt rtteszkes aliale!aaresrsasuhfn'7updri±t;a lainnlrL"!tw>P3}d.,rvfulWl.iktesi¢nssr' s.4�{s(;t�tins:!?«*.:41. Anthony T.Tombo lli,P.E. eels;rt'IktirnsMaftA#qa"xnsfsmapdi=tCyx,fuDrkt!iMSerndr(!!lrtdalsxq�:{xea6taN!CdRe IILttt¢:atdel!td NiBoF!rlt st t1F1.7L a>fsnkl>C1Cttf ct belt ed44 Tms;uslnitoa,sfie;r.n9s'?iff clkn!gsWla!p:n;lai til3d _180083 t 'dlrN{ar[;y�!f@lliidfY•li(.SIYftS41M9°i!T:�LLL�i�tFRliFIrY1.k}50.L*FFG"[3CISti1}gSthflMlPli''Pl(Srir�- (TNCFtSSCACffNNltl}tY[Hf+d(n(JOtRTFrt}iA!iTllFsrW4r.!SCJt{+bt]II�tTfSi}:ti.r1!!�rRlt�iItVF.VnrAliiiifNRAi(:84. C!S 4451 St.Lucie Blvd. m!tn:.r MkutrytGthrl egi!d rleeam_kgkprrclut!nthte.it 611 lhs'puf"'i113T ftlnliq Nsikeen ass SJsh.fgiuv tleni lG;.18t"Okitil;nt m(si6'flETMt. Fort Pierce,FL 34946 Upgdgbi V I015 A-1 Roof Itasses-AatbaT L lomho[0,P.b.Repiedurtioa of ibis datum(ni;in any form,is psobibired without the xsitten pesmiuiau from A4 i0d Ifusses-Aorbany 1.Tocbo lIt,P.t. Job Truss Truss Type Qty Ply 73468 A21 ROOF SPECIAL GIRDER 1 2 A0121174 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design ffaltruss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17d 1:51:25 2018 Page 1 0038312 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-Trk5pg ls4KLNfDDK?3fdrjiuJ LMFDeeZrh5pbByc110 -2-MOI-Q 3-6-14 10-6-14 16-7-0 24-2-0 29-0-0 33100 38 10-0 40 10-0 2-"0 7 8 2-10-2 ' 7-0-0 6-0-2 7-7-0 4-10-0 4-10-0 5-0-0 2-0-01 0SM12 6x8 I I Dead Load Deft.=7/16 in 5 6.00 12 5x6= 5x8 i 2 25 It 8x10 1.5x4 11 5x10 MT20HSzz 5x14% 22 6 23 7 1 15 2 18143534 7 30 y o 1 s' 3 14 35� 36 37 2 9 4 41 6 9 3#2oa 10Iy 17 16 15 5x12= 11 4x8_ o 3x4 11 7x8= 4x4= 5x8— 8x10= 7x10 MT20HS WB= 0�8-123-6-14 ,5-8-10, 10-6 14 10,8-8 20-8-5 29-0-0 38-10-0 y 0-8-i22-10-2 '2-1-12 4-10-4 0- -10 9-11-13 8-3-11 9-10-0 Plate Offsets(X,Y)— [2:0-2-4,0-3-01,[3:0-3-0 0-2-01 [4:0-2-8 0-3-01 [9:OA-0 0-1-15] [11:0-2-8 0-5-121 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.52 11-13 >890 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.92 13 >504 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC20171FP12014 Matrix-MS Weight:500 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2*Except* 8)'This truss has been designed for a live load of T3,T5:2x4 SP M 30,T4:2x6 SP No.2 BOT CHORD 20.Opsf on the bottom chord in all areas where a BOT CHORD 2x6 SP No.2`Except' 17-32=-441/1166,16-32=-441/1166, rectangle 3-6-0 tall by 2-0-0 wide will fit between the B3:2x8 SP 240OF 1.8E 16-33=-2863/8003,15-33=-2863/8003, bottom chord and any other members,with between t= B2:2x6 SP 240OF 2.0E 15-34=-1830/5444,1 4-34=-1 83015444, bottomf. WEBS 2x4 SP No.3*Except` 14-35=-1830/5444,35-36=-1830/5444, g)Bearing at joint 21 considers parallel to grain s) W1:2x6 SP No.2,W6,W8:2x4 SP No.2 13-36=-1830/5444,13-37=-5895115543, value using ANint( 1 angle to grain formula. - OTHERS 2x6 SP No.2*Except` 12-37=-5895/15543,11-12=-5890/15537, Building designer should verify capacity bearing 01:2x4 SP No.3 11-38=-3346/8403,38-39=-3346/8403, surface. BRACING- 39-40=-3346/8403,40-41=-3346/8403, sur 10)face. TOP CHORD 9 41=-3346/8403,9 42=-3315/8346 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Structural wood sheathing directly applied, except end WEBS joint(s)except at--lb)9=1951,21=1540. verticals. 3-1 =-467/1286,4-16=-4712/1634, 11)This truss has been designed for a moving ROT CHORD 4-15=-2572/1216,5-15=-1549/3809, concentrated load of 300.Olb live located at all mid WEBS 6-11=-1889/14941494,7-11=-521/42 Rigid ceiling directly applied or 9 4-12 oc bracing. 5-13=-2339/ ,6-13=-8341/32, panels and at all panel points along the Top Chord 1 Row at midpt 4-16 8-11=-2862/7849,2-16=-1134/3081, and Bottom Chord,nonconcurrent with any other live ! 2-21=-5191/1968 loads. REACTIONS. (lb/size) 12)Hanger(s)or other connection device(s)shall b o, 9 = 477310-8-0 (min.0-2-0) NOTES- provided sufficient to support concentrated load(s)' 21 = 3994/0-8-0 (min.0-1-8) 1)2-ply truss to be connected together with 1 Od Ib down and 89 lb up at 3-6-14,146 lb down and 1 Max Horz (0.131"x3")nails as follows: Ib up at 29-9-4,and 146 lb down and 147 lb up at 21 = -253(LC 6) Top chords connected as follows:2x4-1 row at 0-7-0 31-9-4,and 336 lb down and 307 lb up at 33-10-0 on Max Uplift oc,2x6-2 rows staggered at 0-9-0 oc. top chord,and 325 lb down and 83 lb up at 3-6-14, 9 = -1951(LC 9) Bottom chords connected as follows:2x6-2 rows 995 lb down and 416 lb up at 3-11-4,2634 lb down 21 = -1540(LC 8) staggered at 0-9-0 oc,2x8-2 rows staggered at 0-4-0 and 1045 lb up at 29-2-12,55 Ib down at 29-9-4,and Max Grav oc. 55 lb down at 31-9-4,and 351 lb down at 33-9-4 on 9 = 4773(LC 1) Webs connected as follows:2x4-1 row at 0-9-0 oc. bottom chord. The design/selection of such 21 = 3994(LC 1) 2)All loads are considered equally applied to all plies, connection device(s)is the responsibility of others. except if noted as front(F)or back(B)face in the FORCES. (Ib) LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except been provided to distribute only loads noted as(F)or Standard when shown. (B),unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP CHORD 3)Unbalanced roof live loads have been considered plate Increase a(balanced): 2-22=-4127/1566,3-22=-4031/1577, for this design. Uniform Loads(p1. 25 3-23=-3747/1482,4-23=-3747/1482, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert: rn Loads 2-3=-90,3 4=-90,4-5=-90,5-6=-90, lo 4-24=-9178/3473,5-24=-9057/3487, Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Vert:10,8-10=-90,9-17=-20 5-25=-9758/3789,6-25=-9880/3772, Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); 6-8=Concentrated Loads(17 6-26=-15433/6132,7-26=-1 543 3/61 3 2, cantilever left and right exposed;end vertical left Vert:3ntrate 8=-176(F)16=-1007(B)11=-2634(F) 7-27=-15433/6132,27-28=-15433/6132, exposed;Lumber DOL=1.60 plate grip DOL=1.60 Vert:3(F)29=-86(F)38=-42(F)39=-42(F) 634(F(F) 28-29=-15433/6132,8-29=-15433/6132, 5)Provide adequate drainage to prevent water 8-30=-9367/3919,9-30=-9429/3909, ponding. 9-31=-9496/3817,17-18=-31/425, 6)All plates are MT20 plates unless otherwise 2-18=-31/425 indicated. BOT CHORD 7)This truss has been designed for a 10.0 psf bottom 17-32=-441/1166,16-32=-441/1166, chord live load nonconcurrent with any other live loads. Udd13IeIe fEe%:+urp:1fi1uds-1 6fg*ltl.dn!g'sbeilsslier 1l�:tl6aflsup'c-t n4e5Ir{5ri§e1teJddfnre:2nu:l?ad+lO1lnr{l}elit:l!eIe.le4Id!L1s ta'l»RSSn2e1I:rTeR1eDs7sD§wsC xfl1dF5!!6Ii6iHqIetCi K lPsil1h5r16t 1hddLli 11rDzR0r!Drt DeaWnlFsil n'lltpTss!.t 6MD.Ersee e:es�iFD!1S.leaTutehe sreigdnTstrnN2dr euf§Fsdid Clrl(ediDs!,nlPE�lSlLrislPF1ylia1.nD§dd5lul Se(ler[rG r71l§!dSdec1pNeDt vd0l!air!l(j:ui4p RC=!rt?hEa7Sa e!sn'ddi;§aluilStl(d?[C[,eMrIn hcr[g 4ATI`t»s'DneD vrt!,nlaSrtltYpE.»fTFdtn•Aledin!{•st1l 65Si5Serr6f asl g'r.•Qti esTt(y aeei,�•s!yd&9pIustl.!!le6tt u rdE l§{Td nt7t1ln§lena§rbnldiral1rd?J6dtfllt!AiarsIxB1p:Idr.l deinA rD§edClmu§ro�:lee?Fx.n!adao@ldal§sF1rx✓dfn:a5Ll§rti ImOIs5 lirn1:pnnrA i;s§'nsDb{sedrdss!eS:dted fiAIEn,aaS.'1RtDi9+D!§t!WIi.r!C[Jtn5'rnE Del TRru IA!e1f1d{u!tri§:rillT!.nDi t1sx6tldalt d TeDfirDq.tB d kt(yd.rePrter;atte TASrlf"rl.l Fl:.Fi!`ux{Me!crl!dp>na.n,Oodn.rdasItpt dlemeuf.;lAl irctfe !c a1:;{sa Itcn nd!1e!..ls0DmD.,ea.1ldn'ryp AnthonyT.Tomba Ill'P.E. .E. 80083 ue .aceTFF 4451 it.Luce Blvd. Fort Pierce,FL 34946 L(eopuyrigh1D2d16A-1Roef Trusses-Anthony 1.Tomhalll,P.E.Feprodudion of ibis Jommenj,in any form,is prohibited without the wtiVen permission from A-1 Roof Trusses-Apthany T.TomEo 111,P.I. I Job Truss Truss Type Qty Ply A0121175 73468 A22 Roof Special 1 1 h- 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,Inca Mon Sep 17 11:51:26 2018 Page 1 I D:pZB3Gg u iPCN Ee-6VdEjXHVyg?bE-xl I U 10J U reTEG NoVvYmBsNwE4J IhWy55j3LgM8dycl i? P. 038 -2-0-0 7 0 0 11-10-0 16 8 0 22- 0 28-0 6 34-10-0 2-0 0 6 8 8 4 10-0 4-10-0 5 7-0 fi 3-6 6 3-10 0-3-8 5x10 MT20HS= Dead Load Defl.=5/16 in 6 rI 4x6,�- 6x6= 2 24 6.00 F12 3 3x4= 1.5x4 w 7 21 22 20 25 �o 2 5 IIm c� 2 8 "I. 01 26 13 27 12 11 2810 29 30 9 31 3x4— 5x10 MT20HS= 5x10 MT20HS= 3x4= 3x6= 3x6= 5x8= 7 0 0 16-M 25-9-13 34-10-0 7 0 0 9-8-0 9-1-13 9-0-3 Plate Offsets(X Y)— j8.0-6-0 0-0-6] ]11:0-1-12 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.57 9-11 >735 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.93 11-13 >447 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 8 n/a n/a BCDLI 10.0 Code FBC2017TrP12014 Matrix-MS Weight:167 Ib FT=10% LUMBER- TOP HORD 2x4 SP M 30-Excepe T2:2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP M 30 2-26=-2116/3057,13-26=-2116/3057, LOAD CASE(S) WEB i 2x4 SP No.3'Except* 13-27=-3036/4203,12-27=-3036/4203, Standard W3:2x4 SP No2 11-12=-3036/4203,11-28=-1577/2442, BRACING- 10-28=-1577/2442,10-29=-1577/2442, TOP CHORD 29-30=1577/2442,9-30=-1577/2442, Structural wood sheathing directly applied. 9-31=-2387/3189,8-31=-2387/3189 BOT CHORD WEBS Rigid;ceiling directly applied or 4-1-3 oc bracing. 3-13=-652/1048,4-13=-1385/1141, WEBS 4-11=-410/629,5-11=-2820/2434, 1 Row at midpt 6-11 6-11=-2796/3529,6-9=-594/768, MiTek recommends that Stabilizers and required 7-9=-600/776 cross bracing be installed during truss erection,in iiccordance with Stabilizer Installation guide. NOTES- 1)Unbalanced roof live loads have been considered RE CTIONS. (lb/size) for this design. 8' = 1911/Mechanical 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 2095/0-8-0 (min.0-2-8) Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf,h=14ft; t� {x Horz Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) 4 2 = 208(LC 12) and C-C Exterior(2)zone;cantilever left and right Max Uplift exposed;end vertical left exposed;C-C for members 8 _ -637(LC 13) and forces 8 MWFRS for reactions shown;Lumber 2 = -846(LC 12) DOL=1.60 plate grip DOL=1.60 Max Grav 3)Provide adequate drainage to prevent water 8 = • 1911(LC 1) ponding. 2 = 2095(LC 1) 4)All plates are MT20 plates unless otherwise indicated. FORCES. (lb) 5)This truss has been designed for a 10.0 psf bottom Max.Comp./Max.Ten.-All forces 250(lb)or less except chord live load nonconcurrent with any other live when shown. loads. TOP(CHORD 6)'This truss has been designed for a live load of 2-20=-3557/2606,3-20=-3421/2620, 20.Opsf on the bottom chord in all areas where a 3-21 L-3100/2520,4-21=-3100/2520, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4-22:L 4695/3731,5-22=4695/3731, bottom chord and any other members,with BCDL= 5-23=-5475/4432,6-23=-5363/4446, 10.Opsf. 6-24=3135/2681,7-24=-3274/2666, 7)Refer to girder(s)for truss to truss connections. 7-25=3540/2858,8-25=-3632/2843 8)Provide mechanical connection(by others)of truss BOT'CHORD to bearing plate capable of withstanding 100 lb uplift at 2=26=2116/3057,13-26=-2116/3057, joint(§)except at=1b)8=637,2=846. 13-27=3036/4203,12-27=-3036/4203, 9)This truss has been designed fora moving 11-12=-3036/4203,11-28=-1577/2442, concentrated load of 300:Olb live located at all mid 10-28=-1577/2442,10-29=-1577/2442, panels and at all panel points along the Top Chord 29-30=-1577/2442,9-30=-1577/2442, and Bottom Chord,noncoflcurrent with any other live 9-31==2387/3189,8-31=-2387/3189 loads. 1 Ynw^yY;a;e lswes;fhrttlt�Re'A;rCCr TIUISES(S8 e�;wlul TELNi{.CtDR4tSrFTCM;'tU!fI�l ISC.f�MLFOb?1:TIr I>'41!tl{{{!f'yr3'91Nflf t4�r!1t Ptl!f 4t Rif TAtf�!fl1!(%tilij(irl(hail f!:,i�(rSitrl@Pr.IfCNMtl SA!!1{t(w!fff.�;fe!;itSPxlSf tR'r{4811tI O,i!.r i rLht�! rRessH!IleeselttttielH hk!�t isalms_esaEe{a!erlii SprtY�F al Re sedu�yr6ts}etnKmvet s¢ Rf Fs esux!taps nr3 tes}u i? Ift4fd tipd rf lzTtsss{:l {wS!7 Co Jn{w Ir1I.A{nipnvst sn,lclap Maas; q Anthony T.Tombo III,P.E. t er{ef!EfAf rratfMeq{w`b2sR'mpn•.:zatdfif Caen,5l pretisnllnud epduR!dsegpf4^+w,hhe aiedRt l{C Rr 6{a{ReHurNC{ur t�'ta!{trld,Teipmtl�Rll:JnlajfnBsadM1.t Grss,wt53z+{Ivp•sd+ee.xfkdhnlq sS!II'rt P!tes9>3fiti4'id '80083 tWwrhvpno{6!axur.lNennnls.laoelG"dR:pecraeeirr.{!andRs[::{stCcsraedSdrt{Idnroe(1:�1 f3e{i.inMSFlmlAunlH`:rL=edi^ I.IRI 4451 St.Lucie Blvd. Itl!!rsi;t{€ae{FeENti:lapn{cpait.rkjdpfiusimftt{.iltTnss D!bphietf:lf!3iR!In7fnrOrOEe!r.e:':tnsS!}1t4E�zfr:flmkStu}.L'l utilal+i!I l:;a;atn{t'ue!vllll. Fort Pierce,FL 34946 (epyrigbt ti 2016 A-1 Roof Trusses-Whey LJom6e III,P,L Reptodurtioo of ibis detme at;in any[arm,h ptabibited wil6aul1Ae wlirlen permission from Ad 1001Ilusser-Anttmay I.Tombo tiff P.L Job Truss Truss Type Qty, Ply 73468 A25 Hip Girder 1 A0121178 2 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 1711:51:30 2018 Pagel I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-gpX_tOM?vszgl?5HncFoXmPIN M I suuUl_zoaGOyclHx 0-3-8 -2-a-0„ 6-9-15 12aa 17-5 o zz-z-s ze 1-10 3a 10 0 2-0-0 6-6-7 5-9-8 4-9-9 4-9-9 5-11-1 6-8-6 0-3-8 6.00 12 10x14 MT20HS\ 1.5x4 II 7x10 MT20HSl/1 Dead Load Defl.=114 in - 5 24 6 25 7 :4: 23 "1424�� 4x4 3 7x14 MT20HS1i 22 4 r r 221 1 l l l26 M qI 1 Li IY 29 30 31 16 32 33 34 15 35 14 13 36 3738 1210 3x4= 3x6 11 6x6= 5x10 MT20HS= 7x6= 4x10 11 4x16 3x8= 7x10 MT20HS WB= 6x8 6-9-15 12-7-7 17-5-0 , 22-2-9 , 28-1-10 34-10-0 6- -1 5-9 8 4-9-9 4-9 9 5 11-1 6-8-6 Plate Offsets(X,Y)— [2:0-0-0,0-0-4],[2:0-6-7,Edge],[4:0-3-0,Edge],[5:0-2-4,Edge],[7:0-2-9,Edge],[9:0-9-2,0-0-0],[9:0-9-4,0-3-12],[10:0-6-4,0-2-0],[12:0-3-0,04-8], [15:0-3-0,04-01,rl6:04-4,0-1-81 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.36 10-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC . 0.90 Vert(CT) -0.59 10-12 >701 240 MT20HS 187/143 BCLL 0.0 ' Rep.Stress Incr NO WB 0.98 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:474 lb FT=10% LUMBER- TOP CHORD 2x4 SP 240OF 2.0E`Except` 7)This truss has been designed for a 10.0 psf bottom T3:2x4 SP M 30,T4:2x6 SP 240OF 2.0E BOT CHORD chord live load nonconcurrent with any other live BOT CHORD 2x6 SP 240OF 2.OE*Except` 2-29=-6700/14887,2-30=-6728/14933, loads. 63:2x8 SP 240OF 1.8E 30-31=-6728/14933,16-31=-6728/14933, 8)`This truss has been designed for a live load of WEBS 2x4 SP No.3*Except* 16-32=-6728/14933,32-33=-6728/14933, 20.Opsf on the bottom chord in all areas where a W3:2x4 SP No.2 33-34=-6728/14933,15-34=-6728/14933, rectangle 3-6-0 tall by 2-M wide will fit between the OTHERS 2x4 SP No-3 15-35=-5311/11936,14-35=-5311/11936, bottom chord and any other members. WEDGE 14-36=-5311/11936,13-36=5311/11936, 9)Provide mechanical connection(by others)of truss Left:2x6 SP No.2, 13-37=-5499/12925,37-38=-5499/12925,; to bearing plate capable of withstanding 100 lb uplift at Right:2x4 SP No.3 38-39=-5499/12925,12-39=-5499/12925,BRACING- 12-40=-7530/18659,40-41=-7530/18659, j oinoints)except(jt=1b)9=4287,2=3625- 10)This truss has be TOP CHORD 11-41=-7530/18659,10-11=-7572/18766, designed for a moving concentrated load of been en de desi live located at all mid Structural wood sheathing directly applied or 3-1-2 oc 10-42=7530/18659,42-43=-7530/18659, panels and at all panel points along the Top Chord p OT C 945=-43-44=-7530/18659,9 44=-7530/18659, and Bottom Chord,nonconcurrent with any other live BOT CHORD 9-45=-6462/16212 loads - Rigid ceiling directly applied or 7-11-9 oc bracing- WEBS j WEBS 3-16=-1115/2656,3-15=-3550/1757, 11)Hanger(s)or other connection device(s)shall L•�,, 1 Row at midpt 8-12 5-15=-1869/3922,5-13=-1035/2167, provided sufficient to support concentrated load(s) 6-13=-439/328;7-13=-529/532, 1202 lb down and 599 lb up at 5-0-12,737 lb dow, REACTIONS. (lb/size) 7-12=-2470/5840,5-12=-6641/2487, and 337 lb up at 7-0-12,737 lb down and 329 lb u at 9 = 11121/0-8-0 (min.0-4-10) 8-10=-1677/5119 9-0-12,737 lb down and 354 lb up at 11-0-12,737 lb 2 = 8089/0-8-0 (min.0-3-6) down and 426 lb up at 13-0-12,737 lb down and 440 Max Horz NOTES- lb up at 15-0-12,737 lb down and 440 lb up at 2 = 212(LC 8) 1)2-ply truss to be connected together with 1 Old 17-0-12,749 lb down and 448 lb up at 19-0-12,749 lb Max Uplift (0.131"x31")nails as follows: down and 448 lb up at 21-0-12,749 lb down and 386 9 = 4287(LC 9) Top chords connected as follows:2x4-1-row at 0-7-0 lb up at 23-0-12,1895 lb down and 814 lb up at 2 = -3625(LC 8) oc,2x6-2 rows staggered at 0-7-0 oc. 25-2-0,1264 lb down and 570 lb up at 26-11 4,1495 Max Grav Bottom chords connected as follows:2x6-2 rows lb down and 377 lb up at 28-11-4,and 1510 lb down 9 = 11121(LC 1) staggered at 0-6-0 oc,2x8-2 rows staggered at 0-7-0 and 381 lb up at 30-11 4,and 1527 lb down and 362 2 = 8089(LC 1) oc. lb up at 32-11-4 on bottom chord. The Webs connected as follows:2x4-1 row at 0-9-0 oc. design/selection of such connection device(s)is the FORCES. (lb) 2)All loads are considered equally applied to all plies, responsibility of others. Max.Comp./Max.Ten.-All forces 250(lb)or less except except if noted as front(F)or back(B)face in the when shown- LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S) TOP CHORD been provided to distribute only loads noted as(F)or Standard 2-21=-16667/7297,2-22=-16766f7471, (B),unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-22=-16670f7486,3-4=-13385/6017, 3)Unbalanced roof live loads have been considered Uniform Load 25 1. 4-23=-13268/6022,5-23=-13266/6035, for this design. s Plate Increase= 1. 5-24=-13141/5970,6-24=-13141/5970, 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert: Loads 5-7=-90,7-9=-90;2-9=-20 6-25=-13141/5970,7-25=-13141/5970, Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Concentrated Loads(lb) 7-26=-14396/6381,8-26=-14494/6367, Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Vert:Concentrated Loads ds(lb)7(F)11=-1264(F) 8-27=-20767/8546,9-27=-20861/8530, cantilever left and right exposed;end vertical left Vert:1 02(F)32=-737(F) (F)l l=(F)35=-737(F) 9-28=1881W7448 exposed;Lumber DOL=1.60 plate grip DOL=1.60 31=-36=-737(F)37=-749(F))34- 737 40=-749(F) BOT CHORD 5)Provide adequate drainage to prevent water 41=-1895(F)42=-1389(F)=-749(05(F)-749(F44=-1422(F) 2-29=-6700/14887,2-30=-6728/14933, ponding- 6)All plates are MT20 plates unless otherwise SE!dry.rllesen,ll!)eJ rPfiR13e'A.S IOOr OJSS6rir(lF1'T[31:1251rlNf 8(9kTD0lf(OSTONrrIn'rl a(rreaLOsuTxt•IIIL Ie,-tlJ dedpptllnden 91dfNN DdlSpItIS T,653 D!s'ysD,WIlIII(4/l4lf�Ad4erl.T(iI]Ili LL IdHla!l!!lltt'a2 Ele.Odess FIStf/ISI ddCl IGtslTOD,rz'p ' ' fllTe'torelmtp!E'esslill!arcedfir!&iDDlaherdd.40m,Dull, putt(ll,t;eadybiltu,ts!sul—YIDDnpeseehmsm:se also pfisopdpelxNe!!s/llsisilnr4;neelsIW11ls-e.eTnul linnipremoodr,Wulfls.;sealvp,nslvp�m.Ilet:lpul�mrl.slacl,Iry� AnthonyT.Tombo II1,P.E. tAu'dllll Ti uSmy lnlller is lie flSINtOilDrdttl Olem,ISf O"]lffe:�A'ATfAFy d1'!le WilirOuiloo!'.N.AtddIYIY,3?MooliNL 661kiergIItWK].ThRpruol d Do IDD W al,TIMso dfioTPs0.d,rlg1A>6_+s%!!S!,lIWdWWLrplx;,hliS?,:?!lrni:I�of 280083 rhh.'Y21u:WVoloowlC:.uIp�SSF16dkMNDeIeINrt�RnlOijNedil!fdi!lIIIIGtp(Kr.flllShclTlliTEi111;GSIjrISDfIMS]IAiiISIG11lIdyi�FLl[I',tlMl�Ipll.lYlelSpi2![l�pt^SiI:ITiS6S !lSdx'-IIISIDIAj(N.I!!SS)!1(ip]I'LRC9ITR;iN3M/A!l,.Rt1! 4451 St.Lucie Blvd. !!(Wise beef 1pn{altmEpetS epvnvdtiry lJ dt rests indrc1.15eTpss e;tarllneerls MCTsk Ialsl Ctslp7,elRssSTs:a iarnxrEmplltl5ry.All ln:wa!dtrm aepddaeiiRil. (opyrighl6)R016A-1liodhusses-AnlbonyT.Tom6o111,P,E-Repoedo Tina oflhisdotument,ino®fformlisproSihBedwilbeut The vtiltenpermissionhomA-IRoofTresses-AnthonrLTomho111,P.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply 73468 AGO1 Jack-Closed Girder 1 1 AO121179 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210.s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:31 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-1?5N4jNdgA5XN8gTLJm 14zxvPmUGdY9SDdY7oryclHw 0-8-0 0-6-0 --2-0-0 -3- 12 3-6-14 2 0 3 12 2-10-2 0-2-8 3 4 0-2-0 1.5x4 s.00 12 _ 10 ` 5x14 2 { ! 1 1 & s w1 8 11 1 A, 6. 0 9 � B1 7 6 3x10 11 4x6= S 3-6-14 3-6-14 Plate Offsets(X Y)- [2:0-2-4 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP. TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.02 6-7 >999 240 BCLL, 0.0 ' Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:29 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 2)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x6 SP 2400F 2.0E chord live load nonconcurrent with any other live WEBS 2x4 SP No.3*Except* loads. 2x6 SP No.2 2x6 No.2 OTHERS 2x6 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-6-14 oc 4)Refer to girder(s)for truss to truss connections. purlins, except end verticals. 5)Bearing at joint(s)9 considers parallel to grain value BOT CHORD using ANSIfTPI 1 angle to grain formula. Building Rigid ceiling directly applied or 10-0-0 oc bracing. designer should verify capacity of bearing surface. MiTek recommends that Stabilizers and required 6)Provide mechanical connection-(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 100 lb uplift at accordance with Stabiiizer.lnstallation guide. joint(s)except(jt=1b)6=396,9=497. ;i. 1 7)This truss has been designed for a moving FACTIONS. (lb/size) concentrated load of 300.01b live located at all mid E;V = 1015/Mechanical panels and at all panel points along the Top Chord = 1410/0-8-0 (min.0-1-8) and Bottom Chord,nonconcurrent with any other live I(CAc x Horz loads. 166(LC 5) 8)Hanger(s)or other connection device(s).shall be Max Uplift provided sufficient to support concentrated load(s) 6 = -396(LC 8) 1893 lb down and 655 lb up at 1-9-4 on bottom chord. 9 = -497(LC 8) The design/selection of such connection device(s)is Max Grav the responsibility of others. 6 = 1015(LC 1) 9)In the LOAD CASE(S)section,loads applied to the 9 = 1410(LC 1) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 1)Dead+Roof Live(balanced):Lumber Increase=1.25 3-6=-348/88,7-8=-411/1260, Plate Increase=1.25 2-8=-411/1260 Uniform Loads(plo BOT CHORD Vert:1-2=-90,2-3=-90,3-4=-30,5-7=-20 7-11=-1 19/270,11-12=-119/270, Concentrated Loads(lb) 6-12=-119/270 Vert:11=-1893(B) WEBS 2-6=-350/154,2-9=-1763/590 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=14ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60, a'Ndq-tLNe tSNtyHrrnitNik'Al eDDT ff'SS3ri@Fl j�Wf12[IEWS 6[itY61TIDSS f9S19M4 El'P]'iA[Ii.N(&dC3NEgP[N&.rGAr dld3lrfltndtR 9)I fMaEd?I Ot i11i1!E31 Dt1�.ID1'a.1�IrL�tf�DR IdIFIJT,rf5D141,r.Lrdtltffie tF±41 hl!H4-Ddtfl FMw�lit ddt[¢[IYt1DD,f1!f NJTE!IOttt!II(r�EtSSE�I:!eItIfNMXT)D I83t tdll.AleT¢SII DtlIt1 E1�If2N{L!.StFldiT rtdk!f;,n?Ld¢I IIrrDD(ltltStllf f66l.�'N�diet i¢3I?SIIBId tGEiiF!htO nlr¢tItIIIQ(`0:111I±1!EtkhEfEj,trrt/td''1!d Ifi11CTDD MIr.ItdN1!{I.ilY l',lirllSltar11tt1.11[{tj<i/Dlllt:r Stlldn!T Anthony T.Tombo 111,P.E. CIt 9StdRii TSfls!tlrrpultl is lk resruliF,mdPs�vnr,llt0rui1¢w a±¢!¢y..Selteldifitg Daitre!,a7z ruhtldit!IG, IYultle 6m k;i:Egled¢vlr¢41.iYt±Tpnit':dlle lDO t¢lentidl tledH!Tnsl.ind¢6ukzd q.s!t;et¢,ufilldin wttnixds4ili4!rLa!tIr32P)Ifid a 80083 Ai 4451St.Lucie Blvd. All±ep a,:rsiteat Nees idsdioltf 1. Fort Pierce,FL 34946 (ophiRMC[12DIbA-IReoMusses-AnihanyLTomboI11,P.E.Reprodudionofibis.ocumeni,inanytorm,isprobilibedwithcunfiewrineapermissionhomA-1Reoffresses-AnthonyLTombo111,P.E. Job Truss Truss Type Qty Ply 73468 AGO2 Jack-Closed Girder 1 1 AO121180 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.210 s May 182018 Print:8.210 s May 182018 MiTek Industries,Inc. Mon Sep 1741:51:32 2018 Pagel ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-mBFlH3NFRUDN_IFgvl HGdBU7ZAIjM1 DbSHHhKHyclHv q-3,8 5-9-4 3- 5-5-12 1.5x4 II 2 3 Dead Load Defl.=1/16 in 6.00 12 - Y 9 JB 1 1 8 B1 s s 11 12 13 5 k 10 2x4 11 4 5x6= s. 5-9-4 5-9-4 Plate Offsets(X,Y)- f1:0-2-8,0-0-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 5-7 >606 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.20 5-7 >334 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MP Weight:27 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP 2400E 2.0E WEBS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)except(jt=lb)1=324,5=437. TOP CHORD 6)This truss has been designed for a moving Structural wood sheathing directly applied or 5-9-4 oc concentrated load of 300.01b live located at all mid purlins, except end verticals. panels and at all panel points along the Top Chord BOT CHORD and Bottom Chord,nonconcurrent with any other live Rigid ceiling directly applied or 10-0-0 oc bracing. loads. 7)Hanger(s)or other connection device(s)shall be MiTek recommends that Stabilizers and required provided sufficient to support concentrated load(s)749 cross bracing be installed during truss erection,in lb down and 246 lb up at 1-8-12,and 749 lb down and accordance with Stabilizer Installation uide. 264 lb up at 3-8-12 on bottom chord. The design/selection of such connection device(s)is the REACTIONS. (lb/size) responsibility of others. 1 = 1056/0-8-0 (min.0-1-8) 8)In the LOAD CASE(S)section,loads applied to the 5 = 1059/Mechanical face of the truss are noted as front(F)or back(B). Max Horz 1 = 193(LC 8) Max Uplift LOAD CASE(S) 1 = -324(LC 8) Standard 5 = -437(LC 8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Grav Plate Increase=1.25 1 = 1071(LC 22) Uniform Loads(plf) 5 = 1076(LC 21) Vert:1-2=-90,2-3=-30,1-4=-20 Concentrated Loads(lb) FORCES. (lb) Vert:11=-749(B)13=-749(B) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-322/113,2-5=-408/175 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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-M wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. S!detifesse tim!sNrre!i!,ts:'dI iDPF IiiKitS+irtlpr'd fdA3d[fElY58fP4;d118�f7S70M{�Y9'i!:[!IGd'iCAtENr fors.Psift 7esi�rueaders e�reA o9es utSill:s;)esalre+ut{R£11M lfe ddlH(t.):ZStPI,tEIIIYGN.e 1tiI F1!e@Sf-IId!ssdle.ise ud:i eetleIDD,va/ Mdau",pre,Ar;U,idt:r fra TOO t!xn!Ii.410-DUO hglxuilt.Sseridty 6uue.;,9?s!dnorlDD aprestdse:uar-.0Ih pr,mv,U]"pudq resf-1116iIOU 1f 1.1 N l4tR Trrss9q.14 uthMD adr,udu TnI.Re imp U.pw.W.q.,im",ta!feedry AnthonyT.Tom6o lI--7 C,�e1td'Si;T3!1`er1 rn!koF if l3tft300V1iD!rd�: i ,P.E. Ir p 1n?l,!Ft PNLf1ER''Cd Fy derli:rdlfilFP:SIfR?:�r•A{@112ddIL'IC,'3?:i.3lttlt!led EAlt3 felE[L1IPiI.li:fr,'Sele!LI ISe PD vl ve.fleli osedtia in;t atlr6nlyda^p.s2rere,iash'Idi:e nitms3s5dlimLresr.5 3i::hd s''80083 4451St.LucieBlvd. t AhrxRfPes:§ !raftz:!esd!!raf;tetra:slkTWe�!ugmias�fg!illusottl:r.lkq(c¢ryz�Sdery!e:amran;tfSffetlskBafRlotSt(Aar!;eL•zcatf<nr,;an_tF<f!e;u;#uesks:::nest:srx?sdsi?nrs!ossigeY,t,cs:�e�Ps1n!YnfrR;lP�,dr: er,r!us o#aria ddiretdte ed•N aged ese!nrrPi:r d7 dlf!dxinhei roeir:is Cesla'>jeuris eGl Mx Ca:taf Des:;aer,utuss Sfxxs rngosrdwrarP9ay.ulrW,.a.i,aos!reas tdid lsiPfl. CopyrightCQ2D16A-IRaafhusses-Anihonyl.TombsIII,P.1.Reprodudianoflhis:ommeni,inanyform,ispmhibiredOhmthewrittenpermissionfrmA-1Reef fusses-AmhonyLTomboIII,P.L FortPierte,FL 34946 Job Truss Truss Type Qty Ply 73468 AG03 Common Girder 1 1 A0121181 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 11:51:32 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-mBflH3NFRUDN_IFgv1 HGdBU98XQM1 DbSHHhKHyclHv Q-3$ 5-0-0 ()3 441-8 2 Dead Load Defl.=1/16 in 1.5x4 I 6.00 12 7 1 lW1 t I 6 1 B1 L d 9 10 6• 6 3 8 2x4 II I 3x8 i 5-0-0 5-0-0 Plate Offsets(X,Y)— [1:0-2-10,0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.09 3-5 >630 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.16 3-5 >361 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL j 10.0 Code FBC2017/TP12014 Matrix-MP Weight:23 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOT CHORD 2x6 SP 2400F 2.0E to bearing plate capable of withstanding 100 lb uplift at WEBS 2x4 SP No.3 joint(s)except Qt=lb)1=344,3=1026. BRACING- 6)This truss has been designed for a moving TOP CHORD concentrated load of 300.Olb live located at all mid Structural wood sheathing directly applied or 5-0-0 oc panels and at all panel points along the Top Chord purlins, except end verticals. and Bottom Chord,nonconcurrent with any other live BOT CHORD loads. Rigid ceiling directly applied or 6-1-2 oc bracing. 7)Hanger(s)or other connection device(s)shall be MiTek.recommends that Stabilizers and required provided sufficient to support concentrated load(s) cross bracing be installed during truss erection,in 1558 lb down and 581 lb up at 2-6-12,and 1565 lb accordance with Stabilizer Installation guide. down and 574 lb up at 4-10-4 on bottom chord. The design/selection of such connection device(s)is the REACTIONS. (lb/size) responsibility of others. 1; = 1002/0-8-0 (min.0-1-8) 8)In the LOAD CASE(S)section,loads applied to the 3,4ti = 2654/Mechanical face of the truss are noted as front(F)or back(B). Marc Horz = 164(LC 32) / x Uplift LOAD CASE(S) -344(LC 8) Standard 3 = -1026(LC 8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Grav ,Plate Increase=1.25 1 = 1002(LC 1) Uniform Loads(plf) 3 = 2654(LC 1) Vert:1-2=-90,1-3=-20 Concentrated Loads(lb) FORCES. (lb) Vert:3=-1565(B)9=-1558(B) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-270/97,2-3=-389/146 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=S.Opsf,BCDL=S.Opsf;h=14ft; Cat.II;Exp D;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. i 8nasp•Psast 9ns not.tse'i;ICU 11USS15 IS 1t„"ENWt Ms t(CtlUlflOhs MTOArI!IIIjKOOKINI411'tea YndYli3:Przezdtti adittd enet[tt4it'ms6e:i;e krrk;;;OP)tal4t ds:".ari.G7M IU.t.E.ICamtSitet hint esc.�:e!ts!ktsik tTeFreiltTOD,etff Slidtsmttka;Mes sEe7 re rtedhr5t[6hktsvi.ises:tethe®rgaer(s.,ipetEcsni He sed et aplL'JnMtt�swrnl�`%t*t issztnpatngns;sasssi:trhsMEtuptdra ut;lt?seas iyLhdts3e17edr,ntxit;l,reeissi;s es•.sa;`:as,'.ta.,.;'^ :Hees,!c!�:ah Anthony T.Tombo III,P.E. cse!:ti�4s rsrtsMarr3gfansµmsi'>,' dEs CYcs,WOxw..'s et6xlsAe;etl u;a rz 'k;. :,hGr¢,str,edt llL@t�t�e Mul»ilf�pudt mfV4l.Tit gPtoi�zli8at a;tuilr:eds4t inns,�5a;5s9rrp,s>rtpr,"xsee¢ikt�sielii>a:re,pisnikfd 180083 ' ee reiifn;Otsiper satrimaas.SO ana selMaPC clbt;avn arpXtsxetQtre'ssl<sitm Sakt(Iefersrza{Z`STp»`-sits l?iFl ai slrraen!ereml:'u;uedpiitxe.R416la±ifiese;r vSit-yes a3 htitsdoesens Eti:ns,'msEcip 6geeu at"ms;latltCmer,mlrs 4451 St.Lucie Blvd. tliayst dd"etdlrrCaaxl sh ed gcais ni'ieg6p s`;cUri IN,last CrsirsU3m is 101 sir rosin;orsipmo!ites snit,fgitetln;hiiCiy.litapihi4tlL•su;ct is ft6af ielf4l. FOrt.Plerfe,FL 34946 to s ht02016A-1RoofTrusses-AmburLPombelB,P.E.Re iodunionofthisdosuss nt,inao form,is tobibiledwithout[hew0ea estnissioe6amAdRoolltusses-Anthaa 1.Tombo01,P.E. PYi 9 P Y F F 2 Job Truss Truss Type Qty Ply 73468 B02 Hip Girder 1 1 A0121182 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 17c11:51:33 2018 Pagel ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-EOD7VPOtCnLEcSgsTkpV901 KIZ3S5Pykgxl EsjyclHu -2-0-0 Or3,8 5-0-0 9-6-0 14-0-0 19-0-0 l 21-0-0 1 r 2-0-0 0-3-8 4-8-8 4-6-0 4-6-0 5-0-0 2-01 Dead Load Defi.=118 in 4x4= 3x4 x4= , 4 Y_ ;612 16 21 cn 2 N 22 6C? Li 24 10 25 26 27 28 9 8 29 eo- e 7 0 23 4x6= 30 4x4= 6x6= 6x6= 4x4= 5-0-0 14-0-0 19-0-0 5-0-0 9-0-0 5-0-0 Plate Offsets(X,Y)-- 12:0-2-8,Edge),i6:0-2-8,Edgej,i8:0-3-0,0-4-01,(10:0-3-0,0-4-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.23 8-10 >989 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.33 8-10 >700 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:101 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 3-10=-130/819,4-10=-711/558, LOAD CASE(S) BRACING- 4-8=-710/558,5-8=-130/819 Standard TOP CHORD 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Structural wood sheathing directly applied or 2-10-9 oc NOTES- ,Plate Increase=1.25 purlins. 