The URL can be used to link to this page

Home My WebLink AboutTruss Drawings 2 Job Truss Truss Type Qty Ply Ed Pac/6511 EL D XSPVS6511DX D19 Half Hip Girder 1 1 A0070620 b Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug'j31 2016 MiTek Indystries,Inc. Wed Oct 26 15:26:39 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-1 rt GBpov?VyiBnrW EgwQmlckaflcc—RMOIWQ?gyPWOE 14-0 5-0-0 8-1-0 1-4-0 5-0-0 3-1-0 4x8= 1.5x4 II I 3 1 4 4.00 12 ILI i W1i 1.5x4 II 2 1311 1 ri• 13 6 14 115 5 6• e• 12 3x6 11 5z6= 2x4= i 5-0-0 8-1-0 5-0-0 3-1-0 1 Plate Offsets(X,Y)— [2:0-0-6,Edge),[3:0-5-0,0-2-01,[5:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) it/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.08 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.13 6-10 I>710 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.43 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:37 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live WEBS 2x4 SP No.3 loads. OTHERS 2x4 SP No.3 5)'This truss has been designed fora live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the Structural wood sheathing directly applied or 4-9-11 oc bottom chord and any other members. purlins, except end verticals. 6)Refer to girder(s)for truss to truss connections. BOT CHORD 7)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 5-8 4 oc bracing. to bearing plate capable of withstanding 628 lb uplift at MiTek recommends that Stabilizers and required joint 2 and 764 lb uplift at joint 5. cross bracing be installed during truss erection,in 8)This truss has been designed for a moving accordance with Stabilizer Installation ouide. concentrated load of 250.Olb live located at all mid panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. 2 = 596/0-M (min.0-1-8) 9)Hanger(s)or other connection device(s)shall be 5 = 688/Mechanical provided sufficient to support concentrated load(s)224 Max Horz lb down and 284 Ito up at 5-0-0,and 87 lb down and 2 = 145(LC 4) 140 lb up at 7-0-12 on top chord,and 697 lb down Max Uplift and 442 lb up at 5-0-0,and 283 lb down and 108 lb 1 2 = -628(LC 4) up at 7-0-12 on bottom chord. The design/selection 5 = -764(LC 4) of such connection device(s)is the responsibility of Max Grav others. 2 = 776(LC 18) 10)In the LOAD CASE(S)section,loads applied to the 5 = 1212(LC 21) 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 2-3=-1417/954 ,Plate Increase=1.25 BOT CHORD Uniform Loads(plf) 2-12=-302/476,2-13=-942/1328, Vert:1-3=-70,3-4=-70,5-8=-20 6-13=-942/1328,6-14=-985/1425, Concentrated Loads(lb) 14-15=-985/1425,5-15=-985/1425 Vert:6=-336(B)3=-15(B)11=-78(B)15=-48(B) WEBS 3-6=-511/1148,3-5=-1648/1139 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;porch left exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. ...... ........ 6m-x•flene Irv' eiea6e'SI ra�rilaSi5rSEllT EeSrJ1!i!&43ESQd""d'[1;S LESPY 7RnFrr69�i763r'h4'Ara,la In: mxe.�nuFreededesn�s Tn:t r=d,mk 7CP;rlfls:f9:aYl.iecisart le!Asrn Sledlthttsse.F"si:Gnr;v Cei u:e TA,nl! 3 vitr k �. s1 ar .'"• r .sb:'stu eMTN.e;sss:tendfb 6riCe tapnCl l:r T•+:12not4hw';x'Spo*'vkt1W nr:rIORMu"muesroedffe 6e/np d6ete a17mlipidduGrhd!,nese I&L Mipssrt.!:k?ilanLb smWq Anthony T.Tombol:-, P,E. adrud'utin«tan.S;11iajval«;µs;t7eU(tda�e:rr.t�8+eefsadmi«Zer!dnhaEa lrorksi}sr,u6a3'atatkUr, E:¢id:43dls"figmsxLifFt iLerpa,ddtl l9nsad:ic4f tdtt ni>,u:niy ssdisyee ete,adCefinsfthec�rkCt:hnsprs.nizit 80083 ' 'lr--fAilr:eil�f'SdrBGYt[YF'/h9I.Ff 89ft1Aa.It:Jn{6S IfXYi858[Ql;ds'ES83r1e rA'...jll'jTIT'{. (11F&87FTrrr'(+:�Irl�h`.Pigj 11J:8reid!«EC'dtA1C!dj.dnl,M1Mush ielj}neirnllJ tfJe8dA1Tit15 teU�er,fry$±(;r:?d r81'A,(¢e:ii:9 r'.�ed9lYrstss 4451 5t.Lucie Blvd, :ter<L•e ktaelajarsC;drged{<s0er:rall!d;raun t3dNL 7tei'sssded}s&yst+,•3:43r 7e t!eelrgesrgs.xT•rss;sst.a'Fpeee;da!4a`Nq.:Aids aedr!:asma;d:`aed AlP4l. Fort Pierce,FL 34946 (a ri tt�idi6A-1i;aotleaszes-Ambaa 1.Tempoll.,P.E.Be mda0ianofibisdommenLinan fo� ,is rabibited.Ahoanhendrren ermimiocficmA-1toolTrasses-Amhc.Llo hoI1t,P,E PY&h Y P Y•u P P 'Y Job Truss Truss Type QtY Ply Cd PaC/6511 EL D XSPVS6511DX EG6 Jack-Open Girder 1 1 A0070621 b Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:40 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yH M91-V2beP9pYmp4ZlxPioYRfJW9wC37fLMSVdyGzX6yP WO D 3-2-2 5-10-0 3-2-2 2-7-14 1.5x4 II 3 4.00 12 3x6 2 1 C' W3 B1 LJ 8 9 5 10 11 4 6 6 WO= 3x8 11 6x6= 3-2-2 5-10-0 3-2-2 2-7-14 Plate Offsets(X,Y)- r1:1-2-10,0-1-101,(4:0-3-0,0-3-12),[5:0-4-12,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.05 5-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.09 5-7 >760 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4).This truss has been designed for a live load of BOT CHORD 2x6 SP 2400F 2.0E 20.Opsf on the bottom chord in all areas where a WEBS 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 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 3-1-0 oc 6)Provide mechanical connection(by others)of truss puffins. to bearing plate capable of withstanding 836 lb uplift at BOT CHORD joint 1 and 933 lb uplift at joint 4. Rigid ceiling directly applied or 8-10-5 oc bracing. 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 250.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guide. nonconcurrent with any other live loads. 8)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s) 1 = 1907/0-7-4 (min.0-1-9) 1160 lb down and 533 lb up at 0-10-12,and 1162lb 4 = 2085/Mechanical down and 523 lb up at 2-10-12,and 1158 lb dawn and Max Horz 503 lb up at 4-10-12 on bottom chord. The 1 = 118(LC 4) design/selection of such connection device(s)is the Max Uplift responsibility of others. 1 = -836(LC 4) 9)In the LOAD CASE(S)section,loads applied to the 4 = -933(LC 4) face of the truss are noted as front(F)or back(B). Max Grav 1 = 1907(LC 1) 4 = 2085(LC 1) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plf) TOP CHORD Vert:1-3=-70,1-4=-20 1-2=-2976/1273 Concentrated Loads(lb) BOT CHORD Vert:5=-1162(F)8=-1160(F)11=-1158(F) 1-8=-1293/2837,1-9=-1288/2824, 5-9=-1288/2824,5-10=-1288/2824, 10-11=-1 288/2824,4-11=-1288/2824 WEBS 2-4=-3042/1388,2-5=-770/1850 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. liFrsF;F4nE;Frh,SMee 6a'FI l=iriamf='irSEll�y E:S93C F;t@;8 r94;[ird6ttilud.j:3!p'I1t17f09wG'1�C hra.FnlrltCrE Fszse":EE gifts:ccHs a�;[rtss C;:i;l:r,.upi1G e,€uE tfieF;[.EEaa dl�Irk!:FEt 34tatE'ue tsE.E>Essta!e MH a^„e it4,ttir WtEi:E-t7.;..ES St-'{F±silt 6e lEhsr e3Ei FStl:s;rn re{a Sa ItrE.T(>frR! S SEi:fa rariflese rest.la>r�re C:Yi is al:�a.EiE:3;e:Fs3E'fi f513eeEJndGtshalli rssf47xtr lrr7!ni ElF!•I ieeG}F is; tim,IFa`.F; a s,Sx74't? r.:: r4tu;!'usr stxtrts9ou*sre,ttsnu.;li ofd±esFrsys;adFJtrria! gs� clfx..a:nsu, aeinE.dFxf.; a3rtirlt laaatig2¢!nut€xdla..S,naFu mt.,awtlnlls.�t EkLFtu:•xF.i.i.sx AnkhoryT. l ,P.E. =80033 8i€083 Sa Fa!4;e.i r.FF!(FEtlFCEr.Fi awes sd utmt3trDtE€A.;Exoas e£Ws! 59at l.+ab;(! S"€hrs:F t67jiFt6ssde;Itl lFlS4J as raa df; ..i;a.:t.i91lfetts lx iet;fs.,F:.:d:scllnEsi'ktL'sssee5.7,Er,rr..Nsa fsf,to tst irts VadFanx,Fli�f 4451 St.Lucie Blvd. 1.Er�i tlE VEr3t F r�.v'£a3glf!¢fF IR ll:rt�€e d1;a11f Xid!El.1FIi lsf 2 f;ti[7AlS;i li�:.11 ihtYe;.fS[ga„ef rfti535aa IE;ht;,aE:.Fte€w;,N;tEfe 30€:t.LS ire FS€..Etl Li lrtA. Flit Pierce,FL 34946 t CopynghQ 2016 A-1Roof tresses-Amlicnyl.lembo III,I'l x..psahakfi d1his dammant inanyt_ss,is [be writtenpetmisstan from A-I Roof tresses-Ambaeyf.foebo ill,P.L Job Truss Truss Type Ory Ply Std Pac/6511 EL D XSPVS6511DX FG1 FLOOR 1 A0070622 3 Job Reference o tidnal Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:40 2016 Page 1 - I D:W?quLc?Re?LfzLe 98RjH4yHM91-V2beP9p1Ymp 4ZlxP_i_o Y_RfJ_W9o535T-LL vVdyGzX6yPWOD 3-4-5 9-1-14 20-10 14- 7 166-011-8 2-10-13 20-13 2-101334-5 2- 313 Dead Load Deft.=114 in 1.5x4 11 5x8= 1.5x4 11 3x8= 1.5x4 11 4x8= 1 4x8= 2 3 4 5 6 7 Li W1 2 2 24 W5 m I B1 a 15 16 13 17 12 18 11 19 26 10 21 9 22 5x6= 4x12= 3x6 II 3x8= 3x6 11 8x12= 5x6= I 3 4-5 6-3-1 9-1-14 12-0-10 14-11-716-11-8 3 4-5 2-10-13 2-10-13 2-10-13 2-10E13 2-0-1 Plate Offsets(X,Y)— [1:0-3-12,0-2-01,[3:04-0,0-3-01,[7:0-34,0-1-121,19:0-6-0,0-4-121,[10:0-4-0,0-1-81,[12:0-4-4,0-1-81,[14:0-2-4,0'2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.26 11 >760 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.52 11 >378 360 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.07 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH Weight:299 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x6 SP 240OF 2.0E 1)3-ply truss to be connected together with 10d WEBS 2x4 SP M 30*Except* (0.131"x3")nails as follows: Wl:2x8 SP No.2,W5:2x6 SP No.2 Top chords connected as follows:2x8-2 rows W3:2x4 SP No.3 staggered at 0-9-0 cc,2x4-1 row at 0-7-0 cc,2x6-BRAC 2 NG- TOP CIHORD rows staggered at 0-9-0 cc. j Structural wood sheathing directly applied or 2-2-0 cc Bottom chords connected as follows:2x6-3 rows purlins, except end verticals. staggered at 0-4-0 cc. BOT CHORD Webs connected as follows:2x4-1 row at 0-9-0 cc. Rigid ceiling directly applied or 10-0-0 cc bracing. 2)All loads are considered equally applied to all plies; except if noted as front(F)or back(B)face in the REACTIONS. (lb/size) LOAD CASE(S)section.Ply to ply connections have 14 = 6064/0-9-0 (min.0-1-8) been provided to distribute only loads noted as(F)or 8 = 9795/0-4-8 (min.0-1-8) (B),unless otherwise indicated. Max Grav 3)Plates checked for a plus or minus 0 degree 14 = 6064(LC 1) rotation about its center. 8 = 9795(LC 1) 4)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. FORCES. (lb) Building designer should verify capacity of bearing Max.Comp./Max.Ten.-All forces 250(lb)or less except surface. when shown. 5)Recommend 2x6 strongbacks,on edge,spaced at[ CHORD 10-0-0 cc and fastened to each truss with 3-10d TOP TOP 4660/0,1-2=-11268/0, (0.131"X 3")nails. Strongbacks to be attached to 2-14=4660/0,3-2=-11268/0, walls at their outer ends or restrained by other means. 4-5=-11268/0,5-6=-11538/0, 6)Hanger(s)or other connection device(s)shall be 6-7=-19814/0,7-8=-81438/ provided sufficient to support concentrated load(s)962 lb down at 1-5-12,962 lb down at 2-6-8,962 lb down BOT CHORD BOT C0/968,15-16=0/968,13-16=0/968, at 4-6-8,962 lb down at 6-6-8,962 lb down at 8-6-8, 1 3-1 7=0/1 8422,12-17=0/1842-1 962 lb down at 10-6-8,962 lb down at 11-6-8,962 lb 12-18=0/1 8422,11-1 8=0/1 8422, down at 12-11-4,2731 lb down at 14-11-7,and 1183 11-19=0/18422,19-20=0/18422, lb down at 15-8-4,and 447 lb down at 15-11-12 on 10-20=0/19283,10-21=0/19283, bottom chord. The design/selection of such 9-21=0/19283,9-22=01790,8-22=01790 connection device(s)is the responsibility of others. WEBS 7-9=011 3291,1-13=0/11183,3-13=-7832/0, LOAD CASE(S) 3-12=0/2064,3-11=0/1524,5-11=0/581, Standard 5-10=0/2717,5-9=-8478/0 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-7=-120,8-14=-10 Concentrated Loads(lb) Vert:9=-4400(B=-2731)12=-962(B)15=-962(B) 16=-962(B)17=-962(B)18=-962(B)19=-962(B) 20=-962(B)21=-962(B)22=-1630(F=-1183,B=-447) aanuyflou tlnayllro:�ata'dd r0;r lta$<.3�5.*t16y6(r3F(IR(SBUSCmflSfOf'➢Yj 14TdJSn'&;RiEP,Y(At'tera rerm Wip rsa�!te,creC rer(eoarn^ir(rtet Eesi;.Urtr'��Iln:;aslLLr(tlimftf.ile4rf.leFJex[1Sefletm nt Felaq os".Iu 2fe(m2e rC0.eal; WTetae[Aarlelo silll:ee(ix.crtotalestt sr.lnss o:s:P hyass[.e,!iemtgF<rme4 m:ssloaati�rgo:atsnmi(bredWP4;sioaleglaerrigrrrm Etir hr fie(euyrAtlu suyA rrt:l: se&la➢edy,e(a1r41.I>:(csryan iaces,ixsarudAe¢s,safa9tm Anthony T.Tombo lII,P.E. 3 ne. drtr.r,(a rra s{:a syancryAteOnr,eUn seAl.ne(rsn hlfw;O. ;ev3ugedAheM@eiiCu(ralxel},peym4enerrd.neey;mddseNOnt®rfiellneltlernsrudGykneTm;rlxere,nst ao.R(fmrss4�teR egasadrtd 80083 t ftfl:1fg0wjerA(v1rd AfiesfssCad'nlLt000ft,rslat,o(ryeein!sAY>•:lou1R6^pt:elk{<lyUrnar.'ImIdC:tx(itrfl.1mve,dnrre((xpsiPit.m.(41(�iees@eresrns�athesa(ktiesAl'eLafsP:ugn,imsso-.�ya smo(tnsstv:ta:m<a.ode:s.' 4451 5t.Lucie Blvd. aMxhe iefwx(krG>Famrsre:dgnr nP..uh,rp�tiesanhs3.1{artist Dean 6y0.Kr6 E;(tle{e:lrie;OeslPv,srLasyMex Glbee!a!oylY:I(ug.Al a(adhr(Lras tiers(Efnik T41. Fort Pierce,FL 34946 (opyright02LI16A-1Raaifrossu-Arthoayr.romballl,P.E.Repiodurtiaaofthisdommeat,iaanyform,isprohtitedeithounhemittenpermissiontramA4Raof assas-ArthaoyLIamb.iff,P.F. i Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511DX FG2 GABLE 1 1 A0070623 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:41 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-zE91 cVgAX7CQN5_vMFyurjiyuSLl4maere?W4YyPWOC I 26-0 �200 01 81� 5x10 MT20HS= 3x3= 3x3= 3x6 FP-- 5x10 MT20HS= Dead Load Defl.