1)Unbalanced roof live loads have been considered Uniform Loads(plf) BOT CHORD for this design. Vert:1-3=-90,3-5=-90,5-7=-90,2-6=-20 Rigid ceiling directly applied or 6-2-0 oc bracing. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Concentrated Loads(lb) MiTek recommends that Stabilizers and required Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=14ft; Vert:3=176(13)5=-176(B)9=19(B)10=-89(B) cross bracing be installed during truss erection,in Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); 8=-89(B)17=-65(B)18=-65(B)19=-65(B)20=-65(B) accordance with Stabilizer Installation guide. cantilever left and right exposed;end vertical left 25=-19(B)26=-19(B)28=-19(B) exposed;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water 2 = 1653/0-8-0 (min.0-1-15) ponding. 6 = 1653/0-8-0 (min.0-1-15) 4)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = -94(LC 47) loads. Max Uplift 5)'This truss has been designed for a live load of Sa 2 = -747(LC 8) 20.Opsf on the bottom chord in all areas where a 6 = -747(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Grav bottom chord and any other members. 2 = 1653(LC 1) 6)Provide mechanical connection(by others)of truss 6 = 1653(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=747,6=747. FORCES. (lb) 7)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 300.Olb live located at all mid when shown. panels and at all panel points along the Top Chord TOP CHORD and Bottom Chord,nonconcurrent with any other live 2-15=-2823/1107,2-16=-2864/1193, loads. 3-16=-2842/1203,3-17=-2582/1133, 8)Hanger(s)or other connection device(s)shall be 17-18=-2582/1133,4-18=-2582/1133, provided sufficient to support concentrated load(s)336 4-19=-2582/1132,19-20=-2582/1132, lb down and 307 lb up at 5-0-0,90 lb down and 129 lb 5-20=-2582/1132,5-21=-2842/1202, up at 7-0-12,90 lb down and 129 lb up at 9-0-12,90 6-21=-2864/1192,6-22=-2823/1108 lb down and 129 lb up at 9-114,and 90 lb down and BOT CHORD 129 lb up at 11-11-4,and 336 lb down and 307 lb up 2-23=-1002/2528,2-24=-1011/2538, at 14-0-0 on top chord,and 351 lb down at 5-0-0,89 10-24=-101 1/2538,10-25=-1426/3050, lb down at 7-0-12,89 lb down at 9-0-12,89 lb down 25-26=-1426/3050,26-27=-1426/3050, at 9-11-4,and 89 lb down at 11-114,and 351 lb 27-28=-1426/3050,9-28=-1426/3050, down at 13-114 on bottom chord. The 8-9=-1426/3050,8-29=-961/2538, design/selection of such connection device(s)is the 6-29=-961/2538,6-30=-951/2528 responsibility of others. WEBS 9)In the LOAD CASE(S)section,loads applied to the 3-10=-130/819,4-10=-711/558, face of the truss are noted as front(F)or back(B). 4-8=-710/558,5-8=-130/819 Geeiry fleece6msfyrrtlir.ISe'A1 im:ru sia(r(PI 6(R9inm d(Dr:Jil[YS(74tukj 7]'j:(CI(AIGiaEIIi I!,S IK6J Sttij1ruea!IR3 C,drM.d111ttutaiT!i5f 3t:W3-111V16';;0ft,leiirfl.Isu113;,r.r.IfIN:A!%.!ill."Ill.DdISS ph(�if!tld!(1611eTDD,ta!( MJTeia!eemrpahs A%hud1whTDle k,.W.As ohm Misr hCrerrlle.Spriraf 6pux`;.ln serin eq TOD repesasra-p-Oftyrrfssinalew'.errlre regnsilllrtr Sr it,Its SO0,xa,T,—:p:edwit TDD odt eduT•YI. Y Rx tes!pa assmpMm.bdrtpurEltlrn,s!aelilHp pnYh00 T.Tombo lli P.E. cleteel+4isL nor rtp reling is lae resputi!ihde]atr.!EsDruisrlai±d,vicoe WlFq Uesirnr,nCx;emend6rlwarS'artle brdE!(p nre nd lY.l.lrq�.rrtdlie IDD e>tn!M1eli rsedlia Tnss.udrtrst- �p,st:gr.lefi9diu ud prC isS�hre respsc5?:ryd 80083 ' Rer+Ye3Des:5 ¢i[estra.A!!rhtsselwlitleTCDNti!ir a;®rpr9ussrffa!p1Gry(o¢iauSs'egliamein;l(SIpeNisldbRIMSFUnarol:rzxrl5+pse!nen:dmeTYlk4nsf;aspmd:All aWnV!L-bis Doper.Tali 9!zp]ginmsT.!,Nd)AI:R::r;ttlSS 4451 St.Lucie Blvd. '*exile Irrud ipau�sa egrd epr it r,i4q If dtjm:!s Inlees.TaeTrzss Csslasrryv:er Is iEi t4 Eas:1�s:aaer,m i:us Sp'•a Esruttt e:'wf!!Jtup.All ery',,-edaas tts n dried in1PTl. (opprijbi02016A-IfoafTmsses-AmbonyT.Tomha III,P.LP.eprodunion alibis dommenl,in any Tom isprahihiiedwithautthewr4ea permission from A-I Real Trusses-AnthonyL Tomb III,P.L Fort Pierce,FL 34946 Job Truss Truss Type Oty PIY 73468' B03 Hip 1 1 A0121183 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 11:51:34 2018 Page 1 ID:pZB3GguiPCN Ee_6VdEjXHVyg7bE-ianVilPVz5T5EcP20SKkicZW7zNEgwDuvbmnPAyclHt -2-0-0 0 3 8 7-M 12-M 19-M ! 2-0-0 0 3-8 6-8-8 5-0-0 7-M 4x6 i 4x6 Dead Load Defl.=1/8 in 3 15 4 6.00 12 16 14 c� 0 i 5 p M e 1 e 6 17 7 18 6 19 141 4x4= 1.5x4 II 5x6= 4x4= 7-M 12-0-0 19-M 7-0-0 5-0-0 7-0-0 Plate Offsets(X Y)— [6.0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.50 7-13 >459 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.60 7-13 >381 240 BCLL, 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:72 lb FT=10% l LUMBER- TOP CHORD 2x4 SP M 30`Except` 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP No.2 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf,h=14ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;end vertical left exposed;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 4-3-12 oc DOL=1.60 plate grip DOL=1.60 pudins. 3)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid Iceiling directly applied or 2-2-0 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other.live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a kEACT1ONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the G� = 1036/0-8-0 (min.0-1-8) bottom chord and any other members. 2 = 1228/0-8-0 (min.0-1-8) 6)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 100 lb uplift at = 139(LC 16) joint(s)except(jt=lb)5=348,2=440. VVX Uplift 7)This truss has been designed for a moving 5 = -348(LC 13) concentrated load of 300.01b live located at all mid 2 = -440(LC 12) panels and at all panel points along the Top Chord Max Grav and Bottom Chord,nonconcurrent with any other live 5 = 1036(LC 1) loads. 2 = 1228(LC 1) FORCES. (lb) LOAD CASE(S) Max:Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP'CHORD 2-14=-1641/1184,3-14=-1511/1198, 3-15=1357/1226,4-15=-1357/1226, 4-16=-1513/1193,5-16=-1644/1178 BOT CHORD 2-17`--849/1351,7-17=-849/1351, 7-18=-849/1357,6-18=-849/1357, 6-19=-849/1357,5-19=-849/1357 WEBS 3-7=-10/322,4-6=-5/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. Iredq.n:rsenrrrgd(mkr lse'd l tOC;n9558;SFLLEI"16EA9.St((e{IS b(OK"1SI05S CJSIOMj tm]';rCYlCklr6uNEMP 6rs_ic-Er drop rueaJen aA re:leNss¢td.rress 9esp 7m.iy{Snit,eri l[a drtiarl.soh Bi,T.F ldaeae 4ee1�4e rse.0d:s:dhr.ise udei re BeIDD,wy ' U1ThteurotiYcss�tlh.1e(ferttal)DI,k"u.Is Cress Desip hp¢e{i!,S;e7df(6pnx`otL edn¢(IDD rep¢eric¢rru;aadUe rrilss6ed¢rseriretegr¢ilita(�ISe([S�gct rte s:train:d(:p-�4rzt1e U selr,m(dll".1. ietrrnseopim.hdaTtnlm¢s,s.iltlie( Anthony T.Tornb011I,P.E. ede¢d4is imsfr•egW&I is Re respubDp dpeOnsr,lte 0-"s eA'OTU'd er ne W&I Oes�per,a r. ind rr ra IkS.-.701 bdemCgattnd MI.Tee clmll dike IN.1 of rieUne dth Tnss:mdrfiq e.-£'ijwgt,iun➢dm¢e krgsiiliHt'.z rcr�id!:hd 2 80083 Derr6etDrs rrriQsrrtlredl:rs:essstro'.er.BDNla,pWlresm9ln(dnndthrulbq(oaf.esfghrnrfi¢(nsfp.wt,14TNMSlGorenfde d6tnu¢1,�InrelFSlee5res3:respls!SJ:nesvdd.'.sdSel:nsMugrn,7:nsDestupanaifressNaaden:er;aess 4451St.LueieBlvd. r#eNse 16defefased spedga le MDsi efdl fulaimel 1.Relrrss t<sip Egism itlOr"..eia dhf atsyer,rtTn!sSfs+.s EgismdofErdSta.dlttq'.?atdrrnerem(daelhlrll. Fort Pierce,FL 34946 (ep)TighlD2016A-IRooffsusses-AmbooyT.TombriIII,P.i.P.eprodudiunofthisdocument,inanyform,isproh3eedwithoutthewrittenpermissiontsomA-IReoffrusses-AnthonyLTomb111,P.E. Job Truss Truss Type Qty Ply 73468 B04 Roof Special 1 1 AO121184 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 MTek Industries,Inc. Mon Sep 1711:51:35 2018 Page 1 ID:pZB3Gg uiPCNEe_6VdEjXH Vyg?bE-AmLtw5Q7kPbyrm_Fa9rzEp6fKNo?ZE_18FWLxcyclHs 2-0-0 0r3r8 6-3-4 9 0 0 10-0 Q 17-4-0 19 8 7 2-0-0 0-3-8 5 11-12 2-8_12 1-0-0 7-4-0 2 d 7 4x4= &6Zz Dead Load Defl.=3/16 in 4 5 1.5x4�� 16 6.00 12 3 18 t7 15 6x6 2x411 a C_yJT 6 g7nt� 1 20 112110 9 22 a 4x4= 6 3x4 e� 3x4=4x4= 5x6= 9-0-0 WOO 19-8-7 9-0-0 1-0-0 9-8-7 Plate Offsets(X,Y)— (2:0-2-10,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.53 8-10 >446 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.74 8-10 >319 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:99 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2*Except* T3:2x4 SP M 30 WEBS BOT CHORD 2x4 SP M 30'Except- 4-11=-712/675,5-10=-55/378, B2:2x4 SP 2400F 2.0E 6-10=-1249/1379,6-8=-2520/2359, WEBS 2x4 SP No.3 3-11=-470/570 BRACING- TOP CHORD NOTES- Structural wood sheathing directly applied or 3-6-3 oc 1)Unbalanced roof live loads have been considered puriins, except end verticals. for this design. BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Rigid ceiling directly applied or4-10-0 oc bracing. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; WEBS Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) 1 Row at midpt 6-10 and C-C Exterior(2)zone;cantilever left and right MiTek recommends that Stabilizers and required exposed;end vertical left exposed;C-C for members cross bracing be installed during truss erection,in and forces 8t MWFRS for reactions shown;Lumber accordance with Stabilizer Installation guide. DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water �. REACTIONS. (lb/size) ponding. 8 = 1067/Mechanical 4)This truss has been designed for a 10.0 psf bottom 2 = 1258/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live Max Horz loads. r 2 = 201(LC 12) 5)'This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 8 = -388(LC 13) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -471(LC 12) bottom chord and any other members. Max Grav 6)Refer to girder(s)for truss to truss connections. 8 = 1067(LC 1) 7)Provide mechanical connection(by others)of truss 2 = 1258(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)8=388,2=471. FORCES. (lb) 8)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 300.01b live located at all mid when shown. panels and at all panel points along the Top Chord TOP CHORD and Bottom Chord,nonconcurrent with any other live 2-15=-1757/1359,3-15=-1644/1372, loads. 3-16=-1404/1207,4-16=-1346/1218, 4-17=1198/1149,5-17=-1198/1149, 5-18=-1335/1085,6-18=-1482/1068, LOAD CASE(S) 6-19=-349/0,7-19=-349/0,7-8=-317/55 Standard BOT CHORD 2-20=1127/1478,11-20=-1127/1478, 11-21=-756/1198,10-21=-756/1198, 9-10=2130/2438,9-22=-2130/2438, 8-22=-2130/2438 WEBS 4-11=-712/675,5-10=-55/378, win"-Plm';Misti a t.fit'd:10111USSESI'SKill,>EaEUliEIYS t.(De0<R7M$(C1u"M�tMP;d(Kd7iPlfR5LLE5r'ra rer,'!Ns:p:;YaattAd tad rHd vtlti N I.iSTfatf besl;a[esi:p(ihhi cdeht et!em!l.raclt r�r..rtJetene$eRf itbst nt.'iek,0Vt,csf sY:f to tW r b,aty HirtEtanMn;ldns♦+utna(tt:s:IroreEt,a�a a, (ats:,s:a E�,:np�,s;tt etanttedtt�ro:ert;t�t�nmmadej,Itt, ;t�tttnt; lntadredta:a;a;l:rn:,datdtratd£,atder nu.ra:dn;.n;:�xsss:t5enas:er:.ar:�y Anthony T.Tombo III,P.E. nl astEtSt rrssbt ilk-faliswen;ta+rx`:!dtx Cax!,§e Dsty'tatlnsed geder:a 6dx;2t9�.,hGt te"t>;e14t 11Lta Q(a3tx!sal tnlf :ehs+ft!Id.Tk>fPnd�Szt_')nteet fxldt:tsf4efms:uc:`<:sd in{lur.tfuet,uss"eYaalkeiq tSeDY�e tesf�dilo-t, :T 80083 ' tit tdlu;Gxi;.er nditarxle.A4mt:s sN eda§:P3 u/&t pe atl;rzr::ats sd:SeR.Ex;(o-xfaeal Self Ali!TH W SKI.Wts tit"j-d;ndmi?411:atsfit!e;pusriil_etnilaas el,'itt:sss Gec:s+s,'tau to+;a Eito.of rnss Sixaledatr,m;:ss d'-st ddoel V.6h.fa ui ait ni' R s; es W.Ivd.Sit lens pri bite is 101 lit W168 Mi eat fits S!sitx Enna d w idea.A I( JAW k;os ct es kbnd is re'ri. 4451 St.Lucie 814d. � f' n �d r"i 3° ' ° � 1 oti Fort Pierce,FL 34946 (oppightZ?2616A-RRoofBusse;-ArthonyLromholl],p,E.Reproduslionof this drminto,inony Win,ispsnhibifedwilhoolthexritlenFunnissiois Isom A-1 Roof bosses-Anthony LTombn111,p,t Job Truss Truss Type Qty Ply AO121185 73468 BO5 Roof Special 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 11:51:36 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-eyuF7RQIU ijpTwZR8sMCn1 fsNn9QIedBNvFuT2yclHr -2-0-0 0 3 8 7-1-4 9-6-0 15-4-0 19-8-7 2-0-0 0-3 8 6-9-12 2-4-12 5-10-0 4-4-7 4x6= Dead Load DeFl.=1/8 in 4 1.5x4\\ 14 6.00 F12 3 15 4x6 II 3x3 11 �* 1 5 6 T3 16 WS N 2 1 17 9 8 18 7 + 3x4 3x8= 3x4= 6x6= � 9-6-0 19-8-7 9-6-0 10-2-7 Plate Offsets(X Y)— [2.0 2 10 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.57 7-9 >411 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.75 7-9 >314 240 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:95 lb FT=10% i LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP 2400F 2.0E Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; WEBS 2x4 SP No.3 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 4-10-10 oc and forces 8E MWFRS for reactions shown;Lumber puriiris, except end verticals.BOT'CHORD DOL=1.60 plate grip DOL=1.60 Rigid 3)Provide adequate drainage to prevent water-1 ceiling directly applied or 6-5-5 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation uide. loads. ' 5)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a ?c _ I1067/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2,p = 1258/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Refer to girder(s)for truss to truss connections. 2 = 249(LC 12) 7)Provide mechanical connection(by others)of truss �Max Uplift to bearing plate capable of withstanding 100 lb uplift at 7j: _ -398(LC 13) joint(s)except at--lb)7=398,2=473. 2- _ 473(LC 12) 8)This truss has been designed for a moving Max'Grav concentrated load of 300.01b live located at all mid 7 = 1067(LC 1) panels and at all panel points along the Top Chord 2 = 1258(LC 1) and Bottom Chord,nonconcurrent with any other live loads. FORCES. (lb) Max.',Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-13 1693/1260,3-13=-1562/1275, 3-14=-1366/1190,4-14=-131711200, 4-15=-1284/1071,5-15=-1402/1058, 6-7=-361/159 BOT CHORD 2-17=1129/1408,9-17=-1129/1408, 8-9=-1598/1872,8-18=-1598/1872, 7-18=-1598/1872 WEBS 3-9=-491/589,4-9=-667/843, 5-9=-759/847,5-7=-1974/1748 NOTES- 1)Unbalanced roof live loads have been considered for this design. inn-^q•Pm;e�a![rjdC!f!Ity ile'C lcor ilUiS6��:Pp.44FIfl7:kUS6iCdp:•TgYi;YS1iY;rU![ijd(CYpptEOEY`.YI'ffra Cet@+ltYg!pxf'fft�sfaittf9ftietntiistmsUesilE kfrihODPlaIA!fE'bryT.TraS+I�.rLCf`ttfetlSleetdelm n!.lceu Ck*ist pt".elrettt TU.tdr flitfY faAtL'N rM151�7re+fP�M S:Ir hlt f4iiL S!fi:E!36tS�Crh!!f(It,Srf[3:r LOr'Y.tl,L.Hl SI�i tE tFp M'�I£pRSM:i®ffi!r1Ul'4"E2 F'dtftXH'f3J N3,!t5141fk'hltllk!A35i)+EI.'Y.ill;lt l!SSf.�Y'tLtOL'eTE�ttlt,iElF((rFI.I'm Anthony T.Tombo lli,P.E. fEl+!eftt}i:irass4ta/k!fa7 is9.xraraixryd6f CeEe,E+Om'f+EditaedgNaSer=byE'a�"-+,!t.iaCu«rtr,�dt n(,tkf lKEd�t lf¢Iltiliul:ehc+lirld.A!nrtsEEl a+6fTiBEtl eer hdlEtrdkfTms:uk ,7 iatlhY.stxtgf, ;ctiEealkcugEkll id pf re:tariiiltrEt -180083 '' dfhafurY!4gttmifftlrs]EcAIIw!:sm+Au!xT�mtBtltecttsu{gN fv04,Wrj(-j.'dsedf1dn o,.k;sgrynSfiigT11 E14!(Atxf:tvnnik1u 0 Vim 4451 St.Lucie Blvd. +Ilnvi;e drew lrEGdtrJ Egftdgau..ryYr alpdits Et!daY.'sE inss pzfr G;ef!Is!@i GE Fuldbr Ofstgneef:i£dssS;sleo E¢EtndfglulliEr,l;uri!dtitd lt:asEstfsidned iElfl 1. Fort Pierce,FL 34946 UpyrighlC2016A-1 Roof Trusses-Anthony Lfemba In,P.E.Repmdurtionofthisds;umeo6inanylmm,ispmAibittjOhoullhewittenpermissionItemA-IRoollmsses-AnthonyLIemballl,P.E. Job Truss Truss Type Qty Ply 73468 B06 Roof Special 1 1 A0121186 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 17:11:51:37 2018 Page 1 I D:pZB3Gg ui PCN Ee_6 Vd EIXH Vyg?b E-79 SeLn RO FOsg 538diatRK EBO CBVf 139KbZ?S?UyclHq 2-0-0 Or3c8 7-1-4 9-6-0 14-11-8 19-8-7 0 0 3-8 6-9-12 2 4-12 5-5-8 4-8-15 , 4x6= Dead Load Defl.=118 in 4 1.5x4\\ 14 6.00 12 3 15 4x6:::� 3x3 11 1 5 6 , V —_........... ---r is •````w4= "...� 5 N h 2 lJ 1 17 9 8 18 7 - 3x4 5- 3x8= 3x4= 6x6= 9-6-0 19-8-7 9-6-0 10-2-7 Plate Offsets(X Y)— 12:0-2-10 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.57 7-9 >409 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.75 7-9 >313 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.98 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MS Weight:95 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP 240OF 2.0E Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; WEBS 2x4 SP No.3 Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 4-10-12 oc and forces 8t MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 6-6-14 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation uide. loads. 5)`This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 7 = 10671Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1258/0-8-0 (min.0-1-8) bottom chord and any other members. r Max Horz 6)Refer to girder(s)for truss to truss connections, 2 = 257(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 100 lb uplift at 7 = -399(LC 13) joint(s)except Gt=lb)7=399,2=472. 2 = -472(LC 12) 8)This truss has been designed for a moving Max Grav concentrated load of 300.O1b live located at all mid 7 = 1067(LC 1) panels and at all panel points along the Top Chord 2 = 1258(LC 1) and Bottom Chord,nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-1 3=-1 69311255,3-13=-1563/1270, 3-14=-1366/1183,4-14=-1316/1193, 4-15=-1279/1070,5-15=-1390/1058, 6-7=-368/185 BOT CHORD 2-17=-1144/1408,9-17=-1144/1408, 8-9=-1534/1806,8-18=-1534/1806, 7-18=-1534/1806 WEBS 3-9=495/601,4-9=-694/867, 5-9=-706/784,5-7=-1904/1671 NOTES- 1)Unbalanced roof live loads have been considered for this design. tRerzp fltau3a!sy r!di,�Ce'1 108FFFDSSESj SFLFI'(.S:FsFilt 7FUS4tfCMA1 Ki(DStCY"tU'Fi"L(ri7Y1[DE rr',:a I,,dr&wpjurneevs ndttal sites orris!as 6mp D-a DQcad 5!et;acl1.Ts*[11114—aS5,d{elm a,t.C2,u C1e!sist sYriee;.t IeD,ad,. FIIFtt WDtCStetd'.ffFt:l Ft tftihr tie lD rttt litld Ala I.—tMp Fd;6!Er{I.t.,SitM`;b;-�L 0,s"I't.1 10 IrpsP,m!";he(tAd>,;'dtftT4a't1;114e!&TtnN931D'''d!hf!1',dupIf ass dslitl!t's ltli.^.ee as 'IWIFI, Anthony T.Tombo 111,P.E. red er.dftasFnss lar tsrb'3ign t.p'afa0:^.,d6e C+tE!,6e 0�u.%sa!I:el'aedgtelrttzE Ez,ttr;a:,hsse!u,^,re`flt lF4 a`att;adttlndrPru;!sd,aal iN f®a;Imld'�a.0adstyhdi e!egot rns l,aua-;iravtq,.sbq?., `1m.adkq Sim)lot T80083 dt kilru;C:v;avn!{art,a7tr.1110!1 suW.ruFGedNI'mit"Ardf5sndd,r�:ax;Fnf,ndSdt{hlncratt::SP.p.iFvtdl.iFledSFU ae,E.ventlkptt;de=ristte.Rot M!a,s 6e rt;aatsnl::`:,sea!lmtsd5e h,=.sDx.ptr,rnfs Der�Ferteu af:nss 4anistev,�tss 4451 St.Lucie Blvd. a+sea.:sty'�,taFtlwSmaspnfgftttn�ghs;�+me.d!e}.4einss0niph�,et!i!i�;¢tIN1;u;Otfij,tf,E=lfA45S;31,aFertrdmt«ifry.30u;i1stiitiltrasatna,`n,tit;F;F. fORPierce,rL 34946 (opyrigbt C 2016A-1 Roof Ttosses-Anthonyt.Tembe Ill,1`1 Rtp,odudiaa ellhis dcsoment.ia any farm,is prohibitedavithowffie xli?Ieo Permissiaa lrcmA I foci Trusses-Aalhony L Tamba Ill,P.E Job Truss Truss Type Qty Ply 73468 B07 Roof Special 1 1 A0121187 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 11:51:37 2018 Page 1 ID:pZB3GguiPCNEe-6VdEjXHVyg?bE-79SeLnROFOsg538diatRKEBzoBPQ1AJKbZ?S?UyclHq 10-0-0 3 9-0-0 12-11-8 19-8-7 2 0 0 0-3 8 8-8-5 2-11-8 6-8-15 0-6-0 3x6 11 Dead Load Dea.=3116 in 3x6 3x8 MT20HS; 7 3 4 5 15 4x6!/ 3x4= 6.00 12 g 7 14 16 co 6 IV 7 W4 r v 2 l ) Y 2 13 Bi 01 18 9 19 17 10 8 4x6= 3x4= 4x6= 6x6= 9-6-0 19-8-7 9-6-0 10-2-7 Plate Offsets(X Y)- [2:0-7-8,Edgej [7:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL- in (loc) -1/defi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.56 8-10 >423 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.69 8-10 >341 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:101 Ib FT=10% LUMBER- TOP CHORD HORD 2x4 SP No.2*Except* NOTES- T1:2x4 SP 2400F 2.0E 1)Unbalanced roof live loads have been considered BOT i HORD 2x4 SP No.2`Except* for this design. 131:2x6 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; BRACING- Cat.11;Exp D;End.,GCpi=0.18;MWFRS(envelope) TOP CHORD and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 2-2-0 oc exposed;end vertical left exposed;C-C for members puriins, except end verticals. and forces&MWFRS for reactions shown;Lumber BOT CHORD DOL=1.60 plate grip DOL=1.60 Rigid Iceiling directly applied or 4-4-11 oc bracing. 3)Provide adequate drainage to prevent water WEBS 1 Row at midpt 6-8 ponding. 4)All plates are MT20 plates unless otherwise MiTek recommends that Stabilizers and required indicated. cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom g9ccordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live loads. REACTIONS. (lb/size) 6).This truss has been designed for a live load of 8' = 1067/Mechanical 20.Opsf on the bottom chord in all areas where a 2 = 1258/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max Horz bottom chord and any other members. 2 = 294(LC 12) 7)Refer to girder(s)for truss to truss connections. Max Uplift 8)Provide mechanical connection(by others)of truss 8 = -403(LC 13) to bearing plate capable of withstanding 100 lb uplift at 2 = 462(LC 12) joint(s)except at--lb)8=403,2=462. Max Grav 9)This truss has been designed for a moving 8 = 1067(LC 1) concentrated load of 300.01b live located at all mid 2 = 1258(LC 1) panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 2-13=-1107/284,2-14=-1550/1001, Standard 3-14=-1374/1019,3-4=-1228/1096, 4-5=11228/1096,5-15=-1306/1112, 6-15=-1413/1100,7-8=-403/302 BOT'CHORD 2-17=-862/1172,2-18=-937/1228, 10-18=-937/1228,9-10=-1276/1572, 9-19 -1277/1568,8-19=-1277/1568 WEBS 4-10=-296/679,6-8=-1654/1367, 6-10=-511/454 1 Yna4'Peos,Svtejclfaot.to'd110FHUSS6iS1`T;.'r_M 7995 ei0u0D16NSrrirCY;tU'[rjR(rYpi1E05Vz51'tra W,tts:Dspt.mas of rtstxlxn Ns lus Nip tr4.ier{tD01ets5t 4". 1.Wit .PL1AereFeSfeef f6w tu.1.19tr~'A sttttdootl N,1.1" rDTFtF.nex rl F:,�Dr,gedh re:7rnfF,�d L.f?a1Nvp[ya:a;Fx.sp^rraoxi fit+ectacp7eD F>,,sFmxa a6tphsvmIi Anthony T.Tornho I i,P.E. ed.:tAM1is 7nsslFFert*#afiF!`ere:rwsi>rafdfiFO+ea,fe,CrtfistrdFF¢ti tr,4F,:6dajPei'.,n6ne:ta[idF11Lt4e Rt�F!nd lri!ful:ksc,3lNd.iN gpswlit-lJnttgh,li.:et7Rt Tnn,.&I�,IWIl l.duet,� !,!i..dk elsie6/FAtmNssiill'ed 180083 l� sSFr.dtwr Q35i�xef tltr.ta?]FI.ID askls[t llwlr>"L^a3e�M1'^af litrtu=3et et1�14>`G JrYStAeUS11F1f mt,Et'tl(1:SQpin'it:t1r 7r1 Ct$UICe 1F«YFttN;K[f!!{IfeitCFt.7Pflt''Atf He lFip3e5QiE::ett't tfieS itT:fil iFi`f'^'_':tFt45 DeLt3 rerJlUOtT,e1F{7ABIKftt.RTiSS 4451 St.Lucie Blvd. Froa.iu de?iwitTtk,hal eyted.paeiF.,irsg6(i;fclns Melei.itt lFns Desi7n Eegiac ue9i 6trattiq pesilar,s:'itsi STslea rrcettdm,krlCn¢.Ia uri4li:;t 4;asat,s i:SzFt'n1rF7. Fort Pierce,FL 34946 U i hl02016A-1Rooflrusses-Aathoa l.1whe8l,P.I.Re tadati000flhisdemmeni,inan farm,is mbibitedwilhoulthewrillen amissior.fromA-]RoofhusseS•Anihon I.Tombo III,P.E. PYr�9 Y p Y P P Y Job Truss Truss Type Qty Ply 73468 B08 Roof Special 1 1 A0121188 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 11:51:38 2018 Page 1 I D:pZB3 Gg u i PC N Ee_6 Vd Ej XH Vyg?b E-bL00Y7S00J_Xj Djq FH OgsSk6xagAmawUgDl?YxyclHp -2 1-0 0 3 8 7-0-0 124-0 17-M 18-8-8 19-8-7 2-0-0 0-3-8 6-8-8 5-4-0 5-4-0 1-0-8 11-1 3x4= D�[oad Deb.=3116 in 4x6% 4x6= 18 6 197 3 3x4= 1-1 16 17 6.00 12 i 15 W4 2 1 e i 20 11 1021 9 22 8 3x4= 3x4= 5x10 MT20HS= 3x4= 6x6= 7-0-0 17-8-0 181-8 19-81 7-0-0 10-8-0 1-0-8 -11-1 Plate Offsets(X,Y)— [2:0-1-0,Edgel,[6:0-2-0,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.54 9-11 >435 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.73 9-11 >321 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:105 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP M 30 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3*Except` for this design. W4:2x6 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BRACING-TOP CHORD Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft;Structural wood sheathing directly applied, except end Cat.ll;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right verticals.ROT CHORD exposed;end vertical left exposed;C-C for members Rigid ceiling directly applied or 6-3-5 oc bracing. and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water cross bracing be installed during truss erection,in ponding. accordance with Stabilizer Installation guide. 4)All plates are MT20 plates unless otherwise indicated. REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom 8 = 1062/Mechanical chord live load nonconcurrent with any other live 2 = 1254/0-8-0 (min.0-1-8) loads. Max Horz 6)'This truss has been designed for a live load of 2 = 325(LC 12) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 8 = -469(LC 12) bottom chord and any other members. 2 = -524(LC 12) 7)Refer to girder(s)for truss to truss connections. Max Grav 8)Provide mechanical connection(by others)of truss 2 = 1254(LC 1) to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=469,2=524. 9)This truss has been designed for a moving FORCES. (lb) concentrated load of 300.Olb live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Top Chord when shown. and Bottom Chord,nonconcurrent with any other live TOP CHORD loads. 2-15=-1719/1081,3-15=-1584/1095, 3-16=-1424/1130,4-16=-1424/1130, 4-17=-579/335,5-17=-579/335, LOAD CASE(S) 7-8=-312/56 Standard BOT CHORD 2-20=-1188/1415,11-20=-1188/1415, 10-11=-1159/1384,10-21=-1159/1384, 9-21=-1159/1384,9-22=-375/549, 8-22=-375/549 WEBS 3-11=-6/350,4-11=-1 161270, 4-9=-976/932,5-9=-378/846, 5-8=-1207/806 Rtnal R:e;r3vEe r-1,14.At `108771USSES{S11M Sit1PA{7EUA51(0111109s(e3tiY"t0![I j2(CSOii{E00str5T(«a I,,*ltcciPseaeus fad tyi wts a tkis?,.I Mitt Dwisj�0klm At Whrj T.It=),(Ur.Irfe'tal She kMt n4.lm'tts 6'..a4'10WM!tf 700,tdt gi da-te.Fides 00le.stlM5ft0_nhrtil3stln:i@e;:ia rnl'ater{is.,SFttst±r west«7,hi std tE lHjI JI4pT;Fs'EW ntitun c!e Frttesi:Fm;tfFntn'sy tttrtti i3!hl�S d45i7t i1lE451Er1t 7,e:51tyL^.ttW ill itlr,fpdR IPI I.74t Itli§EpiE3q:425: Or:te'i6Fi;lf:'!EP r APtthony T.Tombolti,P.E. fd.etdnis7nss h,aPt+?#a7isEt aryfcsn 7dG40r tt,6tB.iti Si+dlte2tPirltl«:21�-.'''P Ct:i :,Rfitt[�.:iff(1:4((CIII Q(tt{'4.LIC.EI711.Sa)tfC4 pP 7!FL lte i}regil Ai 4F27-'J ttS Oej M1tL tfifl Lf 7fffE;n: jk911n1.S1atrt:tt':.C':E'+'@6�58{4P 4:fII)S P:;t:r4E5itd.=.f 480083 tittaP.tF Osign mefteamr.Allamfs ulfd=t'ai0?rt@t yteaYs ul y;:'f:Ett o-+flat (ssiat«SCffs lefrccraTaFii{iaz1 i.71 eslSF(A«erd«enflfr FESRdgelati.7PSI Miss be re;pnsdiG::eseddnasdtfes�raE!:7,iuf«tyt 4giw ai7,rss4ttffst«,wt.±ss 4451 St.Lucie Blvd. imo.tf:dtrEufh�eped.pEau. s7c;F=ntsa!t!!Si.ietinvOrsi;DEr,�t4;isui0tlatauFPtsign.f:',t,:SnlmrgetRt(fi.sf,lOy.Iltf7inl��Ir,;,;e4esit5.tah7tls. Fort Pierce,Fl. 34946 ! Upy:ighl 0 2016Al Real Trusses-hnthaayLRtmhelll,P.E.Repioduf(ioid this dommeal,inonyfam,ispithihitedxSlfaaMexritlenptrmissioefromA4 Roof Lusses•daifianyllosaho111,P.I. Job Truss Truss Type OtY PlY A0121189 73468 B09 Roof Special Girder 1 1 ' 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 11:51:39 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXH Vyg?bE-3XaOISTend6OKNHOp?vvPfHLm_BkV2Sd3sUY4NyclHo 2-0-0 0 3 8 5 0-0 10-4-0 15-8-0 19-8-7 2-0-0 0-3-8 48-8 5 4-0 5-4-0 4-0-7 2x4 II De6ad Load Deft.=3/16 in w 4x6 1.Wl < d ;612 t 14 15 16 13 0 2 1 22 23 24 25 9 26 8 27 28 29 30 21 7 3x6= 6x8= 5x6= 6x6= 10-4-0 19-8-7 104-0 9-4-7 Plate Offsets(X Y)— [2'0 9 0 0-1 13] f7:0-3-0 0-4-0] [9:0-4-0 0-4-01 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.35 7-9 >675 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.47 9-11 >501 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MS Weight:113 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No2*Except* 8)Hanger(s)or other connection device(s)shall be T2:2x4 SP M 30 BOT CHORD provided sufficient to support concentrated load(s)336 BOT CHORD 2x6 SP 2400F 2.0E 2-21=-1469/2441,2-22=-1485/2457, lb down and 307 lb up at 5-0-0,104 lb down and 147 WEBS 2x4 SP No.3 22-23=-1485/2457,23-24=-1485/2457, lb up at 7-0-12,104 lb down and 147 lb up at 9-0-12, BRACING- 24-25=-1485/2457,9-25=-1485/2457, 109 lb down and 159 lb up at 11-0-12,and 109 lb TOP CHORD 9-26=-1136/2069,8-26=-1136/2069, down and 159 lb up at 13-0-12,and 109 lb down and Structural wood sheathing directly applied or 2-10-6 oc 8-27=-1136/2069,27-28=-1136/2069, 159 lb up at 15-0-12 on top chord,and 351 lb down at purlins, except end verticals. 28-29=-1136/2069,29-30=-1136/2069, 5-0-0,55 lb down at 7-0-12,55 lb down at 9-0-12,60 BOT CHORD 7-30=-1136/2069 lb down and 31 lb up at 11-0-12,60 lb down and 31 lb Rigidlceiling directly applied or 8-6-8 oc bracing. WEBS up at 13-0-12,60 lb down and 31 lb up at 15-0-12, WEBS 3-9=481/1337,4-9=-814/631, and 265 lb down and 65 Ib up at 15-8-12,and 301 lb 1 Row at midpt 5-7 5-9=-838/1766,5-7=-2429/1331 down at 17-8-12 on bottom chord. The MiTek recommends that Stabilizers and required design/selection of such connection device(s)is the NOTES-bracing be installed during truss erection,in N responsibility of others. accordance with Stabilizer Installation guide. 1)Wind:ASCE 7-10;Vult=1.70mph(3-second gust) 9)In the LOAD CASE(S)section,loads applied to the Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; face of the truss are noted as front(F)or back(B). REACTIONS. (lb/size) Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); 7 = 1566/Mechanical cantilever left and right exposed;end vertical left 2 = 1762/0-8-0 (min.0-1-8) exposed;Lumber DOL=1.60 plate grip DOL=1.60 LOAD CASE(S) Max Horz 2)Provide adequate drainage to prevent water Standard ding. 2 = 353(LC 43) pon 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max Uplift 3)This truss has been designed for a 10.0 psf bottom Plate Increase=1.25 7 = -848(LC 8) chord live load nonconcurrent with any other live Uniform Loads(plf) loads.2 = -827(LC 8) Vert:1-3=-90,3-5=-90,5-6=-90,2-7=-20 Max Grav 4).This truss has been designed for a live load of Concentrated Loads(lb) 7 = 1566(LC 1) 20.Opsf on the bottom chord in all areas where a Vert:3=-176(F)14=-86(F)16=-86(F)17=-102(F) 2 = 1762(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 18=-102(F)19=-102(F)22=-89(F)24=-42(F) bottom chord and any other members. 25=-42(F)26=-60(F)27=-60(F)28=-60(F)29=45(F) FORCES. (lb) 5)Refer to girder(s)for truss to truss connections. 30=-42(F) Max..Comp./Max.Ten.-All forces 250(lb)or less except 6)Provide mechanical connection(by others)of truss when shown. to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)except Gt=Ib)7=848,.2=827. 2-12=-2793/1286,2-13=-2799/1440, 7)This truss has been designed for a moving 3-13=-2732/1449,3-14=-3670/1765, concentrated load of 300.Olb live located at all mid 14-15=-3670/1765,15-16=-3670/1765, panels and at all panel points along the Top Chord 4-16=-3670/1765,4-17=-3670/1765, and Bottom Chord,nonconcurrent with any other live 17-18=-3670/1765,18-19=3670/1765, loads. 5-19=-3670/1765,6-7=-341/146 BOT CHORD 2-21=1469/2441,2-22=-1485/2457, 22-23=-1485/2457,23-24=-1485/2457, 24-25=-1485/2457,9-25=-1485/2457, 9-26=-1136/2069,8-26=-1136/2069, 8-27L 1136/2069,27-28=-1136/2069. 28-2 9=-1 136/2069,29-30=-1136/2069, NPR"sp•Pimst3%ot�'infkM lttdrggT EEU1SES{SEIEEEgE<FEUtTTfASS E:gtl0:1>5t8iE41CY;'tW[I'i'dtd9atEg5klT ie9.rtldd dfl'4f irtntttn BT.d fnd eeilSftltif�n5761Sig06'tY16E1E(igle2l^.d.'!E'Yrt/T.Eigtl l}i.E.I4t(fIIS SIta{atI+DY..L'L`t¢4.�t!sISS S'CtE to itf TYg.31IE kiTetro-vts3t Ilan sNg Ee euElrtittiKir teft5l Aselresl 6tf h+;atertit,3itrifi E.}mtrl,fle seder Ofro§rmws.-Ftoeea"ei!atsl:uo`rya:e4zj resptp3d!M IS d?ij,dnt tbile ims d`i4^EdtB$'EaJ I11i,Wit 1111. Anthony T.Tombo ll's,P.E. etdreaflisimt 6s at R:=f gst*�?n;iKt ::iaas Grm,�t Drrri/!dr�sl mean ak=:s,+5esipM,Il�t:fC4NfItN�4skE Rfatta lrel erdGng:edt a+dEFFl.hnpna d;t!E ieet at 6tidts:adtlnss;ufk', iAtedlui,tUst3t,a: 'f:aadVnil7 tSal tt Pt;espaesied's tS 180083 I' 13lteargnlag.tt.,ularxnf.dnr:k,fordo;;tra� pt�n�ap4 tlaa:i.xnco->:inmsaa.Ian'Gs aE wtdt,Tetdsltlntarnnndsia:rai.�d�re.nudf�fttsat,r;ilfea:=f,tvd.t,nay!T:fi1E1 id9:iniS6nfg3EijVtfli3din3fii a4LkR.W1lfS 4451St.Wde Blvd. For-,dneellT 1 rw5rd rsssdrpce u n_�a kf e":petits gni.tf.i1t Los tkvp 6i3ec is t1i fxt kiifny Deri7m,f;TnssSTsieo Er;fz a of hiiCrg.L'sfiihllstd L:alvt n dtfntt 4T%i. � Pierce,FL 34946 (op2righl;02016A-i Roof frosses-ArthosryL Tomb Ill,P.E.Rep4oda;ti000f INS domment,in Boy form,is prohibited Without lhexnfleopermissiec from A-1 Roof hosses-Anlhooyl.lom6o111,P.F. Job Truss Truss Type Qty Ply 73468 C01 Hip Girder 1 1 A0121190 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1tTuss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:41 2018 Page 1 ID:pZB3Gg uiPCNEe_6VdEjXHVyg?bE-?wi8A8UuJ EM6ahROxQyN U4MhOou RzzHwWAzf9GyclHm -2-0-0 23 8 7-0-0 11-6-0 16-0-0 23-0-0 25-0-0 2-0-0 01 318 6-8-8 4-6-0 4-6-0 7-0-0 2 0 0 y 4x6= Dead Load Defl.=3116 in 3x4 x6 zz 4 6.00 12 16 21 C? 2 IV O (7 2 15 22 6 132 m Iv 1 A24 10 25 26 27 9 28 8 29 .�` 7 Sx10 MT20HS= 30• 4x8= 6x6= 6x6= 4x8= 7-0-0 16-0-0 23-0-0 7-0-0 9-0-0 7-0- Plate Offsets(X,Y)— [2:0-4-0,0-1-151 [6:0-4-0 0-1-151 [8:0-3-0 0-3-121 r10.0-3-0 0-3-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.76 Vert(LL) 0.20 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.32 8-10 >853 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:122 Ib FT=10% LUMBER- TOP CHORD 2x4 SP 240OF 2.0E'Except' T2:2x4 SP M 30 WEBS 10)In the LOAD CASE(S)section,loads applied to the BOT CHORD 2x6 SP 240OF 2.0E 3-10=-506/1317,4-10=-874/672, face of the truss are noted as front(F)or back(B). WEBS 2x4 SP No.3 4-8=-872/671,5-8=-507/1317 BRACING- TOP CHORD NOTES- LOAD CASE(S) Structural wood sheathing directly applied or 2-11-8 oc 1)Unbalanced roof live loads have been considered Standard puriins. for this design. 1)Dead+Roof Live(balanced):Lumber Increase=1.25 BOT CHORD 2 Wind:ASCE 7-10; gust)Vult=170m h 3-second Plate Increase=1.25 p ( 9 ) Uniform Loads(plf) Rigid ceiling directly applied or 6-7-5 oc bracing. Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft-, Vert:1-3=-90,3-5=-90,5-7=-90,2-6=-20 MiTek recommends that Stabilizers and required Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Concentrated Loads(lb) cross bracing be installed during truss erection,in cantilever left and right exposed;end vertical left Vert:3=-270(F)5=-270(F)9=-72(F)10=-413(F) accordance with Stabilizer Installation guide. exposed;Lumber DOL=1.60 plate grip DOL=1.60 8=-413(F)17=-175(F)18=-175(F)19=-175(F) 3)Provide adequate drainage to prevent water 20=-175(F)25=-72(F)26=-72(F)28=-72(F) REACTIONS. (lb/size) ponding. 2 = 2616/0-8-0 (min.0-2-3) 4)All plates are MT20 plates unless otherwise 6 = 2616/0-8-0 (min.0-2-3) indicated. Max Horz 5)This truss has been designed for a 10.0 psf bottom 2 = -121(LC 6) chord live load nonconcurrent with any other live Max Uplift loads. 2 = -1315(LC 8) 6)«This truss has been designed for a live load of 6 = -1315(LC 9) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 2616 LC 1 bottom chord and any other members. 6 = 2616(LC 1) 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at FORCES. (lb) joint(s)except(jt=lb)2=1315,6=1315. Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)This truss has been designed for a moving when shown. concentrated load of 300.0Ib live located at all mid TOP CHORD panels and at all panel points along the Top Chord 2-15=-4557/2230,2-16=-4842/2419, and Bottom Chord,nonconcurrent with any other live 3-16=-4714/2433,3-17=-4266/2281, loads. 17-18=-4266/2281,4-18=-4266/2281, 9)Hanger(s)or other connection device(s)shall be 4-19=-4267/2279,19-20=-4267/2279, provided sufficient to support concentrated load(s)340 5-20=4267/2279,5-21=-4715/2432, lb down and 417 lb up at 7-0-0,175 lb down and 224 6-21=4843/2418,6-22=-4558/2232 lb up at 9-0-12,175 lb down and 224 lb up at 11-0-12 BOT CHORD 175 Ib down and 224 Ib up at 11-11-4,and 175 Ib 2-23=-2053/4172,2-24=-2083/4212, down and 224 lb up at 13-114,and 340 lb down and 10-24=2083/4212,10-25=-2509/4869, 417 lb up at 16-0-0 on top chord,and 440 lb down 25-26=-2509/4869,26-27=-2509/4869, and 178 lb up at 7-0-0,88 lb down and 22 lb up at 9-27=-2509/4869,9-28=-2509/4869, 9-0-12,88 lb down and 22 lb up at 11-0-12,88 lb 8-28=-2509/4869,8-29=-2007/4213, down and 22 lb up at 11-11-4,and 88 lb down and 22 6-29=-2007/4213,6-30=-1990/4173 lb up at 13-11-4,and 440 lb down and 178 lb up at WEBS 15-114 on bottom chord. The design/selection of 3-10=-506/1317,4-10=-874/672, such connection device(s)is the responsibility of others. Krdet fleeutimetNrreriee Ih'AI IDDE TUS55i'SE((E11 MAIL IEINS8(.E:-0ilC�1f ISiDM{ttR7';r(ILMAPiW;GMEM�hex.ferd(9rsip(ueoJen oe(«;ioel:s«rrisl:en DeziTZ Diniar j(Pu;eiI(+rnlrerl.lexla D�r.L relaeue Sl+ih:•sene.Ddersc&enise sMe(rttlelDD,sa'p Wiezmremq!t3s slsfit:rseehr trrTDD I!he nlil.4serrnzDesip hprsF!(I!<sra9dl(F.peek;,5!udnwr lDD«prezetls ee«v�.a:ee(ogral!szlud eeye!murgnt111Ar helle�x!n<;Nt s4�ei«es(r9:Lhelle lDD tdr,oarttltFL ltetas�nvmpirp,6rC.epmBnu!,«itrlilry Anthony Tom T cdrsed air f«u5rrgrull1111 tte«stnsiulm 91"him.thUseri01,iiret-'ft ne lnlrlDaitn••ahe«dertdrr IN d!111u15,Wel e.!igale ad r L',I,erEmd d lie TO agar hill I,it lie inscm1miq sl".mle,aste!lstne ut lam3 SU!I!f:l miacf':nd 1' bo III,P.E. ' Ikk:A4 Des= erlQY.'eCe!.ri:eeasauMIAtMan!Is,rmltmaas himeidliekdre(rm nSta W-eaec(Kir,d'44 ITT nil IN raper allT«!s4mAe.^.e! �80083 D r�� t D t Kee 7 t N Pe e r E -1¢ n;a'.nz 4451 St.Lucie Blvd. ztenrisdded ireGnm otrret spemsmhy lydlim:es indmil'aeTrnz ns aEej scats Maelaxlathesltaer,mT•ess 5tshxWrsn r'or4.ilfmt.of eyn!d'e;ms ne¢sreEoNinitrl Fort Pierce,FL 34946 (o ytighl K)201EA-1 loaf Trusses-Aalhosay T.Tomho III,P.E.le rDducion tfThis dominant,in any for as, Job Truss Truss Type Qty Ply 73468 CO2 Hip 1 1 A0121191 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 11:51:41 2018 Page 1 I D:pZB3 Ggu iPCN Ee_6 VdEjXHVyg?bE-?wi8A8U uJ EM6ah ROxQyN U4 Mh iouZz3 DwWAzf9 Gycl H m 2-0-0 0 3 8 9-0-0 14-0-0 23-0-0 25-0 0 2-0-0 0-3-8 8-8 8 5-0-0 9-0-0 2-0-0 4x6 i 4x6�\ Dead Load Defl.=1/8 in ' 3 1 4 6.00 12 T 17 19 co 0 Y 0 IVI IVI v 20 16 W1 1 5 co 2 B 1e? ED m 6 11 1 22 9 238 24 25 ; 2� 1 5x6= 2x4 11 4x6= 2x4 11 5x6= W II 8x8 II 9-0-0 14-0-0 23-M 9-0-0 5-0-0 9-M Plate Offsets(X Y)— [2:0-2-12 0-0-1] [2:0-1-8 0-11-3] [5-0-2-12 0-0-1] [5:0-1-8 0-11-3] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.24 7-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.35 7-15 >794 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:112 Ib FT=10% LUMBER- TOP CHORD 2x4 SP M 30`Except` T2:2x4 SP No.2 WEBS BOT CHORD 2x6 SP 240OF 2.0E 3-9=-86/375,4-7=-86/375 WEBS 2x4 SP No.3 WEDGE NOTES- Left:2x4 SP No.3, 1)Unbalanced roof live loads have been considered Right:2x4 SP No.3 for this design. BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) TOP CHORD Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Structural wood sheathing directly applied or 2-4-4 oc Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) purlins. and C-C Exterior(2)zone;cantilever left and right BOT CHORD exposed;end vertical left exposed;C-C for members Rigid ceiling directly applied or 9-7-3 oc bracing. and forces&MWFRS for reactions shown;Lumber MiTek recommends that Stabilizers and required DOL=1.60 plate grip DOL=1.60 cross bracing be installed during truss erection,in 3)Provide adequate drainage to prevent water occordance with Stabilizer Installation guide. ponding. 4)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 2 = 1439/0-8-0 (min.0-1-8) loads. 5_. = 1439/0-8-0 (min.0-1-8) 5)`This truss has been designed for a live load of Max Horz 20.Opsf on the bottom chord in all areas where a 2 = -148(LC 10) rectangle 376-0 tall by 2-0-0 wide will fit between the Max Uplift bottom chord and any other members,with BCDL= 10.0 sf. 5 = -518(LC 13) 6)Provide mechanical connection(by others)of truss Max'Grav to bearing plate capable of withstanding 100 lb uplift at 2 = 1439(LC 1) joint(s)except(jt=lb)2=518,5=518. - 5 = 1439(LC 1) 7)This truss has been designed for a moving concentrated load of 300.01b live located at all mid FORCES. (lb) panels and at all panel points along the Top Chord Max.Comp./Max.Ten.-All forces 250(lb)or less except and Bottom Chord,nonconcurrent with any other live when shown. loads. TOP CHORD 2-16=902/496,2-17=-1976/1431, 3-17=-1815/1448,3-18=-1631/1467, LOAD CASE(S) 4-18=-1631/1467,4-19=-181511448, Standard 5-19=-1976/1431,5-20=-902/494 BOT CHORD 2-21 -504/1034,2-22=-889/1622, 9-22=-889/1622,9-23=-892/1631, 8-23=-892/1631,7-8=-892/1631, 7-24,=890/1622,5-24=-890/1622, 5-25=-536/1034 WEBS 3-9 -86/375,4-7=-86/375 Rwdq-t1—A.gHE rnitx W41170E 117S!r5rsfuEPr 6ERE1ll TEN8(DFrdDD'A(1!lONj BN]';!(RROdLD'aHEX'Ierz.Pe;tr{dedp{atmden uN reed edet¢i'rishen 9es p Drr+iyiRwleN iF+lut¢eL Tvfe D;t.Eldaene lltst ty re at Udn:tkwi¢tldN entlelOD,a!p 1llTeitt¢emr{:ees sldlHrsefhrtk TDDbhe rdd.leTrnt Desert 6grx[t{I.e,SscltS/6dtett;.E:sednmr IDD n{rnettsrc¢v ;edNu rrd?Stloml er;serlesrytni>;inr:neE¢:raettte sxytmes drr:nN¢ee roD wr;rider tErT Hxitira nttopied.lyd:t{mNn¢s,teatlili'r Anthony T.Tombo III,P.E. dnedesinsstreg1A.1 is A-4,t@1Dty dN Oneerk "dwr'u Wfm Dnip"'Whnem.1fu Etr,!Wt'¢d8e hod WT.1udead iK1-Tdt gXetdd1h1DD eNtnhNrse d6rinst.W,6,!L'ir}sm;ge.hsRldin edterng slilit.±ere nysst'1*d r80083 '' Rtduhsp udQ4ICt•.FO4etsdaom47LQeif r�asolpldnndHeraeyrxyamsdtrEnrnn¢mrrewErymrdsuEerrd xNertmwdnetrl 4451 St.Lucie Blvd. .l.mlMet ifociltd.;MdB%tEevteq It dl jK%imhiTk,TnssO'si?Exti—ts NOT inshl!tptf0ms Sy,-,Equi.e.O[Whq,All lgf5ml 4.s..d&d 1,TV 1. Fort Pierce,FL 34946 (opyrigM©2016A-IRoofliusses-Anthooyl.Tomho111,P.E.Reproduction of this documeni,in onyfotou,is probibited without the written FeffnissiOfl hour A-I Roof Trusses-AnthonyUomto111,P.E. Job Truss Truss Type Oty Ply 73468 CO3 Attic 1 1 A0121192 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 11:51:42 2018 Page 1 ID:pZB3Ggui PCN Ee_6VdEjXHVyg?bE-T6GXOUV W4YUzBrObU7Tc1 IvgYC59iMw3lgiChiyclHl 12-M 2-0-0 3 8 7-2-0 11-0-0 1 15 8 2 6- 21-2-0 23-7-7 2-0-0 0-3-8 6-10-8 3-10-1 3-8-2 9- 4-8-8 2-57 0-6-0 3x4= 3x4 Dead Load DeB.=1/8 in = 4 5 6 3x6 i 2 1.5a 1 21 1.5x4 II 6.00 12 3x4= 3 7 8 1 m 1. II 22 0 19 4x8= 2x4 !1 y O 9 10 18 —T4— 0 2 „v�r Icy 1 24 25 14 26 1312 27 l 11 3x8= 2x4 11 5x10 MT20H8= 6x8= 4x4= 7-2-0 11-0-0 2-0 16-5-8 23-7-7 7-2-0 3-10-1 0- 4-5-8 7-1-15 Plate Offsets(X Y)— [2:0-10-8 0-1-91 [4:0-2-0 0-2-81 [6:0-2-0 0-2-81 [11'Edge 0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 11-12 >864 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.48 12-14 >588 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Attic -0.26 12-14 435 360 Weight:133 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except'T3:2x4 SP 2400E 2.0E BOT CHORD 12)This truss has been designed for a moving BOT CHORD 2x6 SP 2400E 2.OE'Except` 2-24=-1131/2581,2-25=-1178/2612, concentrated load of 300.01b live located at all mid B2:2x6 SP No.2 14-25=-1178 panels and at all panel points along the Top Chord 2612,14-26=-1178/2612, and Bottom Chord,nonconcurrent with any other live WEBS 2x4 SP No.3 13-26=-117812612,12-13=-1178/2612, loads. BRACING- 12-27=-2071/3654,11-27=-2071/3654 loa loa ATTIC SPACE SHOWN IS DESIGNED AS TOP CHORD WEBS13)Structural wood sheathing directly applied or 2-2-10 oc 3-14=-32/729,3-15=-2181/1318, UNINHABITABLE. puriins, except end verticals. 7-15=-2180/1317,8-12=-43/655, BOT CHORD 9-1 2=-1 111/915,9-11=-3867/2204 LOAD CASE(S) Rigid ceiling directly applied or 2-2-0 oc bracing. Standard WEBS NOTES- 1 Row at midpt 3-15,7-15 1)Unbalanced roof live loads have been considered JOINTS for this design. 1 Brace at Jt(s):15 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf,h=14ft; cross bracing be installed during truss erection,in Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) accordance with Stabilizer Installation guide. and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members REACTIONS. (lb/size) and forces&MWFRS for reactions shown;Lumber 11 = 1442/Mechanical DOL=1.60 plate grip DOL=1.60 2 = 1604/0-8-0 (min.0-1-8) 3)150.0Ib AC unit load placed on the top chord, Max Horz 11-6-0 from left end,supported at two points,5-0-0 2 = 229(LC 12) apart. Max Uplift 4)Provide adequate drainage to prevent water 11 = -342(LC 13) ponding. { 2 = -439(LC 12) 5)All plates are MT20 plates unless otherwise Max Grav indicated. 11 = 1547(LC 2) 6)This truss has been designed for a 10.0 psf bottom 2 = 1675(LC 2) chord live load nonconcurrent with any other live loads. FORCES. (lb) 7)`This truss has been designed for a live load of Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.0psf on the bottom chord in all areas where a when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-18=-2774/987,2-19=-3024/1447, 8)Ceiling dead load(5.0 psf)on member(s).7-8,8-9, 3-19=-2919/1461,3-20=-672/294, 3-15,7-15 4-20=-610/343,4-5=-547/357, 9)Bottom chord live load(40.0 psf)and additional 5-6=-547/357,6-21=-607/330, bottom chord dead load(0.0 psf)applied only to room. 7-21=671/282,7-8=-2569/1450, 12-14 8-22=-2916/1466,9-22=-2996/1449, 10)Refer to girder(s)for truss to truss connections. 6-23=-250/39,10-23=-250/39, 11)Provide mechanical connection(by others)of truss 10-11=-343/95 to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)except Qt=lb)11=342,2=439. 2-24=-1131/2581,2-25=-1178/2612, vnay-rW;rm"!rtr,%r its'd;ICC31CdSSES{SEttCrRkEUt JEWtCC%R?vCASCC3iCv�UleO`d(ClCVSECi:Y;51"e!n inik{:aysaetsr,mE rnd u!e{!e!ti{'rlss Ce:il!kwieE¢Dl�c4nl."a` rrGsali d.PF.Ic,xau Slee!Stbsrls!. s`e!st exi{C{t:Edre SSE1 D,lair R6iei szaeaa rlites slid le S!1M5!}t h3e 14it A1lL95s:ELW Eaq 1N1(il SrEt fifxa•.af.ne fed"ory reaecactwis!rlaud!ks ylfetr oe n7a!erslEesFces!S'C,tes¢!d!si3l d!v.s ph Fmsl ir';lro:!7;)eel.,lo-!!rTPF{,I1•resige nsls'"em,l{a a3 sm tines;sr.e:ah Anthony O 7 -CEC e!lGl�i Tri!{r!1¢/RS:rsj kklfl:pE!).''}eflydie!!,Cf,�retifil lM tEii9Etiit'!1}''xT('1!y:i,(iGl;E54kE Gf 11C.R16:61;6E�Nll le i)93!ECi ti111I 1,Tll irSieril4{!1 Stt'.¢i half lNGE rtt:l;nt'.R.>j3an'li}a{lft r{,iE .;F_ee ttSSE(9J 11¢II I!:ilfE!PilSWil'1 P{ ti yT T nta IN P.E. ' 6itilru1NsTirPl,laa]er.SIIlilriSlrfAA3ET,7cddtrteCREStOr(Y.t!.F}i�tl!t�C�IYyI9lia!tlSdetfld:f53t:69{Y,Lsrall'siNlrtFl[[iSICCwE(d!tlEp!`:l+gEv'djnrssa.I!I.I!!4,!fSEffilrNllir_!!P)lW.3d�ET!tf1al;' llttSiiL}t5p.riailn3{StudiRxlylttil{ „80083 tlirrr;r GrEni lyik hr.4 M ie xciptiF sd!d!,t.it,Lns Ni fq—K,is III:6r 141i:Drsi a E 4451 St.Lane Blvd. la ! R P•.',ass Sniw Ee,--x!,+dlq Eµrnr,t_ul�i!'.,.�isa.mn(:rnr24iM1l, Fort Pierce,FL 34946 ,Eopyriiibf02016A-1 Roof Trusses-Aclbany E.tomb 111,P.E.Repscdu:tion of this dommear,in anyfatm,is prohibited without'he widen permission from A-)Roof Trusses-Authaey T.Taxba Ill,P.E. Job Truss Truss Type Qty Ply 73468 C04 Attic 1 1 A0121193 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. Man Sep 17 11:51:43 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-xJgvbgWBrscgp_bn2r_rZVR4ibT3RmTD_USmDByclHk -2-0-00,3r8 7-2-0 11-6-0 15 8 2 16-5,8 19-2-0 23 7-7 2-0-0 0-3-8 6-10-8 4-4-0 4-2-2 -9- 2-8-8 4-5-7 4x4= Dead Load Defl.=118 in 4 19 1 20 1.5x4 II 6.00 12 3x6 3x4= 3 56 + 5-%-0 21 74x6= 3x3 17 1.5x4,jj 8 T3.—. t0 2 16Bi m 5 Ic 23 24 12 25 1110 26 9 3x8= 2x4 II 5x6= 6x6= 3x4= 7-2-0 16-5-8 23-7-7 7-2-0 9-3-8 7-1-15 Plate Offsets(X Y)-- f2:0 10-4 0 1-9] (9:0-3-0 0-4-41 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.29 10-12 >972 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.42 10-12 >674 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Attic -0.23 10-12 475 360 Weight:135 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30`Except' 12)ATTIC SPACE SHOWN IS DESIGNED AS j T2:2x4 SP 2400F 2.OE,T3:2x4 SP No.2 BOT CHORD UNINHABITABLE. BOT CHORD 2x6 SP 2400F 2.0E*Except* 2-23=-1213/2560,2-24=-1259/2591, I B2:2x6 SP No.2 12-24=-1259/2591,12-25=-1259/2591, WEBS 2x4 SP No.3 11-25=-1259/2591,10-11=-1259/2591, LOAD CASE(S) BRACING- 10-26=-1650/3040,9-26=-1650/3040 Standard TOP CHORD WEBS Structural wood sheathing directly applied or 3-11-5 oc 3-12=-17/703,3-13=-2152/1278, pudins, except end verticals. 5-13=-2151/1278,6-10=-167/744, BOT CHORD 7-10=-621/482,7-9=-3254/1748 Rigidlceiling directly applied or 5-8-15 oc bracing. WEBS NOTES- 1 Row at midpt 5-13,7-9 1)Unbalanced roof live loads have been considered JOINTS for this design. VBrace at Jt(s):13 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) ViTek recommends that Stabilizers and required Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; cross bracing be installed during truss erection,in Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) accordance with Stabilizer Installation uide. and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members REACTIONS. (lb/size) and forces&MWFRS for reactions shown;Lumber 9 = 1425/Mechanical DOL=1.60 plate grip DOL=1.60 2 = 1602/0-8-0 (min.0-1-8) 3)150.01b AC unit load placed on the top chord, Max Horz 11-6-0 from left end,supported at two points,5-0-0 2 = 278(LC 12) apart. Max Uplift 4)Provide adequate drainage to prevent water 9 = -361(LC 13) ponding. 2 = -443(LC 12) 5)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 9 = 1530(LC 2) loads. 2 = 1672(LC 2) 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 7)Ceiling dead load(5.0 psf)on member(s).5-6,6-7, TOP CHORD 3-13,5-13 2-16=-2759/973,2-17=-2999/1416, 8)Bottom chord live load(40.0 psf)and additional 3-17=2894/1430,3-18=-674/310, bottom chord dead load(0.0 psf)applied only to room. 18-19=-609/352,4-19=-604/361, 10-12 4-20 603/343,5-20=-666/298, 9)Refer to girder(s)for truss to truss connections. 5 6=-2545/1429,6-21=-2889i1496, 1Q)Provide.mechanical connection(by others)of truss 7-21;-2972/1486,8-9=-369/197 to bearing plate capable of withstanding 100 Ib.uplift at BOT CHORD joint(s)except(jt Ib)9=361 2=443,_ 11).This truss has been designed for a moving 2-231=-1213/2560,2-24=-1259/2591,12-24=-1259/2591,12-25=-1259/2591, concentrated load of 300:016 live located at all mid 11-25=-1259/2591,10-11=-1259/2591, panels and at all panel points along the Top Chord and,Boitom Chord,nonconcurrent with any other live loads. Yn1aI-Pwh tn!ali!1 fes;e.He'A i r67rtlOSSES{SEt!EI';M'A(ut1:PAi E ErN07tJNi tCSiCOrtUfSl j,SICeJ tECoYiKP:'ua TO1W;1 Pmeaet n 414 stet onst,nil?.3 Mile UN j t.iwh lCP.t.Idiom%ol Want mess k'.W..isi st!e01a!Ca 1c0,u1, kRdi vehr lafes sbeg te..edfx±S:ibbhie ldiL is 11.152,1: 0ofQs..Stn3t!61aey;,Ge sed es cr rul spasm a pas!64 Ossip drys saylT*,ins 3:Iidedm:hI'9 ed.,WOW.n:inip irs. `ses.!4111a Ool:se.dJp Anthony T.Tombo III,P.E. udnt6:no lens UiQrrnkalis'k�slsas:zgdkl 0-!,at OoVs h inolwh WEINMipsanm4of!N 11fth(K.Of l"m!Itl!N1a:11fo.Tom 810solCbledsry bdd neAM Tms,a+5aaltu drq.tlnsls;w:zar++u¢dknill tpag 11 Sw;nttasie l7d 1$0683 t ntkJfmpeetilen�t.librucSltanrsseiMa5eT;?ulKt!ncsutcdpr.G^.usd�atdtqtomp.eaSehtrleterata(L:{:F,ysel!TI«ISKIse;Gvs.lape>t:dirifsn.T!411e!n±s5ese:Ptvlr`siCfIdNHAbilRitgiik':.!!tt1t1i13rIl�IttfA1lMSNltBILQXtt,ttl�tti 4451St.LucieBlvd. "Olh{i,ttli3titrerNh3�t§.!tdt!tEIFgf3•y{liPShtlaelleft.ihrelSitkSigfE6jh:.IlrliEtral(i{iDnljFtf,671q!(Stf![lrt34K1tiRElildRp.i_{9plti:iiai.:,letntetdutMt. Fort Pierce,FL 34946 teprtighlv101AA-IAoofTrusses-Arthany1.UmbeIII,P.E.Alprsdutilooetlbisdemm i,inanyform,ispobibiledwilhoullhextittenpesmiuioelmmAdAoalllussn-AulhaayT.Tambotil,P.L Job Truss Truss Type Qty Ply 73468 CO5 Attic 1 1 AO121194 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 4 1:51:44 2018 Page 1 I D:pZB3 Gg u i PCN Ee_6VdEjXH Vyg?bE-P V N H pAXn e9kg RBAzcY V46j_B I?o6AF RM CBCJlayel Hj 17-2-0 -2-0-0 0 3 8 7-2-0 9,6 8 11 6 0 13-5-8 15-8-2 6 23-7-7 2-0-0 0-3-8 6-10-8 2�-8 1-11-8 1-11-8 2-2-10 9- 6-5-7 s' 3x4:—� 0-8-8 1.5x4 11 3x4— Dead Load Dell.=1/8 in 2 4 22 5 23 6 24 3x6 20 25 2x4=4x4 11 6.00 12 3 7 8 5x6� 3x4= VvZ 9 15 26 10 1 g 1.5x4 11 27 irn W� c? r> 9-0-0 2 18 BI Y[ 1 29 14 30 1312 31 28 11 3x8= 2x4 11 5x6= 6x6= 4x4= 7-2-0 16-5-8 23-7-7 7-2-0 9-3-8 7-1-15 Plate Offsets(X,Y)— [2:0-10-8,0-1-91,[6:0-2-0 0-2-81 [8:0-3-10 Edge] [10:Edge 0-1-81 fl 1:0-3-0 0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.27 12-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.39 12-14 >725 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Attic -0.21 12-14 523 360 Weight:137 Ib FT=10% LUMBER- TOP CHORD 2x4 SP No.2'Except` 12)Attic room checked for L/360 deflection. T1:2x4 SP M 30,T3:2x4 SP 2400F 2.0E BOT CHORD BOT CHORD 2x6 SP 2400F 2.0E'Except` 2-28=-1235/2517,2-29=-1283/2550, B2:2x6 SP No2 14-29=-1283/2550,14-30=-1283/2550, LOAD CASE(S) WEBS 2x4 SP No.3 13-30=-1283/2550,12-13=-1283/2550, Standard BRACING- 12-31=-1413/2743,11-31=-1413/2743 TOP CHORD WEBS Structural wood sheathing directly applied or 3-10-9 oc 3-14=-5/686,3-15=-1913/1100, pudins, except end verticals. 7-15=-1912/1099,9-12=-938/572, BOT CHORD 9-11=-2948/1490,8-12=-455/1235 Rigid ceiling directly applied or 6-2-7 oc bracing. WEBS NOTES- 1 Row at midpt 9-11 1)Unbalanced roof live loads have been considered JOINTS for this design. 1 Brace at Jt(s):15 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) MiTek recommends that Stabilizers and required Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; cross bracing be installed during truss erection,in Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) accordance with Stabilizer Installation guide. and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members REACTIONS. (lb/size) and forces&MWFRS for reactions shown;Lumber 11 = 1409/Mechanical DOL=1.60 plate grip DOL=1.60 2 = 1597/0-8-0 (min.0-1-8) 3)150.01b AC unit load placed on the top chord, Max Horz 11-6-0 from left end,supported at two points,5-0-0 2 = 296(LC 12) apart. Max Uplift 4)Provide adequate drainage to prevent water 11 = -357(LC 13) ponding. 2 = -420(LC 12) 5)This truss has been designed for a 10.0 psf bottom Max Grav chord live load nonconcurrent with any other live 11 = 1515(LC 2) loads. 2 = 1668(LC 2) 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a FORCES. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members. when shown. 7)Ceiling dead load(5.0 psf)on member(s).7-8,8-9, TOP CHORD 3-15,7-15 2-18=-2696/868,2-19=-2961/1328, 8)Bottom chord live load(40.0 psf)and additional 3-19=-2851/1342,3-20=-860/388, bottom chord dead load(0.0 psf)applied only to room. 20-21=-818/393,4-21=-780/432, 12-14 4-22=-741/392,5-22=-741/392, 9)Refer to girder(s)for truss to truss connections. 5-23=741/392,6-23=-741/392, 10)Provide mechanical connection(by others)of truss 6-24=-756/417,24-25=-820/380, to bearing plate capable of withstanding 100 lb uplift at 7-25=-861/372,7-8=-250711343, joint(s)except Qt=lb)11=357,2=420. 8-26=-3042/1534,9-26=-3066/1530, 11)This truss has been designed for a moving 10-11=-396/277 concentrated load of 300.01b live located at all raid BOT CHORD panels and at all panel points along the Top Chord 2-28=-123,5/2517,2-29=-1283/2550, and,Bottom Chord,nonconcurrent with any other live loads. D'e:eag•P;rose!!nt�ilpirs;?.Y.e'8?d'w7r?tCSSB;SR!firi?iFUl7tUSStrDXDTJ%S.kiiC4�t@TI",l([d681F0-tt#l7':`xo.rnd.lts:satxtxt:t::al revs sites st ttiF[nu 6tsys ke.ity;:DPiwd ne ra5zt i.rFaftlE.P.f.Ic+neF?t Sltti itMeru.CFitss a�e�isesYeGtr.iFa l3D,ath B t, dldti eG9tr4t rld sdr llt itdlFeh 1[hit lClL d3lllHSDftipl FAr�NtflL,Sr![Tl'fO;Y.yI.IStsKl ti ayrCO tr><EssmsmrutdlrtstddtyFlest Fea;nd:rss:r�sesras;I:'ayles Gs desipdrns�I$1(FSFd±l4.di8 w!176L?F,K[P1111.1, ±d±eilF t3iF3r3V5,14S9aj;{LMtRS:SNwi?;h AnthY ' Anthony T.Tombo It: P.E. rdFsldlht?rssf bl Q7tf.:.±jte�e tlpta T. dtts GiPC,HtDiEEletndtrttlilNt F±Atlxebd it•JpLH.fit9lrb^.4ceGsllf.rit lr(Fbd,R±IWI731',J3piN:tS+S?r{f,lk in:fl>IP!'Y±1�-0Feta}reldetrflR!TfrSr�tl�l�Ff1IW).eli:rt i:EAFE C'I�ttiij SSril l:tl±fl;eW5it1I'i P' i �(12�3 A,i ildrtd Csupsr ad:F±bxnr.In aal.:ulWA MT--'atb,fuexls Fd gnts:.'0'ts rd&IUrp—ro*learsxx. 3!'`Fpth 1 dir?HW SKI ae r9-1f rV-111.,TPH Is!r,e1W';Nn:SL:±sal4un dN Nis cu.p'?trss'Msv FCFttr ud T."{Itedvduer, ±ss 4451 Sk.0083 Lucie Blvd. Zt s:ttrxi,t dtfetdl;t GF5zt Fsvxi Fna is+aii;gkp trains unhd.?!t Ltss ps;i}sfy=xss:iF k1?ris I41diFy Dssgeta i sx1nita Igoe!den,leltitl.1S'strdst.td I>.:�s cF Fs/tDssi iF iF}i. Fort Pierce,FL 34946 (apyrigbta2g16A-1 Roof basses-AntonyLTomball],P,E,Reprodortionof this domest ,inanyform,ispsabibitednitAoa(thew0enpermissionItemA-1Roof Trusses-AnfivayT.Tumbo111,P.E. i Job Truss Truss Type Qty Ply A0121195 73468 C06 Roof Special 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 11:51:45 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-uhxfOWXPNTsX21IAAFOJewXMGP6xvnYVRoxtll yclHi -2-0-0 0,3T8 7-6-8 11-7-10 17-0-8 17�-0 23-7-7 2-0-0 0-3 8 7-3-0 4 1-2 5 4-14 0-3-8 6-3-7 Dead Load Den.=1/8 in 4x6 — 5x10 MT20HS= 3x3 11 3x4 17 6 3 15 4 TP 16 a 5 6.00 12 14 w W 2 18 10 19 9 8 20 7 4x4= 3x4= 4x4= 3x4= 6x6= 7-6-8 15-5-4 23-7-7 7-6-8 7-10-12 8-24 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.44 7-8 >642 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.58 7-8 >488 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:117 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2*Except* NOTES- ' T1:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP N0.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; WEBS 2x4 SP No.3 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 3-2-15 oc and forces 8t MWFRS for reactions shown;Lumber purlin's, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD 2)Provide adequate drainage to prevent water Rigid;ceiling directly applied or 2-2-0 oc bracing. ponding. WEBS 3)All plates are MT20 plates unless otherwise 1 Row at midpt 5-7 indicated. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation auide. loads. 5)'This truss has been designed for a live load of RgEACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 7 = 1284/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1472/0-8-0 (min.0-1-12) bottom chord and any other members: Max Horz 6)Refer to girder(s)for truss to truss connections. 2_. 1 = 31.4(LC 12) 7)Provide mechanical connection(by others)of truss Max Uplift to bearing plate capable of withstanding 100 lb uplift at 7 f = -550(LC 9) joint(s)except at--lb)7=550,2=491. 2 = 491(LC 12) 8)This truss has been designed for a moving Max Grav concentrated load of 300.01b live located at all mid 7 = 1284(LC 1) panels and at all panel points along the Top Chord 2 = 1472(LC 1) and Bottom Chord,nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-14=-2134/1426,3-14=-1992/1441, 3-15=-1794/1460,4-15=-1794/1460, 4-16=-1757/1298,5-16=-1751/1298, 6-7=-381/236 BOT CHORD 2-18=-1471/1780,10-18=-1471/1780, 10-19=-1591/1988,9-19=-1591/1988, 8-9=L 1591/1988,8-20=-1223/1564, 7-20 1223/1564 WEBS 3-10�115/436,5-7=-1806/1422, 4-10 -317/278,4-8=-332/400, 5-8=�-197/495 l Nar1-11-ftma;Irafit.8t1 Of RMSC011-S1 Mot l(rttit(DeO➢CeS LF tCO;rU ti"ALCtOi L[D15 Sm.Nft fivppagus34MI Wti is fis_ms W14,N.0;1'10kl1l N htof l.rl}tLrl.hffaaSfett itha nt MIK1'St!-Mold wtetc erideisLtDttran�ett nle, catttxDt am;�terp�,s;t r n}ntttwa�f(sa,rre: sat t� d"r��i:!n€t,;ntelt;,t:gas �m to:�td eih;itrt tayl:�aeaatlDay,t,t�nu.rettr;:nt� a htr�;� :ts,r:m AnthonyT.Tombo11i,P.E. attstdttliims 4t aftgist:n;rtrts=><7dhtGata,fieDxtts't tnStrdt;tua^,�.ttifig6t�.,hhe sa'eket,ltll4de Ri�' isal Snffit3 te{e w11PrI.Th eLtmildRtl?7 a3 affitU.stdNe lms,uchestAailhr.fiie�yhsz;e5a�ktiA;de➢Ieli!ttsptshil5f@ #80083 �' ht tgHv;[wi;,ad4msnr.tf(w:t sd ede3F tG a2$t peens a19wS6:ttsddare=tx;(syattl Sd:h ldessreet(I:i¢rd6tl:lir?H cI SF(A at nhrmt!'x rued raftxe iPn dt'ats5estse�+selLts cd l+6esd3eLs+s tetas,ttas revp rtfaee n(ims4ladtGxtt,a'tss 4451 St.Lucie Blvd. @ecattEIDttt!i(RaLl tpitt gahnLs96!¢Khtilrd_ild ltrsl Dt2;Afe'j2tP(St;7l Gtreilth;Dt5i3¢t[,4S=.1riiS!11t6 ra;acdar keDfu;.tl1if1411iJkf<setnit5veit rNl. Foft Pierce,FL 34946 (c ,Etm2016A-I Real trusses Arl6oa 1.1ambeIII,P.T.Re toduoionohh8datumenl,inan term,is mhihiteilOtaniAswiitlen esmissioefromAIRoolbusses-Anthon T.Tombo III,P.L P7�9 Y P Y P P Y Job Truss Truss Type Qty Ply 73468 C07 Common Girder 1 1 A0121196 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:46 2018 Page i ID:pZB3GguiPCNEe_6VdEjXHVyg7bE-MuV1 DsY18n—OgSKMjzXYB83WIpXoe7CfgShQgTyclHh -21-0 0T3r8 10-6-4 15-3-4 19-1-4 23-7-7 2-0 0 0-3-8 10-2-12 4-9-0 AN 4-6-3 7x6 11 Dad{Lpad Defl.=3/16 in 6 1 7 4x6— 5x6 11 2 3x4= 6.00 F12 W W5 16 17 18 19 W6 15 j \ II m 214 it 1 23 24 25 11 26 27 2810 29 22 9 4x8— 6x6= 5x10 MT20HS WB= 6x8— 6x68 — — = 8-1-12 15-3-4 23-7-7 8-1-12 7-1-8 8-4-3 Plate Offsets(X,Y)— [2:04-0,0-1-151,[3:04-0,0-2-81,f6:0-2-0,0-2-8],[9:0-1-8,0-2-8],[1 1:0-3-0,0-4-41 LOADING(psf) SPACING- 2-M CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.39 8-9 >715 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.56 8-9 >500 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.99 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:133 Ib FT=10% LUMBER- TOP CHORD 2x4 SP M 30`Except' 10)Hanger(s)or other connection device(s)shall be T3,T4:2x4 SP No.2 BOT CHORD provided sufficient to support concentrated load(s)351 BOT CHORD 2x6 SP 240OF 2.OE*Except` 2-22=-2154/4219,2-23=-2175/4248, lb down and 321 lb up at 5-9-4,and 179 lb down and B2:2x4 SP 240OF 2.0E 23-24=-2175/4248,24-25=-2175/4248, 177 lb up at 6-11-4,and 179 lb down and 177 lb up at WEBS 2x4 SP No.3*Except` 11-25=-2175/4248,11-26=-2520/5310, 8-9-12 on top chord,and 365 lb down at 5-94,66 lb W4:2x4 SP No2 26-27=-252015308,27-28=-2511/5285, down and 22 Ib up at 6-11-4,and 66 lb down and 22 OTHERS 2x4 SP No.3 10-28=-2511/5285,9-10=-2512/5287, lb up at 8-9-12,and 1056 lb down and 457 lb up at BRACING- 9-29=-693/1511,8-29=-693l1511 9-5-4 on bottom chord. The design/selection of such TOP CHORD WEBS connection device(s)is the responsibility of others. Structural wood sheathing directly applied or 2-1-4 oc 4-9=-1332/771,5-9=-2459/1134, 11)In the LOAD CASE(S)section,loads applied to the purlins, except end verticals. 6-9=-1935/4390,6-8=-2227/1036, face of the truss are noted as front(F)or back(B). BOT CHORD 3-11=-518/1755,4-11=-403/685 Rigid ceiling directly applied or 5-1-13 oc bracing. WEBS NOTES- LOAD CASE(S) 1 Row at midpt 6-9,6-8 1)Unbalanced roof live loads have been considered Standard MiTek recommends that Stabilizers and required for this design. q 2 Wind:ASCE 7-10;Vult=170m h 3 second gust) 1)Dead+Roof Live(balanced):Lumber Increase=a 25 cross bracing be installed during truss erection,in ) p ( " 9 ) Plate Increase=1.25 accordance with Stabilizer Installation uide. Cas 11;Exp ph;Tcl.,GC Opsf;8;MWF.S(esf,velope Uniform Loads(plf) Cat.le er l D;and right ht exposed MWFRS(envelope); Vert:1-3=-90,3-5=-90,5-6=-90,6-7=-90,2-8=-20s REACTIONS. Ib/size cantilever left and right exposed;end vertical left ( ) 8 = 1915lMechanic Concentrated Loads(lb)al exposed;Lumber DOL=1.60 plate grip DOL=1.60 Vert:3=-242(B)16=-119(B)18=-119(B)24=-148(B) 2 = 2620/0-8-0 (min.0-2-3) 3)Provide adequate drainage to prevent water 25=:3=-2 2(=) 6=- 19(B) 8=-1 Max Horz ponding. 