=5/16 in 1 2 3 Tj 4 5 6 7 8 9 10 1 1 0 3 4 q 3 m 22x4\\ 2x4 1 16 15 14 13 12 3x6= 3x12 MT20HS FP-- 3x3= 48= 3x6- 4x8= 1.5x4 SP= 9-10-B 1-2-14 3-2-14 7-2-14 7-10- 8-10-8 2-1 11-2-14 15-2-14 17-2-14 18-5-12 1-2-14 2-0-0 4-0-0 0-7-1 1-0-0 -4- 1-4-6 4-0-01-2-14 0-7-10 Plate Offsets(X,Y)- [1:Edge,0-0-121,[12:0-3-0,Edge1,[22:0-1-8 0-1-141 [30:0-1-8 0-1-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.17 13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.52 13 >427 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.11 11 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-SH Weight:106 Ib FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat)*Except` 7)Recommend 2x6 strop backs,on edge,spaced at T2:2x4 SP No.2(flat) g g p BOT CHORD 2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d WEBS 2x4 SP No.3(flat) (0.131"X 3")nails. Strongbacks to be attached to OTHERS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied, except end Standard verticals.ROT CHORD 1)Dead+Floor Live(balanced):Lumber Rigid ceiling directly applied or 10-0-0 oc bracing. Increase=1.00,Plate Increase=1.00Uniform Loads(plf) REACTIONS. (lb/size) Vert:11-17=-10,1-10=-173 11 = 1679/0-6-14 (min.0-1-8) 17 = 1679/0-6-14 (min.0-1-8) Max Grav 11 = 1679(LC 1) 17 = 1679(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4083/0,3-4=-4083/0,4-5=-4950/0, 5-6=-4950/0,6-7=-4089/0,7-8=4089/0, 8-9=-4089/0 BOTCHORD 16-17=0/2459,15-16=0/4950, 14-15=0/4950,13-14=0/4950, 12-13=0/4897,11-12=0/2460 WEBS 2-17=-2869/0,2-16=0/1895,3-16=-424/0, 4-16=-1006/0,9-11=-2871/0,9-12=0/1900, 8-12=-436/0,6-12=-944/0 NOTES- 1)All plates are MT20 plates unless otherwise indicated. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)The solid section of the plate is required to be placed over the splice line at joint(s)15. 4)Plate(s)at joint(s)15 checked for a plus or minus 5 degree rotation about its center. 5)Plate(s)atjoint(s)15,1,11,10,7,14,4,13,5,17,2, 16,3,9,12,8,6,18,19,20,21,22,23,24,25,26,27, 28,29,30,31,32 and 33 checked for a plus or minus 0 degree rotation about its center. 6)Gable studs spaced at 2-0-0 oc. 9eaup-Flees @enrkiprnk.� -11 lap:pIC�c3i A1ti^,OErBll Itr.4S r G15m@c is tiiSlOYj iC61i.(CI!SiEPe4fkT faro.iriltG.up rsoc4ut mE red xt,ft Pa's ln„Ef,i3fCrtrm{{f[4}aM@f 4etiay L ruff Ltf'_le!eni 57rf!lelmt nf.Celfv Cuyke rthl mCe f➢,trlr wiftrafafe yf@ssbls.e GV t-GC@ke:R tsfUessO:xg GfO:afi e,SiemM Lr @ssdnzgTfi;eflmeras ene¢17xed@f prk,uflfrgiaxrn3r:sya:L*.7y'r'!<'IetigfflGfmy'aTfe;;fflu'lre@MiDPury,uln iFlFll.ifetaiya unarm,lxtW In c;ma5:m Anthony T.Tombo III,P.E. efifeitx ssixapreYOe @ p tO'pd@fc>eer,te6-1e4',Indenex"rcl"upNef M@etedfdd3fW,@eKailNlrfl5�fiql&aiITT1.neettewddfer00ndayfiflS-06,T-;odfigfneinstsyf,hoe4li-iFnse'Wkdeef.ra,601d �80083 ' nfuarahlim VlIfY3f:hl.AllfdfSIVIkye:113n,Werlt.Thefdi)fflaeSfnwl:i,Irr3,kdisk,ir[15e1T-5yf)pAre.1ha.Vialwit'j.AllmedtPfp;-^ydr[ILLrdI 1,°rIAPi@tffSrefYf3rf.:ltrllkiNiAll:Ir3SiU:4�H,i�eum f;,�fevRirn,sezrd.;nn�.fdf:c 4451 5t.Lucie Blvd. e@nvm ieLar4.e;unMegfdein@ v!�ea 4 di plats @nisfi.the tmi,Resin hgsre is E4 @t hatllin,0eeigw,nhss;9:tez Gltrfx dfeykPliieg.111 apedefi Ini ne rs da5n!ieTrL (opydghts 2016 A-I Rooffmsys-Anthony L Tombo III,P.E.Reprodurtion of ibis dorum,ot,ineny form,is pmhibNel without ihewsinen permissien from A I Raoffiussas-AmhanyL Tama III,F.I. Fort Pierce,FL 34946 i Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FG3 GABLE 1 2A0070624 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:42 2016 Page 1 ID:W?quLcORe?LfzLe98RjH4yHM91-RQjPgrgolQKH?EZ5vzT7OxEAbsjlpDjo4Gl4c?yPWOB 3-1-5 6-0-14 9-0-6 11-11-15 15-1-4 3-1-5 2-11-9 2-11-9 2-11-9 3-1-5 Dead Load Dell.=114 in 1.5x4 11 3x8= 1.50 11 3x10„— 1.5x4 11 1 4x8= 2 3 4 5 I 6 I W1 W 4 W 4 W IVV3 Lj 6' d, X 13 11 14 10 15 9 8 7 4x4 If 4x10= 3x6 11 3x10= 2x4 11 4x6= 3-1-5 6-0-14 9-0-6 1111-15 I 15-1-4 3-1-5 2-11-9 2-1 1-9 2'11-9 3-1-5 Plate Offsets(X,Y)— [1:0-3-12,0-2-01,[5:0-3-12,0-1-81,[9:0-2-12,0-1-81,f10:0-4-4,0-1-81,[11:04-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.15 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.41 9-10 >431 360 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MSH Weight:175 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 3)Plates checked for a plus or minus 0 degree BOT CHORD 2x6 SP 240OF 2.0E rotation about its center. WEBS 2x4 SP No.2*Except` WI:2x6 SP No.2,W3:2x4 SP No.3 4)Refer to girder(s)for truss to truss connections. BRACING- 5)Recommend 2x6 strongbacks,on edge,spaced at, TOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied or 2-9-5 oc (0.131"X Y)nails. Strongbacks to be attached to purlins, except end verticals. walls at their outer ends or restrained by other means. BOT CHORD 6)Hanger(s)or other connection device(s)shall be Rigid ceiling directly applied or 10-0-0 oc bracing. provided sufficient to support concentrated load(s)538 lb down at 1-10-4,538 lb down at 3-10-4,and 538 IU REACTIONS. (lb/size) down at 5-10-4,and 2509 lb down at 7-1 0-1 on 12 = 3467/0-7-4 (min.0-1-8) bottom chord. The design/selection of such 7 = 2747/Mechanical connection device(s)is the responsibility of others. Max Grav 12 = 3467(LC 1) LOAD CASE(S) 7 = 2747(LC 1) Standard FORCES. (lb) 1)Dead+Floor Live(balanced):Lumber Max.Comp./Max.Ten.-All forces 250(lb)or less except lncrease=1.00,Plate Increase=1.00 Uniform Loads(plf) when shown.TOP CHORD Vert:1-6=-132(F=-12),7-12=-10 Concentrated Loads(lb) 1-12=-2894/0,1-2=-10300/,2-3=-6361/0, Vert:10=-538(B)13=-538(B)14=-538(B) 3-4T CHO0/0,4-5=-10300/0 15=-2509(B) BOT CHORD 12-13=0/468,11-13=0/468,11-14=0/11234, 10-14=0/1 1234,10-15=0/1 1234, 9-15=0/11234,8-9=0/5723,7-8=0/5723 WEBS 1-11=0/6459,2-11=308/0,3-11=5316/0, 3-10=0/2081,3-9=-1019/0,4-9=-285/0, 5-9=0/4993,5-7=-6044/0 NOTES- 1)2-ply truss to be connected together with 10d (0.131"xY)nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. 1fas1-F4ns:srswl!miea F.e'41 r?%7sOSv(SHs+I'yP.SI;E;;LYSECQ%3ig3S EE7P8(r8!O�:sKA'0�.°E7titir'1xo.Txtr lsr.R.rs¢:c'es edsaaeAa!s:ts;rt!sCa!ijs:mbsiiC[;edrssi�srt.:'iaa4",ttr!!esm Rn7kFue sse.L"'ss;r`..nr::esRh3u»!TD,ntr YeS,rtttbrrHnA:kts'!'n St IC=akes5l lseln:t:e:rys;riaisente.�caslry`.gudy.eseC se sxFTQdreueuss aausratdCereles!ndxyive r.six;c i,Yta 6tee df rsigSrTns i!pr3Nm@tTYpntr,ata ilf 1,iF<Gsq;ssa ors `rscL;s,wls:rt! Anthony T.Tomboll€i P.E. o esevtysr ssMu!Sritraju nrevsil tr>:estd r;s.L.Zaeefs;fx slre»u!L rrlxr7stTS.ie rx(s4'alstkt;l.4G'tu L5i131d Euaie;s;.!slif+T.lke{gnddhe G4 di a;lueil,tae<:r:�t..ris€iyi�r�siuo;e,c.:ecrt:nz+?Frtc�,skrkWo,cxiiilyd - $80033 ' 4t Fa mT :y..a;Saa'nAr.ilmrr.szt«SntetwFut(acrrusstT•ila.sx'heFnir,U-yu^'Ss�Y h`s*�i eti(Sfs+tsishtJs;l34U sn!e(aec:ellmra��si gafn:e.rig?fi'Ives&sregse,iLR>esnlfiesOtalxp Gesi,�.r,Iwn tRi:s rscaeraf?mss}:.-dsrtner,s;less 4451 St.Lucre Blvd. t3ec.t rde ed Fla(F„a3nged zsta0n3iyketr(;s]esfubrd.;tet s3slsphY*-.csi N7tt t+iYtei.!sigrt_ar htstSYstere Eeiins st¢sha''Nep,l.Artids7elrise:maa�`elnlPii. { Fort Pierce,FL 34946 • [o si FI(�'i816A-lfaa(Isesses-Aniter:l.lombolll,P,E,£:mdnaianeti'isdoameet,intoyrmm,n mGidis.d.is5celThexriCen erosissicahornA-11104Truss's-Ar>ldec Llar„!olli;P.E PYf Y P Y-" P P Y Job Truss Truss Type Qty JPIy �Std Pac/6511 EL D XSPVS6511DX FG4 FLOOR 1 1 A0070625 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:42 2016 Page 1 5-8-06 3 2-7-3 3-10-11 I D:W?q u Lcr?Re?LfzLe1918 Rj H4yH M91-RQj Pgrgo I Q KH?EZ5vzT7OxE7Es i P pC Po4Gl4c?yPWOB 28 0 18 22-0-5 2 5-8 8 3-7-13 3-73-10- Dead Load Defl.=1/4 in 4x12= 5x6= 1.5x4 11 3x4= 1.5x4 11 3x8 MT20HS= 3x6= 1.5x4 11 3x6= 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 2x4 If 6x6= 1.5x4 II 3x8 MT20HS= 1.5x4 II 3x8= 3x10= 3x6 li 4x10= 5-8 6 7-11-14 10-7-1 14-5-13 18 4-8 21-10-9 25-8-2 5-8-6 2-3 8 2-7-3 3-10-11 3-10-11 3�-1 3-9-9 Plate Offsets(X,Y)— [1:0-3-0,0-1-12) [7:0-2-12,0-1-8),[14:0-2-12 0-2-0) [17:0-3-0 0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) -0.27 14-16 >819 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.50 14-16 >432 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-MSH Weight:125 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS WEBS 2x4 SP No.3*Except* 1-17=0/3204,2-17=-672/0, W1:2x6 SP No.2 3-14=-174/507,4-14=-509/0, W2,W5,W7:2x4 SP No.2 5-14=0/2822,5-12=-4119/0, BRACING- 7-12=-1329/0,7-11=0/2231,8-11=-430/0, TOP CHORD 9-11=-1468/0 Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. NOTES- BOT CHORD 1)Unbalanced floor live loads have been considered Rigid ceiling directly applied or 10-0-0 oc bracing, for this design. Except: 2)All plates are MT20 plates unless otherwise 3-10-1 oc bracing:11-12 indicated. 6-0-0 oc bracing:10-11. 3)Plates checked for a plus or minus 0 degree WEBS rotation about its center. 1 Row at midpt 5-12 4)Refer to girder(s)for truss to truss connections. MiTek recommends that Stabilizers and required 5)Provide mechanical connection(by others)of truss cross bracing be installed during truss erection,in to bearing plate capable of withstanding 468 lb uplift at accordance with Stabilizer Installation guide. joint 10. 6)Recommend 2x6 strongbacks,on edge,spaced at REACTIONS. (lb/size) 10-0-0 oc and fastened to each truss with 3-10d 18 = 112410-5-8 (min.0-1-8) (0.131"X 3")nails. Strongbacks to be attached to 10 = -199/Mechanical walls at their outer ends or restrained by other means. 12 = 2823/0-5-8 (min.0-3-5) 7)Hanger(s)or other connection device(s)shall be Max Uplift provided sufficient to support concentrated load(s)469 10 = -468(LC 3) lb down at 10-7-0 on bottom chord. The Max Grav design/selection of such connection device(s)is the 18 = 1129(LC 3) responsibility of others. 10 = 90(LC 4) 8)In the LOAD CASE(S)section,loads applied to the 12 = 2823(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+Floor Live(balanced):Lumber 1-1 8=-1 095/0,1-2=-3290/0,2-3=-3290/0, Increase=1.00,Plate Increase=1.00 3-4=-3470/0,4-5=-3470/0,5-6=0/3076, Uniform Loads(pin 6-7=0/3076,7-8=0/1364,8-9=0/1364, Vert:1-9=-120,10-18=-10 9-10=-63/483 Concentrated Loads(lb) BOT CHORD Vert:14=-469(F) 16-17=013290,15-16=0/3290, 14-15=0/3290,13-14=0/836,1 2-1 3=018 3 6, 11-12=-3076/0 WEBS 1-17=013204,2-17=-672/0,3-14=-174/507, 4-14=-509/0,5-14=0/2822,5-12=-4119/0, eacn•iksn:xrs^a rs.itste'Aar_r7r45v stun^torts€*:tx;ams=�urstE<l_ur.�!01s;u�n;awa1'rarRi,t,s t r E k - J EFI o.,seiiM.e:.e::MRs;rts;rrrs slt-ri"s sf^- I.stia41EU4eeu Sten!¢rcrt n..4-s r sae afis 't0,ttl. Y+id:t i1Mr fS.Si'-Liri'tMIitICLn41t35S:;tr'tfSv:lyl:tlYtO.rtCfn(�i' S1tD; [71IiORAti£X+tliLr.T.fknlFf'�lM¢It*jliPtihj:t;rf:3:!Crftl6t{£S'iFlt¢S:II3IiRSf'pdMCI.fr;Otflt,RLtiIIII.iYSC+1tj311S«"-f'uS_ i'GC'i'S,l£IdSf ArLhony'T.TomboITT P.E. nesusl s.Ia-ursrJtwrts- d s;;.yse,CFcu,&G ufs sax ru JerGt a p3 5gsx rx£r'1fC.:if,lt urn l dl:u s,r":aE in{�eyrttsldtltl Jt err nett tsl a'nss.ur t:y ti+,+ :mete,a!N.ket.�hec-.,U:G Ie N£tsssi;its �800$3 ' t2�5j tfij^^Oa{rifSiCdt .I4SiS58E+iGiSt r',1JQ{(R rt¢fi:iS II(r f�-¢54Rt t'Ar4( AK'S.? Stu ttk£trw.gf¢ff lfly9t}R:R rj1I¢.R!SdSiWyi¢,d'tl'£i tt�tAt1>!dfr;tp211i�.A,If44P+4k r6g IIa{IR.S't.T+.142d(tf,4{�55 � .QQSS St Lucie Blvd.:2e¢s<istl Rttsis(�.s9�{eNpsn r:9rrheP, nzsdaed 2t1,ss3srprsyarn is6�4t rsrt¢r.£st+, Fess$spnit;Rttrsia,Htfi.r S„mrN.zd *s to r,t s:d'p Ir6L Fort Pierce,FL Blvd. Eopyrig&t ri'i016 A-1 Roof it stes Aduy 1.h.bo Ill,P.E.d=pmduu:an eilEis dnsnmeay in any L•sx;ispmd'.bited.tbeol lbanriiten permisska Uom kl Neoi lrnsses-Aalheq 1.To.EolII;P.E I l I Job Truss Truss Type Oly Ply Std Pac/6511 EL D XSPVS6511DX FG5 Roof Special Girder 1 A0070626 2 'Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:43 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-vdHnl Ar03kS8dO8HTg_MwanKEG3wYf8xJwUd8RyPWOA 2-11-7 5-7-3 8-6 i10 2-11-7 2-7-11 2-11-7 1.5x4 11 4x6= Dead Load Defl.=3/16 in 5 6 I T2 i 1 5x6= 2 4x4= 3 4 6= 4 W5 I 6x — m — : : v ' 1 W2 W W W2 I B1 ---.--1.. .----- e• 10 12 9 13 8 5x6= 10x10 3x3 II 3x4= 2-11-7 4-3-10 5-7-3 8-6410 2-11-7 1 4-3 1-3-9 2-11-7 Plate Offsets(X,Y)— [1:0-3-0,0-2-01,[7:0-3-0,0-2-81,[10:0-3-0,0-2-0) I LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.23 9-10 >415 360 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight:104 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30'Except` 2)All loads are considered equally applied to all plies, T2:2x4 SP No.2 except if noted as front(F)or back(B)face in the BOT CHORD 2x4 SP M 30 LOAD CASE(S)section.Ply to ply connections have WEBS 2x6 SP No.2*Except" been provided to distribute only loads noted as(F)or, BRACW2:2x4 SP No.2,W3,W5:2x4 SP No.3 (B) unless otherwise indicated. TOP CIHORD 3)Unbalanced floor live loads have been considered for this design. Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. rotation Plates checked for a plus or minus 0 degree BOT CHORD rotation about its center. R 5)Refer to girder(s)for truss to truss connections. Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Graphical purlin representation does not depict the REACTIONS. (lb/size) size or the orientation of the purlin along the top and/or bottom chord. 11 3869/0-7-4 (min.0-2-5) 8 3fi07/Mechanical 7)Recommend 2x6 strongbacks,on edge,spaced at Max Gr 10-0-0 oc and fastened to each truss with 3-10d v M 38fi9(LC 1) (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8 3607(LC 1) 8)Hanger(s)or other connection device(s)shall be FORCES. (lb) provided sufficient to support concentrated load(s) Max.Comp./Max.Ten.-All forces 250(lb)or less except 1556 lb down at 0-2-12,80 lb down and 478 lb up at. when shown. 4-4-6,and 471 lb down at 5-7-14,and 447 lb down at TOP CHORD 7-7-14 on bottom chord. The design/selection of such 1-11=-2132/0,1-2=-6508/0,2-3=-7149/0, connection device(s)is the responsibility of others. 3-4=-6040/0,4-7=-6040/0,7-8=-3045/0, 6-7=-764/0 LOAD CASE(S) BOT CHORD Standard 10-11=0/673,10-12=016508,9-12=0/6508, 9-13=0/533,8-13=0/533 1)Dead+Floor Live(balanced):Lumber WEBS Increase=1.00,Plate Increase=1.00 3-5=-675/0,1-10=0/6029,2-1 0=-1 618/0, Uniform Loads(pIf) � 2-9=0/663,4-9=-1511/0,7-9=0/6835, Vert:1-3rated,3-7=-380,5 6= 20,8-11=-10 3-6=-1125/0 Concentrated Loads(lb) Vert:11=-1556(B)9=-471(B)12=-80(B)13=447(B) NOTES- 1)2-ply truss to be connected together with 10d (0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-7-0 oc. Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ..... ....... rSvsa•dlersf as iekf&t'!!r"s 1TGSY"'SElt�E%9Aet1G1:6rQiuttEliS(E'Pd."S7!R1.4:5RDfir'f.Rr57'farta.f42 !fC ^awtiisal«f{s:i±fti t5t:«ss E+si ! - a F 5 § S+r- .taua",sritG@;tad'le9 ui.'su4a41lEUhceul SkeuFefiia rse.r¢+t ti'uru e^,xd aau:e'4D tfd. W;ft:fakr!7ffi{4iit£;Ea{5'dd:id:tdDrk4i aiSS{iT if aqs ritltf¢f y":lytdtCEl<f S(: l.ti'ftid}Tr'Qt-a Ht tf 3lrF!.^t'l 1llTf t1:LiiI M{I-tick{-tftYtl:l thPffIre.(ttf(lIlmi TMrd lRQf O-1t.P oIIIF.:fIt45'tl Sflr3{'i1.'S,F.TislfetC Si24?a EG"fT AnthonYT•Tombottfr P.E. mdtte f{iftsfracs lx ur$;LaFfs rr,TaaSitall:Qseu.d:"s:ussfx4ealrftluC{.t g7 cina,is tx4xzntl4€If,"t5.rt+a=I e1 Fr::dia;.f:s zdiF11.1]teryrf,ticfltl.flaf ivFS It 4rYe-+u,�i`.c;slssdaLsh{s,a.aFinaa cllieq 4ldEata uv�saswlr 4' #86Q83 ' if Eavaiq ei•+»sadkcistu 1s.as stlaAa&tPDutEa{rl.tes 4stgal:Pesss•'taaF.2{�{U}xs Sza=Yfv'aa aAka ttSliPEGs.it!:P{fad S.:E ntiehrruadhr{rssi rwfa n,Wde'rsts3+«Faa,G:.iG.'WfAn e>f-a[+s St q'n'Too hsx-f tigseu c{irasx aReis,tsisss 44515L t.ude Blvd. ttuaf«dfrstddsT :9r¢frd;Kenn:YgTEreqla4+ss«Lrd,2llsssD+siBEeTstyi.NQkt{n!i!l.+sys toTisss:lsd.=aFtetudity4rrtiy,l7¢FDlned'4«stnrtt',eedrtlFbf. Fort Pierce,FL 34946 10FAM02016 A-1 Tomb III,PE Rt aaduetirn eithds dommenT.in on Flm;is m§bi±rd.itbact lha writ;ea ermissiraitam A-i PeriTmssrt-Amber 1.iea!5ei11rP.L Job Truss Truss Type Qty Ply Std Pac/6511 EL D , XSPVS6511DX FG6 FLOOR 1 A0070627 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MTek Industries,Inc. Wed Oct 26 15:26:43 2016 Page 1 I D:W?quLer?Re?Lfzle98RjH4yHM91-vdHn 1 ArQ3kS8dO8HTg_Mw8nNiG3yYiFxJwUd8RyP WOA 2-7-2 4-5-6 7 4-0 12-3-14 17-3-12 22-5-2 2-7-2 1-10-4 2-10-10 4-11-14 4-11-14 5_1_8 Dead Load Dell.=5/16 in 1.5x4 11 3x6= 1.5x4 11 3x8= 3x4= 1.5x4 11 3x6= 13x6= 2 3 4 5 6 7 8 Yn _.........1 W1 15 14 13 12 11 10 9 2x4 II 4x4= 1.5x4 II 3x10= 3x8 MT20HS= 1.5x4 II 4x10= 3x4 is 2-7-2 4-5-6 7-4-0 12-3-14 17-3-12 22-5-2 2-7-2 1-10 4 2-10-10 4-11-14 4-11-14 Plate Offsets(X,Y)— [1:0-2-12 0-1-8),13:0-2-0 0-1-81 [8:0-2-12 0-1-8) (10'0-5-0 0-2-4) (13.0-4-0 0-1-8) fl5.0-1-12 0-1-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.66 Vert(LL) -0.32 11-13 >831 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0.61 11-13 >431 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.07 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight:216 lb FT=0% LUMBER- TOP CHORD 2x4 M 30`Except' 2)All loads are considered equally applied to all plies, BOT CHORD 2x4 SP M T2:2xx 4 SP 0 except if noted as front F or back B face in the WEBS 2x4 SP SP 3 No*Except* W2,W6:2x4 SP No.2. LOAD CASE(S)section(Ply to ply connections have W1:2x6 SP been provided to distribute only loads noted as(F)or BRACING- (B),unless otherwise indicated. TOP CHORD 3)Unbalanced Floor live loads have been considered Structural wood sheathing directly applied or 4-10-5 oc for this design. purlins, except end verticals. 4)All plates are MT20 plates unless otherwise BOT CHORD indicated. Rigid ceiling directly applied or 10-0-0 oc bracing, 5)Plates checked for a plus or minus 0 degree Except: rotation about its center. 6-M oc bracing:15-16. 6)Refer to girder(s)for truss to truss connections. 7)Recommend 2x6 strongbacks,on edge,spaced at REACTIONS. (lb/size) 10-0-0 oc and fastened to each truss with 3-10d 16 = 1710/0-5-8 (min.0-1-8) (0.131"X X)nails. Strongbacks to be attached to 9 = 1563/Mechanical walls at their outer ends or restrained by other means. Max Grav 8)Hanger(s)or other connection device(s)shall be 16 = 1710(LC 1) provided sufficient to support concentrated load(s)417 9 = 1563(LC 1) lb down at 7-4-0 an bottom chord. The design/selection of such connection device(s)is the FORCES. (lb) responsibility of others. Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD LOAD CASE(S) 1-1 6=-2051/0,1-2=-3550/0,2-3=-3550/0, Standard 3-4=-6633/0,4-5=-663310,5-6=-4515/0, 1)Dead+Floor Live(balanced):Lumber 6-7=-4515/0,7-8=-4515/0,8-9=-1506/0 Increase=1.00,Plate Increase=1.00 BOT CHORD Uniform Loads(plf) 14-15=0/3550,13-14=0/3550, Vert:1-8=-120,9-16=-10 12-13=0/6661,11-12=0/6661, Concentrated Loads(lb) 10-11=0/6661 Vert:13=-417(B) WEBS 1-15=0/4337,2-15=-1276/0,5-13=-59/436, 5-10=-2226/0,7-10=-604/0,8-10=0/4490, 3-14=-890/0,4-13=-796/0,3-13=0/3483 NOTES- 1)2-ply truss to be connected together with 10d (0.131"xY)nails as follows: Top chards connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. wmq•M!rl:src;:Jrinit ol'1;UZITU Brilltr#E<1AiIM&(MM,G Stunliif'€m.l;CK4k`;mllwh,..1.1,ltrF.gt` ft,Rf I'd liyCrl'S7-ge;IRLx;impIrVt'y{id ifh4E!I,EG14�i r:.tdleFR sltdg!fFR l54 455 CitiitC el t1Z?T�rFflr Yud¢ue7x{.•s;l ge n?+ta Ex iC btt rfY rI.a f by fr{mtn t_ySgtaPg rgar -t•rCfF sgiCPn'r sst.va,?lp'ar M Ft'1 CBI:njtRtllhg:t:tSrS:+S'l hl f'tff4gdilritSRyi;l!!f f4'!t!9(4PJtFh,rtSn 1FI I,�N efi gt n,t g;s:.hXsg mr.">rls,uttt¢a! Anthony T.Tombo III,P.E. ad.le lt@ss Gusftt in3nng Its r g,tart.:tlt -e lit C.xePi va htlytdutleta:dlg yx: Gxswzddtl:I(,3e[K i61G,d 1..j—Ih-dill 1.lrrgp:tlddLsll-7of u{itltmF rl F Ivss t'sf¢li:Air{.verge,:!Ie1:atas�irtC�tIlG4Yuayatl 7ta t 60083 4451 St.f.udP.Blvd. Fort Pierce,FL 34946 t0pyrigNQ2DiAA-I Rodllnwl-Anlheayl.70.10Ill,P.E,iepandudiand isdnmment.innnyFm,isprahi6ittd*A6nnUhentiirenpatelssicnhemA-I1100Trolls-Aalhaayl.Imbelll.1`1 Job Truss Truss Type QtY PIY Ed Pac/6511 EL D A0070628 XSPVS651 1 DX FG7 FLOOR 1 1 Job Reference(opti na Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.Gom Run:7.640 s Oct 7 2015 Print:8.020 s Aug:31 2016 MiTek Industries,Inc. Wed Oct26 15:26:44 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-Npr9FWs2q2 ?EYj71OWbTMKaGgRGHLS5XaEBgtyPWO9 3-8-0 3-8-0 1.5x4 11 I 3x4= 2 T1 W1 W2 W1 4 5 :3 1.5x4 11 3x4 3-8-0 3-8-0 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.04 3-4 >923 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.09 3-4 >462 360 BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP Weight:19 lb FT=06% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 Standard BRACING- Vert:5=-467(F) TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 479/Mechanical 3 = 427/Mechanical Max Grav 4 = 479(LC 1) 3 = 427(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Plates checked for a plus or minus 0 degree rotation about its center. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131' X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)467 lb down at 1-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(plo Vert:1-2=-120,3-4=-10 Concentrated Loads(lb) Anthony T.Tombo H U,P.E. t 60083 S*j Stu.,IfteaA,11 Mi ldh!'N.Itspumhi WifAl V'tt 1—Dan 4451 5t,!ude Blvd. Fort Pierce,FL 34946 hpohalon OHMS doww.in any rut,is P10Y.*bittdQb0Cj The written perelzi"010MA-1 10dTfusses-Antharyl,IAI6 Hir P.E Job Truss Truss Type Oty Ply Sid Pac/6511 EL D , XSPVS6511 DX FL01 Floor 9 1 A0070629 Job Reference a tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run,7,640 s Oct 7 2015 Print:8.020 s Aug 312016 MTek Industries,Inc. Wed Oct 26 15;26:44 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Npr9FWs2g2a?EYjTi OW bTMKaygQ5HBC5XaEBgtyPW09 0-4-8 I�1 1-3-0 2-6 01—10� 2-0-0 �— 1-11-8--, r 1.5x4 11 1,5x4 II Dead Load Dell.=1/8 in 4x6 II 3x3= 3x4= 1.5x4 11 3x3= 3x3= 3x6 FP= 3x6= 1.5x4 II 1 2 3 4 5 6 7 89 10 11 0 W3 � Rj it 19 18 17 16 15 14 13 12 1.5x4 11 4x6= 3x6 FP= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x4= 0-4-8 0 2 8 8-0-0 9-0-0 10-0-0 17-4-0 0-2-8 - 7-7-8 1-0-0 1-0-0 7-4-0 0-2-0 Plate Offsets(X,Y)— [1:0-3-0,Edge],[13:0-2-0 Edqe] [19:Edge 0-0-1A LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0,57 Vert(LL) -0.15 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.27 15-16 >751 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.02 12 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-SH Weight:94 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat)BOT CHORD 2x4 SP No.2(flat)`Except' 6)CAUTION,Do not erect truss backwards. B2:2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat)BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12 = 1096/Mechanical 1 = 109510-4-0 (min.0-1-8) Max Grav 12 = 1096(LC 1) 1 = 1095(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-942/0,2-3=-939/0,3-4=-939/0, 4-5=-2869/0,5-6=-2869/0,6-7=-2961/0, 7-8=-2573/0,8-9=-2573/0,9-10=-2573/0 BOT CHORD 17-18=012178,16-17=012178, 15-16=012961,14-15=0/2961, 13-14=012961,12-13=011583 WEBS 1-18=011379,10-12=-1847/0, 10-1 3=0/1 156,9-13=-302/0,7-13=-686/0, 4-18=-1446/0,4-16=0/806,5-16=-301/35, 6-16=-524/179 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shalt not exceed 0.500in. . - ncr3 w.➢Sa-".ncd r.fc.¢t1 I:rlibw`a�St3ltr'gfc97l..B�18t6�"i't�331F'1.�y`37!fl�5:5�7fi:S+bUf,44`3➢tar!!3,9rsm{[u3s`xseFSe➢t€sksexta nnF 'A'.r.�leiil4F-es3;e:lanxs3l.i➢aofH,tEtlnuuStrabPCzrc rst,y&xsi sa!ossP s:rf w^:'fA,�7 u€s 7 p1a€ t€n ai trn t s tix sgr P a,p sq rf¢iiaD ex .<crcxr s e•ad xrt nr 3;r.a be r ,zrxxs€,i!n,cpxKa tri�P d.,mrkttu &,P n mF a t wart F Anthony 7.rembo M,P.E. zd itP➢Ikkrrf Sftt S..t^tli.fCS tibuh tb;i�ti€,tStQ £1t3:✓Qiif3Sj•Si t!kr' t iff]q,µLS¢Nr.,(SQ!1i @[R,it€Rtin;Ci be:A4.Q,PxE;{tL I g, d dAi21t4b£ti(5A Ft34 It"', i6➢ajlia.1LSPt?SDFt.(;i..4rf i6u483 1 �b 3P}^ffid(tbf[.na ]iS9flt9ffli� (L;:1&S f¢�18➢Sd Q(afC 9:$ fi Safi}Sfi()�b�H ��b if itFM NtC(RP tjN� ti- 2lSfFry➢3 di.tf fr:5 Cti Rt PLC iT!Q[ E➢fi[42 Rt5htY.ti SS d.:,,.3.;e CeT,xts¢€tigesm¢t�pb.ffi(r'Is rzLt@1€Lrcss3[s5 t&p➢!u„4d.ls firet¢q.esip,€isst:(st!n.f,rz-€;sicxbdamfi.d ttrD^.Pl;!Pssm3:dx`.➢•falF6t 4451 St Luee Blvd. • Cnpyrigtl li i�td A-I Fort Pierce,FL 34446 Bnoiitcsus-Aet6asy l,lem5o il6 P.E fzpaduecen aii6is dummcai,in ony F.Ic;is pmhibited.4ifienl3ha+rsSi?en ysrmissicc lsomA-1 inoflrssser�AslbeYyt.Ter,::�n 3li,P.E � I Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX FL02 Floor 7 1 A0070630 Job Reference o tiona1 Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Augj31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:45 2016 Page 1 ID:W?quLcr?Re?LtLe98RjH4yHM91-r?PXS'tgbLissilgb51 gOZskg4nUOeGEmEzkDJyPWO8 - 0-4-8 ' 3-0 H , 2-6-0 0-10-8 , 2-0-0 2-3-4 ! Dead Load Defl.=1/8 in i 4x6 II 3x3= 3x4= 3x3= 3x3= 3x6 FP= 3x6= 4x4= 1 2 3 4 5 6 7 8 i9 10 11 12 0 22 0 1 cb �yo lc; 0 21 23 20 24 19 18 25 17 26 16 27 I15 28 44qq13 46= 3x6 FP= 3x6= 44= 3x6= 3x4= I I Q�$ 17-7-0 18-4-0 4 17-2-8 '0-9-0' Plate Offsets(X,Y)— [1:0-3-0,Edge),[13:0-1-8,0-0-121,[13:Edge 0-1-8j,[14:0-1-8,Edgej,[15:0-1-12,Edgej,[22:0-1;-8,0-0-12) I LOADING(psf) SPACING- 2=0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.22 18-20 >916 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.35 18-20 >588 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FBC2014frPI2007 Matrix-SH . Weight:102 Ib FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) 4)This truss has been designed for a moving BOT CHORD 2x4 SP M 30(flat) concentrated load of 200.Olb live located at all mid WEBS 2x4 SP No.3(flat) panels and at all panel points along the Bottom Chord, BRACING- nonconcurrent with any other live loads. TOP C StStructural wood sheathing directly applied or 6-0-0 cc 5)Recommend 2x6 strongbacks,on edge,spaced at r except end verticals. 