2 = 378(LC 8) 4)All plates are MT20 plates unless otherwise Max Uplift indicated. 8 = -794(LC 8) 5)This truss has been designed for a 10.0 psf bottom 2 = -1169(LC 8) chord live load nonconcurrent with any other live Max Grav loads. 8 = 1915(LC 1) 6)`This truss has been designed for a live load of 2 = 2620(LC 1) 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 FORCES. (lb) bottom chord and any other members. Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections. when shown. 8)Provide mechanical connection(by others)of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at 2-14=-4683/1984,2-15=-4851/2200, joint(s)except(jt=lb)8=794,2=1169. 3-15=-4752/2211,3-16=-5370/2377, 9)This truss has been designed for a moving 16-17=-5370/2377,17-18=-5370/2377, concentrated load of 300.01b live located at all mid 4-18=-5370/2377,4-19=-4171/1733, panels and at all panel points along the Top Chord 5-19=-4171/1733,5-20=-4850/2069, and Bottom Chord,nonconcurrent with any other live 6-20=-4788/2078,7-8=-361/124 loads. BOT CHORD 2-22=-2154/4219,2-23=-2175/4248, 23-24=-2175/4248,24-25=-2175/4248, 11-25=-2175/4248,11-26=-2520/5310, Nnia:al P:e;e Wt�(i1T«titx f:•e"A;E69F IlOhSR{h3i(1 r EiErtAt7ihA!i t fCXOTUYS(FSlCMrtV![I 1A(G7dl[OEYiAr ls:«.Tadrlft.?nAzsse:tn"11.1 Ots ne6is Tm!W113.N-j,10 OPIe!6!@«o!1.Imie n 11.16t«ne%dks?e nt.Udess s!k:.ist t'.:t{wRtF,A,telr 01TAt-1,lid'sW,he atdMti•fC hie test iselms;e;.aEx{a.aps•iler:�r 6rr:?;,6e sett etet?C4itrt;tssmughe«t.6?rdess:ee eal6?n�g«slaszdrin�ht!?sgedtn ve31x 5tss 4lfhAeei;77eeh,rNniPFi.ra.lesien n;ss7'�tt rlalm`;es?;sx `ih Anthony T.Tombo 117,P.E. ettr«tl dis lost les arr:!T=4t"»rrpetss`„^(dSe CKe?!,6e Uxpit ad:erttleytelrt+e{sl:lCa.rz,«ht?tdtdtt dt lr(,de R(altlt;nni AA'!i>3 u??wltrll.r.N sil«teld3eld4td al htileaRN?Imt,h;kslhatluq.tlei�t,u?:;e'ite¢l hang the�ltn:«?P�siml7t? ,",80083 t tie l.iitm![dsi{eesd(rdrt:tn.AOm?n;dwtuIc4elCtr«r..ssulhw.i*:usd6:Eaty(oxlntaSetd;idersE�.aa(:;tili>_elhirle:lSiAne«'xn«IYS+utll,ilce R41lae?tYe«;pay!if`stela.atl6ehss?Cexu„'sxsPe?yt(yueuufi«tsEr'edte�tr,�:ts 4451 St.Lucie Blvd. eQa.i;tl�d 1;des5xle�eeir{n q nisyh!s'i lztief Gnlet.Rt ina ptsip bru??is ti I rit Ealtiel(Ksipa,e tms Srsie«F��d ur hd!Aq.L,gBd9tf lot tre n itfieet it iFFI. Fo Pierce,FL 34946 (sP7{f9E1� 1016 A-1 Reolimsses�AetbeeyLEca�6o III,P.E.Reprcdatlieo cl l5is dommrabic anyform,isP?atibifed wittaulfEe xtuteo pemi<sioe trem Ad focl hestes�Aalhasyi.Tomlin Ill,P.E, Job Truss Truss Type Qty Ply 73468 CA Corner Jack 18 1 AO121197 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 11:51:47 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-g43QRCZfv46FIcvYHg3nkLck7D?gNpwou6QzMvyclHg -2-0-0 0-3 8 i 0-11-11 2-0-0 0-3 8 0-8-3 i 3 6.00 12 ,s o 2 0 m o B1 0 � T1 3x4= i 0=11-11 0-11-11 Plate Offsets(X,Y)— [2:0-4-0,0-0-41 LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 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 FBC2017lTP12014 Matrix-MP Weight:6 lb FT=10% I 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- TOP CHORD joint(s)3,4 except Qt=1b)2=207. Structural wood sheathing directly applied or 0-11-11 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 accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = -43/Mechanical 2 = 402/0-8-0 (min.0-1-8) 4, _ -79/Mechanical Max Horz 2 � = 84(LC 12) 'Max Uplift 3_ _ -43(LC 1) 2 = -207(LC 12) 4 = -79(LC 1) Max Grav 3 = 42(LC 8) 2 = 402(LC 1) 4 = 64(LC 8) FORCES. (lb) Max.;Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11;Exp D;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)- his truss has been designed for alive load of 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. ,I %'eNry tlnse dmydp,ael,?rlfe'dl rOCT IiLYSSi SNFI'}6(r9e(RUIS d[PFtiPC6y fDs1UMj i@�'}L(rSDk1FDuNEMP fxx.fe-ap Stile ia,aam ed toad oMes pttrsl!,ss D,spaDlLYlr;iTrv;,d IM AasG;T.Icase DI,C.E.ItINeu,y�241 A',!,Lle.DLIeSt LILNYIs1 sltld IatleIDD,sa'p tluT,tu,c,arplces s4ill!<LseIfebUD n he Wt At.Tms Desgo Bprxx{I.e,S;t:idl;lig"n;,tat*0 to PITH repeserts Le ca;1s Llt6,Ildnslnd LeyYe;IryryusUilopk:tle 1EVpdtN slQeTms lapae(wh TDDu1(,Lver IN.lGe ksp,simpiin.6dmp<ehnn:,sritAllry r,�tse,l,yis insss!, tglli,y is 0e res x!iNlardCeO.,eu Ile D.uis oabmrd L;Wulk rnitin Uui ce!,wtlz m,hLl olta lK,o::S;a(Hc 6!dywY nie ad(�I.➢e des lae(DD,aa n.neu,sedn:Tnss.ma,6 t;�iv.mn e.i,snDmii ud wig st>tlt�r!es.il3�a.d Anthony T.' 80083 III,P.E. «80083 ne tr:deppes.,re!,rf Qt.•,Cal.dlE n4ssLlaaesrsND rsl lie prmtus®d;ea:ln:sdtl:lnllig(L paemsdap lai:n,an{tt11,pNist<d yp l7l rd SAfAnenl iex,dtirp,nnal�:/sue lFrl hSns'le:rp,s!yD:aes spar:,:si!faLrssDeslHer,l!essDes:ys upia:ernl irtss Nndi:u!er,ass 4451 St.Lucie Blvd. Ck[Mse lili,dlpe`uS40 e}ti[l apenm6e;Ipol;,rt sln;,Lei 7feTmsCeslDSEryteer is MCL rapap Deli;aee,rtT•L!s sps'!a iyneertmrSLaxry.All iq;.1:,4-1-seem acrid bTrlf. Fort Pierce,FL 34946 (opprigbiK)201dA-1RoolTmsses-AmbonyHomballLP.E.Reprodueiono(Ihisdocumen(,in any form,isprobibbedwithaut the written Eermission from A-IRoDiTrusses-AathonyT.Tombo III,P.E. Job Truss Truss Type Qty Ply 73468 CJ1AP Corner Jack 2 1 AO121198 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.210 s May 18 2018 Print:8210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:48 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-I GdoeXaHgOE6vmUlrOaOGZ8uScNP6GAy7mAXuMyclHf -2-0-0 0-3-8 -11-11 , 2-M 0 3-8, 0 0-8-3 3 4 6.00 12 2 B T1 Y 1 4x6= 6 0-9-13 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2 >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-P Weight:6 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 3)Gable studs spaced at 2-0-0 oc. BOT CHORD 2x4 SP No2 4)This truss has been designed for a 10.0 psf bottom BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied or 0-11-11 oc 5)`This truss has been designed for a live load of pudins. 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Rigid ceiling directly applied or 6-0-0 oc bracing. bottom chord and any other members. MiTek recommends that Stabilizers and required 6)Refer to girder(s)for truss to truss connections. cross bracing be installed during truss erection,in 7)Provide mechanical connection(by others)of truss accordance with Stabilizer Installation uide. to bearing plate capable of withstanding 100 lb uplift at joint(s)except at--lb)2=242,3=160. REACTIONS. (lb/size) 8)Non Standard bearing condition. Review required. 2 = 420/0-8-0 (min.0-1-8) 3 = -160/Mechanical 6 = 11/Mechanical LOAD CASE(S) e Max Horz Standard 3 = 64(LC 1) 6 = 79(LC 12) Max Uplift 2 = -242(LC 12) 3 = -160(LC 1) Max Grav 2 = 420(LC 1) 3 = 132(LC 8) 6 = 22(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 2-6=-84/259 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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) 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. i5ewei flnsetlmgHrrliiatk'A 113tt TIDS52(iEfti,t6(D911 TEIMS&CMITIGNS(DSIDMj M,"S51CWW!t!W Ism lnar 6,00 jmi '!Sitd fte+?OAn.14S11n1.3mvD mnj(Irv, ith In(Hrl.bYhPI,Rrd.-4,1W4..5.oes"nFtlL1lL StdN SG itug,S@] Mkort7iq!L!Le sirlllimifuto TDD reien!LL At rims Deildi ElDw(U.Sp Idly f.VCLSI,fl:ffdllit/TDOferftSMSrtH(FJ.^.f;l Ott,Ift1mind"!'evag!1noklllf S'It,IE lid[it szHpTO?Sd-p-Mn11t TOO edr,vie1?Yd.rG L•sq,ss-p—hoh;uitlans.sntolrry Anthony T.Tornbo III,P.E. C.t LIPL'SI"S"F'IILr1.1bliSPlt1tSPH!111Ih 1IC!!Jal?f.l(IOwA?ISfa'RII LIW nlltlklldlli DlSlr[S',OIIP:L11?!I II IS91C,9?I:.9d ti!!?Sldlald�tdr¢f rhl.lieglrould lye 109 to-field nL Ott!TnrL.i.Wq ka�lgr1mi!,WOW..wluon dill b is wpoi:!IT 0 580083 IEle+lli]J?Slisi•LN r1P'ICq?.dl iFTr na itlel(a nl Mt ifaual®rii,d?III?S II IItlnldig(teiCLMSdtry lil'afi5ilTCf iirl?ridEi Til ild SSG lRtii4lxSlM intfi!Fdne lrrl ditCtia?.lSiYSiirtllnddi:!eSkleTlirl DtSlSLrnT:P15 DL1 i'VJy>•nL9i TRSSH3AAi^f!!f.{Rlfi 4451 St.Lucie Blvd. 1'I—o'ISFlSSd if.WrtdLjItH®LBLf—fligIfdt form t,,i ILfitI sl)VslStsf iilllfisNOTL'21A.bittS1i,e,LSTa!SSyf.!nE 4mi.erl.d4,3. Fort Pierce,FL 34946 (opyrighl02016A-IAooffiusses-AotbaayT.Tombis III,P.b.Reproduoiaaof ibis domment,in any form,ispmbibitedwithemlbewrinenpermission from A-IRcofTrosses-Anthanyl.Tomto III,Bl. Job Truss Truss Type Qty I Ply 73468 CJ3 Comer Jack 16 1 A0121199 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:49 2018 Page 1 I D:pZB3Gg ui PCN Ee_6 Vd EjXHVyg?b E-mTBAstbvRiMzXv2xP55Fp mh4dOh5gQ5 MQv4Roycl He 2-0-0 p 3$ 2-11-11 2-0-0 3- 2-8-3 3 6.00 12 0 - N 1 2 81 v 4 3.4= 2-11-11 2-11-11 Plate'Offsets(X Y)— [2:0-0-0 0-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 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 FBC2017ITP12014 Matrix-MP 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 except at--lb)2=164. TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. 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 accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 83/Mechanical 4 = 392/0-8-0 (min.0-1-8) 4. = 19/Mechanical Max Horz 2 i= 150(LC 12) 'Max Uplift 3: 1= -68(LC 12) 2 = -164(LC 12) Max Grav 3 = 83(LC 1) 2 = 392(LC 1) 4 = 46(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and GC Extedor(2)zone;cantilever left and right exposed;end vertical left exp6sed;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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 6vubp-nrrr+as+ynrr>•bwtle'Ad loci TUSSISCi11in wait AcogrA1Gtiff1110Mj EG9]'ilfli?I[Y"��SdElf:'Inr inDi 9sdp in+aden vnl re:denl!sor llisL+ss 9esyx lrniay{RTi;+�lfs Aariuil.issl+i t.f.idnene lltetMbre e!s.DdesscDenisa datee+vtleIDD,tmy N Tekoere erf[255iliE uuiter eT)Dlau+dL Afeirns Deslf+hp xH{I.e,$ei+flr 63u!t >tednver7DD ayaws¢¢un vadGe praLvU+d erg!eeerl+f rzynsll!larb;ie ln!€ve'M<sxieTn @r+,aed+enrroD+dr,a terTt�t nxt:penaNim.l+�apu+anx sm+lDry Anthony T.Tombo III,P.E. cl ne dais Tms3r+ry tdiii+p it lie sespx!ililnedti Dsur,tk O.nis"horuth;dKlfe ldidin Desiire,nik rxhddlh+IP(,arat ache bud la:d eg nle vdfM1l.Th+rdpmd da+TDDudmfidi vxda+inss.bd+6gR^iiiq.mrge,ashlidix ud Mr gshdiMY+re!rwU3:'.:hd .".80083 ar!eadDe:gxrirm,n.m�sr:tnnbaeroor>tarpaints'dprdn:sdaernikyfr¢pcvedid 1*r.4W9jdh5GdkpltlwdllUiwdswdtgrm!pidas_RA90r3,a:+rpsys.rrsWManVaemssmdp+er,l:nsOWpEpa•r 1Tmss&Avgw,W:so 4451 St.Lucie Blvd. sYrMse rrfurAlpaie>t•Wep,er9apn o.muglr dlpr:rst+e6d TheTnsstasabl+en is OTb WhIcr4gaer,rrb:sSpan Spur ear Srdfird.Allr�;d�alhros ne as ddv>e 1a111I. EOtt Pierce,FL 34946 Copyright 02D16Adleaf Trusses-And ayT.Tamba111,P.E.Repmdudionofthisdommeni,in any form,ispiobihitedwitbeotthewrinen permission homA-]Roo(bosses-Anthonyl.Tomb III,P.E. Job Truss Truss Type Qty Ply 73468 CJ3AP Comer Jack 2 1 A0121200 Job Reference(onfional A-1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17411:51:50 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXH Vyg?bE-EflY3DbXB?Ug93d7ypcUL_EFNQ22aAgFb4fezEyclHd -2-0-0 P-3$ 2-11-11 2-0-0 2-8-3 3 6.00 12 Se O O 2 71 J Y B1 Jim 1-0-0 2-11-11 - , LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 4-5 >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:13 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5) This.truss has been designed for a live load of BOA CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING-TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 2-11-11 oc bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ROOT CHORD p T 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 100 lb uplift at joint(s)3,5 except Qt=1b)2=220. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I LOAD CASE(S) Standard REACTIONS.All bearings Mechanical except Qt=length) 2=1-0-0,5=0-3-8. (lb)-Max Horz 2=150(LC 12) Max Uplift All uplift 100 lb or less at joint(s)3, 5 except 2=-220(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3,4,5 except 2=387(LC 1) y FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; Cat.II;Exp D;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 8t MWFRS for reactions shown;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/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, YEs�y-Wrote fa>'Esjx�rir.Ew Rt'1rEgE❑gS5Lsr5FiEtl'},»salt iEUS56:DNG!rWNi EG11CYrrU!Ei"i(C3GptEGEk!fT`tA.rua'!k;�ysne'as ttl SillltlttNRif TftlS Gage kfsioY„DOIpT h!t�e„syS.tsAHGr.:.tF'rier.Ssitllehre ast. E`.e;t s�xtsist t'CLE FUR{1cG,iFI+ t, rl,Ittix teLbt rhitf th•fli tslihtls lb lE IL ICIl Elf I'tit aEFrd EartF!irlit.SrlfYT rEjY.tlLR<i1FI¢6LFr 1.�14 ti1miCE'(!r19te9ER!rL1H3FLY:fer:n NuJ tLIfYJi}:Ht¢(!(!�Slr¢Et fat LillE iml5 dtyl;ttnS;T:91tlt,TLiN Sn l,]lt rt1196 LSSFt�'RQihl�TL4f-J¢C;±Y!FE.`'Ih Arittiort T.Tombo Ili P.E. mle!t Ei Rlf lafslfltxr Lx.;9j ii;:tftSsCaf:n':rydi's Caxs;,hi giFfl flilEN:LA erte!IS dt Falsg(vapt:,iF rx(rief'tk RC,Ri RC tAfRt IH!I9YdlifltElf w92PI-I.Nespied lit 1(6FE0ml Sitli'!tfl Ri Ims,adm'"+ERIIt3j,Wnp:ILSe�an 6iE?PJII SStII e!AtiP:fiESli`II'i 0. Y r Rrl•dfu GEii it�l riLani(.AG83AS SFl ti1AR!Ta'v tet@II ttL^.tlSt!(G.S::ENdLE.FrC Eea HiY Slelf lE&M$:aE7;SG 11L'1MI Ei;FI uI S!(Atlt ltiNtrftltX ittFFt u{OIL.rTfIL!PA!flltiE311¢SRiG`!SL'1II+IMiflilr:SSS Ci{Ip1N:rteil bKi 3IE JtEfbllfliS�fE[ILf'4tt.�!t5S "80083 ' 4451 St.Lucie Blvd, ttivw€;te€dl;LEtFafa tjlitl¢Tttii FLi3.g6y s fznitt uRdtl.letTllSf Gtsip Etq�ft!LII[Gi Rtrti.Irier OtSISEtGet YIMSSySIM Ee_F!n LS R!EIAfq,181¢rllahitt lt;a!ventafiLdetN�t. .(opyrighf02016A-1 goof Trusses-AnlhonyT.lembo III,P.E.ReproduaianalIbisdetumtot,in any letm,ispsahibiledwitboul the mittenpermissiao from Ad Roof Masses-Anthony T.Toorbo III,P.E Fort Pierce,FL 34446 Job Truss Truss Type Qty Ply A0121201 73468 CJ3B Corner Jack 2 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 11:51:50 2018 Page 1 ID:pZB3GguiPCNEe-6VdEjXHVyg?bE-EflY3DbXB?Ug93d7ypcUL-EFNQ?1aAgFb4fezEyclHd 0-8-12 -2-0-0 & 2-11-11 2-0-0 2-2-15 0-5-4 I 4 6.00 12 _ 2x4 II 3 D 7 � 2 ° 6 g2 5 3x4= 1.5x 6 1.5x4 II 0-8-12 2-11-11 0-8-12 2-2-15 Plate Offsets(X Y)- [2.0-4-4 0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL1 10.0 Code FBC2017lrP12014 Matrix-MR Weight:15 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 3)'This truss has been designed for a live load of BOT C HORD 2x4 SP No.2*Except* 20.Opsf on the bottom chord in all areas where a 132:2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING- bottom chord and any other members. TOP CHORD 4)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 2-11-11 oc 5)Provide mechanical connection(by others)of truss purlins. to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)4 except Qt=lb)2=164. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizerinstallation quide. Standard REACTIONS. (lb/size) 4' = 81/Mechanical 392/0-8-0 (min.0-1-8) 5-. - 22/Mechanical Max Horz 2 I = 150(LC 12) Max Uplift 4 = -67(LC 12) 2 = -164(LC 12) Max Grav 4 = 81(LC 1) 2 = 392(LC 1) 5 = 44(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=410/76 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=S.Opsf;BCDL=S.Opsf-,h=14ft; Cat.11;Exp D;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. a.!dep-r r.n�e,rerr=.lr+re'air�D;a:�ss,rurrlurvttnrussrorDmeDsnslDxtu9a'{1.;1MD8ED;NfM'brzrerttk nrmemNenml deNxnS slnsDriV 0-hilTr4Rrrii1l16.11.T.holi.Lfefu tRseq,,AencDdess ku+iu lutl!TDP,ay WTf'tuuerter inks Sed;Nrstefrr tte TDDl9 Se eeliL As eTrau Defiir GpLSH{I.I.SfKI1Djhowe,i'es Lonny TOO ltitmtdt rem13S31:f wilt 1'ensluderinserlrp uspnf0ildoM,ImIP Ffttt scfFlfr:se?'f!14like ADD edj..V*UR N letipnmfnpDlm,lredEpmAnrn,scinnt Anthony T.Tornbo III,P.E. e�esedrisTms4a.TGi!ingist9e resiu4lil.ydsx D.ur,tle0wuissnSari±el.ped e;ne ldifin Desiia±,mfieadeddlu it 9e Y,;®18ebid ha:d n,rdi.1 MI.Tse ipp uIldtse TDD.Nrey Nei -80083 ' uatrl!e.p0es pa±rrifta:-.Cs!.m'r.esu'an.l&iDDui lsii�rtes os p.lelues lllpeteuu.ir#p:9±m Sdery laermeontCV;ir!rstedk7lA ndStfArterelrarelfrr perm!p�dn�IPN��s'leleir@'6 pDJl.f alh3efdle T!IflDtdpOR,1!mf DeS:p.F1ltCel s9t Tf.sSYdp{I±h!lr;R'Li 4451 St.Lucie Blvd. rx aMan lr.1"fa1.rieedquIrwmiplldlrm:KmeldBIT,,%CUP 111vrls1101th Win i-pim,rrlesSir-,.4±ee eat 0019.All r4u:±ethrmsnecltaeriolrlL Fort Pierce,FL34946 (opyrijbf02016A-1Ro.f Trusses-AmbonyI.Tombo116p.f.Repiodudion ofibis document,in moyform,is probibiied without the written permission from A-1 liniltesses-Anthony Moab 111,1`1 Job Truss Truss Type Qty Ply 73468 CJ5 Corner Jack 6 1 A0121202 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 MTek Industries,Inc. Mon Sep 17a 11:51:51 2018 Page 1 I D:pZB3Gg u i PCN Ee_6 VdEjXH Vyg?b E-i rlwHZcAyJchm DCJ 1N W 7j u BmQ6gJOJ dwOpkOB VgyclH c I -2-0-0 0-3-a 4-11-11 2-0-0 3 4-8-3 , 3 6.00 12 0 0 m'- N N N 2 e• S 1 6 6 - 4 U4= 4-11-11 - 4-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.08 4-7 >762 240 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:19 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BOA CHORD 2x4 SP No.2 to bearing late capable of withstanding 100 lb uplift at BRACING- 9 P P 9 P- TOP CHORD joint(s)except(jt=1b)3=139,2=180. Structural wood sheathing directly applied or 4-11-11 oc purtins. BOT CHORD LOAD CASE(S) 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 = 175/Mechanical 2 = 479/0-8-0 (min.0-1-8) 4 = 61/Mechanical Max Horz 2 = 218(LC 12) Max Uplift 3 = -139(LC 12) 2 = -180(LC 12) ' Max Grav - 3 = 175(LC 1) 2 = 479(LC 1) 4 = 90(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf-,BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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. Suaiq PluseHcnyyrrs+ier!3e';d 13Cr nl.SSEss OECl,6 all,falls(Qp 11106K CdsTDN{L109�i(LMDh:rD;NENi Inn-TeA77lGgruaaJers od rel9 eMesnlhslns De:p 9iariytrP;:jul!F.t Altlu77.i�lan rLld—e Simi(h!v,ee.Udess f&m.isl sltlll aetle IDD,u'p U1L9ueetnetrY.essl9l'r.uedhrr[t igDfaeelaliL 4!eirus Cesipfepfse¢e:$e:ldn Fitlu�;,3!rdnurlDD repefertsurrlp;�:ell ltr rrafnslud erEefs:mgr!yn9liWrhrAe lrs.pt<ttets:epl ins Fe+all raise iDO ulr_n/u1r41.Ite(luga af!mpieu.ticfsgmtinru,niulilry' Anthony T.T ornbo C�ail11!kl lnfS�t!rOrrtYllilP if!9!rlSrlaSifilMa(ClDvi?I,fFfDn!jflaA'Ilel y^e>f rlk tnlliee Dlfifn!,nNltllLu elfi l?;,u:3;adtle 6tdla'{n cede ulfiFl.11rr;nu;ef!fe lDD ul nr rylld ase dfil Tnsc ltialalf;}n!erf,lesb ltlua udkersg l5ilih!i,!re!r'A e;i!h Ir III,P.E.ICerol'[e�0es-re!la flmaGr.dL'um;ebtlfil rtNDD MIie r�iuscl ii!6e!f el!la lnlln(fe:m:tl SAe lrannin 2(�lHnEd 171 ul Srq er.uLmrlLhi nml sne�lrfl elDufklrls m!4Dliesn!&es M�eLrs!Wsi u6i!ess8es: +800830083 1 r f 7 r 4 3 a FE j }!]pL`tlMlrn!SN.TP/a. ,f£ASf 4451 St.Lucie Blvd. eleMuldu!llre GSN apedefre ie ariliq lTdlrm:fs iu9lel lleTnss Ceoafagiaeers ACT Ce Eoeaal Cf;yaeyul;a!sSk:n Eyiaaerdar S+ilti�r.Allr�ndnrQhrus tlenldael(a11FL Port Pierce,FL 34946 CoppighlD2D16A-IRoofTiusses-AndonyT.Tombo111,P.I.Repradustienof this domment,isGnyform,isprohibiledwifhcunbewritteo permission from A-I Roof Trusses-An1hD0YLTomho III,P.I. Job Truss Truss Type Qty Ply 73468 D01 Half Hip Girder 1 1 A0121203 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 11:51:52 2018 Page 1 ID:pZB3GguiPCNEe-6VdEjXHVyg?bE-A1 sJUvdojdkYONnW4EeyRPJbdEYG2yjX208k17yclHb 3 10-10-10 14-1-7 i 2-0-0 3- 10-7-2 3-2-13 i 4x6= Dep�;p�q0 Dell.=1116 in 3x4— 1 13 1 4 15 1 5 6.00 12 11 w i I i 10 2 B1 ae 18 19 20 7 21 22 23 6 1 3x4= 6x6= 17 4x4= 7-11-5 13-9-15 111-1r7 7-11-5 5-10-10 -3- Plate Offsets(X Y)— [6:0-3-0 0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) -0.22 7-9 >747 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.29 7-9 >577 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MS Weight:77 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2`Except` NOTES- T2:2x4 SP M 30 1)Unbalanced roof live loads have been considered BOT CHORD 2x6 SP No.2 Standard for this design. WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vert:1-3=-90,3-5=-90,2-6=-20 BRACING- Concentrated Loads(lb) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; TOP CHORD Vert:3=-176(B)4=-86(B)12=-86(B)14=-86(B) Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Structural wood sheathing directly applied or 3-8-2 oc 16=-90(B)19=-89(B)20=-42(B)21=-42(B) purlins, except end verticals. cantilever left and right exposed;end vertical left 22=-42(B)23=-43(B) BOT CHORD exposed;Lumber DOL=1.60 plate grip DOL=1.60 Rigid'ceiling directly applied or 8-2-5 oc bracing. 3)Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.O psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)`This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 64 = 1222/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 1269/0-8-0 (min.0-1-8) bottom chord and any other members. Max Horz 6)Refer to girder(s)for truss to truss connections. 2 222(LC 42) 7)Provide mechanical connection(by others)of truss Max I plift to bearing plate capable of withstanding 100 lb uplift at 6 — -579(LC 5) joint(s)except(jt=1b)6=579,2=553. 2 = -553(LC 8) 8)This truss has been designed for a moving Max Grav concentrated load of 300.01b live located at all mid 6 = 1222(LC 1) panels and at all panel points along the Top Chord 2 = 1269(LC 1) and Bottom Chord,nonconcurrent with any other live loads. FORCES. (Ib) 9)Hanger(s)or other connection device(s)shall be Max.Comp./Max.Ten.-All forces 250(lb)or less except provided sufficient to support concentrated load(s)336 when'shown. lb down and 307 lb up at 5-0-0,104 lb down and 147 TOP CHORD lb up at 7-0-12,104 lb down and 147 lb up at 9-0-12, 2-1 0=-1 78 8175 0,2-11=-1800/840, and 104 lb down and 147 lb up at 11-0-12,and 103 lb 3-11=-17331851,3-12=-1649/673, down and 148 lb up at 13-0-12 on top chord;and 351 12-13=-1649/673,13-14=-1649/673, lb down at 5-0-0,55 lb down at 7-0-12,55 lb down at 4-14=-1649/673,5-6=-325/63 9-0-12,and 55 lb down at 11-0-12,and 56 lb down at BOT CHORD 13-0-12 on bottom chord. The design/selection of 2-17 800/1547,2-18=-808/1562, such connection device(s)is the responsibility of 18-19=-808/1562,19-20=-808/1562, others. 7-20'-808/1562,7-21=-687/1305, 10)In the LOAD CASE(S)section,loads applied to the 21-22=-687/1305,22-23=-687/1305, face of the truss are noted as front(F)or back(B). 6-23T687/1305 WEBS 3-7=-94/314,4-7=-21/900,4-6=-1655/883 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 ,Plate Increase=1.25 Uniform Loads(plf) �nty F!cn3as.zp".j rtaf.!st't reap Truts6j�Tt°a:F g.-!tTtt(T`[F74}`6 ibd�iTi7rTiY�riK�r{(!(r`{irE�klf(��:11 ii'4 rt u3!�fL�9FSt'fNi13 tR�/HtOdtt n t}�SrA53 r3lSltt[1..'tfiBF,�:.TFlE4t'�dE+YS]r T.T>AtlrLr..F{Nttn�ttt3thtt DY..'�..4.'t!i45Critf SR:tetb:�E�P,tAlr HfTtt(eaua!pld:f 516:p1Gt3letFr7!Th:hbt!fal.ASOt.4x1 iF4S0 rE}3krlld>Ftf.'yrG}'Y.'J,'+.Iht 3tdtttTj T4itEr'ti{Fi J3 t:(tPh6L4Ttfd Fdt3S4E72 NS�ttSrFefYhM.''!G?StYl d'2!SAjI2 T!R:SF',F4^:trtB�:T:'T BeIr,tPrYIr4I,TY�t3fjF tS3FIIjh53.:`F5SHr 5i:"tFi,!C.:.`ih Anthony T.Tombo II:,P.E. ttlneft ldtpmsla c{S*.ispat:�a:(cas:r,"!d6f C+:<.!,ht d+!$'s Esstwitt EgalnE!t.:dy KAfilttw'0*01(1 tit Ua!zlntlh lrup tclt afti!11.AfnpsfEld4!T 6atterf¢IfettAdt irss,u pmdf Fshigikx-evnF.d Mnvp ikll7l15l rFttfnnil'pd 80083 nel.ttu3 P!fipe!r mtitdra.�Fr.Allff!ts fd a+tu'afiM Fd3tsecros atgs:.ktfA".�!rCICt]rt3piatltt�ttt hlMkY:E9t::tll�eD�Ni�lr�({6F�$rat Cl:ftNlEffl;ergeed piicxe.1111 d!fha lit!e:ensr il:'::fiEd tF11139I�iT.tSS.F:MC:.aS3 t<L'31rF�tEtU Oft iflSS�R914f'Ftt,lOilSS 4451 St.Lucie Blvd, du.:"VA h,E lltGaA 1ptd+pts if nH14 ij 01,Plitt Gnl!ti.€tt Ta5s Nsip Isom is ko;fntrtiltiq 6!sip mV Tw s!si'm fn!K dxe;ltafiey A tspil3lii l It;a;um 1*e i isN"I, For`Pierce,rL 34946 fu t ht 2016A-I Roof Aethan Lltmbo111,P.E.Re ioda:tionoflbisdesumeat,inanylmm,s tnbibittdwilhoutthewtitfen etmissionfronnA-IRoofbusses Antha::T.1aa=6nIII,P.E. RYA 9 Y P t P R Y Job Truss Truss Type Qty Ply 73468 D02 Half Hip 1 1 A0121204 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 1711:51:53 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-fEQhiFeQUwtPDXMiexABzcsigduBnJ7hH2tlaZyclHa -2-O-0 Or3�8 7-0-0 14-1-7 2-0-0 0-3-8 6-8-8 7-1-7 5x6% 3x8= Dead Load Defl.=1/16 in 3 11 4 6.00 F12 10 tMt 2 o- 12 6 13 5 3x4= 3x4= 4x6 11 7-0-0 14-1-7 7-0-0 7-1-7 Plate Offsets(X,Y)— [2:0-0-12,Edge],[5:Edge,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.27 5-6 >611 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.36 6-9 >472 240 BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017TFP12014 Matrix-MS Weight:67 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2*Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP M 30 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING-TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 2-2-0 oc and farces&.MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 BOT CHORD pT except end verticals. 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-8-12 oc bracing. ponding.4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5 = 757/Mechanical bottom chord and any other members. 2 = 955/0-8-0 (min.0-1-8) 6)Refer to girder(s)for truss to truss connections. Max Horz 7)Provide mechanical connection(by others)of truss 2 = 290(LC 12) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s)except(jt=1b)5=317,2=351. 5 = -317(LC 9) 8)This truss has been designed for a moving 2 = -351(LC 12) concentrated load of 300.O1b live located at all mid Max Grav panels and at all panel points along the Top Chord 5 = 757(LC 1) and Bottom Chord,nonconcurrent with any other live 2 = 955(LC 1) loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-10=-1058/678,3-10=-927/693, 3-11=-824/774,4-11=-824/774, 4-5=-703/706 BOT CHORD 2-12=-791/833,6-12=-791/833 WEBS 3-6=-210/399,4-6=-825/869 NOTES- 1)Unbalanced roof live loads have been considered for this design. �IiP3p r`t0it tm!{:p]�rilllfX ifd r r()ritOiSES'i 51:r1.e:�Fifl i;UAi d iCrD7L`Yi;DSFDY�G➢U�.irtJkISDEU,:.IT tt'0.rtih lfY�..gYBktttll tk!tt3!lilt$pt I:IS t1i556esye 4tsi±g^DD n!'u u'in+i.it�1t Iii,P:.r:,erat!i]t!1}f1Btt Pf:. E:f?S u`:1t!riSf f`cttQ E9�uf iJD,31�r Nuet B±�±tYt rMes±�7ge.atlMS±tPhke±ed Es±l•n;".r miaga?er(s pmir�gatet}14e sed et upt.D,e>'r±ss arcrybe:_' yftntkca ey a+et:g espasa:hM L,Gsi7±dt tioyit ite:s lagih/eo :lCJBth,BeF eli11,r:lesigF±rxsyea;:n:vp ax:;seet?e}+in kithon T.Tombo 111,RE:. etlB?±ist ilupuadfw..,ur. "It' I BiktCm,Se Sstr's t!le??.zt3 tgt lBr eSr'}s3:'+`�<tBir,t^fr,['df IILL•f2:al,.ztln.6lapetla eBlirld.il±t9g'o±el�'4±1:7 acleBS GtIl B;±f:d±inx,i±t-3�tl;slB.rt:B .:rt±elS;nci Sasll C:a?;zp�n.il't e!. Y�80083 dtrBDdughsigB?rAl:F±ttd]bI.lD281±5SeitB�?±EaiD6�'„frBiNit51G!§rS;ircRSt2tRtlef:tyrBzpBBPnSd?tfeltasaxatE3ip'?:skl±.ifietlSi<Avt?t'etextf!':vlecretratext.Rl-i!?!p?s>§ete;Nand`sscgla±sBlS±iki3vBiC1?t3C:l;f?rEftttE(Tlitfif}fBtfilt(:"eN,Rt':i3f Zt tl}enB's's!r'ix/hetfdtxltsn:d+puhBrig6fsipelirbnitl.3elustDrsipfe,.eef:i.t¢ihtrtillhgDisigxr.f?`:ensSrslecfgtff;;BieBrkiitlp.riBgil±lirlL+;�eesufiul4iF+;. 4451 St.Lucie Sfvd. For:Pierce,FL 34946 (epy;igCi�oilgl6A-1 Roof imsses-Ael6onyi.i�stbe III,P.E.A!pesdudioncllhis document,ia any lurm,isprnAibitrdwiffiauuktxlitleo-pwmitsiae from A I Roof Uutses-Aalfio-uyT.Torbn III,P.E. Job Truss Truss Type Qty Ply 73468 D03 Half Hip 1 1 A0121205 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 11:51:54 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-7Q_3vbe2FE?GdhxuBehQWgOxW1 FhWg5gVidr6?yclHZ -2-0-0 OT3T8 9-0-0 14-1-7 2 0 0 0-3-8 8-8-8 5-1-7 5x6 7::� 3x4= Dead Load Defl.=1/8 in 3 11 4 6.00 12 10 2 N/� 9 2 I 1 as 'e 13 14 12 6 5 3x10= 3x4= 3x6 II 9-0-0 14-1-7 9-0-0 5-1-7 Plate Offsets(X,Y)— [2:0-5-0,0-1-71,[5:0-4-4,0-1-81 LOADING ll SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.18 6-8 >928 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.27 6-8 >631 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:80 lb FT=10% LUMBER- TOP CHORD 2x4 SP 240OF 2.0E`Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; BOT CHORD 2.6 SP Ill Cat.11'Exp D;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;end vertical left exposed;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 6-0-0 oc DOL=1.60 plate grip DOL=1.60 purlins, except end verticals. 3)Provide adequate drainage to prevent water BOT CHORD ponding. Rigid'ceiling directly applied or 6-0-0 oc bracing. 4)This truss has been designed for a 10.0 psf bottom MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live cross bracing be installed during truss erection,in loads. accordance with Stabilizer Installation guide. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0'wide will fit between the 5; = 757/Mechanical bottom chord and any other members. 2 = 955/0-8-0 (min.0-1-8) 6)Refer to girder(s)for truss to truss connections. Max Horz 7)Provide mechanical connection(by others)of truss ;2 = 357(LC 12) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s)except at—lb)5=309,2=354. 5 I = -309(LC 9) 8)This truss has been designed for a moving 2 1 = -354(LC 12) concentrated load of 300.Olb live located at all mid Max Grav panels and at all panel points along the Top Chord 5 = 757(LC 1) and Bottom Chord,nonconcurrent with any other live 2 = 955(LC 1) loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard TOP CHORD 2-9=-551/0,2-10=-905/490, 3-1 0-'734/509,3-11=647/640, 4-11=647/640,4-5=7737774 BOT CHORD 2-12=-'578/603,2-13=-656/656, 6-13=;656/656 WEBS 3-6=-i 83/480,4-6=-859/865 NU ES- 1)Unoalanced roof live loads have been considered for this design. p'aiz+r•Rwt�!uss�l ndf.t4e'A uar auur?;?:t:.m„sE�lutmus t,ono:mrseflrow;W!ET^t;rfoauoswerfrm.te!9y!?s¢tyreaHds wlswd ldw as riisTsas Wdp keslq 06tvadl:Vie.*.�t F.Iaam iP.lt.rf�frle Stets Itsnt rse.lk`e:s anw.is4 uf!e6m3f IEO,veh „ lilheafMlldfssk!IleadsttrrfLhkesCiholms6esEaFaT"veer;i.e..SrerrEc7vwL6esedlu�yr6!fyassmwfioeadsr;fnseafyiuesslrcspusfr!hG!sdspdrsseyleTnssd:ri2drRlEJedr,eelxIto.Thioillusnrw:IsslolonsMs.m"_uh AithonyT.Tombo III,P.E. wIw}dddllm{Illery r>fRT'i'm'.flfrSCS"%`f dsteGix!,Cw 6xµf'Se!It11'Itl}r}dwd3lR=:3j6ln; ,ll Gr: fC,f rttlst,tke Rtaltk latltl!Ifvq tfls aai irll,Ttl gpndl•d;i06 eet otfiddlstfFdE T(ffS;h:,c;2r9ll/IAr.{1nCjf.14S1dttQ�S!t(�r tEtll e!0.+flS'NfilllSj� T 80083 ' tilt ttus Plsigef avlflmxtec AEws—Is-In Nta,dtlf smmas Wt%U'toe.b+Gq(astwroSdi!IdasaS=oa(TS pi45:l4itlta Stu ere n`foulb?Jerd 1,4m.Pot le!rnstieff;yusiSiLts ed tries ol3±T!t<.sCu:nw,TmsBavfs[e�eftai?msprzlfmS>er,avass 4451 St.Lucie Blvd. fpwwi;e reTmif,*}Rfhxsepeed qw it rrdy strain 4rd!d.tG foss Dfsip Efyi!ff is i5i faddl(aq 6aiSrw,e!'!nsSNea Ec:cdm N3£ey,lulinruii>:a!:austtnrihtfli. For Pierce,FL 34946 (upytiol2016A-1 Roof rrusses-ArthanyLlcoshe111,P.E.Eepmdu;tioaolthisduament,inonyfolm,isplobinedwiltoul the wfirenpefmiss ItemAd End Trusses-Anthony LToe:bo III,P.E. Job Truss Truss Type Qty Ply 73468 D04 Half Hip 1 1 A0121206 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 17'11:51:54 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-7Q_3vbe2FE?GdhxuBehQWgOuQ1 EkWsHgVidr6TycIHZ -2-0-0 0,3r8 4-9-2 11-M 14-1-7 2-0-0 0-3-8 4-5-10 6-2-14 3-1-7 4x6 m� 1.5x4 11 Dead Load Defl.