10-0-0 cc and fastened to each truss with 3-10d I BOT CHORD (0.131"X 3")nails. Strongbacks to be attached to Rigid ceiling directly applied or 10-0-0 cc bracing, walls at their outer ends or restrained by other means!. Except: 6)Gap between inside of top chord bearing and first 6-0-0 cc bracing:13-14. diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. REACTIONS. (lb/size) 1 = 1113/0-4-0 (min.0-1-8) LOAD CASE(S) 14 = 1189/0-5-8 (min.0-1-8) Standard Max Grav 1 = 1114(LC 3) 14 = 1189(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-959/0,2-3=-956/0,3-4=-956/0, 4-5=-2945/0,5-6=-2945/0,6-7=-3070/0, 7-8=-2637/0,8-9=-2637/0,9-10=-2637/0 BOT CHORD 20-24=0/2227,19-24=0/2227, 18-19=0/2227,18-25=0/3070, 17-25=0/3070,17-26=0/3070, 16-26=0/3070,16-27=0/3070, - 15-27=0/3070,15-28=0/1604, 14-28=0/1604 WEBS 1-20=0/1404,4-20=-1483/0,4-18=0/838, 5-18=-294/49,6-18=-582/196, 10-14=-1814/0,10-15=0/1207, 9-15=-336/0,7-15=-726/0, 11-13=-286/148 I NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. au�}-a��nmt�lTrtneaszR-nur,=nnss;z��l rs[rsn rtxs a uEc;n_s orouirm'�'s{oceafit}oruartu".}t�}win e�.M:mtttt rrcl�:{arc Trct{cKi3t uK:"};m;o,ant e�n„rT.Tt�}t e:r.1.E,�atz s:K:taKe.e r�{;�t,.ist nitl m,�ereatrtt ILT?'t¢sraKrltlK s'xitktse{irRa TGCpleedt.A{oTrusOts: Eegaasi<,simdg&}iavxatssluaapl[Crt}[rfthtlita}>ss[edmiEa4isIt391ujia:'sriylega:RLhhr slfsget} sl{gl Tnss{t}tltiihtl6@EIIr,tEea1FFI.lYes,ryaa 6µz[s, a}mtltiess.ssdsl2,ry Anthony T.Tor11bo III,P.E. a{trdCs;pus tr.u}tti(!r<isRe,espuii:III}tfPnCngM.z Certnstnktmre tgz9ui5:i:0tnr C:;..u,M9x uAee ttsis R4lit ixula{(trsfkiltiayc�zalRl}.It:s}}:us(dfaelUCnrcy fi:Ilne t'ht ir.:i;ad tisykuT¢y nae}e,testtFetiarxifmy{isil/LLe rts}usiaila}at.' ?80083 Ite3rlrar0:sigxmAGYatats.Rl(tdess:!tdie lhlKiti }rcCaresufBdel¢estltttkP ifimslsalcgl:ffismelism;i(ffjitttskll}IPi nI Slo.'el.-l1 r-.dp,l 4451 it.Lucie Blvd. zt ttlemtni<inzlEta:xn¢IagKdgn vl:.r<Itrl}stiKlndai IL Tra.Nil..bm'is Ir 11,Crflle} s!s'111frr}All :t}aleslsszs ns uda5K!¢ir4}. Fort Pierce,FL 34946 Upyright 0 2016 A-I Ruf%ssn-Anthony I.h.1;n III,F.L Rein dn&-of this dammens,in any fasm,is pmbihiled whhaut the mitten pernissienfras 44 Rtaof Trusses-Aashunyl.Tampa[If,F.F, I Job Truss Truss Type Oty PIY Std Pac/6511 EL D r XSPVS6511DX FL02A Floor 1 1 A0070631 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:45 2016 Page 1 ID:W?quLcf?Re?LfzLe98RjH4yHM91-r?PXSstgbLissilgb5l gOZsj64maOe9EmEzkDJyP WO8 0-4-8 I 1-3-0ii 22-6-0 0 I 2-0-0 I 2-5-4 Dead Load Deff.=1/8 in 1.5x4 II 1.5x4 11 4x6 11 3x3= 3x4= 1.5x4 11 3x3= 3x3= 3x6 FP= 3x6= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 0 m 19 18 17 16 15 14 13 1.5x4 11 4x6= 3x6 FP= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x4= Q 4-$ 8-0-0 9-0-0 10-0-0 17-9-12 4- 7-7-8 1-0-0 1-0-0 7-9-12 Plate Offsets(X,Y)— (1:0-3-0,Edge],['13:0-1-12,Edge] (19:Edge 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.18 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.31 13-14 >660 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:96 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)*Except` B2:2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 112510-5-8 (min.0-1-8) 1 = 1125/0-4-0 (min.0-1-8) Max Grav 12 = 1125(LC 1) 1 = 1125(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-969/0,2-3=-966/0,3-4=-966/0, 4-5=-2993/0,5-6=-2993/0,6-7=-3135/0, 7-8=-2685/0,8-9=-2685/0,9-10=-2685/0 BOT CHORD 17-18=0/2255,16-17=0/2255, 15-16=0/3135,14-15=0/3135, 13-14=0/3135,12-13=0/1630 WEBS 1-18=0/1419,4-18=-1504/0,4-16=0/861, 5-16=-292/56,6-16=-612/135, 10-12=-1902/0,10-13=0/1231, 9-13=-339/0,7-13=-732/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. zta�j-Fln:n rgn.�nealmGsn�ss;s n (Gauricasscuoina{s(asraufFcrr neca;Fnsu:trMapm(d;p "vr,ene[t[itatn�;(n:enlptuR.up�ea;t,antfdo-rl.(teti1jZ11.1—shwidt.—W'noafnm1.df.aTMuir BSee,fat�[gid¢tidlasfdrrte GGst!<edC AselresOshpeasa.pe tp(r>L n .� rsafl�reprs:unm:s:epaatdnepesslfniecgmeftupm„alegl.xe(esgs lmef s.e rrfs:tepadterr.IDGfp enlFri taste jot r[ I�xaF.f t�s,t d,;rrtr Anthony T.Tombo III,P.E. teimd[r.,iitss Mt:pt.,id_is lee esprsitlpt tF6tCna,&e Cx+e•i�! segeG n.4r1tay0-u,ia9x«q defht R;,nel ntlxitslxitrepmttnt ltid.Rt epp t[Liafi.FGGnt z?t fi:ld se n( nd fnpe-Tex I p tl I' ns bn:-sect nx f.pnsBJdrd -8o083 Ike 6t3Cu{Gfs$xrae(u3 edtr ACteles sf:tuien ID /e;p CR(esf Ip EIR43dTwFti{SM1p('(PfYIS fh IA[I IW5;1(Slfp[IG:dt l(IW nt S$ip Gt ldC fthr F�sy�pfyt�e I%lenFxnnt'fsptasn@es o¢lkli.sdl l„C-i,ee{Ttoss k.Sf spleetff[i lustl z[fi:Met,nlefs enneiaiefsd{rt(xh�egndgna mtfu ld ceipftia unlsfi.fifrr,tges.fs[e}xtt is{-IntR It npeesgnt.trLsssSig.GStraz a'nr4rlluy AIl;cyddesdierz;uers Ifirs toirlL gQsi St.Lucie0083 Blvd. Copyright02l16A-1RimfTrusses-AethocyT,Tcmho ill,P.E.Rquododlrclthisdocumem[inony form,inprolihitedwhimotrho,,itlenperm3ssien from A-IRcoMusses-AnthonyLTemhoiil;P.L Fort Pierce,FL 34946 Job Truss Truss Type City Ply �'Std Pac/6511 EL D XSPVS6511 DX FL03 Floor 2 1 i A0070632 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aud 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:46 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KCzwfCtlMfc jUsts8pY3YnPuxT6wl5AO?ujHlmyPWO7 0-4-8 1-3-0 ,{ , 2-6-0 1-1-12 „ 2-0-0 Dead Load Defl.=1/8 in 1.5x4 II 4x6 11 3x3— 3x4= 1.5x4 11 3x3= 3x3= 3x6 FP=1.5x4 11 3x6= 1.5x4 11 1 2 3 4 19 5 6 7 8 9 TA 10 11 I o I °? I 19 18 17 16 15 14 13 1.5x4 11 4x6= 3x6 FP= 1.5x4 11 1.5x4 11 3x6= 3x4= 3x6= I -0- 8-34 1 9-3-4 10-31 18-1,12 4- 7-10-12 1-0-0 1-0-0 1 7-10-8 Plate Offsets(X Y)— [1:0-3-0 Edge] [13:0-1-12,Edge],[18:0-2-8 Edge] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.19 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC ,0.75 Vert(TL) -0.3313-14 >643 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:97lb FT=O%F,0%E LUMBER- 1 TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)*Except* I. B2:2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc j purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1147/0-5-8 (min.0-1-8) 1 = 1147/0-4-0 (min.0-1-8) Max Grav 2 = 1147(1 (LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-988/0,2-3=-986/0,3-4=-986/0, 4-5=-3085/0,5-6=-3085/0,6-7=-3257/0, 1 7-8=-2756/0,8-9=-2756/0,9-10=-2756/0 BOT CHORD 17-18=0/2310,16-17=0/2310, 15-16=0/3257,14-15=0/3257, 13-14=0/3257,12-13=0/1666 WEBS 1-18=0/1448,4-18=-1546/0,4-16=0/904, 5-16=-298/24,6-16=-601/105, 10-1 2=-1 944/0,10-13=0/1 273, 9-13=-343/0,7-13=-785/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Recommend 2x6 strongbacks,on edge,"spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. W*hu;-Flxtt Ruttg}IrreA(r ti:'11I(I;EitLSSi;;Yr1€N iE83ll 11J58:76U1t18i(7S:OMiTLTTt:(rquYt€OSN[ii'h:¢lnit![uipp�mtt(rseetrn/ee4,ud't fnnCuiya Crtxn;POC1ea96e tclSarl.i(ls G:rF.I(kna Sieatelce Ev.Cei(isok(nl¢E�;e/n de lU,tElp 9I1tCt52tatt JatSS�n:EStt{B�aF"LCIiI((d:{I{E[E,Sgssi6l�:Y{L+.;Srt.IL'r EElli(:aga::YIE9bj[av'1tlICM{WEt��[t8rt94!(t�(�naal eteu::u3(nwa:t27.hT(1(tipdWesiE}eftt:teretb¢7k107 tE¢,tEenitli.ik!(:ilans::arst,lgf laEteitEs uiil'm Anthony T.TOf1ib0 III,P.E. Eterctt[o-,SE::trc ttuttlisnttapEs urtae(c te•.etc-Ah Am(t,rst,a uiamro-;z((,::r.(¢a(r,(ru(Ira(�aEd;xt is,ia;(t(a:rc[mt ttetRmdtii<moeeaff,an (rn(r sErcate:tttaet�.ne:qt.ua,�at�((ean.+tut!.E(rt:rt�.::xtma i80083 at sxxgo:s:�eat6xtarc AgatessnEautIto.(ttaxre.tdt,:t:uEnn[vreostu (¢isrtglat„(i�;l[ujEet:!tn[rnaseantttrtE:e�r�.,xe!t(uts(.truaaattatrc! err.;(,rcsauttdl;=t:t:,oeu;(n;5:t{t�:n( :((((rcttn{,x�tat;lrcte.tdm 4451 St.Lucie Blvd. Eftnxts:uh f4rE;xnan(p�dcpukv:ts lrai}8bes htthN lu rra;s DeDx[a7is(t lsFfltl<ra111>3 fhEllu,.aTnu Srtl(:Erycen e!(glrllrz}:II¢r�det!':ras¢endfitd:EllL Fort Pierce,FL 34946 � Coyyrig5t�7016 Ad RaarFmsss-Anihory F.Ia�hn ii,P.F.Rw(oduaier.clthis dowmente inanyferm,itpmhiGBzdw(ihouttlla mittenpe¢nissice Em®6-I gaoifru{ses-AethaoyT.FamIn II1,P.F. I ;XSP�VS6�511DX�FL�04 � rn,ss Type sty Ply— Std Pac/6511 EL D a Floor 1 1 A0070633 Job Reference o tional Al Roof Trusses,Fart Pierce,FL 34946,design@al truss.corn Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15.26:46 2016 Page 1 ID:W?quLer?Re?LfzLe9BRjH4yHM91-KCzwfCtlMfgjUstsBpY3YnPtGT4p13WO?ujHlmyPWO7 � 0-4-8 1-3-0 r I, ,r 2-6-0 2-0-0 1-2-14 s � — --1 Dead Load Defl.=114 in 1.5x4 II 1.5x4 II 4x6 it 3x3= 3x6= 1.5x4 II 3x3= 3x6 FP=3x3= 1.5x4 if 46= 1.5x4 iI 1 2 3 4 5 6 7 8 9 10 11 12 0 00 20 19 18 17 16 15 14 1.5x4 11 5x6= 3x6= 3x8 MT20HS FP-- 3x3= 46= 3x6= 1.5x4 11 Q-4-fl 9-7-8 10-7-8 11-7-8 20-8-14 tl-4$ 9-3-0 1-0-0 1-0-0 9-1-6 Plate Offsets(X,Y)— 11:0-3-0 Edqe] [14:0-1-8 Edge] 118:0-2-12 Edge] 119'0-2-8 Edge] 120:Edge 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.27 14-15 >898 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.49 16-18 >500 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:109 lb FT=0%F,G%E LUMBER- TOP CHORD 2x4 SPNo.2(flat)'Except' 5)Gap between inside of top chord bearing and first T2:2x4x4 SP 0(30(flat) diagonal or vertical web shall not exceed 0.500in. WEBS 2x4 SP No.3(flat)CHORD 2x4 SP M 30(flat) 6)CAUTION,Do not erect truss backwards, R RACING- TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 5-0-13 oc Standard purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13 = 131610-6-0 (min.0-1-8) 1 — 1316/0-4-0 (min.0-1-8) Max Grav 13 = 1316(LC 1) 1 = 1316(LC 1) FORCES. (Jb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-114010,2-3=-1138/0,3-4=-1138/0, 4-5=-3815/0,5-6=-3815/0,6-7=-4290/0, 7-8=-4290/0,8-9=-4290/0,9-10=-3314/0, 10-11=-3314/0 BOT CHORD 18-19=012735,17-18=0/4290, 16-17=014290,15-16=0/4290, 14-15=0/4091,13-14=011945 WEBS 1-19=0/1671,7-15=-361/0,4-19=-1865/0, 4-18=0/1260,5-18=-375/0,6-18=-858/0, 11-13=-2269/0,11-14=0/1598, 10-14=-307/0,9-14=-906/0,9-15=-71/641 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ztZa hp-Flxe+luttglltre+ea iee'ltiOSi ii➢553;1_Fi rilA3lt lapb6F06L1QBSSIgi':QpylLT3`j2+S7:;liFh{lFkTlua 7raPlulppRe.tusaE rztleast+rM3ti:ntCe<ip7C+rx'uy(IOaI¢Atleeetenrl.itatt l.;iF.lrtr>;FSIe:�Seta:cetz Cetess e3rraises.T,eintte l➢R,sslt N1faYc. 4crphtrt saitde es<PFxi!e?PP mltrr.I.Rs+irr,P:ss fey.Rart2e,ipc:u[p[ryrsw•.e 2;xlramrl6,rgrt:suts rite tpxzt�ttrprx'„toadnFtrsrrsfresgss:R+?:hh.;:fampdr.'1gs hethrydu fi!mak"m lei L t2:lrlpat�:rsp es,kKserurtGiets:Yt:�t+ry F dhs.Rttdrtaftin��Itara;prtuzQ.hu�e .,RQu nitFr�ry:stltt"ie}Q::�� tt Ftshits:awn<tatu;Ott.elmNlt+�aa>e<tti.tn�tpp„ttdtatmot�tttyQeFi.te�nti,.tueetaytnt>eywr3 luttatar�tls>�!leYt�, m a Anthony F.Tombo III,P.E. IhBsl&70 ig�edQt`,ler,2Qrsfts ssM !^iCG nt3zp tAst,eel psi deliae;slfzp.fe;Gzjxuel Sfehldsmlemit(SppdL:k!!ft"niSYAst+rlcrrefb:geasalpcitrse lNle:fiets@e segeas;:fies nlhhesdte La:.P.y,�y,.iess�.igt Fnytemete i.tss t!a�;Met,e less =8D083 tlecn:sdaxfht(xncA tgee4tpt!t n nxc h a[pr�es 4,the!its frost DeCtt G3a'er u Eiifle 6a tlmp Qesirsr.nftrtr Srnea htcu a'ery Prll a}Al;epndte7'vxc to rs d�5es1 re'141 4451 St.Lucie Blvd. Ccgpig6t�lAId A-I Rcoffmsszc-Ar16or.Y i.Tam4a 116 P.F.Rtpradunian et ihitd�cument,in on Iotm,iS Inhbll2d'F'B60nnh9 MflpGn bfm15SICd Ge Fort Pierce,FL 34946 Y ➢ p mA-1 otfmssns-dnthaori.Tem4ai16P.F. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX FL05 Floor 4 1 A0070634 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:47 2016 Page 1 ID:W?quLr r?Re?LfzLe98Rj 4yHM91 oOWltYuz7ryZ50S2iW315y?htPXUWLXEYSrHCyPW06 0-4-8 1-3-0 „ , 2-6-0 , 2-0-0 „ 1-10-12 Dead Load Defl.=1/4 in 3x3= 1.5x4 11 5x6 11 1.5x4 11 3x6= 1.5x4 11 3x3= 3x6 FP= 3x3= 1.5x4 11 4x6= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 11 12 III 20 19 18 17 16 15 14 3 1.5x4 11 5x6= 3x12 MT20HS FP-- 1.5x4 11 3x3= 4x6= 3x6= 3x6= I VA -4 9-7-8 10-7-8,11-7-8, 21 -12 4- 9-3-0 1-0-0 1-0-0 9-941 Plate Offsets(X,Y)- [1:0-3-0,Edge),[14:0-1-8,Edgej,[19:0-2-8,Edge) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.35 14-15 >724 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.62 14-15 >405 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.03 13 n/a n/a' BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:112 Ib FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat)*Except* 5)Recommend 2x6 strongbacks,on edge,spaced at T2:2x4 SP M 30(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) (0.131"X 3")nails. strongbacks to be attached to BRACING- walls at their outer ends or restrained by other means. TOP CHORD 6)Gap between inside of top chord bearing and first Structural wood sheathing directly applied or 2-2-0 oc diagonal or vertical web,shall not exceed 0.500in. purlins, except end verticals. 7)CAUTION,Do not erect truss backwards. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, LOAD CASE(S) Except: Standard 2-2-0 oc bracing:15-16. REACTIONS. (lb/size) 13 = 1358/0-5-8 (min.0-1-8) 1 = 1358/0-4-0 (min.0-1-8) Max Grav 13 = 1358(LC 1) 1 = 1358(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-117910,2-3=-1176/0,3-4=-1176/0, 4-5=-3986/0,5-6=-3986/0,6-7=-4575/0, 7-8=-4575/0,8-9=-4575/0,9-10=-3457/0, 10-11=-3457/0 BOT CHORD 18-19=0/2844,17-18=0/4575, 16-17=0/4575,15-16=0/4575, 14-15=0/4302,13-14=0/2018 WEBS 1-19=0/1728,7-15=-302/0,4-19=-1946/0, 4-18=0/1333,5-18=-368/0,6-18=984/0, 11-13=-2355/0,11-14=0/1680, 10-14=-299/0,9-14=-986/0,9-15=-43/682 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plate(s)atjoint(s)20,13,12,1,8,2,3,19,16,6,15, 7,4,18,5,11,14,10 and 9 checked for a plus or minus 0 degree rotation about its center. 4)Plate(s)at joint(s)17 checked for a plus or minus 5 degree rotation about its center. Zivt,nT-e mt«Fira+xr,e•lIm.:11tv"51"KIVSisaluRZl;r+omex;uroat-rcr7'seofireiFesuFsrrr remtee:m R=rttteeaeect te"ti,I., rd;,rthd,IV Iftr- .ttdrttYrdey'rtt,yi:erdeF�nero,tett FLLts; tylda s'dt4e ti+r'kTEOoh'0.1,.N5s 0.sgs hr®ax{te,itmsGTFt;ta_ t :9 tasapm,upaiswecer^.aedotrea:,:umtuyasriye� :l r6e tmpdmtnayla Tm,pid see 6edr'dffTr4t.rat i,u mitt:s.aec r Fo cs,:ndret Anthony T.Tombo 111,P.E. eetesed Cc;Tent Wsenreftq is lh rt,reesu7i"rdes gren,e gneersoAkerrsee egsdnt§4a74^ig.. a,mke udeddf§tQG@e leerixisxl Se.IfortitefRid.Qe eiimdt`fte mgte6®ffi:lt se Ftei ti rtdsE'ptneleq.ils re ud.etiotntinen ui le fi7 s!cs5grtid4 60083 6t61furD:sigveeE 6teder.AlEesRs sdedn NlOCntlac5sesedgrmernesdizzGuS r[eegeslidelpiderrsetniEfitlrelfi;ketl[T"n75IXA ceieleeatetx psdrdfese.IHleduesRensltes iret m3:tiesdrz.Les,0.srza,nets l:,Rt Eg:teuere MessArnft3erey eAss 44515t.Lucie Blvd. etteeatstietmtFlrotastlmeP�dryait viixs-1,*wl rr.Iht odsai lie(n;sDesuG9�ssui�rtic 6a311�6es{3xs.erLrov Srdem Fer©:vCnelruby 111¢rCdut!'vs;uersadnerkTt4L Fort Pierce,FL 34946 Copyright V 2016 A4 Aodfumas-hfli nyL Tamhe Ill,A.E.Rseeadudion sirhis domment in ony term,is ptoh`Ehed xnhootihe mitlen permissiao Gem A-I F;of ieuss=s-Anihnnri.Turt5b;II;P.F. Job Truss Truss Type Qty Ply Std Pac/6511 EL D , XSPVS6511DX FLO6 Floor 1 1 A0070635 Job Reference o tienal Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:47 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-00W ItYux7zyZ50S2i W315y4UtRVUaFXEYSrHCyP W06 0-1-8 H 2-6-0 2-0-0 0I 1-6 1'�I Dead Load Defl.=114 in 1.5x4 11 4x6= 1.5x4= 3x6= 1.5x4 11 3x3= 1.5x4 11 1.5x4 11 3x6 FP-- 3x3=1.5x4 11 3x3= 1.5x4 11 0 1 2 3 4 5 6 7 8 9 10 11 12 0 22 W4 0 m � o 21f 20 19 18 17 16 15� 14 13 5x6= 3x6 FP= 5x6= 3x6 FP= 3x6 11 3x6 11 5x6= 3x6= 3x3— 16-1-10 22-5-10 16-1-10 6-4-0 Plate Offsets(X Y)— [1'Edge 0-0-12] [15'0-1-8 Edge] [19:0-3-0 Edge] [21'0-3-0 Edge],[22:0-1-8 0 0 12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.24 17-19 >809 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.46 17-19 >413 360 BCLL 0.0 Rep Stress Incr YES WS 0.57 Horz(TL) 0.02 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:141 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 No.2(flat)'Except' 4)Recommend 2x6 strongbacks,on edge,spaced at BOT CHORD 2x4 SP No.2(flat)'Except* T1:2xx 4 SP M 30(fl 10-0-0 oc and fastened to each truss with 3-10d B3,B4:2x4 SP M 30(flat) (0.131't X 3")nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- 5)CAUTION,Do not erect truss backwards. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc LOAD CASE(S) purlins, except end verticals. BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:14-15. REACTIONS. (lb/size) 21 = 1010/0-7-4 (min.0-1-8) 13 = 354/Mechanical 15 = 1524/0-6-14 (min.0-1-8) Max Grav 21 = 1015(LC 3) 13 = 390(LC 7) 15 = 1524(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2434/0,3-4=-2434/0,4-5=-2151/0, 5-6=-2151/0,6-7=-2151/0,7-8=0/350, 8-9=0/350 BOT CHORD 20-21=0/1592,19-20=0/1592, 18-19=0/2635,17-18=0/2635, 16-17=0/2151,15-16=0/1499, 14-15=-323/0,13-14=0/417 WEBS 6-16=-479/0,9-15=-712/0,2-21=-1800/0, 2-19=0/973,3-19=-271/0,4-17=-615/0, 7-15=-1975/0,7-16=0/1203,11-13=-487/0, 11-14=-345/0,9-14=0/559 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. . iFaxY;•fl Ese mr�-£Evtrstae 9lt Z"it�iSEE49''Sfaritt`:2N8¢68€"'isS(C'i�>A--.FR'AA`rJ,d E:iQGit�l'bia PEEirSEcg¢wa of sdreES^� �a:nr,C:u,.r. ¢tQ.;enias kiavAi'fE%IH P1 f`aeau SkegEt6;e fTl.t�.:iu afcis7Ec-t af>r!:CQ,afR i i:tl3z A.r f3 SW kt+3WoN lktifnr:A tiss0p 4iinv s;i.;e£y,-t ix—rimwne aa.fraf 4Wrt WI-gylftll¢ >raa;Cfte 7fri t,t(LsiA3iE1£.SE[}t¢tal.t tQ6«h,tfffl lfl 1,`.AL tfs¢Yni p5a I:z¢K C`ir,s la:itt Af7tt7Qf T.T2m60 I''F.(:, t E¢ 3f@ki rh fitErrf:(;ryS ti R,}Y v¢.E^S L'tls'v IA ,f.M CWLft`Sf.h tit ESS taLA F.F' t¢If II$tl (SE�C�^4f�:LitC Id.Yl E9 YVA¢£v:Ei`d:Hi ifte¢¢r;idt'L 1 Jfti Ar aLiS EtI E t,H3£R¢S 7'¢#TtS <IYIt4F Y?Eth"4'iS[L'$5t fttYft;i.E( y r t #Rr:fl>;S9"fs'G3 CEtIi2'Ei.JYfiR's Stt%f$S¢Er'dQf$t r[;Ylt3 Gf1¢�VI44 E.,$C..r ryT^df $ SafuvYtArESr¢fEli)f'£f¢.4<R�i S..d fill ie'C21E�.�f�¢KL'fI¢N1S6:L It1¢£'tk.)4f IRi�11 £aI.P�,2F€.vC^E r'iSS vEf.jsGiFai1Q RrEb.tt ifl�R,S`A.5'�aQFH,4{fSi 4451 St,aL.lC�Ie Blvd; .-t.(t1:tY:lafl3JiCe^sFta7tPd¢fF 61 s1561¢EtEI'¢t'RE531CIvPC,:fi 50-0}tUfE i! r f1E¢4¢w'V1,,'S YFY9,fy'ieEf(d63E 1{kr,p[fjl'1tAY :pfGL;WAIrE'I. • Fort Pierce,FL34946 CapyrigEf(Lia16AtFu�thrsses Am��ryi.ln+sEo III,P.E.RapEnduEtoneflhadamroen.,in any Frr.,£Spru.�:bited.afiecudnwrif:enperm3su,n'EnmA-1FaidlE anat-Anffiesyl.le c6oll E,P.E Job Truss Truss Type Qty Ply ;Std Pac/6511 EL D XSPVS6511 DX FL07 Floor 2 1 A0070636 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:48 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Ga4g4uvZuG4Qj91 FGDaXdCUDcHIgDymgSCCOpeyPWO5 0-1-8 H' 2-6-0 1 I 2-0-0 F 1-10-2 Dead Load Defl.=3/8 in 3x6 4x8= 3x4= 3x6 FP=I 4x8= 0 1 2 3 Tj 4 5 6 7 8 9 10 11 20* 19 18 17 16 15 I 14 13 12 3x6= 4x8= 3xl2 MT20H5 FP= 3x4= 3x4= 48= 3x6== I 10-6-0 11-6-0 12-6-0, 22-5-10 10-6-0 1-0-0 1-0% 9-111-10 Plate Offsets(X,Y)— rl:Edge,0-0-121,[16:0-1-8,Edge],[17:0-1-8,Edge],[21:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.39 17-19 >680 480 MT20 2441190 TCDL 20.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.74 17-19 >360 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.12 12 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-SH Weight:119 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat)*Except* T2:2x4 SP No.2(flat) 5)Plate(s)atjoint(s)21,20,1,12,11,7,17,5,16,6, BOT CHORD 2x4 SP M 30(flat)*Except* 2,19,3,4,10,13,14,9,8 and 15 checked for a plus B2:2x4 SP M 31(flat) or minus 0 degree rotation about its center. WEBS 2x4 SP No.3(flat) 6)Refer to girder(s)for truss to truss connections. BRACING- 7)Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied or 4-6-12 oc (0.131"X 3")nails. Strongbacks to be attached to purlins, except end verticals. walls at their outer ends or restrained by other means. BOT CHORD 8)CAUTION,Do not erect truss backwards. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) LOAD CASE(S) 20 = 1441/0-7-4 (min.0-1-8) Standard 12 = 1448/Mechanical Max Grav 20 = 1441(LC 1) 12 = 1448(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3788/0,3-4=-3788/0,4-5=-5208/0, 5-6=-5208/0,6-7=-5208/0,7-8=-5208/0, 8-9=-3806/0,9-10=-3806/0 BOT CHORD 19-20=0/2213,18-19=0/4774, 17-18=0/4774,16-17=0/5208, 15-16=0/4806,14-15=0/4806, 13-14=0/2231,12-13=0/2231 WEBS 5-17=-306/0,6-16=-356/0,2-20=-2561/0, 2-19=0/1838,3-19=-290/0,4-19=-1 151/0, 4-17=0/840,10-12=-2587/0,10-14=0/1827, 9-14=-312/0,8-14=-1160/0, 8-16=-35/905 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plate(s)at joint(s)18 checked for a plus or minus 5 degree rotation about its center, j ........ 6Erag t1.E.i#a.-�£!t(tY{tt Alt'l'IEJt$X>�$rti�'}rS.r!gE(,fr13$rgr'r�S$rr11E3Ef'(eRrrl.iS!,AJ':'t.� ral}S59.rfE11{tiYE(80.Sl:PSM�IFfV Ri?:RCkt ilE:i 5hntdr 511.r13'fiSr::.(Ffl 'N pal fth 1f:tE;l.[tt)l r,.f '.'rt35'�fdrit([,_bES ESCr�75t1ro;FiE:jA(¢rStESR.(ErEnf'FrrsPH-.1StD;44 LEptif@ NPii^' S#l4jiR'f �SFEt1¢@ei;{IStE(fag;CS�AL 1(rP£541Ef1�Ef(tElfA3131451tr'iteklEr3�tSft#{9)rfl.ft f913x E53`3ji'tl'.,f9'aFx.6:3£'ry SY.18's4,3Anthony T.Tornbo MT,P.E. EdaiEt'Nlsr sfncsrL;:if,�gttw;.tftraaloystax7aeu,p?C*xdtu ttt,.siudr t 3es ,ia G¢ E f.A tr::415aluill dE:dA;called iNi lur{aettlaRel}httl eAr`¢tia,f ait 5 :li gi tT gsd y.,sdsle+mnsSNex.,,SLE6&cis 5isi:,rat �(80083 �etEf�.rt3.,.63114E34[ft.3g9o-'Yf 59WS1A�t r'�JtErf3{rf¢-GAS EE{gtl$£Z4ft Wt- fi�T=$Zfs'^y{Ecf6R'6[ta�'{illttkg{r i'lS.A}tltif ff rKr Sl>a1HES,£1�:$f`'�!4;:f llirSAs1T�..kr$3AES k'�tr SS}tLyT.;t.lfd.lk?C3 raf.R�t£R.i r. ld#Y,31S1 44515t.Ludo Blvd, hrrl tt:ufi3f t rssavlspet4srtl tr r;£tpgh agrElbsanEut;§st nsl.u3zFryc:n87 2t tc¢¢ctsE,g:.es rnss isl tlicyieex trEssg Sug grl�Mued'£.rscnu E>S¢:d�IfFt. Fort P:eree,FL 34946 i CopysigEilZ iDfdA-I&nnfti5:sses-dm3eert.lnmfin lft,p.E Rtpmdufi:an d ffisdnmment,in myfunt,is pfabUtdQhaei the nrinen permissisnhamAiBenitruses-Anlhcq t'lemd'e 111,m I Job Truss Truss Type Qty Ply FStd Pac/6511 EL DXSPVS6511 DX FL08 Floor 41A0070637 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:48 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Ga4g4uvZuG4Qj91 FGDaXdCUEcHIdDOWgSCCOpeyPWO5 0-1-8 H 1 2-6-0 I 2' 2�-0 1-3-6� 1-3-0 Dead Load Defl.=5116 in 4x8= 3x4= 3x3= 3x6 FP= 3x4= 4x6= 0,1 2 3 TI 4 5 6 78 9 10 11 12 1 0 of 20 19 18 17 16 15 14 13 3x6= 4x8= 3x12 MT20HS FP-- 3x6= 4x8= 4x4= 3x4= 10-6-0 ,11-6-0 12-6-0 23-0-6 10-6-0 1-0-0 1-0-0 10-6-6 Plate Offsets(X,Y)- [1:Edge,0-0-12],[11:0-2-O,Edge],[13:Edge,0-1-8],[14:0-2-8,Edge],[17:0-1-8,Edge] 19:0-3-8 Edge] [21:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.38 17-19 >730 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.72 17-19 >380 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.13 13 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:120 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP M 30(flat) 4)Plate(s)atjoint(s)18 checked for a plus or minus 5 BOT CHORD 2x4 SP M 30(flat)*Except* degree rotation about its center. WEBS 2x4 SP N B2:2x4 SP M at)31 *E)xcept* 5)Plate(s)atjoint(s)21,20,1,13,12,8,17,5,16,6, 2,19,3,4,11,14,10,9,15 and 7 checked for a plus W2:2x4 SPP No. *Except* BRACING- or minus 0 degree rotation about its center. TOP CHORD 6)Recommend 2x6 strongbacks,on edge,spaced at Structural wood sheathing directly applied or 6-0-0 or 10-0-0 oc and fastened to each truss with 3-10d purlins, except end verticals. (0.131"X 3")nails. Strongbacks to be attached to BOT CHORD walls at their outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing, 7)CAUTION,Do not erect truss backwards. Except: 2-2-0 oc bracing:17-19. LOAD CASE(S) REACTIONS. (lb/size) Standard 20 = 1478/0-7-4 (min.0-1-8) 13 = 1486/0-5-8 (min.0-1-8) Max Grav 20 = 1478(LC 1) 13 = 1486(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3912/0,34=-3912/0,4-5=-5478/0, 5-6=-5478/0,6-7=-5283/0,7-8=-5283/0, 8-9=-5283/0,9-10=-3150/0, 10-11=-3150/0 BOT CHORD 19-20=0/2275,18-19=0/4961, 17-18=0/4961,16-17=0/5478, 15-16=0/5478,14-15=014484, 13-14=0/1219 WEBS 5-17=-330/0,2-20=-2632/0,2-19=011910, 3-19=-293/0,4-19=-1224/0,4-17=0/917, 11-13=-1881/0,11-14=0/2253, 10-14=-312/0,9-14=-1557/0,9-15=0/932, 7-15=-342/57,6-15=-762/232 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. Yeti}-Flssa Burr-,llrre+Kx be`2I IC9i RLSS'S('S;S;i reE63df t[LJSB:OkCI11C9SfBSiCY{"IV'Y3'S.'d1'I;;deFBSYikTho.lnJi[e;i}ep;eeel[rseet red wasu;•it Ge¢".esi;a Urtxro$PLY')er3tle 4el:�}I.tasief;fF.ie!c'ns 55:t!Eeta.e ni FeleueSmise rzlelm Re iGa,e[I( W1:;ese[¢rdtes idl6:aeEk t'GCW}t edi Aseirur 0es..Erq�gn't�reaeCy hj r`fl sln2v'(rGi tgn;uls attce}flit@Iv}td aalergia^ren3rn s:3thta le/sqn E�,.e}fe ius:}t}:a;$ab:l}Pedp,rttuiE4l.Pile}ss¢}`te;isf} eae rtar.r} Anthony T.Tornbo I11,P.E. ufm Ih '.,'1-y1l'afts H i W}r,}am axon,P.a No" A %g .'ft Wltega 7n,iadeunegdo,W'at I$(utu*1..1voiamf>.ut ill 1.Rt e}}srtidfieiaaud rs,fiel$ure!Ilek.ts rzdetrs}Exulirg sl }ml r �:ket. is1 de rc}u,n,hry el �80093 ' ae$rEte7a sga ul6fedrt IarCes¢!ed'u lsIDC nlY�pcchre, I�tef sett@Fo��'}facPee,elSdctr i.$usele IE(Sp}A4.4l Ir IK u$53U an relen ti}:ivd ui}nee lF}I[ces@e respas+rl[ies uihtiesdN Uae,a.s .v,ncu0.a,esa reneriinss Ncuhtlrer;Mess 4451 St.Lucie Blvd. e8ermaiefs}iE a ExetM1¢t?dc}nb.wiax_it al}rUa 6n6'f.14a Ga,s Des:$s Eager k A rtle 6.Ilug oeslgxr,uLsss<}:tez Eq©az!Acerf,Af¢}dltaitd.d tern,ue es 9�edx1141. Fort Pierce,FL 34946 Copyright 02dtd Ad Ruffrones-Anthony L Teat`a 111,1`1 Repmdurtian olthis document,in any form,is probidited without An wcinen pu faixicr from A�I Ru nines-Arthony L lanho ill,p.L Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX FL09 Floor 1 1 A0070638 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aud 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:48 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Ga4g4uvzuG4Qj91 FGDaXdCUAuHnvD?JgSCCOpeyPWO5 2-6-0 0♦9 21 22I-0 2-5-10! I i Dead Load Defl.