=1/16 in 4 5 6.00 12 12 1.5x4 VV 2 Nt3�•, y i r1 2 1 14 7 15 6 4x4 3x4= 6x6= = 8-0-11 14-1-7 8-0-11 6-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.32 7-10 >526 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.40 7-10 >419 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:79 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; WEBS 2x4 SP No.3 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) BRACING- and C-C Exterior(2)zone;cantilever left and right TOP CHORD exposed;end vertical left exposed;C-C for members Structural wood sheathing directly applied or 4-4-14 oc and forces&MWFRS for reactions shown;Lumber purlins, except end verticals. DOL=1.60 plate grip DOL=1.60 BOT CHORD 3)Provide adequate drainage to prevent water Rigid ceiling directly applied or 5-2-15 oc bracing. ponding. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)`This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 2 = 955/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 757/Mechanical bottom chord and any other members. Max Horz 6)Refer to girder(s)for truss to truss connections. 2 = 425(LC 12) 7)Provide mechanical connection(by others)of truss 2 Max Uplift -342(LC 12) to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b)2=342,6=334. 6 = -334(LC 12) 8)This truss has been designed for a moving Max Grav concentrated load of 300.01b live located at all mid ' 2 = 955(LC 1) panels and at all panel points along the Top Chord 6 = 757(LC 1) and Bottom Chord,nonconcurrent with any other live loads. FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) TOP CHORD Standard 2-11=1 224/814,3-11=-1 093/830, 3-12=-796/448,4-12=-656/462, 5-6=-331/80 BOT CHORD 2-14=-1245/1064,7-14=-1245/1064, 7-15=-372/336,6-15=-372/336 WEBS 3-7=-578/817,4-7=-423/642, 4-6=-701/788 NOTES- 1)Unbalanced roof live loads have been considered for this design. sere)�ri!s;ths±agi'.p±tr,?�t!!'E;iCdr 7➢tSES,SEi:r?,SfsfEs!IftkS E fC'AD715NSftirCA;^MR"..r1�6ffi1[DESS:RT`,!!¢im�',r!!i:t£ps£ae.:rs wl±eta vtfes to tlis lt�±ss M:Ip 6rsieT;DDta35:k`:�j t.r±aic 6 P:.h`ueut S1tetYtSe!!n:.�:a±£ss e3exis4 s£t`:N!¢;54TD,tel. AlfaSASt£fkl piM sf49f£eud1IX 3El IC213 I£±dit E3l r!H1 fiy3fd]1E!£tlit..SP[L-I.''P[ID�£!t11k•!1L�.WQ7 r4ii1fP'titM.i�Y1£jkt4'0.ltF•Pl1i'FE➢f+ijYNi6,�!£SriERth r£t�-te±iirid R?31]rIt ISP351`rl.^tCM$dI�B[I1,P43NIPpl,rf:�i513£t53SSj^-WS;fd 3l:pE3;16''f4.`.'`:ilp Anthony T.Tombo Ili,P.E. ftEe3lNI33 it St tSS e2 rE:�v A3 e3»y tt fYm?fit L"t D44£,�e DYA!t S£Nfl(':I4d.rtele(£rR p B'Y';,it l;i!f1'Ei£i41I{,lkf lft4'&to'S.t!EE9I 13�riA;tCd±0.3I1PI-I.TD:i)pl5lil t T�:}6t{R7{fllls:f Ei l}t r(L'},q( 5I'.E,+yflii,il£Ct.33S�E.`H fflf Cl9j tllll l!;JI;l:PS Si;I'iP ,180083 t7Breilai£r Dtil�El Hr rldtu74t.All Wts W 14 m- N'WN t!!CllStkd§t'e;i:LtS Otfa WErI(a)—fSlHjiAmsr:oa(T;Ssyi=-si!!4:?i ell SEcf ae;uxevctl:'x I-driiuY.ir419±!n±she±e;pwiiif_»s ml9dusd3l has±ein:t:`tnS I?Sps hs�£hfa/?tiSS Nofelf!"r:tl,RvlSS 4451 St.Lurie BIYd, dkax'st dt!alifrtlahel etttef qcs iEFt=p6pe pans b£drd.-�r1153D£S1jSftrttf!IS EQrftreiidnrDtSiTttl.t±T1152 rr1lt4 fttntr lltn,E£;lrler.3ii£iplirliitl lYiS IX£11 dih!£e(E'sP,?. Fort Pierce,FL 34946 Zh L- 3 ht02016 A-I Real Trusses-Anthonytomha Ill,P,E,Re tsdulion of Ibis dooment.in anyform,is wilhoul the 1n11ea emission Item A-I Rea bosses-Anthony.Tubs Ill,P.E. PY�9 Y V Y r F Y Job Truss Truss Type Qty Ply 73468 D05 Hip 1 1 A0121207 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com 8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:56:46 2018 Page 1 I D:pZB3G g u iPCN Ee_6VdEjXHVyg?bE-abdSB RBCUyngfZGOlzwuLPU qV Ituwz9pf7Ll M4ycl D? 14-1-7 -2-0-0 0.3r8 6-4-11 , 13-0-0 2 0 0 0.3-8 6-1-3 6-7-5 1-0p-0l 3x4= 4x6 6.00 F12 5 Dead Load Deft.=1/16 in 4 w5x10 MT201-!Si 1 , 3 vu$ T i �o i 6,0 11 I 2 01 14 7 15 6 3x4= 1.5x4 11 6x6= 6-4-11 13-0-0 14-1-7 6-4-11 6 7-5 1-1-7 Plate Offsets(X Y)— f3.0-4-12 0-3-01 (4:0-2-0 0-2-8] [5:Edge 0-2-0] LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.37 6-7 >451 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 6-7 >361 240 MT20HS 187/143 BCLL, 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 6 n/a n/a BCDL� 10.0 Code FBC2017/TP12014 Matrix-MS Weight:73 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30'Except` 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T3:2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3'Except` and C-C Exterior(2)zone;cantilever left and right I W3:2x4 SP No.2 exposed;end vertical left exposed;C-C for members BRACING- and forces&MWFRS for reactions shown;Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 6-0-0 oc 3)Provide adequate drainage to prevent water puriins, except end verticals. ponding. BOT CHORD 4)All plates are MT20 plates unless otherwise Rigid ceiling directly applied or 5-5-13 oc bracing. indicated. WEBS 5)This truss has been designed for a 10.0 psf bottom 1 Row•at midpt 3-6 chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. -cross bracing be installed during truss erection,in 6)`This truss has been designed for a live load of accordance with Stabilizer Installation guide. 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 REACTIONS. (lb/size) bottom chord and any other members. '2 — 955/0-8-0 (min.0-1-8) 7)Refer to girder(s)for truss to truss connections. 6: = 757/Mechanical 8)Provide mechanical connection(by others)of truss Max Horz to bearing plate capable of withstanding 100 lb uplift at 2 = 493(LC 12) joint(s)except(jt=1b)2=320,6=406. Max Uplift 9)This truss has been designed for a moving 2 _ -320(LC 12) concentrated load of 300.01b live located at all mid 6 = -406(LC 12) panels and at all panel points along the Top Chord Max Grav and Bottom Chord,nonconcurrent with any other live 2 = 955(LC 1) loads. 6 = 757(LC 1) FORCES- (lb) LOAD CASE(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard when shown. TOP CHORD 2-11=1161/538,3-11=-947/554, 5-6=-394/397 BOT CHORD 2-14=11 0 62/956,7-14=-1062/956, 7-1 5=11 0 6419 52,6-15=-1064/952 WEBS 3-7=0I458,3-6=-100011115 NOT 1)Unbalanced roof live loads have been considered for this design. t(an q•Peots 5aRA11110o 6e'%;10 TIMIS'STfun E(N[M VMS VONDTTIONS[L'ACM;tURCj:[NN9k1[DSU.[51":ea.ra6ykcpsyshaHxs es!seslvtlts xhit Lns Deslgs ke•iegpDDl W 4e Dr!?mt i.isagsQ.Pl.ldaarzSSettgetas ase.kSess65a*ise srt!e1 role TDD,s+h kN?stronefhr gldes tksC le aeEhrSe SC�hlt rdiA is rl!essuelnSgSur{is.,Sgari:T(egsal,he seEneFpi's'7,e er tmrsegmao!i!!Y:dnsiazeryhaesigrnpsav htes!rE!sipada!u3lh ises A.pL^!ln�Tgsdy nla lfFl,lNed sigtnsear'an'wf�se:5ess;s 5h Anthony T.Tombo 1Ii1 P.E. ed.s:7Mtlntlnxpt gis6src.pw =rydk!Cm,h!Ussr'ssdtt !1tS!e1u:b C�dw,h6e!�at?dt11G6s6Cddttndlatlfng,lmlin-I.TtsapnddEeSJBsdaJdc[rs:ddeinss,hc ceg�llug.slats,ezrarsedLrtegs4vil!!a!m[zsiit d 180083 ' lisp.DlugGesig.xdGatrnc�Inv!, MIfi:!uwh!x;Nssdil'neJl.ues oft.NuCwFK'T—tesrp[vga!aneTnsstlueh[sa,w':!ss 4451 St.Lucie Blvd. ASa.r kSul Nps Gshx1 sp!eegwie!rsg4r!4plirsb!d!ai.[Netass Fags EegTet!isE?i 6s lollhg Desiptt,e:T,nifntea(sgzca slst[IsNGy.1'sspihli.Jl.asrn ssddnd"a iFrl. Fort Pieree,FL 34946 (opyrighl02016A-1 Roof yrusse;-AribuyLTomho III,P,L Rep,odortionofAisdotumert,in any lmm,ispsehihitedxilhaulthextittenpuffAision from A-1 Roo]Trusses-AnlAony1.TomhoII P.T. Job Truss Truss Type Qty Ply 73468 D06 Half Hip 2 1 A0121208 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:56 2018 Page 1 ID:pZB3GguiPCN Ee_6VdEjXHVyg?bE-3p6pKHglnrF_t-5HJ3jubFUCOrv?_pJ7z06yAuyclHX -2 0 OOi3 8 6-4-12 13-6-0 1ti-1r7 2' 3P-8 6-1-4 7-14 - 3x4= 4x4 11 Dead Load Defl.=1116 in 6.00 F12 4 5 5x10 MT20HSI- 1 f 3 V.V. L or 11 co 2 BI 61 13 7 14 6 3x4= 1.5x4 11 6x6= 6�-12 14-1-7 6-4-12 7-8-11 Plate Offsets(X Y)- [3:0-4-12 0-3-01 [4:0-2-0 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.37 6-7 >449 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.47 6-7 >359 240 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:74 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30*Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T3:2x4 SP No.2 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; BOT CHORD 2x4 SP No.2 Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;end vertical left exposed;C-C for members TOP CHORD and forces 8t MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 6-0-0 oc DOL=1.60 plate grip DOL=1.60 purtins, except end verticals. 3)All plates are MT20 plates unless otherwise BOT CHORD indicated. Rigid ceiling directly applied or 5-5-15 oc bracing. 4)This truss has been designed for a 10.0 psf bottom WEBS chord live load nonconcurrent with any other live 1 Row at midpt 3-6 loads. MiTek recommends that Stabilizers and required 5)*This truss has been designed for a live load of cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a accordance with Stabilizer Installation quide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 6)Refer to girder(s)for truss to truss connections. 2 = 955/0-8-0 (min.0-1-8) 7)Provide mechanical connection(by others)of truss 6 = 757/Mechanical to bearing plate capable of withstanding 100 lb uplift at ' Max Horz joint(s)except(jt=1b)2=318,6=420. y 2 = 498(LC 12) 8)This truss has been designed for a moving Max Uplift concentrated load of 300.01b live located at all mid 2 = -318(LC 12) panels and at all panel points along the Top Chord 6 = -420(LC 12) and Bottom Chord,nonconcurrent with any other live Max Grav loads. 2 = 955(LC 1) 6 = 757(LC 1) LOAD CASE(S) FORCES. (lb) Standard Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-1 1631541,3-11=-948/557, 5-6=-393/398 BOT CHORD 2-13=-1064/958,7-13=-1064/958, 7-14=-1066/954,6-14=-1066/954 WEBS 3-7=0/459,3-6=-1007/1125 NOTES- 1)Unbalanced roof live loads have been considered for this design. 9'tt Fete 5rseyilr mlex P.s'i;IFgr iIOSSES;Sit!Et^.--.`.6Ersl TEi44t EGk01IWNS(6ir011j rU!(I";A:Lipiil[ObV 51'h:a.rnd!iw;'j ut;usWten!ellsu@is T sDeep N,igrV)of A-u[`.mr T.EtitN R 11.rd I't,skal 10"teY...i't!t65CYIS4 STItQ 0 14 100,W. kirtttmumt rll:s sddl Itrota;i l[taftfrid,lit l:iii Wm bghurfi,Sj-q Etp'"G At Stdomy MI'Vissxsm mptsnu a"_s rRttfsias?4afnwi;g wpo'ltlrt 4-duip d ftlaflzLsss lyred n2 t5.0t,cede IN,fetdniranssar'tm,kofaf tx:ats;;"iMAitr Anthony T.Tomt�a l[i,P.E. W.st arts;hus lit aT I.Abl d^r'4.'ire-f dfi,N"?,6,coo'sO.rnl qW.,tttteR-;0Y!iMA6eft lee..A,ll A,lr M Nalllb;i4=1TH-1.IN';o.10:EDat or l;tldat d rit Tnss;inttzx4:Wlq simrt.t:mesas kvm3 SWI it*;t"pisAii'f d , 80083 ZtCtd.dfufPtuyendrteexte..tdadtssefMo3:i eed2tpeceresfg:`atsd2tte'Gsr(�ytetlSertrrMrtza�al;3GFei=aedi.iFladSt(Aaetl�aMYfnedriMt R41dt!ces5e!t;NssiiJ_nmflAi:sd;i;L•ta6s;:g:s:hfsst:sys�}ueaafTrnsWalat':ret,xiss 4451 St.Lucie Blvd. s2e>Fse fe'�N ITa(ahrJ ar+eedgwkn gET s;rcetsfnrNd.f4Lnsi Ptrp batre is Utfit Mldnr Dnipa.e T4nsSTslea[n84r:dx;!«7Ger.Larili@�l4ai sandtrrctehi%1. Fort Pierce.,FL 34946 (epytigblC2016A-1 Real frasse;kAmyT.temEo111,P.E.Repiodurriunnl[his daiumeat,in any loim,isgmbiliMwlibaul the written peimissiee[rem Ad loaf Isusses-Anlbony1.Tor-bo111,P.E. Job Truss Truss Type Qty Ply 73468 D07 Half Hip 2 1 A0121209 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:51:57 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-X?gCXchwY9NgU8gTtnE78SONBFFFjFFHCgrVjKyc]H W Oi3 8 6 4 12 13-6-0 1A-1r7 0-3 8 6-1-4 7-1-4 -7- 3x4= 3 4 6.00 12 11 6x6 y 2 W3 n Ei n i ito 10 I ' 0 12 6 13 5 3x4= 1.5x4 11 6x6= 8�12 14-1-7 6-0-12 7-8-11 Plate Offsets(X,Y)— [3:0-2-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.37 5-6 >448 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 5-6 >361 240 BCLL' 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 5 n/a n/a BCDL' 10.0 Code FBC2017RPI2014 Matrix-MS Weight:70 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30*Except* 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) T2:2x4 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; BOT CHORD 2x4 SP No.2 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) WEBS 2x4 SP No.3 and C-C Exterior(2)zone;cantilever left and right BRACING- exposed;end vertical left exposed;C-C for members TOP CHORD and forces&MWFRS for reactions shown;Lumber Structural wood sheathing directly applied or 6-0-0 oc DOL=1.60 plate grip DOL=1.60 pudins, except end verticals. 3)This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live Rigid ceiling directly applied or 5-2-2 oc bracing. loads. WEBS 4)`This truss has been designed for a live load of 1 Row at midpt 2-5 20.Opsf on the bottom chord in all areas where a MiTek recommends that Stabilizers and required rectangle 3-6-0 tall by 2-0-0 wide will fit between the cross bracing be installed during truss erection,in bottom chord and any other members. 'accordance with Stabilizer Installation guide. 5)Refer to girder(s)for truss to truss connections. VZ 6)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 1 = 769/0-8-0 (min.0-1-8) joint(s)except at--lb)1=226,5=428. '5 i= 769/Mechanical 7)This truss has been designed fora moving Max Horz concentrated load of 300.01b live located at all mid 1 = 446(LC 12) panels and at all panel points along the Top Chord Max Uplift and Bottom Chord,nonconcurrent with any other live 1 = -226(LC 12) loads. 5 = -428(LC 12) Max Grav 1 = 769(LC 1) LOAD CASE(S) 5 = 769(LC 1) Standard FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10==1183/597,2-10=-995/614, 4-5=-393/397 BOT CHORD 1-12=11127/1006 6-12=-1127/1006, 6-13=11127/1006:5-13=-1127/1006 WEBS 2-6=01464,2-5=-1061/1188 NOTES- 1)Unbalanced roof live loads have been considered for this design. A`ney•P:tostrm:sealt irate tie'%'s rC9f iIUSSR{'S!l!:rl..:!DtitlrL4i t.OMDiGMi.FIfiY�rUt[I",I;KE7a'UDSYi57'`:!'n.redr L!s:tsrrnr.as a!t�±daelts nikis igts Oesits 6t'siep;tDDttal±9:iI i.rtmh A'.P..rF:erteniSttl ldert art.±Ets a:k!rist tthr ea�tlD,aeh I �ITFiipAt(Rt rldtl dlg fl iS�fW tIt lG h{±tda Asa 1w Curet Fefatgpe,ipr>?Elapts lie uda ayrVie"S�sm+:tgret 0,etr:d:5sitet.t,}zeet rosrmd•31:tr1n 4z Ltsipda±ti39ty irc:sltgi^etea�tt tdr,udx7tFL r3:i:sirsts;satTt»:Iw7iy xC'iet::se. :'itr Anthony T.Tombo III,P.E. esf a.tdt4t ina6t exr daq tsStntrtss:!Lyd6F Csm,ht Cxtn's alkwze3e{etiWCAs'Lz7 Gtn'�se,he Yttta'tCddt 11f,6e 4iadf latl>atltiagrtLtaali!Id.TDt e7pndd4t16afar dtlL exdtEl Trat;uth%..'sailitp,tMegt,iat;ttitesLl:nny sltD It as;t:pasi6il;sa'. ;;80083 ' ct t:DfWr PFsipeatf4euxfar:Allantss044.fel RIIr?IM.ti3ttti,.i.It`_.iTd#4"o.15,7".C":M:?.SE.ip!,," .#*..,Iwf.,Ttt,�t5t 4451 St.Lucie Blvd. anasss k'e±d lyt RahtD aaxttlerte is n_:g6y s7reets kadtd.i4 inss Darya Et tt is�fftt{alfuy Dnigtr,er'ttss f;ilw Ea�;:atarda;lclGvD,Ltgittli�l hasartntfiulu7Ftfli. Fort.Pier<e,FL 34946 Copyright D2016A-1 Roof fmsses-Anthony T.Tombs 111,P.E Reptodaryionofibisdetumtot,in any lmm,ispohibitedwilhoo{tile,WrittenFeimissioa from Ad Real Dosses-AntbonyT.Tombo III,P.E. Job Truss Truss Type city Ply 73468 DO8 Half Hip 1 1 AO121210 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 17,11:51:57 2018 Page 1 I D:pZB3Gg uiPCNEe_6VdEjXHVyg?bE-X?gCXchwY9NgU8gTtnE78SOPtFGlj8H HCgrVIKyclH W OT3f8 6-1-8 11-8-8 14-1-7 0'3 8 5 10-0 5-7-0 2�-15 ; 4x6 1.5x4 II Dead Load Defl.=118 in 3 JA4 6.00 rl2 11 1.5x4\\ 2 ri i 4 2 W3 10 � 1 i 0 13 6 1415 16 5 3x4 3x4= 6x6= = 7-5-13 14-1-7 y 7-5-13 6-7-10 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.79 Vert(LL) -0.28 6-9 >589 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.38 6-9 >440 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MS Weight:77 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x4 SP No.2 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; WEBS 2x4 SP No.3 BRACING- Cat.11;Ex D;Encl.,GC i=0 18;MWFRS(envelope) ) TOP CHORD and C-C Exterior(2)zone;cantilever left and right Structural wood sheathing directly applied or 4-8-7 oc exposed;end vertical left exposed;C-C for members purlins, except end verticals. and forces&MWFRS for reactions shown;Lumber BOT CHORD DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 5-1-7 oc bracing. 3)Provide adequate drainage to prevent water ponding. MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. 5)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 1 = 769/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 5 = 769/Mechanical bottom chord and any other members,with BCDL Max Horz 10.Opsf. 1 = 397(LC 12) 6)Refer to girder(s)for truss to truss connections. Max Uplift 7)Provide mechanical connection(by others)of truss 5 = -366(LC 12) to bearing plate capable of withstanding 100 lb uplift at Max Grav joint(s)except at--lb)1=244,5=366. 8)This truss has been designed for a moving - 1 = 769(LC 1) concentrated load of 300.Olb live located at all mid 5 = 769(LC 1) panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live FORCES. (lb) loads. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 1-1 0=-1 143/657,2-1 0=-1 054/672, Standard 2-11=-959/708,3-11=-826/721, 4-5=-323/56 BOT CHORD 1-13=-1099/966,6-13=-1099/966, 6-14=-294/255,14-15=-294/255, 15-16=-294/255,5-16=-294/255 WEBS 2-6=-541 f776,3-6=823/831, 3-5=-702/826 NOTES- 1)Unbalanced roof live loads have been considered for this design. YnaaP.�nx 3t±1sTi!r Mits t'a"1;IFgF i10SSE5 i Sik!i^.gtiTiAt 7:Ltli t igt0!ltJXi tCiiiN;t4'tl"lttd7Kl[DEdt1'rAr fe0.kly itp;'I—etes xi)xi ttlx x tus rx1161:ip r:ttigtt0Dletd tn!45.1 T.h.k V1.I4'ftxe Shil St!)fe)1o.id.:fi g--itb itw.-A Two,Itly Hlitt«¢1nt0 rz1S:I's6,enhtk"I tnlD;p httlt{SA ll awl!HS,i'tiG xt6lisJxfR{sYenSiittft'>g'IaEj'.Dftl.LlS1f lefsd.�xlR,p 5l.e'Dtclf^tCtibt9!?tfk t6ait b4:IdSehRtl{•a0.1d P.!t!'etall)tdflag!tlemldTll.TkYn3pittal{t!(.tU15DIit1dalhIeiit!tA!dtrinst,u11rx1ixdiul.s!uct,it.s"cix¢74:ac3d;p7tP!mPxsiSiiha'. Anthony T. Tombo III,P.E. ZEtitt-A'sNip".1f'o'A'. ist:ssrtbdn!3tR:xlStrt*afte1pu4!xts06i1,Xi(i:).wSf.45kf'&GCtt(Inl)1'410d11T!WSti—'ttbb(tj!irI f:ilswleA'f.TFIAvtP.sllt!ii)H1Ri�:f1C�tSN-15!L'f?b Ei��,a�ixtlEfY}t?bfxgLI'm, lkdiLWx.W!f1f -80083 dimilt hex/hitxhrJ red .it k a f•tTmlis4!«t ldldnth:�acb:!pis Stilt.rtl!xn11 p1j4gsif,lD l,jDliiel P.;:asat bs itfixtiQHi. 4451 St,Lucie BIA. h 1 Point dttt Tleata Da t- Fort Pierce,FL 34946 (cpy;igh)v2016A-i lost hisses-Anthony LTombe III,U peptodultiondthisdomment,in any icim,isptohibitedsri!bsurlbswinamFamission Item Adpon!Lusses-Wha LTombo III,P.E. Job Truss Truss Type Qty Ply 73468 HJ1 DIAGONAL HIP GIRDER 1 1 A0121211 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 16:25:09 2018 Page 1 ID:pZB3GguiPCN Ee_6VdEjXHVyg?bE-aY82sc33Cbb?3Eou7OJ6UCwo2yviOwQ1 Xxbu2EyehHO -2-9-15 3-2-14 2-9-15 3-2-14 3 9 4.24('12 N •' ./ t (7 /' 1 1 -' 12 4 / 6x6 ii 10 11 4x6 3214 3-2-14 Plate Offsets(X,Y)-- 2:0-5-5,01-1-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.02 6 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL' 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:25 lb FT=10% LUMBER- TOP CHORD 2x4 SP 240OF 2.0E NOTES- 12)Hanger(s)or other connection device(s)shall be BOT CHORD 2x6 SP No.2 1)Attached 4-3-2 scab 1 to 2,front face(s)2x4 SP provided sufficient to support concentrated load(s)366 OTHERS 2x4 SP 240OF 2.0E 240OF 2.0E with 1 row(s)of 10d(0.131"x3")nails lb down and 567 lb up at 1-4-8,and 366 lb down and LBR SCAB 1-2 2x4 SP 240OF 2.0E one side spaced 9"o.c.except:starting at 1-11-3 from end at 567 lb up at 14-8 on top chord. The design/selection WEDGE Left:2x4 SP No.3 joint 1,nail 1 row(s)at 7"o.c.for 2-0-0. of such connection device(s)is the responsibility of BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) others. TOP CHORD Vasd=132mph;TCDL=5.Opsf-,BCDL=5.Opsf;h=14ft; 13)In the LOAD CASE(S)section,loads applied to the Structural wood sheathing directly applied or 3-2-14 oc Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); face of the truss are noted as front(F)or back(B). Struct Struct. cantilever left and right exposed;end vertical left exposed;porch right exposed;Lumber DOL=1.60 BOT CHORD plate grip Rigid ceiling directly applied or 10-0-0 oc bracing. designed LOAD CASE(S) ne 3) Truss deesigned for wind loads in the plane of the Standard MiTek recommends that Stabilizers and required truss only. For studs exposed to wind(normal to the 1)Dead+Roof Live(balanced):Lumber Increase=1.25 cross bracing be installed during truss erection,in face),see Standard Industry Gable End Details as ,Plate Increase=1.25 "accordance with Stabilizer Installation guide. applicable,or consult qualified building designer as Uniform Loads(plf) perANSI/TPI 1. Vert:1-3=-90,24=-20 REACTIONS. (lb/size) 4)Gable studs spaced at 2-0-0 oc. Concentrated Loads(lb) 3 = 43/Mechanical 5)Concentrated loads from layout are not present in Vert:8=373(F=186,B=186) ;,2 = 320/1-5-0 (min.0-1-8) Load Case(s):#101 1st Moving Load;#201 2nd 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left: 4. = 138/Mechanical Moving Load;#301 3rd Moving Load;#401 4th Lumber Increase=1.60,Plate Increase=1.60 Max Horz Moving Load;#501 5th Moving Load;#601 6th Uniform Loads(plf) 2 1= 174(LC 31) Moving Load;#701 7th Moving Load;#801 8th Vert:1-2=90,2-3=58,2-10=-10,4-10=36 Max Uplift Moving Load;#901 9th Moving Load_ Horz:1-2=-100,2-3=-68 3 = -65(LC 8) 6)This truss has been designed for a 10.0 psf bottom Concentrated Loads(Ib) 2 = -500(LC 4) chord live load nonconcurrent with any other live Vert:8=36(F=18,B=18) 4 = 407(LC 28) loads. 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right: Max Grav 7)`This truss has been designed for a live load of Lumber Increase=1.60,Plate Increase=1.60 3 = 330(LC 23) 20.Opsf on the bottom chord in all areas where a Uniform Loads(plf) 2 = 513(LC 44) rectangle 3-6-0 tall by 2-0-0 wide will fit between the Vert:1-2=27,2-3=41,2-10=-10,4-10=36 4 = 313(LC 27) bottom chord and any other members. Horz:1-2=-37,2-3=-51 8)Refer to girder(s)for truss to truss connections. Concentrated Loads(lb) FORCES. (lb) 9)Provide mechanical connection(by others)of truss Vert:8=91(F=45,B=45) Max.Comp./Max.Ten.-All forces 250(lb)or less except to bearing plate capable of withstanding 65 lb uplift at 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left: when shown. joint 3,500 lb uplift at joint 2 and 407 lb uplift at joint 4. Lumber Increase=1.60,Plate Increase=1.60 TOP dHORD 10)Load case(s)4,5,6,7,8,9,10,11,12,13,15,16, Uniform Loads(plf) 2-7=-703/925,7-8=700/936, 17,18,31,32,33,34,35,36,37,38,39,40,41,42, Vert:1-2=24,2-3=10,2-10=-20,4-10=26 2-8=-455/577 43,44 has/have been modified.Building designer Horz:1-2=-54,2-3=-40 BOT CHORD must review loads to verify that they are correct for the Concentrated Loads(lb) 2-10=851/628,10-11=-851/627, intended use of this truss. Vert:8=151(F=76,B=76) 2-11-8501627 11,)This truss has been designed for a moving 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right: concentrated load of 300.01b live located at all mid Lumber Increase=1.60,Plate Increase=1.60 panels and at all panel points along the Top Chord Uniform Loads(plf) and Bottom Chord,nonconcurrent with any other live Vert:1-2=7,2-3=-7,2-10=-20,4-10=26 loads. Horz:1-2=-37,2-3=-23 Concentrated Loads(lb) Vert:8=201(F=100,B=100) Continued on page 2 i tlesap•pmse3reca}t!p nt;e»Nt'A1 tCOF aUSSEg(SP it'}w+E111324St(OYO:`tipY1C[1iCH(tIJ'ECji(rtANliO"eR`5E'tua.Pefiltii Ertfeitr.tad real utet Ee Nis tEns 6esip 6trit{;;Dlitaalh:tEYaap T.haMLrf.rdette:i3tet3efttrn!.Wes 0—ai vOtt mat FQ.tel. wieYtamn+rl>ova{etEaEtr ie_Nien-e Anthony T.Tombo III,P.E. P «80083 rtltte Wais(msktm7 dag Es"..ensitas ydat 6eee,liro.en s:n:fnitrtaaaett n.x,rrnt;EeE>:arv�ncnt¢(ldtklIXEl nl'lny:iitml't{E.Tkr>fnald�.L9 tdnr 6e�,sdae rnn,�s.^ai>..nAy.sEse^t s. ,n alkeflrysicY>:a.;e:tatmd.-rd Zt ertatuYN j HCl(tm5kf.L¢2 IISI tAO T C{ ntCanl{4YR i0 a){Lt3(t JRl SS If IFP)&fiR(j Up KCeli flLISMAIXt Yntl X{M:il(ti%L T!FET f t:Eiy f1111I::nOIrM tE YT:H3VEU4L.tItSICt jE E(iK>e195SN I Ek.El3f 4451 St.Lucie Blvd. tatrciit 1e�t1Y+e(tehxl t£retd qm R n2aq h i;rtiFti inet!d.(st Tfns 6esiie Eej2t5t 15 40i Nt{ti1M{EtESi(Ett.t TE)i S!StlR Ertesdm,kr,16e1,f i apflelieile:asm n[t(ne!ititld. - For[Pierce,FL 34946 (npytigbt02016A-]RaalTrusses-Anthony1.Tembe10,P.E.AepmdattionofIbisdaument;inanyform,isptahibiledwitlaulihtwlineepeemissiaa(temA-1RoofTrusses-Anl6onyMamboIII,P.I. Job Truss Truss Type Qty Ply 73468 HJ1B DIAGONAL HIP GIRDER 1 1 A0121212 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 17,11:51:59 2018 Page 1 ID:pZB3GguiPCNEe6VdEjXHVyg?bE-TOnyyliB4mdYkSps_CGbDt6rw2lOBEvZf KcnDyclHU -2-9-15 0-3- 4-5_11 2-9-15 3 t3 4-2-3 a 12 4 3x4 4.24 F12 3 �4x6 N �IU 1 6 1 6 � N I B1 i v , i _d j 15 16 5 3x4 13 14 1-5-0 4-5-11 1-5-0 3-0-11 Plate Offsets(X,Y)= f2:0_1-8,0-2-0)____ ._... LOADING,(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.04 8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MP Weight:32 lb FT=10% LUMBER- TOP CHORD 2x4 SP 2400F 2.0E 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) BOT CHORD 2x6 SP No.2 Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; OTHERS 2x4 SP 2400F 2.0E Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); LOAD CASE(S) LBR SCAB 1-2 2x4 SP 2400F 2.0E one side cantilever left and right exposed;end vertical left Standard SLIDER exposed;porch right exposed;Lumber DOL=1 eft 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Left 2x4 SP No.3 2-3-5 Plate Increase=1.25 BRACING- plate grip DOL=1.60 Uniform Loads(plf) TOP CHORD 3) Truss designed for wind loads in the plane of the Vert:Uniform Load,5-6=-20 Structural wood sheathing directly applied or 4-5-11 oc truss only. For studs exposed to wind(normal to the Concentrated Loads(lb) puriins. face),see Standard Industry Gable End Details as Vert:11=373(F=186,B=186)12=-3(B)16=2(B) BOT CHORD applicable,or consult qualified building designer as Rigid ceiling directly applied or 10-0-0 oc bracing. per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. MiTek recommends that Stabilizers and required 5)Concentrated loads from layout are not present in cross bracing be installed during truss erection,in Load Case(s):#101 1st Moving Load;#201 2nd accordance with Stabilizer Installation guide. Moving Load;#301 3rd Moving Load;#401 4th Moving Load;#501 5th Moving Load;#601 6th REACTIONS.All bearings Mechanical except(jt=length) Moving Load;#701 7th Moving Load;#801 8th 2=1-5-0,2=1-5-0. Moving Load;#901 9th Moving Load;#1001 10th (lb)-Max Horz Moving Load. 2=203(LC 32) 6)This truss has been designed for a 10.0 psf bottom Max Uplift chord live load nonconcurrent with any other live All uplift 100 lb or less at joint(s) loads. except 4=-119(LC 8),2=-503(LC 4), 7)`This truss has been designed for a live load of 5=-170(LC 18) 20.Opsf on the bottom chord in all areas where a Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the All reactions 250 lb or less at joint(s) bottom chord and any other members. except 4=345(LC 23),2=591(LC 45), 8)Refer to girder(s)for truss to truss connections. 2=313(LC 1),5=339(LC 28) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at FORCES. (lb) joint 4,503 lb uplift at joint 2 and 170 lb uplift at joint 5. Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)This truss has been designed for a moving when shown. concentrated load of 300.01b live located at all mid TOP CHORD panels and at all panel points along the Top Chord 2-10=-837/1113,10-11=-833/1124, and Bottom Chord,nonconcurrent with any other live 2-11=-589/760,2-3=-759/1040 loads. 11)Hanger(s)or other connection device(s)shall be NOTES- provided sufficient to support concentrated load(s)366 1)Attached 4-3-2 scab 1 to 2,back face(s)2x4 SP lb down and 567 lb up at 14-9,and 366 lb down and 2400F 2.0E with 1 row(s)of 10d(0.131"x3")nails 567 lb up at 1-4-9,and 48 lb down and 68 lb up at spaced 9"o.c.except:starting at 1-11-3 from end at joint 4-0-6 on top chord,and 8 lb down and 42 lb up at 1,nail 1 row(s)at 7"o.c.for 2-0-0. 4-0-6 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), &nayP'tsu!ittii�;tiff[fit Ii 160f ir�1SSES'�SHT:_M,ryIITEtU.$6iC'+PTg11S E6i1iR!MEI�{(ee�ptE6lY:1r:'NO.r}I;t!!}Siy}TFSt!flitA!}t}lU1tl N14il1A51 MS(jeP'ivitr(IOOi[M5!1E:40]JT.T!.^31�rE,(F`:N}R(!S1}!}Sltct}it!.Eft;;43;E-�ik S'31N C9�9 TD.NIr }�ATteua}}rirrlms,10Iti;a� Tr nit}a!a}t}!et;:a:ir,ttrii<.;nri tie"in}} ie�rr�rt<H5461�!RLRMrIh}i'}S j.N],H(L81D IttS!lt llOAPi IIPTR:}I'.ri l� ITitlr,tlElHIPtI.Ti?1ty611i3f:a t6hl tE1;!P! h AnthY on T.Tombo III,P.E. ttltl}EII}i3 Tti!f lil iF]li+!':Alei!E�.it:r[Q! TdLit Cw?L,fi}OYiNSRiei(itlirlelt!'i!E :3Ti2;.%,Ii}]}}L:FY.tiP.11TL IYi Ri fS�'.}INII IilltjitlSIItlTIII.II!itrli}iI�, Ii�Lee R}I1elli;}N4fi rfiSf;IVSIfEI�r.!}il[}Y.3t::Gi!!iR iE S"F.t]I SIIII r!A}ft!!J3!CIIY tS �80083 Zt Cirwllu!Piilsadieefrwni.11lmkiitltNa�fE3a!^„igicu}titrsud:cndl}t='€wtafiimSehlflclnxtu(Itfii,p=s`uNh?nulSlQenrQxeinlb.!urdtiiiix}.T?Ftle!mfhett;ga+reiL'"}}edlwe}d3}ixuCe;:hs:'+n}besyitepevu!"iafNudoe»u,utsf 4451St,Luciet?Ivd. 0-4,1p leaUftltp}d}neitn�gllr;!criaal!d.il}Tins6}iipf".itni fit lulfnl0miq.ff'v1m s!matil r:A}gtiaa:l.!?tgar:;atan!ausitnalirrtt. Pail St. ,Lurie Blvd. tepyght'C2016A-I Roof lruste;-AnlAunyi.Temba III,P.E.Rtp!adalionat this document,in any Imm,itpobibittilwiltout[he w,menpetmissioe Item A-[Roo!Itusses-Anthony I.Iambollt,P.E. Job Truss Truss Type Qty Ply 73468 HJ3 DIAGONAL HIP GIRDER 1 1 A012121 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:52:00 2018 Page I D:pZB3GguiPCN Ee_6VdEjXHVyg?bE-xaLKAejpr4l PLcO2Yvog15eumS lewf6jue49JfycIHT -2-9-15 Q-3 8 1-4-15 , 2-9 7 4A 1-14 1 2-&15 3- 1-1-7 1-4-8 2-2-7 4 4.24 12 1 15 4 14 2 13 En r c%r ea 189B3 1 6 2021 5 1 e 17 3x6 4x4= 2 8 7 4x4= 3x6 11 1-4 15 1,Q-6 2-9-7 4-11-14 1�-15 0-1-7 1-31 2-2-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.07 8 >860 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.07 8 >850 240 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.03 5 n/a n/a BCDL' 10.0 Code FBC2017/TP12014 Matrix-MP Weight:29 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2*Except* 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) B2:2x6 SP No.2 Standard Vasd=132mph;TCDL=5.Opsf;BCDL=S.Opsf;h=14ft; WEBS 2x4 SP No.3 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Plate Increase=1.25 BRACING- TOP CHORD cantilever left and right exposed;end vertical left Uniform Loads(plf) exposed;Lumber DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 4-11-12 oc Vert:1-4=-90,9-10=-20,7-8=-20,5-7=-20 2)Concentrated loads from layout are not present in puriins. Concentrated Loads(lb) BOT CHORD Load Case(s):#101 1st Moving Load;#201 2nd Vert:14=238(F=119,B=119)21=-1(F=-0,B=-0) Rigid ceiling directly applied or 6-0-0 oc bracing. Except: Moving Load;#301 3rd Moving Load;#401 4th 6 0 0 oc bracing:7-9 Moving Load;#501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load;#801 8th MiTek recommends that Stabilizers and required Moving Load;#901 9th Moving Load;#1001 10th cross bracing be installed during truss erection,in Moving Load;#1101 11 th Moving Load;#1201 12th accordance with Stabilizer Installation guide. Moving Load;#1301 13th Moving Load;#1401 14th Moving Load;#1501 15th Moving Load;#1601 16th REACTIONS. (lb/size) Moving Load;#1701 17th Moving Load. 4. = 128/Mechanical 3)This truss has been designed for a 10.0 psf bottom 2 = 415/0-10-15 (min.0-1-8) chord live load nonconcurrent with any other live 5 = 22/Mechanical loads. 'Max liorz 4)`This truss has been designed for a live load of 2 = 215(LC 39) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4 = -96(LC 9) bottom chord and any other members. 2 = -194(LC 4) 5)Refer to girder(s)for truss to truss connections. 5 = -73(LC 36) 6)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 96 lb uplift at 4 = 350(LC 25) joint 4,194 lb uplift at joint 2 and 73 lb uplift at joint 5. 2 = 538(LC 22) 7)This truss has been designed for a moving 5 = 353(LC 35) concentrated load of 300.01b live located at all mid panels and at all panel points along the Top Chord FORCES. (lb) and Bottom Chord,nonconcurrent'with any other live Max.Comp./Max.Ten.-All forces 250(lb)or less except loads. when shown. 8)Hanger(s)or other connection device(s)shall be TOP CHORD provided sufficient to support concentrated load(s)288 2-13=_827/688,2-14=-1111/789, lb down and 377 lb up at 1-4-9,288 lb down and 377 3-14=-919/548 lb up at 1-4-9,and 134 lb down and 63 lb up at 4-2-8, BOT CHORD and 134 lb down and 63 lb up at 4-2-8 on top chord, 2-17=-692/773,2-18=-601/857, and 25 lb down at 4-2-8,and 25 lb down at 4-2-8 on 9-18=-601/857,7-19=-178/254, bottom chord. The design/selection of such 6-19=-178/254,7-9=-1 391422, connection device(s)is the responsibility of others. 3-9=-442/579 9)In the LOAD CASE(S)section,loads applied to the WEBS face of the truss are noted as front(F)or back(B). 3-6=-488/342 LOAD CASE(S) Standard &nary rleEse9mgNT'.k.th'bl 13(F TuS5isrstu l6rall{TEIf158Opr.NI USIOACOT)11)(ActfgiNEM'Inn.intlpleCSRrneONRn mltetdeCKptlisl:Ksge:ga BF.viy{R6,Erlhe lCSurl.ienlau,tl.Mueae&N14arc Ke.Udeu RltmisR Cried RntleIDg,say W1Eimrcmrr'rEssS9;:?neffnrtt lNln6e RdiL lseimsUKgR hprceiit,Sse;IeCr FRtlNN,tl!aCnERylDgregresedsueFnpaa El Ge pC!vlRRd eernE!NgrsrnClCar:helKrcacl llest�eTnK k¢�RlretleTWNI},ndulrFl.Te eK!nnuaprcc,IRFtsgueNnxl.sEaEiOfy Anthony T.Tombo Ill,P.E. rJ Rse rlaST;rs4REr lEiltig is lie!espE!iNimdth0»a.IkOrnisE1��Fl reCnih rdragu'sxr,mCandECd(nIG,iR:Ealrie bEdkpla;nlE tsi Ill.De gpRn'.d!h iUOealn.ANd Ke ElfieTnss. Rfia1 ,-g!sEgE,FRCEuNin Rod kErn,sSfa xmrsi:trd r80083 ' tkla.et7�K'e:f!drSC.eeb`.LIIEe'RS!flNiYhllODdhepFpartR1413i1dnKElltetnl4qfRcremSAerylremm�',K71,'.r,Slt!k3aJrRlydSlpne:eh>n!!ngRnNplumlflleeiaesletRSp33:TISIEdiT...SPRAT:ISSrkY3FN,r!RSIILriJJISN©IrMSYJT/S:h:ef;i33 4451 St.Lucie Blvd. 1!1FM5l IFrUKIfarRL'CD IJfRFd 151f 11 Ymler lJ Clrn!:KIK:i1Ei lltTfR53li k1 F]11Ee![it sGT.rt1Al9gpFsila#IETEE!f SJL!SEajnF<re mp RRlLry.lll E,�dnEd:eos uemd>fadlairsl. Fort Pierce,FL 34946 (oppighlCtt2016A-I Roof Trusses-Anthony L Tomb III,P.E.ReproJudion of[his duumenf,in any form,is prohibited without the wriften peranission from AA Roof Trusses-Anthony T.Tomb III,F.F. Truss Truss Type Qty Ply HJSB Diagonal Hip Girder 5 1 A0121214 Job Reference(optional) -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 11:52:01 2018 Page 1 I D:pZB3Gg uiP CNEe_6 VdEjXH Vyg?b E-QmviN_kRcOtGzlzE6cJ311 B 3 Wsj lt8Os6lpjs5yc)HS -2-9-15 Q 3-6 7-0-2 2-9-15 3- 6-8-10 J 3 4.24 F12 8 7 2 81 10 1 3 B 9 4 3x4= 7-0-2 r 7-0-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.10 4-6 >823 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 4-6 >563 240 BCLL 0.0 ` Rep Stress Incr NO WS 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:32 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 4)`This truss has been designed for a live load of BOA CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING-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. 5)Refer to girder(s)for truss to truss connections. ROOT C p T 6)Provide mechanical connection(by others)of truss HORD to bearing plate capable of withstanding 158 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint 3 and 357 lb uplift at joint 2. MiTek recommends that Stabilizers and required 7)This truss has been designed for a moving cross bracing be installed during truss erection,in concentrated load of 300.01b live located at all mid accordance with Stabilizer Installation guide. panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live REACTIONS. (lb/size) loads. 3 = 218/Mechanical 8)Hanger(s)or other connection device(s)shall be 2 = 505/0-10-15 (min.0-1-8) provided sufficient to support concentrated load(s)136 4 = 76/Mechanical Ib down and 170 lb up at 1-4-9,136 lb down and 170 Max Horz Ib up at 1-4-9,and 57 lb down and 59 lb up at 4-2-8, 2 = 264(LC 4) and 57 lb down and 59 lb up at 4-2-8 on top chord, Max Uplift and 56 lb down and 107 lb up at 1-4-9,56 lb down 3 = -158(LC 8) and 107 lb up at 1-4-9,and 33 lb down and 2 lb up at 2 = -357(LC 4) 4-2-8,and 33 lb down and 2 lb up at 4-2-8 on bottom Max Grav chord. The design/selection of such connection 3 = 378(LC 23) device(s)is the responsibility of others. 2 = 573(LC 21) 9)In the LOAD CASE(S)section,loads applied to the 4 = 379(LC 27) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S) when shown. Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25 NOTES- Plate Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(plf) Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; Vert:1-3=-90,2-4=-20 Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Concentrated Loads(lb) cantilever left and right exposed;end vertical left Vert:5=110(F=55,B=55)6=100(F=50,B=50) exposed;Lumber DOL=1.60 plate grip DOL=1.60 10=5(F=2,B=2) 2)Concentrated loads from layout are not present in Load Case(s):#101 1st Moving Load;#201 2nd Moving Load;#301 3rd Moving Load;#401 4th Moving Load; #501 5th Moving Load;#601 6th Moving Load;4701 7th Moving Load;#801 8th Moving Load;#901 9th Moving Load. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Gatur rles;t tFengNrn?irtrt�'dlm timEs Srllft't 6111111 Tim g[iA:711[AS(J.ti;iEj�R7'17.(kt[A'iDSNFIIr I„:.fertr}ttdy4Aatneen ted re;Atd!suIlsUtss 3e!iaDlavit9(iD.;ni lk+lelurl.iex5sn r.L ldnert AtstiTent.Dd:ss ttlenise ddtrndel6D.u`( !&ie}etnenq'ts t4l;!±rs!dfuRr 13DOO.".4041Des11otepatt(LI,S}t:i!Nr bdu!'msul"nrIDD alwotee a¢!'Vs N rlry!dannd ur'sm.1 my,1 tllar'a:lit tWptf lle see Orms t4p0.hene IDD od},vat"RN.1Nt!s p!assmKne:.6clEi oetlnu!.sNdIG7 Anthony . o III,P.E. cte!edtty Lzi!t!tt)rd�,n it lkRS}H!IMlltrdt'8aii!r.Ih Cntlt 15�ift t�lGlk td ti tDtti}tt'.191k:!Ihtl dla lR(,1f!itiwln!btdta QxpntF tti rRl.it tr-,tt dbt IDD ntut net,tttra!rr,:tnl46mhm!iay sn'ttt.Mt.1194e ttdlrtm}SWIt11t n!f.0lid Y Tomh Tomb , 4451St.LucieBlvd. E I!ltSe:eDD4f5�!tr!(tdtt's.F.4razs!tlwliMlDDtiltar!colas©r3rldn:sdO:t�GrttahaMSCerylsunuirrtyltlltr�tNtSlltll dl-rASt}meat:m:lnetrHkioet!!!ts}ta.iiress3ea?stttturss¢turn,,i!tssDnseAmarnsntsd,^.4!:t,,t:ts;- ta;t!rin t!nttttratem-m e}lett 4sot b>rsaitt tr di rats iad!e1.isernss tech Et}nmt a ICi:e ta:tn3Dtfaam,mr s Sre!a bpt!er dmrstnaaq.m tp:�aKhras trtas rdt:tn rrlL(opi igbiV2D)6A-lioofbasses-Antbaeyt.I mba111,p.E,peproducionofthisdammeni,inanyfurn,isprohibiiedwilbolthewtitteopetmissiantromA-IHaof cusses-AnthonyL(ombn(1(,P.E. Fort Pierce,rt. 34946 Job Truss Truss Type Qty Ply 73468 HJSP Diagonal Hip Girder 1 1 A0121215 rI 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 11:52:02 2018 Page 1 ID:pZB3GguiPCNEe 6VdEjXHVyg?bE-uzT5aK13Nh?7bvYRfKglgWkDLG3VObe0LyZGOYyclHR -2-9-15 -3- 7-0-2 2-915 3- 6-8-10 3 4.>[-12 8 1 7 2 Bi W 10 9 4 3x4 7-0-2 7-0-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.10 4-6 >836 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.15 4-6 >562 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:32 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 2)Concentrated loads from layout are not present in BOT CHORD 2x6 SP No.2 Load Case(s):#101 1 st Moving Load;#201 2nd BRACING- Moving Load;#301 3rd Moving Load;#401 4th TOP CHORD Moving Load;#501 5th Moving Load;#601 6th Structural wood sheathing directly applied or4-11-3 oc Moving Load;#701 7th Moving Load;#801 8th purlins. Moving Load;#901 9th Moving Load. BOT CHORD 3)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 10-0-0 oc bracing. chord live load nonconcurrent with any other live MiTek recommends that Stabilizers and required loads. cross bracing be installed during truss erection,in 4)`This truss has been designed for a live load of accordance with Stabilizer Installation guide. 20.Opsf on the bottom chord in all areas where a j rectangle 3-6-0 tall by 2-0-0 wide will fit between the REACTIONS. (Ib/size) bottom chord and any other members. 3 = 212/Mechanical 5)Refer to girder(s)for truss to truss connections. 2 = 527/1-5-0 (min.O-1-8) 6)Provide mechanical connection(by others)of truss 4 = 90/Mechanical to bearing plate capable of withstanding 159 lb uplift at Max Horz joint 3,519 lb uplift at joint 2 and 147 lb uplift at joint 4. 2 ;= 265(LC 4) 7)This truss has been designed for a moving 'Max Uplift concentrated load of 300.01b live located at all mid 3 - -159(LC 4) panels and at all panel points along the Top Chord 2- _ -519(LC 4) and Bottom Chord,nonconcurrent with any other live 4 = -147(LC 5) loads. Max Grav 8)Hanger(s)or other connection device(s)shall be 3 = 376(LC 23) provided sufficient to support concentrated load(s)223 2 = 615(LC 44) lb down and 287 lb up at 1-4-9,223 lb down and 287 4 = 381(LC 27) lb up at 1-4-9,and 49 lb down and 57 lb up at 4-2-8, and 49 lb down and 57 lb up at 4-2-8 on top chord, FORCES. (lb) and 69 lb down at 4-2-8,and 69 lb down at 4-2-8 on Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord. The design/selection of such when shown. connection device(s)is the responsibility of others. TOP CHORD 9)In the LOAD CASE(S)section,loads applied to the 2-7=-920/854 face of the truss are noted as front(F)or back(B). BOT CHORD 2-9=-875/820 i LOAD CASE(S) NOTES- Standard 1)Wind:ASCE 7-10;Vuit=170mph(3-second gust) 1)Dead+Roof Live(balanced):Lumber Increase=125 Vat 132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; Plate Increase=1.25 Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Unifomt Loads(plf) cantilever left and right exposed;end vertical left Vert:1-3=-90,2-4=-20 exposed;porch left exposed;Lumber DOL=1.60 plate Concentrated Loads(lb) grip DOL=1.60 Vert: Aiui,�q Htmar4i!tiy4q!ltp,l4tlale�rTtdss(srsa(r„uitutT(t(lsuoromrs(gsrcu;urn�,sxi3auos�:4s's�m tli�laustrri�trf!:iitlttlidtf Helf r!i!4 oinrai.iir oeti��:rtai,1t.rFasiu.r:.t�trtttls+td4tm!tift.a�nre4t!.ift S*nttia�tTo,tt(r HITl4tavttht tldlS M. audhrril lGgh4le tlItl.'t1r G!!R3rdriitlrQR.,Sttf3"?'EC�!t11,Mft1t'�tE rG!LYlitffiiA Yfttht(tilt}KdtlLikJitA)9?t!U�(t1rAYl!!'(t!d!d!!tjILI'it SliTl2 i!F!SF.'ji'JKtdYtT giilj,tilts IIFI.rSt ft11tt 111F3 f:XJlOt:6t:'itFr;!e:!6t:ih Anthony T.Tombo 111,P.E. rc!a!lddif lmflu ark=S3'SifP.f4(tiWS-T:?dCe r'+tM',ht Grikt litdlliItiitlei itlY!?yGt1'pu',IIl3t!tA'tRfE%1h414G1Et Uftellkllttil hlUiajffat atllfl•I.Ti:i)titd id'wtl)B tt4tFftitllt!tEti4t in:S;fi:idzt 4itllut.Sliify't kf5''E!ititFl�¢iat i4tO1!AS;t!tii4il3 t� m80083 141ttdlYlQ}tilvtlNt:t6kiif.Utli!3LfdtAO'7:t3itl5tlricu!evd :Ed.esddtr:!Es+(o-xittltl Sd,:rs idcraa^.mt3Tpz.ull4.THailStflert!dxa!tlkletldpititte.t211!?!rnilit!e;pai!eiE`tfmllrtind3t r14i1Gii:',d"tl,ilifrGlSl�i rlfiFtfl Al tigf 4(9ttlK"d'tt,Rti!!S 4451 St.Lucie Blvd. tl4tfiat!!SMl ty GtJf l LSlttl atGB IF F(i_LJEj Sl Y1A6(i!d!tl.i4t lgfl(hSIji EP6M Is IF:bt l.lf.10,Siptie!T,31sS,,Il4 ri:3fR d or 4Lat-1 sV apwl;ul e;os ai is t6 l i0m]. Fort Pierce,FL 34946 capy6ght 02016A-1Realirusses-Aetbanyi.Temba111,P.,,Repfadodionofthisduement:inanyform,ispiobibitedwi(baunhewrittenpe!missionfromA-lfoofTrusses-Anthony1.TarboIII,P.E. Job Truss Truss Type Qty Ply 73468 HJ6 DIAGONAL HIP GIRDER 1 1 AO121216 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"11:52:03 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-M91Toglh8?7—C37dDl LXNjGSrfN-72u9ablgwyclHQ -2-9-15 3- 8-1-3 2-9-15 -3- 7-9-11 3 1 4.24 12 9 8 out � N o � lV 7 2 B1 6 12 13 14 1 s a 3x4= 11 3x4= 4 8-1-3 8-1-3 Plate Offsets(X,Y)— [2:0-2-14,0-0-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 4-6 >611 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.25 4-6 >393 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:36 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30 4)`This truss has been designed for a live load of BOA CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING-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. 5)Refer to girder(s)for truss to truss connections. ROOT C pT 6)Provide mechanical connection(by others)of truss HORD to bearing plate capable of withstanding 300 lb uplift at Rigid ceiling directly applied or 9-9-3 oc bracing. joint 3 and 383 lb uplift at joint 2. MiTek recommends that Stabilizers and required 7)This truss has been designed for a moving cross bracing be installed during truss erection,in concentrated load of 300.01b live located at all mid accordance with Stabilizer Installation guide. panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live REACTIONS. (lb/size) loads. 3 = 370/Mechanical 8)Hanger(s)or other connection device(s)shall be 2 = 578/0-10-15 (min.0-1-8) provided sufficient to support concentrated load(s)136 4 = 176/Mechanical t Ib down and 170 lb up at 1-4-9,136 lb down and 170 _ Max Horz Ib up at 1-4-9,57 lb down and 59 lb up at 4-2-8,57 lb 2 = 290(LC 4) down and 59 lb up at 4-2-8,and 104 lb down and 143 Max Uplift lb up at 7-0-7,and 104 lb down and 143 lb up at 3 = -300(LC 8) 7-0-7 on top chord,and 56 lb down and 107 lb up at 2 = -383(LC 4) 1-4-9,56 lb down and 107 lb up at 1-4-9,33 lb down ' Max Grav and 2 lb up at 4-2-8,33 lb down and 2 lb up at 4-2-8, 3 = 394(LC 23) and 53 lb down at 7-0-7,and 53 lb down at 7-0-7 on 2 = 633(LC 44) bottom chord. The design/selection of such 4 = 393(LC 27) connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the FORCES. (lb) face of the truss are noted as front(F)or back(B). Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. LOAD CASE(S) NOTES- Standard 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; Plate Increase=1.25 Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope); Uniform Loads(plf) cantilever left and right exposed;end vertical left Vert:1-3=-90,2-4=-20 exposed;Lumber DOL=1.60 plate grip DOL=1.60 Concentrated Loads(lb) 2)Concentrated loads from layout are not present in Vert:5=110(F=55,B=55)6=100(F=50,B=50) Load Case(s):#101 1st Moving Load;#201 2nd Moving 10=-132(F=-66,B=-66)12=5(F=2,B=2) Load;#301 3rd Moving Load;#401 4th Moving Load; 14=-74(F=-37,B=-37) #501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load;#801 8th Moving Load;#901 9th Moving Load. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Yeam"41nse Ranp!lp nlienYu'A1 ON"ASS;SETTulROLL RU6 A WIM ENS[US10Nj R7];A;kMUbLD NFAi Iaz in-tlr dtdp pnlntlers vns read vNtsntfislttfa6e:p;)ir.ispfrlk;.trs ltt Aatinrl.rx!?e't r.f.Ida;xeR'!Itk-ens.Ud?atttlenise Gd:p lttltlDO,sa'y N1Ttk<aeemretes sl9l!!Iiedfir lx llD la Hedil.4seirnt Desip hylmetl!,Spe:uOT EICuar;,na ed nnrIDOtepreseds n rm!aa Ale paf.�tmatdecp'et!;np1!spnslllnrtrlle ln:padlMasmneinns iep!]edtede lDD adr,wdert141.1&ki:po vtftnpind,huepnetinns,seetNlvp Anthony T.Tombo 11I P.E. H.stdnls rnss`ar.q lil6lp if lkt lespN�D!IihdP�V�nar.rlt Owar's :a lttltptsl le lle lull 1p Oes pna,nY.:e ndtatdla:IK,R?Ik`atd RC bfd!'ak'.gatteslKI.Rly;mddlftlDD ail nr AeR ntdh!Tnscu.l hn l�!sg.megt.Illlltdin at kerx•nd�av reapatiketTd S t IN VI�It Dts-!al tevw6!.Abets eeltd•'EIEtTDD ail at rodias ral N.IeS Its!141161 rea.6ttl Sdt ia3nttlattrr:l lDfaeT IR ial S{IA wild sorit tt0. lnet lrll tehniTelt: 9 ata tald�?f d'!?II@1 Dtsl tr ass Des: Ev natal T.,s Ito tta!Ito!tsi 80083 ' p sn r i r r 7 r s7 g° !p! r"°r' E°'' P 4451 St.Lucie Blvd. 1'laniuldilti 1pa0il:ea 1p�et9 eya®a�riliglydl ptr.:K Rad!ei iSelnss Cesl�Fspilea0 d0i larllap 0ti:psa,lriaes Sp6taiapnaerd®pinlSap.All re7t.ad h!osnaas deEvNinlFil. Fort Pierce,FL 34946 (opyrightm2016A-IReafimsses-AolhooyT.Tomboall,P.E.Reprodu0ionoflhis document,in any form,is prohibited withalthewriReo permission from AA Roof Trusses-Anthanyl.Tombo III,P.E. Job Truss Truss Type city Ply 73468 HR Diagonal Hip Girder 2 1 A0121217 sic 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 11:52:04 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-gLbr?OmJuJ FrgDipnlsmwxpal3hrsPH IpF2NTQycIHP -2-9-15 q 3,8 4-11-4 9-10-1 2-9-15 -3-8 4-7-12 4-10-13 4 Dead Load Deff.=1/16 in 4.24 12 1 1.5x4 3 1 0 0 c; 1 ci 9 - c;} 2 81 avl 6' a 1 a e 14 15 16 6 13 4x4=5 3x6 9-10-1 9-10-1 LOAD ING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL- 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.24 6-8 >485 360 MT20 2441190 TCDL, 15.0 Lumber DOL 1.25 BC '0.64 Vert(CT) -0.34 6-8 >347 240 BCLL' 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MS Weight:50 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x6 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 Vasd=132mph;TCDL=5.Opsf-,BCDL=5.Opsf;h=14ft; LOAD CASE(S) BRACING- Standard TOP CHORD Cat.11;le er l D;Encl.,right exposed MWFRS(envelope); 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Structural wood sheathing directly applied or 5-9-15 oc cantilever left and right exposed;end vertical left Plate Increase=1.25 exposed;Lumber DOL=1.60 plate grip DOL=1.60 purlins. Uniform Loads(pin BOT CHORD 2)Concentrated loads from layout are not present in Vert:1-4=-90,2-5=-20 Load Case(s):4101 1st Moving Load;#201 2nd Rigid ceiling directly applied or 9-3-6 oc bracing. Concentrated Loads(lb) Moving Load;#301 3rd Moving Load;# 01 4th Vert:7=110(F=55,B=55)8=100(F=50,B=50) MiTek recommends that Stabilizers and required Moving Load;#501 5th Moving Load;#601 6th cross bracing be installed during truss erection,in Moving Load;#701 7th Moving Load;#801 8th 12=-95(F=-47,B=-47)14=5(F=2,B=2)16=-66(F=33 accordance with Stabilizer Installation guide. Moving Load;#901 9th Moving Load;#1001 10th B=-33) Moving Load;#1101 11th Moving Load;#1201 12th REACTIONS. (Ib/size) Moving Load;#1301 13th Moving Load. 4, = 222/Mechanical 3)This truss has been designed for a 10.0 psf bottom 2 680/0-10-15 (min.0-1-8) chord live load nonconcurrent with any other live 5-r = 369/Mechanical loads. Max Hors 4)`This truss has been designed for a live load of 2 I= 331(LC 4) 20.Opsf on the bottom chord in all areas where a Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4: 1= -188(LC 4) bottom chord and any other members. 2 _ -419(LC 4) 5)Refer to girder(s)for truss to truss connections. 5 = -128(LC 8) 6)Provide mechanical connection(by others)of truss Max Grav to bearing plate capable of withstanding 188 lb uplift at 4 = 358(LC 25) joint 4,419 lb uplift at joint 2 and 128 lb uplift at joint S. 2 = 726(LC 48) 7)This truss has been designed for a moving 5 = 468(LC 28) concentrated load of 300.01b live located at all mid panels and at all panel points along the Top Chord FORCES. (lb) and Bottom Chord,nonconcurrent with any other live Max.Comp./Max.Ten.-All forces 250(lb)or less except loads. when shown. 8)Hanger(s)or other connection device(s)shall be TOP CHORD provided sufficient to support concentrated load(s)136 2-9=-900/394,2-1 O=879/436, lb down and 170 lb up at 1-4-9,136 lb down and 170 10-11=-799/445,3-11=-795/446 lb up at 14-9,57 lb down and 59 lb up at 4-2-8,57 lb BOT CHORD down and 59 lb up at 4-2-8,and 105 lb down and 140 2-13=-583/810,2-14=-586/811, lb up at 7-0-7,and 105 lb down and 140 lb up at 14-15=-586/811,15-16=-586/811, 7-0-7 on top chord,and 56 lb down and 107 lb up at 6-16=-586/811 1-4-9,56 lb down and 107 lb up at 1-4-9,33 lb down WEBS; and 2 lb up at 4-2-8,33 lb down and 2 lb up at 4-2-8, 3-6=-855/617 and 51 lb down at 7-0-7,and 51 lb down at 7-0-7 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). I 6ruy f7?ne tsmyJTrni?s?Ik'dd rDC(flDSsrS rirtiEPc%79ll fEU1S b(DPrdDC5s(89DMralAO')!(eeD'GTfG;MfNT'6rc_TvaT letlp ru®drrs oad ixl a1!s ptsii Ura Delp!9!niariR9;r1i It!ldeupl.T:n1?a4 rF Idaer;e slta!!!!Ae al.Ddas d&nin dried ratlelDD,ca'T Y1T!io¢[mrr.Ees l4ilr!at!{}¢?I!3 TDDlebe rd!L I1eTmsDtflrl ElTl[tU[I.l.S6til1!!/FIVk!'.9?S!IIIIOTNDf!r1MMi16[fQp�:tdlFl r!d?Sf!Ildly!/NAI§f!sr114ii!nr`afISS IK1A4oi SiSTIFT;11f{?j�R?I re lleIDD ni(,eadrlltFl.iG d!z mvnPifes.h[dajtcrttnvd.trticiiP,( Anthony T.Tombo III,P.E. t:ElltdfESTnti4'eyrP!1i14itihrtSrSlYWit!dGtDnIGUIQnIt[d'S'htle9F:lkre!KyDtlitl!r,J@t!ed±SldYi1!K,'S?2!m16eb�inlliglri!reilhl.leyTn!id!kelDDc.�dmfie!icledh!inls.mdrSgtsSD�ss!ya�mnetireratnls>us!1::mr:!s3!rd .80083 ' IGr(raa !dQs-cdr..F!!akru!wtilkTC9rdu!r!at!fesalT.ildn!trit!!pilAy(!era!tlSE!rylaltn6in',Gfl,'rllilkikpRlaa156f1n!n!!!!md!unem':p1ar lY.la5a.a`:n:seai'snesnlFriars!1!ISSDSSijSN,T:KSDii'+i�i!tt(9{TnSSNdW(1^al�,nSii 4451 St.Lurie Blvd. rttmialWW Ire 09:ed.;wdrpn it Maq lyd!rrd:ala=?eL TaTos Caizlyanr410T1bb.lai{ayM[pa,�ims sm.E.nxr e.TW�sl.df!cy:]AJ--dhd[011. Fort Pierce,FL 34946 � Copyrijbi62016A-lfoofTsosses-AnihaoyI.Tomho III,P.f.Reprodudionof[his dotuniin any fork is prohibited withaotthewrinenpermissionfiourA-IAaolTrasses-AnfhonyT.Tomto III,P.E. Job Truss Truss Type Qty Ply 73468 J1 JACK-OPEN SUPPORTED 4 1 A0121218 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:52:04 2018 Page 1 I D:pZB3GguiPCN Ee_6VdEjXH Vyg?bE-gLbr?OmJuJFrgDipnlsmwxpY33gmsV8lpF2NTQycIHP -2-0-0 0-31 i 0-11-11 ; 2-0-0 0-3-8 0-8-3 3 4 6.00 12 2 0 6 a, o o B o T1 1 4x6= 6 5 0-11-11 , 0-11-11 LOADING(psf) SPACING- 2-1A CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:6 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)`This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. 2-0-0 oc purlins 6)Refer to girder(s)for truss to truss connections. (Switched from sheeted:Spacing>2-0-0). 7)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 373 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint 2,8 lb uplift at joint 5 and 433 lb uplift at joint 3. REACTIONS. (lb/size) S)Graphical puriin representation does not depict the 2 = 706/0-11-11 (min.0-1-8) size or the orientation of the purlin along the top and/or 5 = 4/0-11-11 (min.0-1-8) bottom chord. 3 = -433/Mechanical 6 = 13/Mechanical LOAD CASE(S) Max Horz Standard 2 = 89(LC 12) Max Uplift 2 = -373(LC 8) 5 = -8(LC 3) 3 = -433(LC 1) Max Grav _ 2 = 706(LC 1) 3 = 264(LC 8) 6 = 26(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-323/600 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left exposed;porch left exposed;C-C for members and forces 8¢MWFRS for reactions shown;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 ANSIIfPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tz¢!dq rl:Cen�¢gaJfe!lew lk,t_I IOCi nlsfsrstiltrl,0911.TI Ngd(OF Al Ag1(1g77Nj gn];irSeCAlrcSnE li 6!s ie!tp tNppueadenaemd¢es e¢t sLeu 9nT 7¢vi+p{ifp,rt41M An1aesLTeft.!r.E.ideeretlri:=aree e.Odess lenise dried ee nelOP,wp Nrieim¢en�p'Y.rssbdgle atela!nz ldhtekediL lseirrts Desip 6g�u[t{I.e,sge:irflrLaee!;n!tednegiU�reFnsedsrzvnpaednr prolzssm¢der;'.er.�¢g rsprvltlnJ!ar nr e!s:gn<i ntsereTn,st.•r:al!tr¢ne mo¢¢it,¢,sertrFi.itxcsp,nn�pnrr.hu:efmanxs,s!a¢nu� Anthony T.Tombo III,P.E. d ese d!sTzsshr npidlfieg is lle nspn!iliN!dtS O.an.ntO+uis¢A�iree.fir:ne rnif¢g 0esiyer,®t mhddta lt(,at::;ad ne brd ea'Grt nle ad R:l.le�pms!dne r00 never lidenedne Tns0.d.9q Wbj mrge.imtutre W tnrr sk iie 1s!aq.p hEhd <80083 nRe."i'lt1}eSe'4'R1L'ht?0:.1::..I Sdw..Ot DNneprWi"SmtJr,i!b!$.[DtwegrrsramsdrryhimrlinR(sijp@brie!!TI7lydseGsmnlven!'ugeern:a:tn:.TFNee5re;dz:e!poi!anrsid sd4alnssDrtlenn,LessJes{um:ermtrnrraa,ern.v.r.ns 4451 St.Lucie Blvd. ¢Ycrtise l#in lT¢692d e�esd ep¢¢nvnfighd(prnes im:�!ei l4ehusfeslafgae¢rutCie¢r'iaTC¢tirver,uL•ussgxggn!erd®J ailLrg.tlleg0adk:es rte cs ldaeli,RTl' Fort Pierce,FL 34946 (oppi;hgf42016AARoof Trusses-AnihonyT.Tomho Ill,P.E.Reprodnaionnfthis document,inanyform,isprohihBedwilbul the written permission from AARootLasses-Anthony T.Tomb 111,P.E. Job Truss Truss Type City Ply 73468 AA Jack-Open Structural Gable 1 1 A0121219 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 11:52:05 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-IY9DDLnyf6NiSNHOLSN?S8MwuT96byOS 1 vnw?tyclHO 0-3-8 2-10-3 0-3- 2-6-11 2 3 6.00 F12 T1 `b 91 q 1 ' -- 5 2x4= 6 4 1-0-0 2-10-3 1-M 1-10-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30:0 Plate Grip DOL 1.25 TC 0.15 i Vert(LL) 0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 6 >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 FBC2017ITP12014 Matrix-MP Weight:9 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING- rectangle 3-6-0 tall by 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 2-10-3 oc 6)Refer to girder(s)for truss to truss connections. purlins. 7)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-"oc bracing. joint(s)2,5 except Qt=lb)6=184. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide, LOAD CASE(S) Standard REACTIONS.All bearings Mechanical except Qt=length) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 1=14;0,6=0-3-8. ,Plate Increase=1.25 (1b)-Max Horz Uniform Loads(plf) 1= 95(LC 12) Vert:1-2=-90,2-3=-30,4-7=-20 Max Uplift All uplift 100 lb or less at joints)2, 5 except 6=-184(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1,,2,5,6 FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf,BCDL=5.Opsf;h=14ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=i1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face), Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI PI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. _ 6'¢z*}Pzau(+¢csjilt,tUa�Rc'l;tE9f il01SES r5IIttf,.=?FIAt7ik4St(GrMlpYf(C>lG6rtU!EI'lCYe7iILr03.�'s.[I'4ra i¢dri!s:np-reaetes ecdsnl uksnRis rrns 0esye Re.iep(Omed a!!!!:m(i.[s¢MIG,rt.t�x¢n Skeet{tiar x!.�u'e!te5nxit!!MNmd!T:D,!dr , j ilRelcne[r:tinesd!91es;eEhr?Fe16Ulesctit,ls!lnssBeSatat.pert(s,SteriKfips�f,nesedeee!g169,e!s!resmweilnead+ides;iaaeaeeiay,errmi?st!torRsd!sidr3!tir�lehasskrL"eGa3!759rtir,¢epuirN,f3!resign;!axm:!!Mae:lees,se:!^+°M1h ,anthonyT.Tombo tli,P.E. estr,!dfis irm is eegt tnq"sh!nsgraxk;TdG!Csw_,fiY rneuiMi¢itt(gN¢4!Fzeq(ka,m,(e he ssse¢dfi:lltsleQCrsdfialrssi>.iti�r:st!m1RN.Tpgp!sd d3!rtni est heu eeedo!Trus,bW;q ,s(u e,es;mcd►¢i>q Sid lewrc:tasndrsd �80083 tie kJdur[_6Qa or6tsrnr.lllatn td rAn3eT7¢r�greese!¢19ck_t!ideLrlaq(asynedSeh(fld¢a2mt3FtQpi5t5d Sr[ri cl4!(A¢e rd¢nnlfr.se�d¢irue tr41!!+mttiersyvsdit;Hrallaindrmt Gict¢,itarCrvg 4(ueHa{':n3s Naeitdset,ae;ns 4451 St.Lucie Blvd. ¢R ,e(n(tte(uY�!¢apes. Ers';rcruscnhd`!!(vsOdptyaxrht5;fietdluggeepecc?rnsinteat,�cd¢(seaey.u¢gnu,!rtalcersiwah:ni. Fort Pierce,FL34946 (oprsigAli•2RF6A-1Rcalirasses AatboarLrambaiD,P.E Rep,odurtionoffbisdorumenl,in any form,ispmbibitedwilhool the videnpesmissioe&emA4RoolTrusses-dnthni,1.Tomba III,p.L Job Truss Truss Type Qty Ply 73468 J2 Jack-Open Structural Gable 1 1 A0121220 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 S 1:52:06 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXH Vyg?bE-mkibQhoaQwVZ4XsCuAuE?Mu_KtW VKPdbGZXUXJycIHN -2-0-0 p-3-$ 2-4-0 2-0-0 -3 2-0-8 4 " 6.00 F12 m - m � 3 2 81 5 1 i x4._ i 11-0--0-00 12-4-0 29 Plate Offsets(X,Y)— [2:0-5-4,0-2-101,[2:0-3-810-0-121,[3:0-5-4,0-2-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 3 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 10 >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 FBC2017fFP12014 Matrix-MP Weight:13 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)'This truss has been designed for a live load of BOA CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a BRACING-TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 2-4-0 oc bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. ROOT C p T 7)Provide mechanical connection(by others)of truss HORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)4 except(jt=lb)2=252,3=124. MiTek recommends that Stabilizers and required 8)Graphical purlin representation does not depict the cross bracing be installed during truss erection,in size or the orientation of the purlin along the top and/or accordance with Stabilizer Installation guide. bottom chord. REACTIONS.All bearings Mechanical except Qt=length) 2=1-0-0,3=0-3-8. LOAD CASE(S) (lb)-Max Horz Standard 2=105(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4 except 2=252(LC 12),3=-124(LC 1) Max Grav All reactions 250 lb or less at joint(s) .. 4,5,3 except 2=465(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11;Exp D;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 8,MWFRS for reactions shown;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/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. Ynear-:o:: ,:�xrtt,a��:'t re�rnonB{sa€m„=:�mlrnusrmionrars:e3rax;w:tr;t;nonrocuin'ka.Tet As=r:oar=,:oett:,awesttn;srust NsspD-itr;IomeM!IsUlr.r,:a,mr1. sa:nme,e ett.r9,stsr.-M-.revs IN.ON NiidisaxC+rldts sN!Ile.se!(ttb fC h{esdii Atrlest eezw apinttr(Ix,sltr#xfa;mn;tl:sed es 6yf:C mgeuxszratrtnnmdt r:thnuer.nyts troy rctpta�n tyMdt dtdyv4mdopleLats d:pherohel;9relr,erttrtlFl,R:ttsils n;.ay`am sa7op se„xs;s"V-4! Anthony .Tombo III,P,E. erdead ms insst teyrnimpl-N tsyw xgd@t C—,k'6.ssfst4lnt lrg to 4�6x#g Dm. 'h6,U'-iget:s Cltt Ir.1OR Intl Iar'rq tal VI IN 1.rlt 7pistel>' .IcS td¢Ilieldwedlie Tr.n;eth rs3xw'1-p,sMrye sJ.:Ei¢¢7f=tuy sSepfs As rt:Ptuiiil.=sd Y T 80083 ' rt talrutr:u�tt Wrttoxlsc rtl V. sI14wNTE've tia pm—iyaW—dble-Tromr-4 sesty ldnxmta(L:t7p34*dh;Flul4trF wt rssxtan9 h•rtxwdpii¢u.nlltemt6etttratsc,Y_n cd l4xsd7tLsn.r,:ew,utrr 4vgt�s�trw atirnsssudn:'atr,m':ess tRw�F,t tt'mf ers rtthas d h.r� k Cr thwlra.at rnu PtU Er'us:ir4]i hd>ltn orr tt,k TSt11S;SItDI 4451 St,Lucie Blvd. 'ptr r w, ! P t;.*dmk«lCq.r;nrittN,tirxsatrskSditIFF1. Fort Pierce,FL 34946 (apyrighs;r2016A-1 Roof lasses-Aotboay1.Tombe III,1`1 1tptsducf000fthisdommens,inanyform,isprohibitedwithoutthtwri9eapetmissioeGeasA-1Roofltotses-AnthonyI.TodD111,P.E. Job Truss Truss Type Qty Ply 73468 J5 Jack-Open 4 1 A0121221 3: 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 11:52:06 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-mkibQhoaQwVZ4XsCuAuE?MuxCtSAKPdbGZXUXJycIHN 3-0-0 Q 3 8 5-0-0 3-0-0 4-8-8 3 6.00 12 m� n N N y� 2 B1 � s s s s 3x8= 4 1 5-0-0 5-0-0 Plate Offsets(X Y)— [2.0-4-0 0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.02 4-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 4-6 >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 FBC20171TPI2014 Matrix-MP Weight:25 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30 5)Provide mechanical connection(by others)of truss BOT CHORD 2x6 SP No.2 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)except(jt=lb)3=125,2=254. TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-M 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) 3 = 155/Mechanical 2 61410-8-0 (min.0-1-8) 4+ = 38/Mechanical Max Horz p2 1= 246(LC 12) Max Uplift 3. _ -125(LC 12) 2 = -254(LC 12) Max Grav 3 ;= 155(LC 1) 2 = 614(LC 1) 4 = 89(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11;Exp D;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 nonconcurrenfwith 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-M wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. ifedryn!neHurgFJ]rnitw sde'Ad UDF O!1S!t5f'iI(ti[16(R:le(rEWSb(OBWTI[5!