=3/16 in 1.5x4 11 3x6= 1.5x4 11 3x3=1.5x4 11 3x3= 3x6 FPI 1.5x4 11 3x6= 1.5x4 II 1 2 3 4 5 6 7 8 9 10 Wj1 ;ono BJ 1 1� a 16 15 14 13 12 11 3x6= 3x8=3x8 MT20HS FP-- 3x3= 1.5x4 11 j 3x6= 3x6= I 9-7-10 8-6-2 8-7,10 10-7-10, 18-5-12 8-6-2 0-1-8 1-0-0 1- 7-10-2 Plate Offsets(X,Y)— [1:Edge,0-0-12],[2:0-2-12,Edge],[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.24 14-16 1>905 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.42 14-16 >524 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code FBC2014f rPI2007 Matrix-SH j Weight:96 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1193/Mechanical 17 = 1193/0-9-8 (min.0-1-8) Max Grav 11 = 1193(LC 1) 17 = 1193(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2909/0,3-4=-2909/0,4-5=-3515/0, 5-6=-3515/0,6-7=-2902/0,7-8=-2902/0, 8-9=-2902/0 BOT CHORD 16-17=0/1743,15-16=0/3476, 14-1 5=0/3476,13-14=013515, 12-13=0/3515,11-12=0/1742 WEBS 5-14=-319/117,2-17=-2034/0, 2-16=0/1361,3-16=-303/0,4-16=-679/0, 4-14=-229/472,9-11=-2033/0, 9-12=0/1353,8-12=-338/0,6-12=-912/0 NOTES- 1)Unbalanced floor live loads have been considered for 1 this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 1 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. I I ....... .... 7ttaeit retaSE�fi.°3;3MH.h.1 rxn,�r t$Eu.{'g f,RFra(TftNEStUX' 14.EttE,�{F.�It'Id'SY�d;SfU�{i(q.rEf{(de.SatT¢'ts'i fdlEtt�+GlP3l34 to:iII4:TTAKyetki�tfid��!=fl�tt.{FYC,rf.r{if:!aOE IsP{It4(N 55}.C..�Ew31:;3t CR"ekxt�GU,P,1? ' !diiedt txr.ts sis..dt�'dPrht Retekns3.tstF.nyasgstalcets sa.,,rycEVry:{perE;q"t ndEa¢arikkr uerrt a¢rwep�s{.RsYdrtatsei ety ee }r3rssLJ<et4p futEs: t{rxs{;yL.ssE rMed;lCtf'sOnh,RttE lPtl:':xttnp{n.d :.fcsds.�.;pks Nli;ys Anthony T.T4mb0 I3,P.E. �ddeax.Ltst uhr¢s.,t^liP..�4 tt;rra2utaL Eu,gsC.:{fs¢aeeu�a�^IutkE-L.;II gee rotiwtw:txta<tkir,3t 65ted q:laed ia_!¢gte xt FFl.rxedpn,ddRieiL2ct aq:uid t tk iaf,.:Eaa yS✓lag.d:Ec;ild:acssthcrM.,si¢CGE Aetjs7s+gi.drd N :4,jtm.,mslrurand'.M-"6ansdtc5atserrrn..10-kEs.Ea¢rat fs*!»r�sdl W''=�¢tt4[IIEWmif:rtud Su nenrsee4W its 1Vdam r +t.tsEs3t'JnIa.rcu W Min 9&1.. hfi;"',rr, t"IF ts3stt3WT-tt,amas I., 44515r.Luce Blvd. adsEa,ttrd{Eiifa rer4sptedgEak+nyTsly{6rsteEs,tFsed.;k{tssII.uprayzts�c tlk.f{tk{is;astgu e Ists ast.a;i{rErdst tewtiEp,dSseIId.:'ted,:s,anc iP.ed tsif€I. Fort Pierce,FL 34945 Gpyrigxi�iD14 A-1 Feaf U¢sses-AaiCaapt.lembo Ili,P.E.Raprodudan eitEis datnaend.in aay fare is pra4i6itrd+:t6ast t6a arittro perminia¢hemd-t Reef irss<.es-ActhacpLlacSe ItL P,E I Job Truss Truss Type city Ply Std Pac/6511 EL D XSPVS6511DX FL10 Floor 1 1 A0070639 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:49 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-kne2lEwBfaCHLJbRgx5mAP1 KBh4fySSghsxyM5yPWO4 2-62-6-0 0 10-10-4 Dead Load Defl.=3116 in 1.5x4 11 3x6= 1.5x4 11 30= 1.5x4 11 3x3= 3x6 FP= 1.5x4 11 3x6= 1.5x4 11 1 2 3 4 5 6 7 8 9 10 PH i 1 16 15 14 13 12 3x6= 3x8= 3x8 MT20HS FP= 3x3= 3x8= 3x6= 1.5x4 SP-- 1.5x4 II 7-10-8 8-10-8 , 9-10-8 , 18-7-4 7-10-8 1-0-0 1-0-0 8-8-12 Plate Offsets(X,Y)— [1:Edge,0-0-12),[2:0-2-12,Edge],[9:0-2-12,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.26 12-13 >869 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.44 12-13 >501 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:96 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat)`Except' B2:2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:14-16. REACTIONS. (lb/size) 11 = 120110-5-8 (min.0-1-8) 17 = 1201/0-5-8 (min.0-1-8) Max Grav 11 = 1201(LC 1) 17 = 1201(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2930/0,3-4=-2930/0,4-5=-3563/0, 5-6=-3563/0,6-7=-2936/0,7-8=-2936/0, 8-9=-2936/0 BOT CHORD 16-17=0/1 755,15-16=0/3563, 14-15=0/3563,13-14=0/3563, 12-13=0/3515,11-12=0/1756 WEBS 5-13=-305/100,2-17=-2048/0, 2-16=0/1371,3-16=-340/0,4-16=-930/0, 9-11=-2050/0,9-12=0/1377,8-12=-303/0, 6-12=-683/0,6-13=-215/468 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 'dr.hg-nse quse;ElJredrF tree l 1M ,REWtads6MOREai rJstmdrW1)2[Ik7Xrr€DiQ9r1—I'll Mip P—dsa frnlutsnesirest¢wigs Wsxuy RR:)aad 6e Immy T.fiats I.":U le!—Si.Mr se.Ddss tm"ise:6e/n Ce lD¢,esf[ FL7sass rdetesssiltaeese6 tx re ID¢aunt:t ISO-¢e:pa:6lsexru,siweDyesl>_e8:ssl saaoyr¢¢rgre:uuesvpaxedlie prd:smzei eep.rmgrq—tra.cac ss ees�.astme sioy'e ie�:[e7ersar.[co edr,eeier int.P.la:�y,s:eareceslgareed eF;,:arnanr ' Anthony T.Tombo IIl P.E. utneett4 s xmpte,IS sR spria[rydexicaen,aho-.,e,s ab nee t�,n r.0 e¢ ;: adend<refnenCaenc tr I I9a.Ilisg<oS:sNRII tleetr;swel�'fhri¢¢retm,fieNe;ea:tlehsshdsCgtnT�.i t r m epee- [a:sio-[d =SOD83 er1[taaWer.111"Asshmnr IN"iSeimAcsW p-.haseltmki 6 �Isrtnt.2e,aerm,=,enrjletrt.errl ailM.•e,dneeedxpvtripd-1PI-1l:D.larre:rr,z*jlhneee kne,dr�r,as,¢.;., t::gr;n�e,raetnrsen.nmree.td 4451 St.Lucie Blvd. sfteris:eDz,d[.a:aenulePCdgaSnut;k,rl peyes¢rdeed Im teas¢ew h7eveuk r8e 6a:lli¢g Cssi}xw.uLnr$s�es Fetwau•m,>lldtay SII<crCdie!`vx.rte es L�irelaitl 1. Copyright'D2d16 A-I Raolbusses-AnthonyT.lamb ill,1`1 Remadufirmof this documem,in any farm,is pmhitiled whhoutli:a minen permission from A-1 Raol mans-Amhony Lfmha Ill;P.E. Fort Pierce,FL 34946 i i Job Truss Truss Type Qty PIY �'Std Pac/6511 EL D A0O70640 XSPVS6511 DX FL11 Floor 1 1 IJob Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:49 2016 Page 1 I D:W?quLer?Re?LfzLe98RjH4yH M91-kne2lEwBfaCHLJbRgx5mAP1 Rth79yakghsxyM5yPWO4 2-6-7 2-0-0 2-5-2 1.5x4 11 3x3= 1.5x4 11 1 2 3 3x3= 4 I I I I 2 Wl m —_—.....-..`.`` I I 8 9 7 10 6 11 5 1.5x4 11 1.5x4 11 3x3— 3x3= 2-9-7 3-9-7 4-9-7 7-5-10 2-9-7 1-0-0 1-0-0 2-8-2 1 Plate Offsets(X Y)— [1:Edge 0-0-121 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.11 7-8 >794 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.13 7-8 >693 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:39 lb FT=O%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 477/0-4-8 (min.0-1-8) 5 = 477/Mechanical Max Grav 8 = 477(LC 1) 5 = 477(LC 1) FORCES. (lb) Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-567/0 BOT CHORD 8-9=0/567,7-9=0/567,7-10=0/567, 6-10=0/567,6-11=0/567,5-11=0/567 WEBS 2-8=-656/0,3-5=-663/0 I NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)This truss has been designed for a moving concentrated load of 200.Olb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard -... 6ira+?Anse w�r'd,ra§ie3 dP41rarRN9'a;•SEUB"&A'J.Et"E&U:d{GT(fllE�3•P6'k.ixHI7A e"C3ELgf'Furs.F, dr_ ,c-ir y ' �' .Jr G¢jt2f"lSthSiE4{R'iSttFEi AtiE r;,inatFiRgile:+.eR#1El NIS STr 3tR,roR,rf rat lU}Bttddut§St,CS R^v41i1t L:td i£22'GU,ES7r EElldt#flirr"Et St-.'{t'±S{d(EirN lEv'pPS Yt�dlil.tf vtiy£ded(tlttti4.}dtCFerlrRSF'j�t RSR;§i tSJ tp@AN tt"'ta>:fEl`t3.F @F�[tti`.t£SlE�'utt(bd'tSi.iY:fli'F E�S.4 tSJtE'iGttiR$I313f4t^AI.M 1't r+gitEr ry'11t11.eit lS tlf iSM-j :,h ed RRC�%f51y7BElfi Anthony T.Tombo l::r P.E. T.dtit#H.If rt sPt{3.Sftt?tl.tYilikilti'h97{ 'ifL@E�kEtftkEDLtI1�tJ9lbi}trgrskitrkE'.Ark#r'£ES4ftWUAU.16Ek.Snslo;uh Win 1.rM[Jdififll'ltt{.r7�ikrilEE{X,t tdf Si tFx�,yx.,xFp.:<f�idt,3<.nrsk,�ttrw�fsRcs wr#R�t<r r�� t80083 rS{ea51d:.:y,;.fSd riG14#t.tat#SE SEIRI'A r', ftyrtA235 t§dd55rElkSS (flrw.9j{pgt9S.$g!YlY.'4rg SF(SF(t{e5ad{f kERt}r:M 4[F iEr"dE6GkiEY[S'fl jXdeh3. � Nf:Ef ltSrf3Si..G.a Ld"-I.S3f.E4 r.iS tE9 ft,rt".iE E:i.;t rk�R+J 6i fC5 d'.' kQkt?t.§ssE!tf 4451 rt. 11cle Blvd.:lerin.ebr"adtgt:w','F9ipit!§rtt itarx�tr H;dmsls.£.t!rL NT"n0ieFh,arr 51Ae wq WPe V ymarrm Ffv..eel Kai. I Fort Pierce,FL 34946 _.-.. _,.._.. EopogtlC B16 A-1 hd lrasses-Aribuyl.Unbu III,p,E.>iopraduEkon eddy s domiint.in uyfum,is pf&bited.itboul the v,rit'ea peEmislk.ho.A-1 hd Trusses-Ani6esyl.hllit;KE. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX FL12 Floor 1 1 A0070641 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:50 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-CzCQVaxpPuKByTAdNec?jda W05UchyozwWhVuXyPW03 2-6-0 1-10-10 2-0-0 Dead Load DeFl.=1/8 in 3x3 11 3x4= 1.5x4 11 3x3= 1.5x4 11 3x4= 1.5x4 11 1 2 3 4 5 6 7 T yF1 w c B d2 d 11 10 93x4= 8 3x6= 3x6= 1..5x4 11 3x4= 7-4-10 8-4-10 9-4-10 14-7-10 7-4-10 1 5-3-0 Plate Offsets(X,Y)— 19:0-1-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.19 10-11 >893 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.31 10-11 >563 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:77 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 939/0-7-4 (min.0-1-8) 8 = 939/Mechanical Max Grav 12 = 939(LC 1) 8 = 939(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2083/0,3-4=-2083/0,4-5=-2126/0, 5-6=-2126/0 BOT CHORD 11-12=0/1350,10-11=0/2126,9-10=0/2126, 8-9=0/1327 WEBS 5-9=-363/0,2-12=-156610,2-11=0/855, 3-11=-341/0,4-11=-351/157,6-8=-1549/0, 6-9=0/960 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard W—#ngavzrk�dae.ia�t��u-TF�rstuiCat�a3a€?:uk:am�rux4icTed:;�.rn2s;cplxistas,�*r;r=Ta��ac,<�.rs.,.s�cuaeeaks�cr.;rass#:<i�asamgtlen�xt^:xme�t_e�aartt�rsueneai#eFz,Yes t* srs�ua�asn�a�,��y v'eFi eJa.F rs_#ear'df�4�Ib-bxnGi S.ei s ega#e#F ase.iecxAy -s Fai ca earipPmresr' -5.ef»T.e UsrCn.eel rice p. pass;.is{fa Ge/si^{.�Het 2gteL+xe#�a ItiD fr eslei TFIL'uds,a#s asssap, <.(^.:-#K sTd67; afire us( st epSxlia R'3rr,erieet!z ek.+axu<fs'-�eefs ss!;mux! .f«Ratzs ui a'urra�txtl.2f,:?'W'urmte ai#ise:c..ad,rtl ru sddtSet;&ueu ietd t i tt r s tr a s� 3ux e,�*ts€mee d1 stcL!#xreseedt; �+ r1Fit{]Ofty T.Tamb4III,P.E. Sz EcdGa#-. ..y#SaaAafht aT aaxssq[rtpke i-7ulP.Prates utgatii slna^s3�t-e Sd36a sdar7tSFrF&ks)1t(PraiS-a¢ueie�exc+dfr gcsrsl gaise:a Tp' z3a reg x.un,asei9;Ss.''.C<kenlcv eGfr;*Qr>x.6Fr rut'ns Sy,.,i.rtar;rsLsc - 4451 it.Lurie Blvd. .4.r 6-rs•tate.`�E et3uh. a+3E!f#Ttie m@el NTusJny6;'seri:&5 is Fax.,.tsEfir.;u Lzst[sst-:a nn rsem esrde}.»¢F{i4x ix:¢:muA da1Y€1. topyrigbi Ediddl%aaRr,.szes Amsxyt.tonbatl.,F.f,ispeadad'anaithssdacementin any fcrv,isprnt:bittil >FhaanhmicenpaaaisskrficmAtFnnitrxs<o-Whetyt.Iacbailt,F.E Fort P:erce,R 34945 Job Truss Truss Type Qty Ply �[Std Pac/6511 EL D XSPVS6511 DX FL13 Floor 8 1 A0070642 Job Reference o tional Al Roof,Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:50 2016 Page 1 I D:W?qu Lcr?Re?LfzLe98RjH4yHM 91-CzCQVaxp PuK8yTAd N ec?jda a35QChyhzwW hVuXyP W O3 1 2-6-0 i 5-�' 2-0-0 0-9-3� Dead Load Defl.=1/8 in 3x3 11 3x4= 1.5x4 11 3x3= 3x3= 1.5x4 11 3x4= 1.5x4 11 TI 1 2 3 4 5 6 7 8 i T W !9 'I t>o n k 13 12 11 10 9 3x6= 3x6= 1.5x4 11 1.5x4 11 3x6= 3x4= I 15-0-14 15-0-14 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.13 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.22 12-13 >817 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-SH Weight:82 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No:2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 14 = 968/0-6-14 (min.0-1-8) 9 = 968/Mechanical Max Grav j 14 = 968(LC 1) 9 = 968(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2162/0,3-4=-2162/0,4-5=-2302/0, 5-6=-2141/0,6-7=-2141/0 BOT CHORD 13-14=0/1399,12-13=0/2302, 11-12=0/2302,10-11=0/2302,9-10=0/1373 WEBS 2-14=-1622/0,2-13=0/890,.3-13=-291/0, 4-13=-434/42,7-9=-1602/0,7-10=0/897, 5-10=-584/20 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard L ;K0 T+tl fiAtJ}'F:'fL34G S,AS}AhilAt iP"ehMif k!irT:4'rKs�j93�42f1.,Ia�€' €(AtN+lit¢,R4 f1pTQQlP3(t3M.!tA iU4lTii'l.TfhS�CAiI}ifA fNl SJ.tV:r`dF�A F.xffL�ilfkfhjlilYi5kf7�tAs;a tyid hft(f£18�.'ttd4f1.4f3=�t+^C,hlf�'t.r'C[£f,U:3851! Anth!)riy T.Tombo tl of P.E. SAtAf$131f(MiSh(ttY$}(gtM.ktY.�iCJ1Eh,E14P:4ttt.p}�g5((L dd 12F2ijfMitlS:i.b. ti33C if b&M'RI (�i3r,3t iriMp}�Kd QS'tlk;£E3fS��i r)iJt£Ett�Ul ft ntiFtt(1>.I�C�..iS i31a#Sr�2$..ySktf.2,#II'�BII�N[C#t 480083 R2lx'{Sij N. R9(.w.d[.If.1"doL5trowtLpliI.4rthn It,W1..jrf—M f"S.1Ef^(&�3f8�fS��lGt�k 1WStu 4tfiPh£PIE�k'iTjF'5L�j'�Ifx.HIS tk.f:��.iU�.fL 41:.tRfi?S 0. 5I:Y51�'4+.tfRfQ�3�a'f, R(1R•4'lv�e4%$,N�fSL � 44.,ij 5t.Lucie Blvd. c-35£;r,,t half a:rxuEa,erlgEEH r llyd;rashfss.;rtftE?ki,x scoGgsftt£.6J 3!Mlgasifa.a Fort Pierce,FL 34946 �' LnpydgU tZ D16A1t0011nsses-AAcryl.hmh llt,P.E.iepradwinn of ibis dacR f'is uyfa..,is prObUtdatheandat'&'npe£missita hnnSA-11001TraSSCS.hih¢¢y1.Tor!4111,PL Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX FL14 Floor 3 1 A0070643 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:51 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-g9mpjvxRABT?adlgxM8EFg6miUrgQRN78AQ2QzyPWO2 0-1-8 H 2-6-0 0-8-10 , , 2-0-0 2-8-8 1.5x4 11 3x4= 1.5x4 11 1.5x4 11 1 2 3 4 3x6= 5 Ti 10 vtri L 1.5x4= _ 11 8 12 7 13 6 A 3x3= 1.5x4 11 3x6= 3x6= 3-5-10 3r7,2 4-7-2 5-7-2 8-6-10 3-5-10 0-1-8 1-0-0 2-11-8 Plate Offsets(X,Y)— [1:Edge,0-0-121,[2:0-1-8,Edge),[4:0-1-8,Edgej,[10:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.17 8-9 >593 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.21 8-9 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:40 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3 flat BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 536/0-7-4 (min.0-1-8) 6 = 544/Mechanical Max Grav 9 = 536(LC 1) 6 = 544(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1262/0,3-4=-1262/0 BOT CHORD 9-11=0/1187,8-11=0/1187,8-12=0/1262, 7-12=0/1262,7-13=0/1262,6-13=0/1262 WEBS 2-9=-1241/0,2-8=-12/322,4-6=-1321/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard . ...... ........ titre;•712rttrc' e.ieafis'SI1=sRffiY'�rfltt8".E.%la!'t8!ltENk'i'i-nj4t4:/G"iJ?6iE:5R9:u'64i41"hia.itch tE�jE'42f'£:f2�(c'fliErl?SL4"4.'-4:If14 Gfih4rdi?'IR'yt�Gjl ETc3�f��'E4?t.?f6LQt:,r1�iSYfS i)teit2rP:dE$L�lffi'daY,fFSE A."t12R'�t,iC'Q.LFt( Yi:fFfE3e.13;g'sss;3:kas•dfu i'x)til knta tftiross.aaji. -e jtf€r( effFp�e nr,4v u77GG rea'txz y:eratcei h5.=zl Eerief€gt;f3i!tstpfitEs sss<fitSiaglxLnta�AeEs4f(3Dtth.#a314tJ,:ztk nEs ;..=„i.>:;s,C x+s,u7 hr..t< Anthony T.Torhbo l" P.E. tk`tiC�HdS}Mi;tG'Eirrp}t 4tS.t ijtfi�rAr f tf fLr�i,f31SEe'X F}LlttfizrilS;e} ILAt i't,F?�{,2'4C-'WL'+�.Cta'.fiL}iE 5}4)iLttpjSF'Et41St)�eS[tE}eKIE.F tit i".bf5 s;ems}REye,YiilxnE Y'2ktl LG l 16 YM?L".rF� w 80083 E ' 42Ia LlS;TEii'y'S'Cs{L$@Y'Et)2!Z'F:4[1EF;AP i"9FEEfizjrLJuf aE}�. FF'PES YSj tt'jLY'K jyl:'?F('eYi3�(i(jdFi3�{r 7EEf{).}fJ41lpt2Cr{tet}-^9€j f}ikk)"1.§,'I2.S ttij9LSS•di',EES}3:Sti1R.et'tSS.FS$nt,rry5.p?xR iFj.N3 tEE:K..'I.,.^.,dLiNiY. l55 445-1 St,1ude Blvd, a?<E.,a aaLtE§Lre"`va4gfrestd tfi;tyePj nes xfLt.Pf;aft s5�s -� xtfwnzj cSEgz.ce}.Ss;r,,t,€.f,ttLMt u.�za"¢ry5if•d f.c:tncr.ia:l)rat. Fort Nerce,FL 34946 � Copyrlgtti'L"i�16A1RfloiT4csfas-kitt5_xyt.lambu lli,P.E.x.prndoEtim cith sdniwnan•.in ony[..t,„fspm6.brtad"it6aitl ifia written permas�n.?mmAtiea�&anst-Aat6a=_fl.temFallf,P.L li ' Job Truss Truss Type QtY Ply �Std PaC16511 EL D XSPVS6511 DX FL15 Floor 1 1 A0070644 Job Reference o 1] 1) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:51 2016 Page 1 ID:W?quLcRRe?Lf7Le98RjH4yHM91-g9mpjvxRABT?adlgxM8EFg6n6UuvQUX78AQ2QzyP WO2 2-1-4 , 2-0-0 , , 2-6-6 , 1.5x4 II 3x3= 1.5x4 II 1 2 3 3x3= 4 o W1 W n i 131 1 I 8 7 6 5 1.5x4 11 1.5x4 11 3x3= 3x3= 2-4-4 111 3 4 4 4 4 4 7-1-10 2-4-4 1-0-o 1 2-9-6 1 Plate Offsets(X,Y)— (1:Edge,0-0-121 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 'I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.05 5-6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.08 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/fP12007 Matrix-SH Weight:38 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 456/Mechanical 5 = 456/Mechanical Max Grav 8 = 456(LC 1) 5 = 456(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-512/0 BOT CHORD 7-8=0/512,6-7=0/512,5-6=0/512 WEBS 2-8=-623/0,3-5=-593/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I 7srst;-fLssf4{rx�:t;Ie!lee d4'@n_ER9SS!ir3ElE�'y E.Y9a['Et4S E N6fiWeS EE3PN(3Pn'I1:6g9'F,E"GU$'i'hirs.tfrd!!s€et;.^.fze'fis s*s iFft eis9n Gtis iRss[;97a:ra.ugrlM;eai"t:skna;;.'sia;a�:/lUtrf9!s gkellatpf sse R(fs:eE9is;se 9t!inII9 it�,fe4p YiEr4 tuei�pbf skf i{»�fm kt lC 9fhrsd It l.9s :gffgntl lf,gpo'4uprvu tl' ffafpiGPRxae nxmtp¢>;t hs>'aha.:!;FI! euf}�9ppi'.i'ar as hHfs lir.sifi€flFtwjkltd lgls{ratslfrsfa III L Ii f}a ns�' ,Ixtr}Rff4 s,svtes{a; r'4a9t110f}'T.TOmbO III,P.E. adfus.,?9s(Sfxa;Lin)u".r;n9d a!f(sk�anF,tS!eanr:a"..cf,Rtry!iltt9}fa�gar7+,fe6e x:txdsdr,^elS.semind as eugR_ad3n.r9!gpatldtlt;asi n}asH eaf It9.aFii'y ySmR}9,xhffmf Frdllruy 9sFC6z Gx,.Spff.eRr}p� _ #80083 ' {;adiagl...Ca1{EIItCft.la'ni9t7 tiI.RL1t}:�QCf12;fSJ:it54[{}'JI+F`ICISlt19F E.I�Ajtf^}R�zl i�bv'2St6 E1Ql[4I50."dd+tPlF Qgi:1 Ul I!1!IUI9d EFl;F:C!€jHIIIAl rt9ia{FUtS$f itSpiIIsiY�i:zP89 dfA9STt 69}RS9�FSv�St;triiSQ341G Eit:�"Q{1RS9 iifi,Y.R€!SS 4451 St.Lurie Blvd. c}fra9st&ued'aat�ia fdsgaef:;sfUaati3;E;tCpa9Rts rc,d!ti itfLsss0esi8fe}<exFA7(te lisle;:fsi;r.uY�ss:plem°rsaeerda;laxw;,S;"ugiirntdtsx:r9enl�f!ialFbt. _ Fart III..,F1 34946 fa ri U0-2316A-1 Fnu;;tusses-AmS;n I.l.do 111,1`1 it mduaion d1hisdommev,in an E,Fs;is raAibitrd.5haul Ibe Written e9missian i9amA-;leofTrusses-Ambc.,1.Tan ba III;P.E PY 4� Y f t' P P 'Y ' Job Truss Truss Type Qty PIY Std Pac/6511 EL D ' XSPVS6511DX FL16 Floor 1 1 A0070645 Jab Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:51 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-g9mpjvxRABT?adlgxM8EFg6nVUvpQTB78AQ2QzyPWO2 2-6-0 I 2-0-0 I 2-6-6 1.5x4 11 3x3= 1.5x4 11 1 2 3 3x3= 4 TA 7yVj' Ci V[ 2 m --\ 8 7 6 5 1.5x4 11 1.5x4 II 3x3= 3x3= 2-9-0 3-9-0 4-9-0 7-6-6 1-0-0 1-0-0 Plate Offsets(X,Y)— [1:Edcle 0-0-12) 2-9-0 2-9-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.05 5-6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:39 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8 = 481/0-5-8 (min.0-1-8) 5 = 481/Mechanical Max Grav 8 = 481(LC 1) 5 = 481(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-578/0 BOT CHORD 7-8=0/578,6-7=0/578,5-6=0/578 WEBS 2-8=-671/0,3-5=-669/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131" X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard . 6axq•fleas;�rrzarse!kx kt'Fl t"r."1['JSkTi S:IiJ'y tiA"!gdt ifW:6 tURSr'rJrS tEs.1Hi.P[i}Si5F9A".L?Eaf5,1't•rs,infi eesgt ga¢:eYe¢FseK uta;n Rs:rtss te17v Er,,iytlP%nd°e:zei,�i.ieaa wt..L'nsm Sieetktfwr esv,psu ti*vs�e st^3 d^.e Z0.¢€6 Yz"d:sc.>xp-szs he a'3f 6e IE-bfenizsr Tszs;r:q¢Eegl: 1e geisop si" ¢ Pz.r7TGRmrtur¢ p're;e LYpzh Iwgrsa tege pa srSfa he tss ge r'Cx sbylaL.ssv 7�eg■Grisrly;aesi lgtl,:uiss jr essugss.Iusgec.GsssYl r:7! �.an:.,D;trastnvayY.7dajb prr:a�.,r•:rs -e br c.eut a'.mrl,;rdusSs{NpA y>"ulusm vt aT,ae�a.n,bdE ury,er xAw i.r.qf ddo Tarrrert bef dd r i ss.af�agL—SsKs6rzgt,x�khcn .1Er¢oy—s4¢P Lise,esxsUlr� An , thany T.Tombo llf,P.E. ' SeE.rLap i;retc artk ¢a �csnds�rs <n prat esut a an xs s t i ,80083 g h7 1,s. zf:� a.,glrsr;drs;aq.nussfunerers�euedrRg��eipnsaR;efflsrWcsaere:a;a,cs,asaihzsrraLss:e:,y,R,rrnpz�;rE¢y<.vae;nae.,a.a�s.�ixs 4451St.LudeBlvd, .3eauv acAvei;e Cefi¢3zTerg�st&r?�E}a€ysti sir l i;tv Lnss 7atpte�...isWr ig¢g ssgai;,e T�.¢n gA ra&5tnes step!..Frg,d^r¢gN he9 a a,m a icedq IFFI. Fptt Pierce,FL 34946 Copyright C 2316A-1 AoofTsusset Aflikuy I.Tomball",P.E,iepzedmtiond1his domme,io ny ram,is psah:hi7ed+uhaat the»rice¢permiss,oc hem A-t toot trusses-Aolbenyl.Tombs III,IL Job Truss Truss Type Qty FIY-- �Std Pac/651 1 EL D A0070647; XSPVS651 I DIX FL18 GABLE 1 1 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:53 2016 Page 1 ID:W?quLcr?Re?LfzLeg8RiH4yHM91-dYuZ7bzhipjjpxvC3nAiKFBBNIdGulIPcUv9VsyPWOO 4x6 3 3IF 7r, 3� R 9 ln 3� 11 19 FF U L1 A LU 19 vii st.1 sti id, 9T1 STI .................. .......... ............... .................... ..................[i j- 24 25 23 26 22 27 21 28 20 19 29 18 30 17 31 16 32 15 33 14 34 13 1.5x4 if 1.5x4!I 1.5X4 11 1.5x4 it - 3x4= 1.5x4 3x4 i I 3x3 11 1.5x4 H2 3x3 i il 1.5x4 fit 1.5x4 11 0 7-100 3� 1:610 1101 7- 7-_111 7 111 3-101 1 7-11 11;1 t1l 1 1 �31 16 0-3-15 _4 10 LOADING(pso SPACING- 2-0-0 CS1. DEFIL. in (loc) Ildefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.25 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-R Weight:84 lb FT=O%F,O%E LUMBER- TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) 3)Provide adequate drainage to prevent water WEBS 2x4 SP No.3(fiat) poncling. Standard OTHERS 2x4 SP No.3(flat) 4)All plates are 3x6 MT20 unless otherwise indicated. BRACING- 5)Plates checked for a plus or minus 0 degree Uniform Loads(plf) TOP CHORD rotation about its center. Vert:13-24=-20,1-12=-230 Structural wood sheathing directly applied or 6-0-0 oc 6)Gable requires continuous bottom chord bearing. Concentrated Loads(lb) purlins, except end verticals. 7)Gable studs spaced at 1-4-0 oc. Vert:6=-2355 3=-226 9=-1446 35=-167 36=-320 BOTCHORD 8)This truss has been designed for a 10.0 psf bottom 37=-1446 38=-1445 chord live load nonconcurrent with any other live 12)Dead:Lumber lncrease=0.90,Plate Increase=0.90 Rigid ceiling directly applied or 10-0-0 oc bracing. loads. Pit.metal=0.90 REACTIONS.All bearings 13-3-4. 9);This truss has been designed for a live load of Uniform Loads(plo Vert:13-24=-20,1-12=-210 (lb)-Max Uplift 20.Opsf on the bottom chord in all areas where a 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) bottom chord and any other members. Vert:6=-1472 3=-141 9=-904 35=-104 36=-200 24,21,22 except 19=-856(LC 6), 10)Provide mechanical connection(by others) 37=-904 38=-903 18=-297(LC 6),20=-268(LC 6),17=-566(LC rs)of truss 6),16=-533(LC 6),15=-261(LC 6), to bearing plate capable of withstanding 100 lb uplift at 14=-520(LC 6) joint(s)24,21,22 except(jt=lb)19=856,18=297, Max Grav 20=268,17=566,16=533,15=261,14=520. All reactions 250 lb or less at joint(s) 11)Load case(s)2,12 has/have been modified. 13 except 24=366(LC 24),19=2044(LC 1), Building designer must review loads to verify that they 18=1000(LC 1),20=823(LC 1), are correct for the intended use of this truss. 21=606(LC 27),22=559(LC 26), 12)This truss has been designed for a moving 23=515(LC 25),17=1 651(LC 1),16=1 564(LC concentrated load of 200.01b live located at all mid 1),15=985(LC 1),14=1556(LC 1) panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. FORCES. (1b) 13)CAUTION,Do not erect truss backwards. Max.Comp./Max.Ten.-All forces 250(1b)or less except 14)Hanger(s)or other connection device(s)shall be when shown. provided sufficient to support concentrated load(s)188 WEBS lb down and 173 lb up at 0-4-12,254 lb down and 234 6-19=-2037/1743,7-18=-975/690, lb up at 2-4-12,360 lb down and 331 lb up at 4-4-12, 5-20=-802/602,4-21=-548/249, 2649 lb down and 2439 lb up at 5-7-9,1627 lb down 3-22=-476/189,2-23=-402/96, and 1498 lb up at 7-6-12,and 1627 lb down and 1498 8-17=-1624/1240,9-16=-1538/1171, lb up at 9-6-12,and 1626 lb down and 1497 lb up at 10-15=-957/636,11-14=-153111152 11-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. NOTES- 1)Wind:ASCE 7-10;Vult=1 70mph(3-second gust) LOAD CASE(S) Vasd=132mph;HVHZ;TCDL=5.Opsf-,BCDL=5.OpsP, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Standard (envelope)and C-C Exterior(2)zone;cantilever left and 1)Dead+Roof Live(balanced):Lumber Increase=11.00 right exposed;C-C for members and forces&MWFRS ,Plate Increase=1.00 for reactions shown;Lumber DOL=1.25 plate grip Uniform Loads(pig DOL=1.25 Vert:13-24=-20,1-12=-210 2) Truss designed for wind loads in the plane of the Concentrated Loads(lb) Vert:6�2649 3=-254 9=-1627 35=-188 36=-360 truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as 37=-11 627 38=-11 626 2)Dead+0.75 Roof Live(balanced):Lumber applicable,or consult qualified building designer as per Increase=1.00,Plate Increase=1.00 daws-1'fa rnnt-ilf"uO' t d*Alt T§Wi'lswqlpvlllt(fLk,,&(Dk'M"$fnT 4.CW.MLk�'W'i�$R�,Vk�. go' Anthony T.Tombo IT 1,P.E. 80083 tttv.ia',,,45t e fttW Vsj le,ti.1.4 1!&fornu.".If'i Ir I.S,)OF hfw it 61,h Wilogno1w,0 T".,ly'hoi ui-r ot !br.try,V4,00,".14"tes or t;Mrd 0 Ifif, 4451 St.1 ucip Blvd. copyrigbi Q 2015 A-]Roof Ifusses-AnIbuyLlomho If',,P.F.ieintdutfiond ISS dorDatint,in any fmtr'is forah."bilta ilbarrl the eilit.'en Femislion ho.A-I Roof Trusses-Arribarryl.1=4 III,P1 Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS651 I DX GE1 GABLE 1 1 A0070648 Job Reference(optJ ,at) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Ind6stries,Inc. Wed Oct 26 15:26:54 2016 Page I ID:W?quLcr?Re?Lf7Le98RjH4yHM91 -5kRxLI x—KT6raR4UOcUhxtTko7iyRdrKZr8fil IyPWO? 9-3-8 18-7-0 9-3-8 9-3-8 4x4 4.00 V2 6 5 4 9 ST5 10 2 STf i ST4 M. ST3 ST ---------------- ... ......................... ................. O L! .9 3x4 7::� 21 20 22 19 23 18 24 17 25 16 26 15 27 14 28 13 29 12 30 3x4� 5x6= I 18-7-0 18-7-0 Plate Offsets(X,Y)— [16:0-3-0,0-3-01 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 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 0.26 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 11 1 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-SH Weight:74 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Gable requires continuous bottom chord bearing.OTHERS 2x4 SP No.3 6)This truss has been designed for a 10.0 psf b offorn BRACING- chord live load nonconcurrent with any other live TOP CHORD loads. Structural wood sheathing directly applied or 6-0-0 oc 7)*This truss has been designed for a live load of purlins. 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 10-0-0 oc bracing. bottom chord and any other members. 