(JSIOHS S(YJ'jdC1fYGA'3uiYEq�Ixs.ieArledp rumel!n und3e37 eNnnt(i3rt11]e3c3Dnwfnrfirw;td lEe dttlnfT.iczltC;r.E ldoeatllME�`ase tl!.Ddtl3 dle<+i3e ddel tetle IDD,ca'J l Y1TtIUinrl,FlnS sill h.rd4,&Diskkl,did.AleTrM1Dt31j3rSyittF!{I.!.$]I:ISII(ES3tt?r�.!1!L•dttfl]NDStrlttttlSnHl[�:0.Rd11ermllSSlndeG6'LF!'ItgflSNtfllilQt`:1:'ISei[S:[aS�IhmT elfrtssI!rL�ID1 a!TDDBdr.itrt(T?N.IElIYj3911tONitC.ltt�e)StIE11111,1tndlliy AnthonyT.Tornbo 111,P.E. Ldnt d le,Nss S!.1ldtbil is ih wjse!ikilar dIk Dnn.lk Dntiso>vdo,;t9 Dn c 1h WEV Mr.." ikud mtd dla lIL!kDK Beth hod W.Cqvlh Mi gvlh.3 .ihQmudlhlDhAn]fide nedlie Tnstixl gl�ra}Sasryt,it3Mdiiv nd krtn,3Sdihr•reys3s!hd 990083 Iat rat latl e^t!ei[ci.�do.d'.n433etat lhlCd nl is ri�w3al gnrIl..Ilk!rNtigr3�i:ned!dery laSmtnn;t(!I;rda3h+kT In tHTe(A ntnL•—j"oIt"pla.lrN et5n3�!iti�:lllTlSne(�.Sit'F-1!ISS Dfti]tH;1�R3 DlS�Srl�LtrtleTR3S Mltdt^C!t.P.t3S 4451 St.Lucie Blvd. rlsroo.ddrd hri(W:ed egted apn h wall l]di jorDs WA Ti,lms ODablmets is eCT..e rn NDefirtet,11NIS5jx!%ilast,dor WAll.All VG;Ma!r=or-doold i1IN I. Fort Pierce,FL 34946 � topyrighl*2016A-floafT(usses-knihanyLbmboil6P.E.Reptischudion ofthis dolsoffleal,in any form,is pohilliard without the wtitters Ferrission[Tom AA RoDfIrosses-Alithorly T.Tornbs,fit,P.E. Job Truss Truss Type Qty Ply A0121222 73468 J5A Jack-Open 113 1 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 1711:52:07 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-EwG_e1 oCBEdQhgQOStQTXZR94Hne3stlVDG 13lyc1HM -2-0-0 3- 5-0-0 2-0-0 -3- 4 8 8 3 6,00 12 m 0 En N N 2 n- d. L 6 •- 1 4 3x4= 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) 0.05 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.08 4-7 >751 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MP Weight:19 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)except(jt=lb)3=139,2=180. TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins. 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 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 176/Mechanical 2 = 480/0-8-0 (min.0-1-8) 4 = 62/Mechanical Max Horz 2 — 219(LC 12) Max Uplift 3 = -139(LC 12) 2 — -180(LC 12) Max Grav - 3 = 176(LC 1) 2 = 480(LC 1) 4 = 90(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11,Exp D;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. Ladry-eleven-ertyrrelittik'A-I VC!ninsatMIErtU1,1t;TINaONDITIC11(957DRjAi9;AiYlDniEDutdMi In¢.rerdlfru;,pneanenezdreted!sFvlvislsns8E!er7te.iet(114;vdne1?n-7T.le¢!v�:r.EMnexe9:!1t?rev?.Dd!ItdknaFdddeuneloD.s+y Pffika.",I'M SU and 6111SDDnIt161.A!eTrns Mitt rep--(1I.SpeFleD1Ddneer°?sednnjTOD-p-tedt.orri x:edltlprdSs191dleekE!'IITCspletl1fldiferlisIts'Fittitefie,eTresdlpirld I It,TDDW1.W0,1tTta Imp nnnNnd.netF; 0.0s"'md'ly Anthony T.TornbaIlI,P.E. cd osedhsTsss'?res}Inlliveis ne respnsi!•,IAtdL49neE.ne Dmuited:ai:d ereVGlte rdltec Oesit-:,nikrnhddne lH,iid:nd°!6rdtm'Iq-IFt rKL Ile[rp-:d d III IDDeir¢v.Wee?,dne TFet"W'bgt�Dq.s'FiFIF,wdleal ell teeth'U.,Is 1 rnp-sih-11I of x80083 ' thtiSuaDFS:sx'[dQnan.F!i-2:iflU!1neIDDe3dl 111doles+alt-d911!sdneisl6evriy:9enS911fhf=-t(,FMIZipTnedSUAIftyd?-SFr'npelelep.l—iFrlN5Mi7!rtIpfnit.Ties-rd¢r?skn!T!niDeudvn,l:ess9eilsEvr2nandlm;pasdvee-e;na!s 4451St.LUClef3fvd. sn-riv lEfidlra`s4Fd ett?[S»nuwFi6q tT dVrn!:nln^nr.TSeTmsC2sl�TsynenhlGi`Ezfa2bFigsn,xTn!s ST4xa !ndarinlSst AlVry7d:?dk:m pemddsihlPrl. Fort Pierce,FL 34946 (ophi;hl02016A-1koof Trusses-Anthony L Tombs III,P.I.Reproduction of ibis JDfunteni,in any form,is prohibited without the wrinen permission bon A-]Roof Trusses-AnthooyL Tomho 111,1`1 Job Truss Truss Type Qty Ply 73468 JSAP Jack-Open 4 1 A0121223 ° 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 11:52:08 2018 Page 1 I D:pZB3Gg ui PCN Ee-6 VdEjXHVyg?b E-i6gMrN pgyXIHJ q?bO bxi4n—H mg2roJ7ujt0acByclHL -2-0-0 Q-3 a 5-0-0 2-0-0 3- 4-8-8 3 6.00 F12 cn m 0 n s5 a ts 2 i 1 A s 4 4x4= 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.16 4-7 ,>372 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.14 4-7 >411 240 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 Weight:19 lb FT=10% LUM9ER- 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)4 except(jt=lb)3=139,2=215. TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc puriins. 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 accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 — 176/Mechanical 2 = 480/0-8-0 (min.0-1-8) 4 = 62/Mechanical Max Horz 2 1= 219(LC 12) Max Uplift `3 = 139(LC 12) 2: _ -215(LC 9) 4 = -91(LC 9) Max Grav 3 = 176(LC 1) 2 = 480(LC 1) 4 90(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NU ES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;iExp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;parch left exposed;C-C for members and forces 8[MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=11.60 2)Thisltruss 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-M wide will fit between the bottom Ichord and any other members. 4)Refelr to girder(s)for truss to truss connections. �L!dertNient[etJNrre!IlN11e'aaroepnnss�s(ua'}rteasr[wsamrMnessnstablNrta';xrr(�rasatMrr[!:.t[-ap([ds!r¢rod[rsna¢otejL!:rtN:t:�!r[!nx�.r,rlrrrv;rdn[ers¢pt.rya:m.r.t.my[°[sr[srtao¢we.od[:!a![na[dadeeneroo.wrp MIT[i<aamsi:ekssStl:2:rs[etns&19U Isk[diL l!ermsPesi9r hil¢sr{I.e,ke�ds[E.glut~n[s[dnop100¢prcsatsmem ednepsMsln[d«p'ierpe¢gsrsilWtp Yr ne e!s:pdNs pebss L•p s4 ndtIN nil,WoRI.lte i.Y�nnsrvpnes.lyd:rp<n8nns,s[adile) Anthony T.Tornbo III,P.E. W ned!is fiss5!r>t raltig is lye resprslilnrdrit9ain.CeOaisra:audr,edelk rdti gUuiS¢r,otk!ed[ndta lY n[utartle brd ex'fr�Me ci R:l.leq;rsddtk ID�ml er.fieU rsedti[rnss:u:lrtakd'x�.sn e,luhlldin at M!sp siiihra re:pmt trd v80093 'i n.rEr°poes:sa:rri rra,ral.an m:es s[iaixnetopWtn p .¢s©s prddnssdn[Giliig(esyaen SAdplremmn{tW}prNisfx35p erlWSlgrrsd[cudfir r[eerd ainr_ Idtimsn:nsrrs:i3:nes adbSad3:imsDe:i;rer,Uns)es!�r spienml rnss a„nr: ey !s 4451 St.Lucie Blvd. ~]!!vise l[Lrd 1petc9:Ne�e!9nuaie rrifiq irdlpul:[s ie[tire!reernss Gesl ([pirzer is lGr 6A dapO!slraee,rrtn!s SyS[s�yie!ndar 5.ati:p..ui(gWh,[stms in cs id..,1 tnd. Fort Pierce,FL 34946 (opynigbt 0 2016 A-1 loot Trusses-Anthony 1.Tombo III,P.E.lep t,dutlion dibis document,in any form,is probibired sritbeui the written permission host A-I BnotTresses-AnthonyUomb III,P.E. Job Truss Truss Type Qty, Ply 73468 J5B Jack-Open 3 1 AO121224 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17111:52:09 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-BJOk2jgSjru7x_analSxd WT44P5XmN2yX188eydHK ¢3-$ 5-0-0 3 4-8-8 2 6.00 12 1 f? m 0 �N fv ul 3x4= 3 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.09 3-6 >631 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.09 3-6 >681 240 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:16 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Provide mechanical connection(by others)of truss BRACING- B CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)1,3 except at=lb)2=149. Structural wood sheathing directly applied or 5-0-0 oc pT 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 accordance with Stabilizer Installation guide. REACTIONS- (lb/size) 1 = 272/0-8-0 (min.0-1-8) 2 = 192/Mechanical 3 = 80/Mechanical Max Horz r 1 = 167(LC 12) 3' Max Uplift 1 = -75(LC 12) 2 = -149(LC 12) 3 = -11(LC 12) _. Max Grav 1 = 272(LC 1) 2 = 192(LC 1) 3 = 96(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; Cat.11;Exp D;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-M wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. KKdq•rnf:e IlNuytlfKdfNrk•sf ne:USES( 11alae:r41MaFarcmcetnnDr,t mrmar,vsauel•fN6_I[;al stSiplNraniK nlliN anKNrliI!isf DK;fDBnfyIRS IN Ift lftsHll.IBaaa ru,C.F.IdNeaf N!!t5'e Ke.DdK3Bhe!Ylte ddNBEtIlIDD,ta'l MIT,ka!ttm!jris; ::-tKNnsrc.nDiBstnuiFsormsDesryfhyiuN{I,e,s,z:iBSrtBpue„e!rdKurIDDseyrnettsfxnv„:edNgsaLBflttdt!�y�EFtfIf81:A111!IIIIArball/K�p<IIElf3yETP!fhrn:hteeroDBdr,eaerT.-t.Ttxk!ll3l".Fi'..I.UgtOfEn"s".diinr Anthony .Tom6o111 P.E. rl estd!ds izsi5!f rdllIB ISIDt It!AA!IblihdCi]fllr,ile ON if[Bfse,trNfye91!IkrNI Desi re!,a rfBftddht ll.`SxlS:altle btd W rsth¢d RR.It ,mf!dttelDDul n.M1Bld ue dfie Tnis.i eh. Y 'Zt z! 4 !S'�AP.yflllF,NfnIldln¢Nt1fe ifS�IS3 h9 rt�Pu§':ryd 80083 f�Brdse,rdindI are!•Bde eN iiBf uvrifif!dl aes lKdtes.It,Tons Usti.E far is e0l r,,witE us;NNTassse,a- 4451 St.Lucie Blvd. ! 1' r r r s! r 1+ r. alnmdBerSfil4>3.SIIBq�d-fNt!osntmldadBBRlI. Fort Pierce,FL 34946 (opylighl02016A-I Roof Trusses-Anthony L lamb a111,6F.Reproduction of[his domment,in any form,isprobih0ed without the wrifleapermission from A-I Roof Trusses-Anthony Ueda 111,P.E. Job Truss Truss Type City Ply 73468 J5BP Jack-Open 1 1 A0121225 N 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 11:52:09 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-BJOk2jgSjru7x_analSxd_WXX4RsXmN2yX188eyclHK 3- 5-0-0 -3 4-8-8 2 6.00 12 1 `n q o m / N I� 1 3x4= 3 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.16 3-6 >364 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.15 3-6 >401 240 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:16 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30 5)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP M 30 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)3 except(jt=lb)1=154,2=150. TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. 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 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 272/1-0-0 (min.0-1-8) 2 = 192/Mechanical .3 = 80/Mechanical Max Horz 1 j= 167(LC 12) Uplift 'Max1 = -154(LC 9) 2. _ -150(LC 12) 3 = -98(LC 9) Max Grav 1 272(LC 1) 2 = 192(LC 1) 3 = 96(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=170mph(3-second gust) Vasd i132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.ll;Exp D;End.,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 85 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed fora 10.0 psf bottom chord.'ive.load nonconcurrent with any other live.loads.. 3)'Ti is 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-O wide will fit between the bottom chord and any othermembers. 4)Refer to girder(s)for truss to truss connections. � Ygleal•Prau�ntsFdl!ttR.tlt'A IFDrTIDSS[sfs�#rtk�lruttnusgcoaDrtuu(meu;tu:Tt",R(Cidd'LFDSY'.7r'tua.rtr3;lt;ppr5attess 5n1 ut15tltt es Risims Msyi kt.itr(IDD)mi4:le4o�T.GaM tfr..lderur.Sutthtuenl.fce!ss'1e?iist t'CtdmtPtTiO,uh AThtS d.flotsOillt!self.;-lMt5ittt'u Is2t-41tVtZ0lojottrlit.sjuielBlxtliRtltd us"MIty"es®Y1!1two': tajct'.tlSj fsip04!wilt Tins 1!pNN2'MW!,MQB Ito.ri!itsiriflii3r`�S:!i5+`'��'iSEi;! :nh Anthony T.Tomt-0![i,P.E. tttrted FisrrdsMnrks#�la.trnl<msskxldtw Ctne,hr Dsitisimet tl gnlrt$t6s yitc ,hhttts•tFAMlrt,de Qt te29t ludttilfartt{t r+ritl 1.Tit 511tstdWNW el fidi-if lit tTss;.1,N ludrtg. sid it lu tutusuitti 0 180083 ' htta:u�r:SipuNrtaakr.sntnnitttaoxT t�nt�tentas-t-. anal yra:tnmstnrliencr�(rsnn! alin55151oattetttd sucdsnt�ertllmibett:�ttetc:ndtn d�ut,tetnx:'tntctyrt�tualTnta,ne>,�t:i 4451St.Lucie Bhid. Setnhtldulire(uhtd tglettalsn ii•i'igkp silttit5�t1!lr.iktbitt 6t5i9.Etptttt It S6i tttlatl�y Prstltv.cv Trtss Srdeaf raa<d nl hiititl.[i,gihl;stl lt;atvt ts!{,rtelnlal' For Pierce,FL 34946 .(opysigbl*2616 A-I Roof trusses-Anthony L.Tombe Ill,P.F.Repwdud)on of ibis domment,in any loam,is ptnhibitH wiibout the winen peimissioo Item A-1 Fool iwues-Anthony L Tombo Ill,P.I. Job Truss Truss Type Qty Ply 73468 J7 Jack-Open 2 1 AO121226 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 182018 Print:8.210 s May 182018 MiTek Industries,Inc. Mon Sep 17*11:52:10 2018 Pagel ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-fVy6G3r4U90_Y89z7?zA9C3bsUk9GDdBBBVhg4yclHJ -2-0-0 Q-3-� 5-9-4 2-0-0 d-3 5-5-12 3 Dead Load Defl.=1/16 in 6.00 12 ¢o N N O � N 2 d• 4 3x4= 5-9-4 5-9-4 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.11 4-7 >627 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.14 4-7 >499 240 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:21 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 bti 5)Provide mechanical connection others)BOT CHORD 2x4 SP No.2 ( yth )of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)4 except(jt=lb)3=165,2=189. Structural wood sheathing directly applied or 2-0-2 oc purT BOT CHORD LOAD CASE(S)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 = 209/Mechanical 2 = 518/0-8-0 (min.0-1-8) 4 = 76/Mechanical Max Horz 2 = 245(LC 12) Max Uplift 3 = -165(LC 12) 2 = -189(LC 12) 4 = -2(LC 12) Max Grav 3 = 209(LC 1) 2 = 518(LC 1) 4 = 106(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11;Exp D;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. 6¢ru¢g nesie tFenrdr mite tae'AI 170E 117SSrS;iEnEl16EI�eF If1s158[rk iil[!S(ASTuNj itTJ';A(C.tlCdtFtlNEAI tML IGA(.M03¢r[I¢nfltn ItI n$¢>I!a 21ibi IIeU D¢.i1)ISYiy IIC4IQL IEe IfSM(t.TfZlarf,I.E.rtllrtAt tI24fT eft.U¢I'31 aII[rylie 9¢I!I IRH!IDD,4t!J MJTF[f¢IfE!hlr�f`eSSSNIM¢SeII1l Ba TDDUSt!¢IIA.ASetrefl OlIfga Elgi[en Ef.!,S�;¢h6aeee:;.nl!L¢InngTDD(tglUtas a¢nnT.ARAIlIEfai?sfla¢LI IfA iN'IIB aeSi!¢s IIIR('¢.I!!IK!f!ifltCt a!EpPTte!fEt'a!I tetle NDadr,¢.Uer tlFl.;ts ks Ia asi¢nisi¢es.6¢�ago!drtloal.smAiDry Anthony T.Tombo III P.E. rJ ne rl tl3 inssh:ug rdli¢F is lae¢esp¢!ikilagdCe O.s!r,M¢Oruifelatir!¢geifnl}elai!E eDessae•,atk nrt!tlAritn(,ssl;:ud Ne bt¢JIa:Cag oge¢o.r.+.l.ileEfg�¢i dt3e IDD¢il¢eg 6elAatA6e inn.al-al !i .sRng¢,nfhlltM1n nl Gnsgsl>IaLn!gaui!s.d z80083 ' ' aetrlagoesra¢xrraa:.seas;!!¢nsrtetoona rr�nesmsgEans¢to!tn!a¢gea�,msnmimm�ecrewsE:gmo»Bruner!t:-s¢a�g¢nLgs,�mla5wae:t;pmsehnnaaKaa,tn❑D!II;,.T!¢ ae�u K®am!Irad! tr;¢!s A451St.LucieBlvd.¢1¢mse 19uN tpeuA.N¢per!¢g¢¢"¢vauq k,tP rn::rs im;:tti ife Inns f>I�E>j¢eer is lCl Ge Ia lag Ce,:grn,nTn!s S}Y!a Eagn:er€nT iulSig.tJi ro2�abh:as nem A2¢d iritl I. CaPlTight�g4E11dA-1Roofpusses-AnlhanyLTomhe III,P.E.Reprodunionofthisdorument,in any form,isprohihAedwithout The wrinenparmission from A-IRcafTfusses-AothonyT.Tomb III,P.L Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply A0121227 73468 HA Jack-Open 6 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 11:52:11 2018 Page 1 ID:pZB3GguiPCN Ee_6VdEjXHVyg?bE-7hW UTPsjFS8rAlk9hjUPiPbo9u0q?gtKQrEFCWyelHI -2-0-0 3 8 7-M 2-0-0 -3-8 6-8-8 i 3 Dead Load Defl.=118 in 6.00 F12 T m o n 2 It s _ 1 It 6 4 3x4 7-0-0 7-0-0 Plate Offsets(X Y)-- f2:0-2-10 0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.23 4-7 >362 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.26 4-7 >315 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL' 10.0 Code FBC2017ITP12014 Matrix-MP Weight:25 lb FT=10% LUMBER- TOP CHORD 2x4 SP M 30 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)4 except at--lb)3=208,2=205. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 5-0-0 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 = 265/Mechanical 2 = 580/0-8-0 (min.0-1-8) 40- = 92/Mechanical Max Horz 12 = 287(LC 12) Max Uplift 3. _ -208(LC 12) 2 _ -205(LC 12) 4 = -2(LC 12) Max Grav 3 = 265(LC 1) 2 = 580(LC 1) 4 = 128(LC 3) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=,132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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-M wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for:truss to truss connections. v±unn±¢±6.9ilyaloe.(•a-(rosinKSISM1111F(rrz TEN&mranen(n?oxtaTT'i OTIEN01,Wf.T±,-ethop (a,I'm r±:n n:amurt?.MLF.Lto..t1o.1Tr-ease.admatenostdddatkemo,�ey WTeio¢emrjsa!s1ii:^tuehrl&7)Dso'et NiL Ate?!Ks 6¢iph(Ian{I.e,S±e3tU(Fa9eex;.D±Ld tt¢TiOD teTresetsntm;!aed(se pilsilnd ec(�tt±varzyu9lilet 4t htets.nt(Ikt sartin.t iera!1¢ile i[O ttlr,od¢l.%F?.ire i!sT+nstnrntcurtm6nx:,stiasry Anthony T.Tombo III,P.E. d tsedtksTms4±try tel6n is we resrn!iFilA;drie 0n±r,tleQrnistzha etd refalhldifiu Dcsigte:,ut4nmtltltu lt(,a!ti;at8eatdY;t[s3 nit esrr•1.tee Q,attddl'a?DD¢I nrfieNWeds±Tnsciad tiglx .sa:ge.itm7Ain ulMrzgsF£,aF n!rst5dh e( c80083 ep7es;^t:dfcr„tnocl. F—ITt—Tr'leeet;4!asµcs5laiestzdGf>sd7!l:es!Draper,Unsks;aBceal tnu6huit.^e•:yu!e!s 4451 St.Lucie Blvd. es�ettrttrTo,s�atrtde et�mtrirdlrm,a ttlntra!:etn�Etit«ru+e?near'ee:q,n,tt?rt!:sr!�Equarr.orlu5zr.All tvi"Aa;asnemalmiltTru. Fort Pierce,FL 34946 lappighi02016Ad Roof Times-AnibonyLTambo111,P.E.ReptoduoianDf Ibis do(ument,in Coy form,isptobibiledwisheo(the xTivenpetmissionhomA-IRaoiltesses-AnthonrL Tomb lll,P.L Job Truss Truss Type Qty Ply 73468 VM02 Valley 1 1 A0121228 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 11:52:11 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-7hW UTPsjFSBrA1 k9hjU PiPbyluB8?gtKQrEFCWycIHI 2-1-4 2-1-4 6.00 12 2 4 T 1 B1 a a 5 3 2x4 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a - n/a 999 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-P Weight:6 lb FT=10% LUMBER- TOP CHORD 2x4 SIP No.2 5)Bearing atjoint(s)2 considers parallel to grain value B CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING-TOP CHORD designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 2-1 4 oc to bearing plate capable of withstanding 100 lb uplift at ROT CHORD purT joint(s)1,2.Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a movingconcentrated load of 300.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. REACTIONS. (lb/size) 1 = 81/2-0-12 (min.0-1-8) LOAD CASE(S) 2 = 66/2-0-12 (min.0-1-8) Standard 3 = 15/2-0-12 (min.0-1-8) Max Horz 1 = 50(LC 12) Max Uplift 1 = -22(LC 12) 2 = -55(LC 12) Max Grav 1 = 337(LC 24) 2 = 322(LC 25) 3 = 315(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11;Exp D;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)Gable requires continuous bottom chord bearing. 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. Ywasg Rtsu 6>tterilrlH;t■6e'A�[[7T i[USSES';?`lrl^�.�tEUt i2Y.i t(OXGT:Ief(CSiLY!UPEI�2(Ci7Yl[gF3k'1T N.e,rnd!rr:5!yztae;tr,nl retl tees x 6it rtHi a:irt krsip(DOta76!rty>.t(T.Tteu IZi..lSeretr.j3eel idue Hl. Et!36]e.ist stleE ea3e icD,ttlr NI'ItY[Fnt1?tt rlil!;SR'I et.fdli(h?f�hrllC5t.r1!TIll3 tlt W:61tP111t Srtf'1Gj'Y.tlI BI SIQ If Gf T.11f}!!(t2ftlYllrliEtl��l j'lltli FE9_ttJ1RtI}ltSr443!L'''h6!'S'!GSiTtd.^!ili3lPTii:fL:rW^ILU�LT"ltdr,!pIM IN I,rIl It51r6 HiFEf1A5.RJ1 aiu,±0d MI. Anthony T.7ombo t(:,P.E. tre ttt0tes ittss IM er r::(,r!; tr'ms:}4yd6,Cre!!,6,Ottoiellktr:td s;!ettrItWz nk:tpn.,itfi,wrigdih C41111(.!1.latlentg.fitod 111I.TMgposl 9Ist1,55 ad P1 btliw61 itIms;w'l'gh.Uor.sinsit,a::�t.W kah;IM it a!wya;iHi d r 80083 t 6,10f.1 1,4P..1 futlf9]e..Inwh33lifdA,'b.M dit r,v,t drS."tmffttr1 rgcomp'dStit.Iffit,tf9gwihlitiH Wstil.,Wttwt!1Kr-0 rHliOtt.741lAl4b;my?tflid H.11*.'f:mT!t3stup.,6i3![t.v rly'm.4 Ta.,M.'feMt,Mtn' t6traiu rr"oer lTt[anxltytd ytxrt one gkr a'tyssfie it!ehtd.ilt6tH[ksip Eer:alni3t0i lit l�Idnr Pe3irttt.t+Teats Snrea Eeg:cdtg hilftr.L�aii6G.tl k;A!ttt es idrcte itTfll. 4451 St.Lucie 01A. Fort Pierce,FL 34946 (opysightV2016AA Roof irusses-Anthony 1.Torahs llLP.t.Repi duhi000fthisdofumtntinanyfarm,ispinhibitedndthoutrhexrittenpetmissioefromA-lion]Trusses-Anthony L Taisho 116P.1. Job Truss Truss Type Qty Ply 73468 VM02A Valley 1 1 A0121229 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 11:52:12 2018 Page 1 I D:pZB3Gg ui PCN Ee_6Vd EjXH Vyg?bE-bu4shlsLOmGioSJ M FQ?eEd87TIYnk77U eV_olzycl HH 1-10-8 1-10-8 6.00 F12 2 4 T 1 r j q 6 5 3 2x4 i I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL, 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 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-P Weight:5 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Bearing atjoint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING- designer should verify capacity of bearing surface. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 1-10-8 oc to bearing plate capable of withstanding 100 lb uplift at pudins, joint(s)1,2. BOT CHORD 7)This truss has been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 300.Olb live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. REACTIONS. (lb/size) 1 = 68/1-10-0 (min.0-1-8) LOAD CASE(S) 2 = 56/1-10-0 (min.0-1-8) Standard 3 = 12/1-10-0 (min.0-1-8) Max Hors 1 — 43(LC 12) Max Uplift 1 = -19(LC 12) 2, -47(LC 12) Max Grav 1 = 331(LC 24) 2 = 319(LC 25) 3 312(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=1,32mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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)Gable requires continuous bottom chord bearing. 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 20.0psfion 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. lip.9.1111nu 9aae§S!!!n:t.lit'A.i Info sis'si p"AuAl ift 5voMDWks 10ca;'IU!Fr"d(LiDAIfDELLiYTft:a.Tadrdtc�psr:esul nilM edetktlit'1m Wlip Gr.i1§,iDDleba•.d atF.ia,HlLr..it!rrus ksl[fietln ne.Ytts aSr.�ss a'['Nen�elD9t,a1! xad1 §m11�a§e.fetix t[n}ermAfat�lee y�wl,ie..sr1 EP nelldr: !rD1[nlex®we!wd�+ra 1�«n§ur1�§fe1� n aa§11ta i:ymsk§2tm^el ldr,nixlRLrxlefign;n�m saalmi'eu:= +:m Anthony T.Tombo III,P.E. tdsadttlt lrst bl¢g6'i�§H',.nr§[n1:a:!rdl61 C+[an,fu Qtfaifnl4nnlerr�e15t 61�#gD1!'.,^+�',hhe 1[[x;[fllt lit[Kadro loll M1d'n 180083 ' GIIID:U§C:p�wCdCRbY.IiL AII131L1f1IMO�tT:�CJ§tMSlftFd§S:dl:[lidk'ridtgCC3rAlI1S11Id1!�fl-*i0(T.SiltitdF'eFIGISGAwt![{Yf[I}dd'rttGd§[Id&%R S?IIS�:flSt!tir+flYtC'.iGdda.KlI3'T:[4Dfkpw,CR31ft1�r/rmtlwdrlgltSH4(i[eN,mL'1[ 4451 St.Lucie Blvd. lflerait/duldfiaRlkrt sped ry�it..r`a§yycals it![t.td.illLrlf Dngl Eeii±!!i14Di of tdt§iq lgl;prcv?nts Snrew EcB[n11u!§JGs§.171gD11iadk;alat of dsfidn;PF?. Fort Pierce,FL 34946 t (opyfigbi021116A-1 Roof Trusses-ActbaayLiemho III,P.E.Aey!adu:tiooel ibis dcrument.in any form,isFichibited without kewlistenpelmilsioa from Ad Roof Trusses-Aot6onyLTomho111,P.F. Job Truss Truss Type Qty Ply 73468 VM02B Valley 1 1 A0121230 Job Reference o tional A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:52:13 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-34eFu5tzn4OZPbuYp8WtnghJFhul TaMdt9jLHPycIHG 1-10-6 1-10-6 6.00 12 2 4 T 1 4 a 0 5 3 2x4 I LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) n/a - n/a 999 MT20 244/190 -TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - n/a 999 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-P Weight:5 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Bearing at joint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 using ANSIfrPI 1 angle to grain formula. Building BRACING- designer should verify capacity of bearing surface. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 1-10-6 oc to bearing plate capable of withstanding 100 lb uplift at puriins. joint(s)1,2. BOT CHORD 7)This truss has been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 300.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. REACTIONS. (lb/size) 1 = 68/1-9-14 (min.0-1-8) LOAD CASE(S) 2 = 56/1-9-14 (min.0-1-8) Standard 3 = 12/1-9-14 (min.0-1-8) c Max Horz 4, 1 = 42(LC 12) Max Uplift 1 = -19(LC 12) 2 = -46(LC 12) Max Grav 1 = 331(LC 24) 2 = 319(LC 25) 3 = 312(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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)Gable requires continuous bottom chord bearing. 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. Yfaoay-P:w;e 53stxp!i:ssvr W0 S63£TtOSSISIK"�si,011s1 I.¢t4S t iCXNI!OMS1EYiCM;pMl`!(Cs7%1F05V'S1'ida.Tu*ylip{pps ert s xl ie¢!¢eses¢eRis!W Nap f<esiel{IUPimdAa 4`:es!T.f3aS3L y.Lli.§rene SSeet1¢hrrna.U-ASS O.is3 st-W eeN ro uh Yn'et«aeGer;lYessN!I to KedM?ielL3hketli!!s¢1.ms@ecmFyanr;Ir.,S;ei^+runlResesi¢xeq��1¢cYesesswexgrtx3aeS ysinss3i 3:yae:ra7 sesFa4lhhM6e Gsipl r3¢sn;!e Tim.,hli Iden'>413 re1,"Ifflni. l:si;e ess-:yaas:'¢sSsa;sN^:,as:se::4in Anthony T.Tombo III,P.E. eedi:ek RL'ipss In ce78a'sligG,.e rigtmz`1;3:Ie3 Crm_,Ge D.ec inl4ersil ratir$36t%gLhs. .hh3suer,¢fds!I(<Be ltid,.t lxd>adr:¢;serfs aili!11,i33 gPettl>fkiTEg a¢!¢xfb¢Idrs3EtiTnss:irircag zs¢Qliey.slnq¢,!isz'isrc iail=.¢wgsS¢A>e sas re;lmsait^fd 180083 ' IIeI'ifte;C:UpFfOISfI�IY.1if.Soli!lSfeI3sIC53PuFte�eFltC;iftel[ce3':feik 3tt[3�C¢3]A¢tlS3AY5M%Ztf9(T.J Hf£1!iHeIISIGR3itiN![(tl.+';Klil{iICU.M1f.,.$t3?byte]4`N,mllNritM7!.s fer:_^.ae;?,x N'T 5p".WT."4a9—'� cel3ss 4451 St.Lucie Blvd. sRer�'sst Idael s*o fe¢hxs egmNgce h n_q Fy r';panes i¢tehd.i!e lse5¢Pisip(M:ei•,(issS7 Y 3ldlrny Rsipeea hasSyssea Elie d¢n,Wiling.s!I n;ihti.a Lsas ae n t:Trtei is iPyl. � Fart Pierce,FL 34946 topyrighta:2016AI Roof liusses-AnthonyLTem6a111,P.E,Reprt-0aaiood Ali dommeol,in any[arm,4prahihitedwilhoollfiewrirlenpermissiaa from AI Rod Trusses-Aolhonpi.lom3a III,U Job Truss Truss Type city Ply 73468 VM02C Valley 1 1 A0121231 - 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 11:52:13 2018 Page 1 I D:pZB3GguiPCNEe_6VdEjXHVyg?bE-34eFu5tzn4OZPbuYp8Wtnghl?htpTaMdt9jLHPycIHG 2-M 2-0-0 6.00 F12 2 4 T 1 / B1 a " o 5 3 2x4 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a - n/a 999 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-P Weight:5 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Bearing at joint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING- designer should verify capacity of bearing surface. TOP CHORD t 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 2-0-0 oc to bearing plate capable of withstanding 100 lb uplift at purlins. joint(s)1,2. BOT CHORD 7)This truss has been designed for a moving Rigid ceiling directly applied or 10-M oc bracing. concentrated load of 300.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation quide. loads. REACTIONS. (lb/size) 1 ,= 75/1-11-8 (min.0-1-8) LOAD CASE(S) 2 = 62/1-11-8 (min.0-1-8) Standard 3 = 14/1-11-8 (min.0-1-8) Max Horz 1 I= 47(LC 12) Max U lift 1 -21(LC 12) 2. _ -51(LC 12) Max Grav 1 = 334(LC 24) 2 = 321(LC 25) 3 ;= 314(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;IExp D;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;Lumberr DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)Thisitruss 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. F(a«.y Ptase tin +M aPkty Ne�l169rt1Pi5R1'4$'9'.'r.N:/fI1ElYSNE9NPITUtl3.Eiritt�tU!EI":irf7Y1FO5s4lT rota Ynd!etngM{st4nCi mNiniWlsntlis Hess Wlip Ut+u§;;PPJesitS:Ls!l�rT.ltaSt e$Netlttfinea Gt`rs s!oe.ist s!ftemlblPP,PIy mfiai mv+il{Ites shllle t:elta?rtC?,'«htdii tsei:ets is:w t!f'vtn;ie.iftG^ifs atRseG asap 6'J«tsext®rlepiaxacrtfahsite cal n «sfafaPrMhE.�iftdir.siofl:Ttns kri�lea".e14sd+,+eltr lPFl,rs:lesyRnus>s ',mf�«!Sets,u 5h ,gnftiony T.Tomt-o t[i,P.E. ¢et!tds�:l«ss in tey{#3f tSi{'!t1yMfF.'M1,fJtx PYFt'.,4t'JTtEl sitdtt2tNofttlttw@S#yCY,'Yt!,«ht1K'tk[?�.t�Lt}dRC«dtkd lFillIlJ3jitat fl:tlrl I,rkf)f1flII�St1 clef Cletllt;l AISfTMt;Ot J'Cn11nf,3ln2t F.L fhO ffjR'REj{t[IItl:Pt«;iPtikll.=/d 180083 ' nt tnlfef Ptsi;,tt Pet3!Nrui,fllw«s id Mn5!T7 Pdlkpect«ItN§H.,tEtt lT'N.Le2f C09rietUSEtif Mtt�ak9(ZCL'I(tSF:LkIf!iFI eGI SrCN ttt itiNenN!M fitlFS fsifFAL RN ISMS ht/fi�:1SiIri�M«S IS 5lT:5:{tt¢nN,.«i)CtLfl rtfnetl Pei«ff SlrtfhAaR,CAilSS 4451 St,Lucie Blvd. Nn.i.sA Nr t tahxl tptdryse it stNy=ftdin'mtttt.t!t i«sN Pes�p fy'ut!:is A9t 0t{dltof Ptsiptt,ew ltnsksleaFxsts d m,&ilGq.Lttpi4Psd Iat to es et5ete ittfr?. � Part Pierce,FL 34946 topytigb102016A-1 Real Trusses-Anthony1.lombe(0,P,E Reptedudiona Ibis doromfe,inanylotm,isprohibitedwithanl the wtillenpetmission Item Ad Ron]basses-AprionyLTombolll,P.p. Job Truss Truss Type Qty Ply 73468 VM04 Valley 1 1 A0121232 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 182018 MiTek Industries,Inc. Mon Sep 17 11:52:14 2018 Pagel ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-XGBd6QubYN WQ1 ITkMr26K2DNd59UC1 cn6pTvpryclHF 4-1-4 4-1-4 2 6.00 12 4 T j Bl Y 0 0 5 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) n/a - n/a 999 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-P Weight:12 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Bearing atjoint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING- designer should verify capacity of bearing surface. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 4-14 oc to bearing plate capable of withstanding 100 lb uplift at ROOT CHORD p T joint(s)1 except at--lb))2=130.Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a movingconcentrated load of 300.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. REACTIONS. (lb/size) 1 = 191/4-0-12 (min.0-1-8) LOAD CASE(S) 2 = 156/4-0-12 (min.0-1-8) Standard 3 = 35/4-0-12 (min.0-1-8) Max Horz 1 = 118(LC 12) Max Uplift 1 = -53(LC 12) 2 = -130(LC 12) Max Grav 1 = 387(LC 24) 2 = 352(LC 25) 3 = 335(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf,h=14ft; Cat.11;Exp D;End.,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)Gable requires continuous bottom chord bearing. 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. #gnat P:w.atiaaayiy:a,u.t{t'A 3 INTldii6ISrlirr;.Riful IitpSiiGNG9;3YS:LiTGY;lMl`ltrap [D'WVh'a iad!1!a:;spxnNusaadreal ndasnrills i4ts De:yaPs�iep;;GPjtrolhe 4Yn1T.IsoN(tr..l=IereGaiieat{t6rt au.Ca:eti sscris!9:etmu�72G:ad* xdat gars rips N HrskMS:¢nn{a,rtt l aTm:Ceuyaiyn:np<..sa per a ef: , =yr5 enereasmantmua r nsc:az�:u ,espn xhrd teu;avt u n;isTrnsdy te,ael as:y,ntxirri.n:tsy!nvsyxm mt Mer::s,x n Anthony T.Tombo 111,P.E. al.:rNt�simsMaeyt tar3'.�`tnrteer �,des C: ,ha Cs...... esllrld.To rlpnil' i>�al s2thallases'1:a ln:s,®cie aatluy.smrr,u se atlru7 sidl{a as a;ynsciln c? 80083 4451St.LucieBlvd. t r1IIrlUale!ittNfCflrata?aif.SIIM1aSflIlNoSela.SartrtyttC:t!]Wl{kC!�L?iRR>LC!F2J:FS)A�lLLSte(tldetztsa{Yil!pisti:dHiHtFt}i(,{geiFlNla(ttS.{1Xial[,110a.r?Fit'i9?ShOiFie}i11SILKAtdNh,IStltfa3ii!kY.f:1fI51ClII�CIJiEIf(ifllt32f�f16(aGY.tt.R1�a14 aUa�a dr'nellt a Ga4�l eSinlapa i+!i=sG e7 r;ycara u hat.iai urns Pas+phiae!r is V i ue s 7tlq P!s�paca 3mz sysrae rgt:sarda:.{mart.tG ata,r,.>r L;"as as als,Saln;PFI.(opyrigbt�al016A-1Rooffrosses-Arllmay1.rembeIII,P.t.Repioduaioaofibisdasameai,inanyform,isprohibitedWithal1hwlileapami<.siaafromAdioolhusses-AnibaayT.TombmIII,P.E. for Tierce,FL 34946 Job Truss Truss Type City Ply 73468 VM04A Valley 1 1 1 A0121233 ;• Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:52:15 2018 Page 1 I D:pZB3GguiPCN Ee_6VdEjXHVyg?bE-?TI?JmvDJheHfv2xwZZLsFmZM WHxUswLTCSLHycIHE 3-10-8 3-10-8 2 6.00 F12 4 T 1 ' B1 io o' 5 3 2x4 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017fFP12014 Matrix-P Weight:11 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Bearing at joint(s)2 considers parallel to grain value BOT CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to grain formula. Building BRACING- designer should verify capacity of bearing surface. TOP CHORD 6)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 3-10-8 oc to bearing plate capable of withstanding 100 lb uplift at puriins. joint(s)1 except(jt=1b)2=121. BOT CHORD 7)This truss has been designed for a moving Rigid'ceiling directly applied or 1 G-M oc bracing. concentrated load of 300.0lb live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation Quide. loads. REACTIONS. (lb/size) 1 = 178/3-10-0 (min.0-1-8) LOAD CASE(S) 2 = 146/3-10-0 (min.0-1-8) Standard 3 = 32/3-10-0 (min.0-1-8) Max Horz 1 = 110(LC 12) Max Uplift 1 = -50(LC 12) 2; _ -121(LC 12) Max Grav 1 = 381(LC 24) 2 = 349(LC 25) 3 = 332(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.II;Exp D;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)Gable requires continuous bottom chord bearing. 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 rectahgle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord,and any other members. Yueap Peo:eSnplill in!tr Ce'A;16grT1USSESCsa[Ti•-??Flsl lilMi 6 i9llgls�Mi(FSidY"IU!EI jp:[Y�Y[[OSY.RT Itte,radyks:�yxexsxs nd ini sates n ais tiEss UEslyn krsiEyl;DpkealPo!eeeay T.6aM IC,F,r.litxelL Sud 5etne!s!.Ge!us E'Sxxis!iiEed�atirg,!elr lu;ao�rola!ikn! e a:¢rhi!tstt:ermieE;®r: !ttt,sy!r'rr;a:tn!udE��rro-i:>z=:mrarh«ahr E era�rzsyevs7h,rtCuyd sistlxiiast3ys1d4?9!elr,nix?PFI.fi3!{ynn;Esrrss'tafaloNEEts 9h Anthony T.Tomho III,P.E. !E{endl4:?mEte,sect,ft!g€s ns t.5 s;aYEc.xi,nEo.Eci'seer:��d,¢minis <.. ,nnEia oifn:Y;as¢rsuuelndiamyi Eo+ftru.ne!yr:,eta;s!?:rE��yr�uE:!dae?mi.i� a n:r.minE - �Ika�is!rnr,:n:wiau a a 80083 ' mliatr["vrxm6do".utaansn:aos:M.41zrEeuieo+s iseikiW&iIm—Serhld-t .(r°SEIrAyidllr Mid W1 CEimtot!ttsir!rM.1im,; 4451 St.Lucie Olvd. eaEnisi d:reelh,E(whxEep!dEp[arE.ray wi raLee inEl!ii-?IEL!s!pu�gE;•uv is 45?heldtor 6esigeec:?nis Snie:Ec�awden,hiltEr.i=,?[ihlfala;�!>enifi!s[hlfll. Fort Pierce,FL 34946 (opytigblw2116A-1 Roof losses-Whey 1,fcmb III,P.E litioldOhn cl I%dannatnt:in coy faim,is pion,itedwilheuIIbewinenpesmissiee from A-1 loci lmsses•Aolhcoy1.lasDn III,P.I. Job Truss Truss Type City Ply 73468 VM04B Valley 1 1 A0121234 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.210 s May 182018 Print:8.210 s May 182018 MiTek Industries,Inc. Mon Sep 1711:52:15 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-?TI?JmvDJheHfv2xwZZLsFmZrVV xUswLTCSLHyclHE 4-0-0 4-0-0 , 2 6.00 12 4 T B1 -- 6 5 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight:12 lb FT=10% LUMBER- TOP CHORD 2x4 SP No.2 5)Bearing at joint(s)2 considers parallel to grain value BOA CHORD 2x4 SP No.2 using ANSI/TPI 1 angle to rain formula. Building BRACING- 9 9 9 9 TOP CHORD designer should verify capacity of bearing surface. Structural wood sheathing directly applied or 4-0-0 oc 6)Provide mechanical connection(by others)of truss puriins. to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)1 except(jt=lb)2=126. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a moving concentrated load of 300.Olb live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Top Chord cross bracing be installed during truss erection,in and Bottom Chord,nonconcurrent with any other live accordance with Stabilizer Installation guide. loads. REACTIONS. (lb/size) 1 = 185/3-11-8 (min.0-1-8) LOAD CASE(S) 2 = 152/3-11-8 (min.0-1-8) Standard 3 = 34/3-11-8 (min.0-1-8) Max Horz 1 = 114(LC 12) Max Uplift 1 = -52(LC 12) 2 = -126(LC 12) Max Grav 1 = 384(LC 24) 2 = 351(LC 25) 3 = 334(LC 27) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=S.Opsf;BCDL=5.Opsf;h=14ft; Cat.ll;Exp D;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)Gable requires continuous bottom chord bearing. 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. u4�y-repa4y !nt.rt4teBfnodsn;sflr,autif t(oaortiawunauriufr^4(r4oaf(8141daaTndydteroyrtarasndleAWu6ttisssnsWrylWtw"jilBBifda:40=1T.Tf:M DUE lew—Spe!Iptlnels!.lL:smmsts dwMlB;!!h NiifttfaltCv vines st!9!e sedhrfl!(C?h!e!�'t 7sftns!'e;oafy aenpe Spna+rfaj lwd,tit ser evQY R9 if#t;tssnergheux"s rftn;ker±fln±na7 nsMs.`J!Md±d4tlpo Ural shpil fleas d!pGtep41:!llh,fe(x 1141.Ta!flsiptnNsd'fm,'sed!>3 rG"u;,t#:5h ESitt10;1 0 r P edt.ltdtas inns ineyr .sta mtffil:atdr.,Cwfr,fi,owte's'dms'l spOntaW-an .},IN 6"irse.ni ltLd4lr(fdrst IKIIWfnp!dt taditld.Isttpdnrfl ;4!1;i sd fti Ntlt trld lTnss,at-P."tBi.Gllr.rdil(itG 'E!'ttLFdT:rtlll9j rSfII7!Al rt1DR141I=(P yT T mtro li., .E. ' nittil4u C"esns(aelsois[I.Afaesstitga3tiC_sd"� C%lSof tl:f:.[ft0.!l:rfi (t£AlnSefilftflaatiaYS: 80083 r.O.,lr(intfitnn(li;4kfftl4ti4MadII,MI.±r13tr1fplf5Ci:11©I INNtIS!TffJ�ti&Xr,4nlMifpfflj'.tfGIDiilaffSlfltdi[Y'tt.+A!!f 4451 St.Lucie Blvd. tRn.pudltatfht[udzlfyetdgxun�ky r';polies i+nhttiltLni OnipEa..sis 19i fititiilhp 0ny n.cifns Snfeafnitr:tla!4fBfitr.Lnditfiuti R;a±atnfu'udit iF41. fort Pierce,FL 34446 (opyriyhd:V 2016 AA pool liusses-Anthony L lemhe 111,P.E.Itpiodurtion of this daumeni,in any lotm,is prahihited without the w!inen pamissiaa fium A-I foal Masses-Anthony L Tamho 111,P.E. Job Truss Truss Type Qty Ply 73468 VM04C Valley 1 1 AO121235 Job Reference(optional) A-1 Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.210 s May 18 2018 Print:8.210 s May 18 2018 MiTek Industries,Inc. Mon Sep 17 11:52:16.2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-UfJN W6vr4?m8G3d7UG4aPTJIUvstgx64Z7y0ukyclHD A 3$ 3-6-2 3- 3-2-10 2 1.5x4 II 6.00 12 4 T W1 n r ' B1 Li 5 3. 2x4 1.5x4 II I LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P 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 WEBS 2x4 SP No.3 joint(s)1,3. BRACING- 6)This truss has been designed for a moving TOP CHORD concentrated load of 300.01b live located at all mid Structural wood sheathing directly applied or 3-6-2 oc panels and at all panel points along the Top Chord puriins, except end verticals. and Bottom Chord,nonconcurrent with any other live BOT CHORD loads. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation quide. Standard REACTIONS. (lb/size) 1 = 170/3-9-14 (min.0-1-8) 3 = 17013-9-14 (min.0-1-8) Max Horz 1 I = 105(LC 12) Max Uplift 1 I = -47(LC 12) 3, 1 = 100(LC 12) Max Grav 1 = 377(LC 25) 3 = 377(LC 24) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-346/267 t NOTES. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd{132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.III Exp D;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)Gable requires continuous bottom chord bearing. 3)This truss has been designed fora 10.0 psf bottom chord live.load nonconcurrent with any other live,loads. 4)-Tf is 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. Kum-Rn;et3ae if ttt!ty 1'10119Sr5r5101,:TErfl Rix t ioinom SI@irCM;'N'ff j1;CigiRlfgEk51'4ta III*lisp pstitsiIs u/ittd nits ttft;mi Usila h iey,ig0l W Ix.4slar,I.I.M.U,r1.Wernashitldtu ast U%;;e!—ia"MN nth rvo,ufy Niiet mArAdessk:IkrseditrTs.1f31thet511saI.msCtsm[yvn(ie.Sret�.9f*y>•'aLlkseEnaiRRiepestssmassNoed�elMnzttxtegaenijrzspti 3rMPrtavpdaetis3leisrstdaialm�T;9nfr,tstnllFLTuieslats:sr}xas'e;;.sy;x eas:fr!:'.5ry AnthonyT.Tombo 111,P.E. tstanAtYtimsin eg k:3alis'a mryer .gdht Ctee,htUsaeismtnisd tyntnfie 6m.ga�'ptt,Ghtt tq siiklr4fie gTat'u lntl7n!ip:edsWTH-L TtsttNnddKl9nloellitltneddtTnss:iu'oisg4utler.sbien s.ireCttd4ai+3 sw is DwIras8d;td r80083 '', tiah74gthitperalfieh:]ar.SlltnnirtMa3tTF;te6Stpreietetlrr.Etetsd!ltEa!fa�rcnfaen$dlrldossrm{1`Srirm4kii+Tlt:lS4tltrestf-wnnl3r+ae•drsitat i?41de!wsltest;ptsniL:ssWlartsd5ttsnCa:gasr;inn[enprepeeaa/FrntNateltten, to 4451 St.Lucie Blvd. •d?u:iu Ot!fieegt(ahe•,I tpeetrNs it.t yfy¢:Eciht d.Tit Tms 6nip bf.dl07 fit W16.1 Cniptt.t'ims STsIn[rear div 11,16rA9tt}ihli;Alsr.saeadtiutdis TFld. Fo�'Pler<e,FL 34446 • .CapyTig6t.�1016 k1 Roof Emnet-Irih¢¢y i.i¢m6¢UI,P.E.ReptedosG¢¢¢i this du¢msnt,r¢any lmm,is pt¢6i6irrd xdEau06ewritle¢pnmissi¢¢Gem Ad i¢¢lEmstts•A¢tG¢¢yi.T¢m3¢fll,P.E. Job Truss Truss Type Qty Ply 73468 VM06 Valley 1 1 A0121236 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 11:52:17 2018 Page 1 ID:pZB3GguiPCNEe_6VdEjXHVyg?bE-yrtlkSwTrlu?uDBJ2_bpxgro6J EUPNM DonhZQAycIHC 2-0-0 2-4-10 , 3-6-2 2-0-0 3- 2-1-2 1-18 4 1.5x4 II 6.00 12 3 1 8 5x6 11 Ti 2 j W2 cl --- �, - LLLIII - 7 10 6 11 5 3x6 II 1.5x4 II Plate Offsets(X,Y)- [2:0-3-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.03 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-R Wind(LL) 0.03 1 n/r 120 Weight:18 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 WEBS 2x4 SP No.3 BRACING- joint(s)4,5 except(jt=lb)7=106,6=118. TOP CHORD 6)This truss has been designed for a moving Structural wood sheathing directly applied or 3-6-2 oc concentrated load of 300.Olb live located at all mid purlins, except end verticals. panels and at all panel points along the Top Chord BOT CHORD and Bottom Chord,nonconcurrent with any other live Rigid ceiling directly applied or 6-0-0 oc bracing. loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation guide. Standard REACTIONS.All bearings 3-6-2. (lb)-Max Horz - 7=155(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4, 5 except 7=-106(LC 8),6=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) - except 7=441(LC 30),4=312(LC 27), 5=303(LC 32),6=375(LC 31) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-412/478,3-6=-326/258 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;TCDL=5.Opsf;BCDL=5.Opsf;h=14ft; Cat.11;Exp D;End.,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)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0.psf bottom chord live load nonconcurrenf 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. Yeia+q irret{nercr'a't rt!Ifr IWA ICU 110SSE4{Sflili M.!MI{AlTR1si S(GMO!iFSNt iSiGNj rIPEI':ICfpjpllO"ss"5r(EtgT ttitJy319NH1 e!tff3t001!f ee tFis'+nI(Itliie perie2,1(Ip1Cd!J!!G:'.tar i.TIa31I3i.r..{F'Nt!C jlttl{!Ilftasl.4t`efi5'SP.xi{!SI?tt tntEl PO,!elT tliittlsu!tb Ihles sh1 k rtlhr 5:ib?IIh iCLL Is alms @!sim teThfetiit.Speri=7';xH1 Re sfu'na7 YJ afy2sext m t:ft/tufe�Gt r'+ftls!nr ngnzHhl iesµaGlirtn E!dfli{a d a!shtl!irs!s tf{u"eta4t121 eeie,e!tfr 1r41,h;tfslil nsr: fm,'!aesg xwtiens:Ir 'm M e:!AJS:Tmsi!r QI{;iagc:tres J.�"+�LY C><rf,ru OTrfisth;Hi!d tu'>Ee R.x.hfuf�:trry lkt llC dt Qt ta{tie hf!I»lira aa'tWRId.An ia!>f�"aL9u;gfieUatdt:t Trrs,hfiff I>:tlh.slnre,h�:'tYa elrf.ei Iles»?!fupnsutikrd Anthony T.80083 t[i,P.E. „sooa3 ne Gdfvjr:4gn CettiWY.R(,Igat'.nlFltna5f1=5 eXv+a pfcifsr.igrta':esl dhfk# Ssx>aeta SdYt lefnesas(TiS9rei=tifil.iFl eat{liA rnff!xai!lh sfce'si Mia�f.i?4ti!'ufstie!fs9sls�iG:fs�lnxl flts!s Ceat>r,rnlltes+}I r!tafu a(':nx SlnrhfrH,w:ns tlAartii;flr off i!dt+hv;l ogieedgsfii ri':akp u;i piifl h.dat.ih Ls1P!sip Eue'ezaf is K9itiJaldiar Msigneel!ifrts Srflen tg fttdu;k+iff9,tEiIgilaB.>t las:a!nfeEeet is TN 1. 4451 St. I For:Piercw,FFL 34946 (opytiobfV2016A-1 Roof trusses-Anthony 1.Toarbe111,1`1 Repfadu;fionofiasdacuwnr;in any form,ispm6ibitedsri1hultht.lirlenp arission from A-I loaf Trusses-Anthanyl.Taaaholll,P.F. JANUARY 17, 2017 TYPICAL HIP/KING JACK CONNECTION STDTL01 CORNERSET GENERAL SPECIFICATIONS 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 Attach King Jack w/ (3) 16d Toe 772-409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's . Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & & (3) 16d Toe Nails @ BC 2i BC (Typ) 0 1 ' ti i ttach Corner Jack's / (2) 16d Toe Nails a@ TC & BC (Typ) I �I i yore tlme!¢- nur Ae'!I:)F ItLiS3,"St11tY SIE 11:TttxitlC ibRSIi:151t F¢R7Y:ItiR.Y'En f�v$;g+,rws„i oum+iehSe� :tsit C:. tr 'Ida;el Fs leis+:.in3+.t1,le3aaceR.ii w !sE Cr<t4.:iaar•Ya ot6:I(1,iyh .i 6.'Trinalum tl2es srs9ia relit Yuik.mlelel:3itt fsdeu tatilz%i(t.IpoiLi EaPx1+',,Wad4tia,.N:U.eep trt etu.. al€tµd_K1:$ ayiltz ntwtutihlu G!6!_igtaitle�kFlt,ns:agt�mb�ir+d1mt-t:lbl.;5e levnasst}irc�ti fir�u}csair iusirat Antony T: 111,P.E. ftld5i13IL<Ytt15]t¢rrt.?Saialgll�3!!icm3„u,fl Fr.Q n.MOre±;Sn7d13Cel et�7KM4vlti3 d?3�.e11ee 14�tEIMQ St3L tAtntl 1p;tll3:�lbj teEe 6d�N.L e51�Fs.et$(Fht{�GA P!$2�3ak$A!((`f3,iY+m';'�IdSA3:ifH'BF!<OAl'�txP6F(ht�.{S5i11.1Cf 1YlFl9i$i�l?�': 'a.�Qg83� k`A(ddfYiyfe��.4CER.1":92�£SI(SRBIIk1]�3R3QtFlip�giJGli$ItI�.l�I.ro�ID` tf�it!5J+Ft'I($r F+�Il�+1r Ql:lb.f3./G cIHW3d�i FOP'e�,�1¢i!!T)rt'EfSiiS![EiYil:ltf3ki HL1f$A5In59OCF,Rdfa ila53�.Y�ji3j}ttt S�IfKi k3A�{P.'B/e�R§ii 4 4SI St ttide 6hd,. rtrxcal.+�t h.E.w'ai yis'w sl�.e�ey It m?etan+nd tKinndtvistq x"rktaelss�IhsiP�mt?=33$xe*Gpnman bat S.ki-n:.3i.mz:Et id.n Ii}I, Fdit Pi&ce,FL 34946- �' top,tijbi01RMA4AedlTissses;A146sy7;To6a111,pi.Atpiodaationoflisdomtxet,inoaylirritptoAikit¢d•it!owA0 whttopelmtisknhmA-1lavTimes Amhuyi.To bo91 P.l: FEBRUARY 17,2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD o; HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 4B' (SEE SECTION A-A) O.C. ATTACHED TO VERTICAL WITH TRUSSSES @ (4) - 16d NAILS, AND ATTACHED TO 24' O.C. BLOCKING WITH (5) - 1Dd COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. A-1 ROOF TRUSSES 4RT IE CE,FUCIE 3494 2X4 PURLIN FASTENED TO FOUR FORT PIERCE,01 34946 TRUSSES WITH (2) - 16d NAILS 7�2 4os-tot0 1' - 3' MAX. \ EACH. FASTEN PURLIN TO BLOCKING \ W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN . DIAG. BRACE THE TRUSSES SUPPORTING THE AT 1/3 POINTS BRACE AND THE TWO TRUSSES ON IF NEEDED __ EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIA(5) - AL BRACE 10d COMMONTWIREOCKING NAILS.WITH 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 ;+�.,;� << r_ .-• pir THE BRACING OF THE GABLE ENDS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES 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 *&BLE TURAL FOLLOWING NAIL SCHEDULE. TRUSS 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. NAILING SCHEDULE: VERTICAL - FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW Off' 10d (.131'X 3') NAILS SPACED 6' D.C. - FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 1Dd(.131'X3') NAILS SPACED G' D.C. (2X4 STUDS MINIMUM).MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALBRACING METHODS SHOWN ON PAGE 1 ARE VALID / AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS THE INTERIOR SIDE OF THE STRUCTURE. STUD STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / 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. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYEO STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL 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. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2"X 8" REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE-LOCK MULTI-USE CONNECTION PLATES SPACED 48"O.C. PLATES ADDITIONAL PIGGYBACK TRUSS INFORMATION. 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) 1 I i ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) rT- BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. I �I 'Ya�}-l1sv�Ym�51}seiieilse°1lt�}}t¢SSSfiU}ii"L4Att t(1dts9rM'3%;SiMW�1Ri:iYjAlE7idtll;�Eti'su.;.Sedi ksq.tus?+,'ar}ntiatwW s¢Nn'�+:stn�s*e m}DRwtee Ass�++I kaa t¢ls tdr,.e!kr+p9¢t _.4x'nsoimrc,x;+dafiT9D:aj s°xswanf hrs.(eiaaco;xltc risstnstE�i {crsppc E k>�rudiic imcr�r pwr .c}, sari�grxgn rssae�ta�tr�rntiiojeTrsdcp fa rrce�.�i¢1.&a6c 'sss jsw;pd�ad��sri l,s. AnLironyT:,Toisitso III,D.F: ¢>t'uea's ma4mbfc imao.cr'1wG lgW.adtidrrwtAbjNl�*,b m!Vitgplae M utJw;Wb3sftll Na,isdsigl.6osss�ge=lu v�ewa�r�,arJc Nnyass nu :SOOS3' . �r�a�,[v natwric:au>ssn a i rzsnr nswt&uas�aetaaq(wna4enmuPmrxTr piRoeat3aentukaa�{ oe7lsmese;aea�c a2s sdps s ga.&.sshps enoat�sercrrxv.� s 4451 St,Lt}ce61:d. i <xY.x(s;4hsCasa.^sgtdaet cmE}u°}vgets 6:td Uvut� csgsea t„}�t,5rg0esipr:, 7 tsS�snh rds gp�aag.t3ry tk+satmii inffl i. ftiI plercB,FL 34940'. � :[oppr=yLf�7?i61,IFociTiusses•Amtoaq:T,TosatallLP.E:�Rtpsedcstiaa¢tfFitdauceeaLiaany;osm;utioElElIPF�WEII¢FI}�'tM(111E11pt!P153i09I(OAA-IRC6fT191ftS;ALIGGA'(I.ICmJ9III<Y.E ' JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 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- A-1 ROOF TRUSSES 7- VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 4451 ST.LUCIE BLVD. GABLE END,COMMON O FORT PIERCE,FL 34946 TRUSS, R GIRDER 772-409-1010 TRUSS II it II II 11 II II 11 II ;1 I; 11 II II II II 11 II �I jl I I II n 11 II II II 11 II tl II n 11 �I jl Ij Ij II II 11 II j 1 I 1 11 II 11 11 1 II 1; II 11 11 11 �I jl II II II II I I 11 II II II II jl Ij II 11 11 I 11 VALLEY TRUSS 1; II BASE TRUSSES (TYPICAL) tI —1—u P 12 VALLEY TRUSS GABLE END,COMMON (TYPICAL) TRUSS,OR GIRDER TRUSS SEE DETAIL"A" BELOW(TYP.) 000000ci TRUSS CRITERIA: SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-10: 170 MPH NAILS 6"O.C. 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 42 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. DETAILA NatE;S�lOtfIna,leifk+IW7-IF.�Q(TliJfi3{n($t(1'i.4tftlttTtli(jE(�A9ti (GStINt(4?(;�1YI;QE;tt t ftra atidt G;;ptep:tE;(S e3T(p1�.01&SPa.RpifnSP A;Aja(4nruy�iGGj IDl t�;llC3an 1,1a231 Gi;,(;d;;tat ll*iSi4!GGe tSt,G^.I1554°-�'a"ek fiCtQ9aCs:!I MO. . eiurlumnvfiw z;El is [k,fi.IN la 14n3l Ala lmi'r,atr,rret:e.:SIifofo.,eststiid..llyi'Afq*-tia rrppealt6e No4w.t1 1—itpawA4cI fv d&gittu"4Trwilpirfmtt zTlax-,.s1Sa T?f-t.tv 4�s6}e+ls�}M;Irclag;u3r s;s+iH::tr q,ithonv T.Ton;uo Sil P.E. mda:ie(s:s iuts4a ea,ladn�rssttnpcvSi RaiprOsa,^a O.wt ta.dttcafc;e dt:6P9kg tusn.nt5e[l¢rd;INR�Ct a3Ep btl w7d udi md';L Uea;p:addBe T.e+1c.'»Nawfdt itnss,isdteg r®LaT.,skt¢tto ➢ComS Stsiv tidlts6f;ryias Lptl =sty©83 , u55: ;&ezgmzd tc9raGr Skan'ai te>,aatuttiE and M;itt`fs' '~Iciix iJ xl;tr.er,:ads^r{iswcati'�a;1:01;nryai5x¢'-?nztWp�'ie tullrg su;snev3l'�Y�uan�w;E:SQpnGsEtt5.7iaN SKS¢ri pciat4xr;eiac;ciatc.nl7 feQw,is frenspmsl!`-ailzxed Gmnr<te tm:s Aerysr,Trrs&ea,E Sei:aa'lsrit Al;nAmiasr�.-iit 4451SI t iC$1Y-., • iis Fort Pierce,FL 349146 CCplxigtla�POlbd•IROQITr:3Sff•�OlE;6xY1.T095PIII.P.E.Eaprodwiacei>iisd;ca,em,iatl¢yiatm,isptahi4itet:wu5mltheeritienpelsiaofemA-1ioxl Gt:ssxs-AaranrayLiomka111,P.t: FEBRUARY 5, 2018 TRUSSED VALLEY SET DETAIL STDTL06 r GENERAL SPECIFICATIONS: 1. NAIL SIZE=3"X 0.131"=10d 2. WOOD SCREW=3'WS3 USP OR EQUIVALENT. 11111•t 3. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL 'A". 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. �: 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT •�, --""""'-`— -"` TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS-01. 4451 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 s 11 11 11 11 11 II II II 1 � 11 II 11 11 11 tl II 11 II II I J II 11 II 11 II II 1 11 II II 11 II II 11 II II 1 1 II 11 11 II 11 11 11 II �I If if II II II II II II II 11 11 II 'II II II II it II li li BASE TRUSSES VALLEY TRUSS 1 (TYPICAL) II GABLE END,COMMON TRUSS,OR GIRDER VALLEY TRUSS TRUSS P �2 (TYPICAL) y SEE DETAIL"A" BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 1Od WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05:146 MPH NAILS 6"O.C. 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 ATTACH 2X4 CONTINUOUS#2 MAX TOP CHORD TOTAL LOAD=50 PSF O THE ROOF W!TWO USP MAX SPACING=24"O.C.(BASE AND VALLEY) SYP T WS3 X 3")WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. i �I DETAIL A ,I (NO SHEATHING)N.T.S. a'c&_ptas•i,o rm.fx'140F TI'9ia'�S{X".itl�.E4iTis.lEiuf sf�a 0�,#f&S?Jif?1r'E#'f 1[NBMf!rdSli r7'fa¢t.�geecjepm'�.r"a mSerdm�swtkl vaiM7eS�mIQD�,ml bsirAa+F.a4;a9,1,E0�xZSkfs4siaen D.I s/efia�ie slt latPs l:D�vC} Nud cf jimsafrgNastN€fTDihlr:ekf:lia?rcss�af Ex3rtui l.i lw a-'y.;ga;a;.gm ratans{f0ir jiaum asr�rpsai3�i pd sw,d hp ewai Arcs':ry'N.:gegsgla+ 'aayliUn,dsp�.fahi i[E�a�r at�i?#1.'Pa 6avp:aas}r i ir#agtndrn0014 AntlionY-T;�.f6mbo.IIL.P.E. a1fYlt La�3?Ia5tta 0rSvsi>;rsi�lyn:s+i�,n;llno.M,ia Cs�s w5is4ei ngsutee Li2�lD�.'4a,emartwno-�m n:,mnt Nfr�;a�raif�Eue,�rr.imcr,�x¢a1w��,T�inaa°n far:.�i�q��t.l�gb�smx�twngi�sxismo-�lnaryar r 8f#UE(3� zah,.ic t leraifmauta,uao-3s sll a[asM3l�aidPt P+T:r>WgnGLlesdmlrvSgfrd Sdan�iseatwsSc7gS�`+s'>H5F t0asfStiS et23mm�lbr yasd gain:i'PN q:;ada}rptas�z'find Enai�at ErasN su iriis5ts '. we 2msYmsa?rrrs asa 445I St..Lude:Blvd., tnecntiti'.fyt:esaa±ageNrlcrm.r+,ha9>esns�t!'sl.LSilns+Day�PqoerniSl±»WtgNip+",tt?rasS*�.sEeg�as+ifml6at �t.:€e::}.Mnel'ualaatctfuzlatt{C FoitPieitet FL.34946 fcP1dTW0NRA41ioslTim s;-MtSxyl,icm4oMP.E:FtpaioninasllEsdacnAenyiecaytarm;sip•akik8tdw';MotthwNttapnr'lssioa omd bclifussts;Aahey1.Tcm4a111'i. JULY 17, 2017 � �\V 'HIGH WIND VELOCITY ~�L STDTL07 NOTE:VALLEY STUD SPACING NOT TO EXCEED 48"O.C.SPACING. ter,: r_ �i A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 ATTACH VALLEY TRUSSES TO LOWER TRUSSES WITH USP RT7 OR EQUIVALENT. 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 CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'-10"ON AFFECTED TOP CHORDS. NOTES: a 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON-BEVELED MAXIMUM 6/12 PITCH NON-BEVELED BOTTOM CHORD BOTTOM CHORD 0 pro FOR BEVELED BOTTOM CLIP MUST BE APPLIED TO CHORD,CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE. EXCEEDS 6/12(MAXIMUM 12/12 PITCH) 'ur�gFsgsr(s�F�¢�tvrl�l�Ig7Qfiti�Sfi{4£tU#;:bts:ltiCl}u6(UgEaiCt4(9w±E?'t2!�';.IrIVaJ:�ttlt'h•¢Prlfi4�cgran€�swlieltaetntk{TawsOa�.t. 19@;cfaulstPsarl.#p�9iC1.P.tPS('.tn(tittttLi"t3!Ca'tnctzr;atar3al�ttpD,,iatf .t4:diwta' a!ras s#:ShrME nt SDk Mvsi.lsllayt6eyy.>•;.![.c,!gtra'rFa}aer'„vs+stas Wi•CL.t±qillarlNltPtMtr±lEitt0.t±4Y#1(t3gtflNMff.g4}:t ,Iti EiLEIpI Rt 4tGta#IKi2JgQrindt ic�aL mkt ltf;,7:adeilr9sst={tvs„isctag t�tEul�i,.sn�:t:ri pds t}ifj hsss lv mr tc!ug3dutstws aas�2tD ar,tla',cenas;S;nit.grfeltw W!E.:q Dttiats;ell±±tts±9sf ld±if.,>~tlt?trd e'ttultalitq nEt s+il(t I.a±a}rordstffaZJecfmaallast Qit±irrs,uddrsq ln€aq dM3�e:asre7ttl ad#±ta�avt�5±[s±nafta;?tryst. AA$tOny T.80[[t.IiO lll,P.E. 0r 6+?En to e+rod istdcrr.zsetcas utEa�ot#ti}atttit rmrce mf <littfrE4t MSE. loagttstSd»adsmtd;a(tC. hsktlit lfi ad SKi eetauts:et::.riot-lsm.RE?tem;Itt tr now'121W Mai dot NIS Dwygr,#sxss Eta "50083 a # qtt aera±EarssKoan :t,xass 4451 SL Lucie Blvd: Eyer<ite�aalNr(r.�aic�tt>,oru II'T#lY�tcln rsrhtt i5s rvn @tt#Flgasss is lDTt!•I«s�Dt p:r ph�s�dsA fMad Ft S'thsq t(riq�li si4e Wert e.�irttm#Pt! Fort PiefCe,FL 3994b f""xi"M&17llldl.l fs"R—."1"1l..":>IF T—"II)PT. G"","d�A...JW41.....u..u.±..rn i,n,.bAnaA n.IwrFa rnh>""u.uus.fin.1.19"dTr...u.1.6-1 T".M III dq. FEBRUARY 17,2017 STANDARD GABLE END DETAIL STDTL08 a VERTICAL 2X6 SP OR SPF STUD #2 DIAGONAL AWOL TYPICAL 2X4 L-BRACE BRACE NAILED TO 2X4 VERTICALS .�: W/lOd NAILS, 6' O C. (4) - 16d NAILS VERTICAL 16d NAILS SPACED 6' O.C. STUD (2) 10d NAILS INTO 2X6 �.; 2X6 SP OR SPF #2 SECTION B-B 2X4 SP OR E44FRT ROOF TRUSSES SPF #2 TYPICAL HORIZONTAL ST.LUCIE BLVD. BRACE NAILED TO PIERCE,FL 34946 2X4 VERTICALS 772 40s-1010 TRUSS GEOMETRY AND CONDITIONS W/(4) - lOd NAILS SHOWN ARE FOR ILLUSTRATION ONLY. SECTION A-A DIAGONAL BRACE 4' - 0' D.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. A TOENAIL BLOCKING TO TRUSSES * WITH (2) - 10d NAILS. AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS A ** (4) 8d NAILS MINIMUM, ROOF B 3X4= PLYOD O STD ESPF ATHING BLOCK SHEATHING *DIAGONAL BRACING **L - BRACING REFER / REFER TO SECTION A-A TO SECTION B-B 24' MAX.—�---� / NOTE: / / 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. / NA - lOd 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS 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. / TRUSSES @ 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM :AT 4' - 0' O.C. +6. ICONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED ;THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE __ TO VERTICAL WITH (4) - iSTUOS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A-A) - 16d NAILS, AND ATTACHED +7. 'GABLE STUD DEFLECTION MEETS OR EXCEEEDS.L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE lOd NAILS. AT 1 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE POINTS IF TRUSSES. F NEEDED 10. 10d AND 16d NAILS ARE 0131'X3A' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. (SEE SECTION A-A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 ,BY SPIB/ALSC. END WALL MINIMUM STUD STUD WITHOUT 2X4 DIAGONAL (2) DIAGONAL SIZE SPECIES SPACING BRACE L - BRACE BRACE BRACES AND GRADE 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'0.C. 3-8-10 5.6-11 6-6-11 11-1-13 2X4 SP 431 STUD I 16'O.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP#3/STUD 24'O.C. 2-8-6 3-11-3 54-12 8-1-2 1 2X4 SP#2 12'O.C. 3-10-15 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 12X4 SP 42 24,O.C. 3-14 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' 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 90/ OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. 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. FEBRUARY 17,2017 T-BRACE / I-BRACE DETAIL STDTL09 WITH 2X BRACE ONLY 'r 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. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 NAILING PATTERN BRACE SIZE FOR ONE-PLY TRUSS T-BRACE SIZE NAIL SIZE NAIL SPACING SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. WEB SIZE 1 2 NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I-BRACE (ON 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE TWO-PLY TRUSSES NAIL TO BOTH PLIES) 2X6 2X6 T-BRACE 2X6 I-BRACE 2XB 2X8 T-BRACE 2X8 I-BRACE BRACE SIZE FOR TWO-PLY TRUSS NAILS SPECIFIED CONTINUOUS ROWS OF k LATERAL BRACING WEB SIZE 1 2 k 2X3 OR 2X4 2X4 T-BRACE 2X4 I-BRACE SPACING_A 2X6 2X6 T-BRACE 2X6 I-BRACE k 2X8 2X8 T-BRACE 2X8 I-BRACE k WEB T-BRACE / I-BRACE MUST BE SAME SPECIES -A AND GRADE (OR BETTER) AS WEB MEMBER. k T-BRACE NAILS NAILS WEB NAILS WEB I-BRACE T-BRACE SECTION DETAILS FEBRUARY 17,2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X5 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET - ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4461 ST.LUCIE BLVD. FORT PIERCE,FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - IDd TO TOP CHORD NAILS (0131' X 31) NAILS (0.131' X 3'). ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') BLOCKING BEHIND THE VERTICAL ATTACH 2X4 VERTICAL WEB IS RECOMMENDED WHILE TO FACE OF TRUSS. ATTACH TO CHORD NAILING THE STRONGBACK FASTEN TO TOP AND WITH (2) #12 X 3' BOTTOM CHORD WITH WOOD SCREWS (2) - lOd NAILS (0131' (0.219' DIA.) X 3') IN EACH CHORD +I USE A ANCHOR TO FRAMING ATTACH WEB WITH (3CH TO )E- 10dL SCABCH TO WITH 3) - CAL /INSERT 10d OUTSIDECREW FACE THROUGH FACE OF CHORD INTO TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2XG 4' - 0' WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) i 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 (0131' 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). FEBRUARY 17,2017 LATERAL TOE-NAIL DETAIL STDTL11 r, 6 r J' a NOTES: 1. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). .�'. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST.LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE,FL 34946 772-409-1010 TOE-NAIL SINGLE SHEAR VALUES THIS DETAIL IS ONLY APPLICABLE TO PER NOS 2001 (LB/NAIL) THE THREE END DETAILS SHOWN BELOW, DIA SP OF HF SPF SPF-S IVIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. .131 88.0 80.6 69.9 68.4 59.7 o .135 93.5 85.6 74.2 72.6 63.4 J in .162 108.8 1 99.6 86.4 84.5 73.8 ri SIDE VIEW (2X3) 2 NAILS .128 74.2 67.9 58.9 57.6 50.3 Z NEAR SIDE p .131 75.9 69.5 60.3 59.0 51.1 J N .148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE ri VALUES SHOWN ARE CAPACITY PER TOE-NAIL. SIDE VIEW SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS (2X3) 2 NAILS EXAMPLE: -I NEAR SIDE NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD -� - FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE NEAR SIDE 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 30' TO 60' 30' TO 60" 30° TO 60• 45.00' 45.00' 45.00° FEBRUARY 17,2017 UPLIFT TOE-NAIL DETAIL STDTL12 ' TOE-NAIL WITHDRAWAL VALUES _. PER NOS 2005 (LB/NAIL) i i? DIA. SP OF HF SPF SPF-S i! i; L7 Z .131 59 46 32 30 20 .135 60 48 33 30 20 A-1 ROOF TRUSSES 11 4451 ST.LUCIE BLVD. � .162 72 58 39 37 25 FORT PIERCE,FL 34946 772-409-1010 J _ 0 .128 54 42 28 27 19 Z i Z OJ .131 55 43 29 28 19 W J .148 62 48 34 31 21 10 J_ N Q � Z .120 51 39 27 26 17 C9 THIS DETAIL SHALL BE USED FOR A CONNECTION Z .128 49 38 26 25 17 RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER 0 IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. J .131 51 39 27 26 17 .148 57 44 31 28 20 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. 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 WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 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 WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND 'IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. ♦+r+� USE (3) TOE-NAILS ON 2X4 BEARING WALL :s USE (4) TOE-NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30' TOP PLATE OF WALL L 1V FOR ' NAIL 1-1/1 .25' NAIL FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTL13 O4 M i 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES 4RT IE CE,F 3494 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE FORT PIERCE,FL 34946 772-409-1010 7-10, 29'-0" Mean Height, Exp. B, C or D. 2� \4O Qc cj� 2� 2x4 SP No. 2 (Min) r X Ao 1 .5x4 2x2 SP No. 3 1 .5x4 April 11 b 2016 TYPICAL ALTERNATE BRACING DETAIL STDTL14 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES, 4451 ST.LUCIE BLVD. 12 FORT PIERCE,FL 34946 772-409-1010 . i VARIES (4) 12d i TRUSS 24" O.C. (4) 12d MAX 3011 (2'-6") UiPLIFT CONNECTION (SEE ROOF TRUSS) 2x6 #2 SP (Both Faces) 24" O.C. EXTERIOR FLAT SIMPSON H5 ,I GIRDER 0.wy.Mw„n. ,N,r,+M'b:ICi7l;ift�i4[FPp6EC11,i?tY3.[[4.�I'aFi�.S�+tly76f;1'j1,nfY�Sft[RP1nv exhk.ipt o.,, wa eM N n,:,uw :q T�;�tk tan.'.1,sS.4/f tXeenYLn4,k t+d.H,a,n 'caJ �e i:A:wtf. xt,ssuwant'�*,oak,ed!avk tSwakw�,e.s,e7 m hgw.i e,spcx,faya:.�:K w w.700„il„lrt3wec,�at,i Fe;sS 1.wIR,;:fms� r• �nsn aee,ernes,Tnw e,p,.�swn,tx d•,wenlNi.Ie,eapM,,,a.ry ws,x:,,x.eacp Anthony T.Tombo 11T,0.E. ' si dk:si,sh,aq to ty iia, yns;:7t d5e4 ;"P ,/wnan eee,s pee'kzq OesEs,a mspkti,xtd 6e3�,a'wisu3ae�MiLy uA,w17, t 9cero dex iPP adwyks�,s,d[x lnu,ia4.6e;, ,tq.sti,se.mm�m;xiWkz',.s kT ,a niannnr,P :E4083 xs�a:e y:e6{,�xxr M.r +re."„T'Aworwr.Aaswllxwdat{€ t n +.ryee,,ea,wvnr/yx da mw+sui-,,,?rweeea,rxi.,r�•.rrl ,:rs,m;w:aawswenn,s,a;mr,,,sua,«:.r>nse.,,s,[ ,�wlmssuxi,«,u .4451 St.Lucie Blvd. .,.,,,e,Ewitaetwa.c ep,::,;w. e:iph e� n.it•.,se �E:�s„ssans ae+l pnga?.wt ,t,M,n�setid .7�i,gm5ne masau.+d.umm i. Fo;t Pierce,FL 34946 (opq,ijbl0 TH6 Ad Usl Lasses•Amhm LTcebo Ill.PI kp,adedllis dhis duemerte4wy lmw,is p,os biL•d.i;6astthe.4tier pe miss"ii.hoe Ad 6aotliesses-Aelbur T.Teabo fitFI FEBRUARY 17,2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS,AND STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES TOTAL NUMBER MAXIMUM FORCE (LBS) 157 LOAD DURATION OF NAILS EACH X SIDE OF BREAK (INCHES) SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 A-1 ROOF TRUSSES 4451ST.LUCIE BLVD. 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 FORT PIERCE,FL 34946 772-409-1010 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 ■ DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' D.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C G ve- } BREAK 3 � • 10d NAILS NEAR SIDE+10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X' MIN �— 6' MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING DF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 1,7,2017 SCAB APPLIED OVERHANGS STDTL16 AA A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34M 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-30 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 1 NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' DIA. X 7) 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. i 2X SCAB ti (L) (2.0 x L) ' 24"MAX 24"MIN I ' I 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 400 SPACED 24, O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 18/12 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 i I