8)Provide mechanical connection(by others)of truss MiTek recommends that Stabilizers and required to bearing plate capable of withstanding 100 lb uplift at cross bracing be installed during truss erection,in joint(s)1,11,17,18,19,15,14,13 except at=lb) accordance with Stabilizer 20=152,12=152. 9)This truss has been designed for a mo...., REACTIONS.All bearings 18-7-0. concentrated load of 200.01b live located at all mid (lb)-Max Horz panels and at all panel points along the Bottom Chord, 1= 64(LC 16) nonconcurrent with any other live loads. Max Uplift All uplift 100 lb or less at joint(s)1, 11,17,18,19,15,14,13 except LOAD CASE(S) 20=-152(LC 12),12=-152(LC 13) Standard Max Grav All reactions 250 lb or less at joint(s) 19,13 except 1=262(LC 33),1 1=262(LC 43),16=263(LC 38),17=266(LC 37), 18=276(LC 36),20=360(LC 23), 15=266(LC 39),14=276(LC 40), 12=360(LC 32) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-20=-1 99/270,10-12=-1 991270 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,-BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. ehZim-N.NWIwnti.st's, fif' inwu4b,Nesiag.f"Sqitlm'isiddAN VD.I!,ate IN L 01 Anftny T.Tombo 11,RE 4451 St,I e Blvd. Fort Pierce,FL 34946 hFMdocrion dihis domment in any fcm is prabibited Qla"i Its wriveft perels1knifem A-1 P'L Job Truss Truss Type Qty �Ply Std Pac/651 I EL D XSPVS651 1 DX FGE2 �GABLE I 1 � A0070649 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.rom Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:55 2016 Page I ID:W?quLcr?Re?Lf7Le98RjH4yHM91-Zw?JYH_yEQzR3E3bACCAQgHaD6J4M]ii3oOGZkyPWO_ 9-0-8 18-1-0 9-0-8 9-0-8 4x4 4.00 F1-2 6 4 3T c� .......... 2 ST5 ri 4 4 10 ST ST ST3 $T3 2 T ----------- i 11 'T U U 3x4 5:� 21 20 22 19 23 18 24 17 25 16 26 15 27 14 28 13 29 12 30 3x4 5X6 18-1-0 18-1-0 Plate Offsets(X,Y)— [16:0-3-0,0-3-01 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 11 n/a n/a BCDL 10.0 Code FBC20141FP12007 Matrix-SH Weight:72 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 7)*This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20'Opsf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at MiTek recommends that Stabilizers and required joint(s)1,11,17,18,19,15,14,13 except at=lb) cross bracing be installed during truss erection,in 20=138,12=138. accordance with Stabilizer Installation guide. I This truss has been designed for a moving concentrated load of 200.01b live located at all mid REACTIONS.All bearings 18-1-0. panels and at all panel points along the Bottom Chord, (lb)-Max Horz nonconcurrent with any other live loads. 1= 62(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1, LOAD CASE(S) 11,17,18,19,15,14,13 except Standard 20=-138(LC 12),12=-138(LC 13) Max Grav All reactions 250 lb or less at joint(s) 19,13 except 1=257(LC 33),11=257(LC 43),16=263(LC 38),17=267(LC 37), 18=274(LC 36),20=342(LC 34), 15=267(LC 39),14=274(LC 40), 12=342(LC 42) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. P.E. t—fmigql 4m 6,C-A mumm!'!6-3f,N 21W 6!Iva W�4qpb M 1H 1.111111flode NUDW affied—1 10w,1&,n.zMnm Anthony T.Tombo 1.1 80083 4451 it.Lucie BKd. Fort Pierce,EL 34946 Job Truss Truss Type QtY Ply �Std Pac/6511 EL D XSPVS651 I DIX GE3 GABLE I 1A0070650 Job Reference(oph onal) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s.Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:56 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-17ZHmd?a?k5ig0enkvjPyupkLVfi5[5slS8p5ByPWNz 10-1-8 20-3-01 10-1-8 10-1-8 4A 7 8 4.00 F1-2 6 5 10 4 $TP STI TP 2 §T4 12 $T 13 U U lu -9 6 3x4 26 25 27 24 28 23 29 22 30 21 31 20 32 19 18 17 �33 16 34 15 35 14 36 3x4 zz� 3x4 20-3-0 20-3-0 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:85 lb FT=0% LUMBER- I TOP CHORD 2x4 SP No.2 6)This truss has been designed for a 10.0 psf botton', BOT CHORD 2x4 SP No.2 chord live load nonr-oncurrent with any other live OTHERS 2x4 SP No.3 BRACING- loads. TOP CHORD 7)*This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 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 purlins. bottom chord and any other members. BOT CHORD 8)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 I at MiTek recommends that Stabilizers and required joint(s)1,13,21,22,23,24,19,17,16,15 except cross bracing be installed during truss erection,in (jt=lb)25=126,14=125. accordance with Stabilizer Installation auide. 9)This truss has been designed fora moving concentrated load of200.01b live located atall mid REACTIONS.All bearings 20-3-0. panels and at all panel points along the Bottom Chord,I (lb)-Max Horz - nonconcurrent with any other live loads. 1= 70(LC 12) Max Uplift All uplift 100 lb or less at joint(s)1, LOAD CASE(S) 13,21,22,23,24,19,17,16,15 Standard except 25=-126(LC 12),14=-125(LC 13) Max Grav All reactions 250 lb or less at joint(s) 24,15 except 1=252(LC 35),13=252(LC 47),20=262(LC 41),21=269(LC 40), 22=265(LC 39),23=273(LC 38), 25=328(LC 36),19=269(LC 42), 17=265(LC 43),16=273(LC 44), 14=328(LC 46) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult--1 70mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=11.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. Ath,,y T.Tombo IT,P.E. .4.ORD,r.;sl-q tts 0..,Wass" &,R1d,;,ftA'k W",a f—*idi L-!9,N VW DiW M sRjs,LWl11 1. mirtEDsa.nwa;'heb m 80083 tili'ai,14-.140ww, PJA&4is3A5eq;.9,�f,-s it's e,ad 4 lsiip,rai'N.V. 4451 St.Lucie Blvd. ilhalti I Fort Pierce,FL 34946 Rapodalion obblTdowt,in DRYf.0,is fw i lob Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX GE4 GABLE 1 1 A0070651 Job Reference(optional Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:56 2016 Page i ID:W?quLcr?Re?LfzLe98RjH4yHM91-17Zhmd?a?k51g0enkvjPyupk3Vfa51_slS8p5ByPW Nz 7-6-8 15-1-0 7-6-8 7-6-8 4x4= r 4.00 12 5 4 6 3 f 7 Ti i �..•,. T1 �� q 2 5T4 8 '• 57 zST2 � 0 3x4:: 17 16 18 15 19 14 20 13 21 12 22 11 23 10 24 3x4 j....._........ — 15-1-0 15-1-0 _..........__..................— — .......... --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-SH Weight:55 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 7)*This truss has been designed for a live load of OTHERS CHORD 2x4 SP No.2 20.0 sf on the bottom chord n all areas where a OTHERS 2x4 SP No.3 BRACING- rectangle le 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 6-0-0 oc 8)Provide mechanical connection(by others)of truss purlins. to bearing plate capable ofwithstanding 100 lb uplift at BOT CHORD joint(s)1,9,14,15,12,11 except Qt=lb)16=130, Rigid ceiling directly applied or 10-0-0 oc bracing. 10=129. 9)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation uide. nonconcurrent with any other live loads. REACTIONS.All bearings 15-1-0. (lb)-Max Horz LOAD CASE(S) 1= 51(LC 16) Standard Max Uplift All uplift 100 Ib or less at joint(s)1, 9,14,15,12,11 exceptl6=-130(LC 12),10=-129(LC 13) Max Grav All reactions 250 lb or less at joint(s) 15,11 except 1=254(LC 31),9=254(LC 39),13=259(LC 35),14=276(LC 34), 16=333(LC 32),12=276(LC 36), 10=333(LC 38) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,•BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ...... ........ 'k°x}Aeas Sssaii se reaftz#13-Qi TiQSiS,^SEtlz3"g Eaf9tE ft�BCQhET„tiS.tll-uF*y7e61':SKQM1:i36Ribt'Ms fr re sx s � h } ,:sat see€¢. erea,szC hra--.¢i1Ceax3 itSEtScsllrszflQ l.,kirsace Stee;Fe(eee asa.reeve eie s� enI4Q adr L-fr f.pet. ten'df.G1C:e to a3 et sties�+ ta-s„}ttEry.een s:eancrlt'Pr,,esea'sno;.r3...r tt pekase et+ryya ttteg:e;rxay.2tt[of srsarfi ayta Hnrez}uleSs6eFJrrgn£!e(rit.>ae£es+gsasixs}ca fa,.sr.ri ies,Nht61r za >rxrre..s�m ltai,sa:rei�Q-,Kar..*.e,ti.c Ks �„aPtev�s�,t,e:+� has�xitit4slG aeLe`°ra tttr3;r a x.ets;rEt.i.+sryadetstet�3°€sry5zts ra to :s,v�r�v3a}.,�.t�.stssc..sst:,.,s_tt�.s�:r:t, Antl;erY T.Tombo IE;,P,E. eti3a r rurc za��;tiasrrr ud>F„ a€a b,frr a�u ssy ts�eirarc ur.>,aau3sno �atr8 f:z�°s s xe,!° :=> au eacusn;�he:rsr1- r r,.a Y;x aD.xs „ 4 y80083 s, .e...a e,Ds a °raK�,+}t.aQ} sz,:at ie�.uJsv t�»+taa.arr°r¢es,,. r,:: :ray}Dn eitem t.ar �r:.s:ae r kPrmuir 4451 Sr.tucta Blvd. • Fort Peue,FL 34946 1D�YF1�`}1(4�d3�11jA-llP➢flfitSt4-ADIECEY I.IDID}(>iiy P.1,A°$�1D£tld�D C3lr�li li0(p@EPi,ID ODf r:Am/4pI0`J�1k8�i xAilCt11}iB HTiY,eapavmissiaa irnm A-lT+..Df 1FQnas-ADihrzrl.Ins,SD}p,p,E Job Truss Truss Type my Plv �Std Pac/6511 EL D XSPVS6511DX GE5 GABLE 1 1 A0070652 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s'Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:57 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-VJ74zzOCm1 D91YDzIcEeV5Mvsv_3gCD?X5tNddyPWNy 6-0-8 12-1-0 6-0-8 6-0-8 4x4= 4.00 12 4 1 _5 2 T w3 LI� T M16 a �j , STS di iSTZ IST2 I ' I h......,1 7 in. In nFl. 0 0 13 12 14 11 15 10 16 9 17 8 18 3x4: 3x4 --- ---- —..._.................._12-1._00......._ i.-- ------- _.—_._................................._. —----..__.._...._. _.._........--- —... ---s LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0,20 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Weight:41 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)*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 OTHERS 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 8)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 100 lb uplift at purlins. joint(s)1,7,10,11,9 except(jt=lb)12=121,8=121. BOT CHORD 9)This truss has been designed for a moving Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-1-0. LOAD CASE(S) (lb)-Max Horz Standard 1= 39(LC 12) Max Uplift All uplift 100 lb or less atjoint(s)1, 7,10,11,9 except 12=-121(LC 8), 8=-121(LC 9) Max Grav All reactions 250 lb or less atjoint(s) 11,9 except 1=250(LC 29),7=250(LC 35),10=272(LC 32),12=324(LC 30), 8=324(LC 34) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. tasx�Aanssrx�N ranax0a&!dss'BGi>it SE13fP:EiS'tdEf fL�SEtU�tip35E€id'€Y!tr1S[hN3�.wEtWE'6¢hti hEgt nesa'es�txt�ninsaas;rtss[:ata:rssnpStCk;plk'a 1t}estt iar,»l�ri Uh:!tieShnllt6ro nx Lteu s§nrxn A�a3 aa3a T�,aAr t!ikt.a .ar-ckEendSza 6afirteEt aattidna}rtenst`NcEE(r[ga .ueaiea u716Rrrerurosno:o{' rhs�dnssaal aei rer,•grs3i'.erS rx4[13g 3fitsiyltn3aepktat�C.tiDnhaln ifELia ksipnuas.lru°sr•act, ittt=3; Anthony T.TQntb41.:.RE. ud. d4niasstxur3�tya-reT na2utr t4 -ar Ff_wa--:eh rtz see,.aucCag,ntpe,hts as:rtt�f,5x�sa6•i:rdta erai.cw zs trn.ruyraa dd�tt Out crf acS4.td-e h.v:csyi..dn,a.,n:Cenabaui tre6ausx�i5t.at - E0033 3arn cspx...r.aslnenaCtt..as.-e,sdaattawai•'9axifi:rrz3ut cseg;e�avesmraSc+:E.�,a r iatt�ea'zr�m^e tanahnB ifrEetusir:e atuatetaac hrs�'•'A:ase.rt.St:vasJs msoas.u^:na.of t>§=st1':erna des .,tn„Eq srg xrat-roc;umasaw?F.Pt=Ss 4451 5t Lude Blvd. c *iat£nuda7cna`aiad�sab.trugl,d ra3as:aiait<4laiss3!sa�Egar. A78,e idq x'Jarsui.nist.roFcyc rslarrirrErt3•::ar6xadte:cs an�i.rlmtP@i' Fort Pierce,FL 34946 copydghl 0 2016 AA hollressEs Anl`ttyi.lcwto 111,P.E,Rtproduu:enat Eh sdotamert,is antF am is pm56ited ifico3 i6anrilEen ptrmini;abnmAi&nfiressm-AnE6a.fl.ta.6e114,P.E Job Truss Truss Type aty Ply Std Pac/6511 EL D XSPVS6511DX HC4 RAFTER 44 1 A0070653 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:57 2016 Page 1 ID:YwMtazYTmRGkHb8J—pTy?Kyn003-VJ74zzOCml D91YDzIcEeV5Mr4v19gDg?X5tNddyPWNy 2-9-5 2-9-5 2.83 F12 2 ICD T1 w r ti rl o F � 2-9-5 2-9-5 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.02 1-2 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.01 1-2 >999 240 BCLL 0.0 ' Rep Stress Ind YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MP Weight:4 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 93/Mechanical 2 = 93/Mechanical Max Horz 1 = 41(LC 8) Max Uplift 1 = -69(LC 8) 2 = -78(LC 8) Max Grav 1 = 93(LC 1) 2 = 93(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=160mph(3-second gust) Vasd=124mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft; Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(envelope) and C-C Exterior(2)zone;cantilever left and right 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 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. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. LOAD CASE(S) Standard ltulily-Flla;=tlerce:E¢rere»fle'LI C9�;iAL;S3;SrSS�5EN3fI r3.4f 641S01I1u9i('OS'CY'FL'GI'j:([k;d'EfCSkFli'fe:¢ie:tlrtesirl�e:tsn retudea'eserSis Less Ce!i3a Guxngif@;mltle leharr.rr:k!@,PEleh.,-nrtSbllelaze re.Cetlssaiarise cpelntte fl0,eelr '. IIR•sr�lGlri'd c�ICess<ti<4e'tet eelr;:e arrLl,sn:,�rly�rcf� i hrf-.n m ,m;lirciurs l�rceltmldn i� :i eryia r ea lw.wt!tldra<1�zdadi:rrn td�r tl ro ¢aentFFt c tr-r!m rF:,Lamrudrrcs.esml�try Anthony T.Tombo II[,P.E. nt rselth sta-sgtit3a l tl i I dSe Cale•,n prods# 13 @.ktfery0 7lel ddt lr @% tr 1 17r Ii'egm4a 61r1111"ll,"sl 9r.,MEWaT rN tl r.s,tdeary tael g.slnege,uslsl.H lA.9 sid 1l Itor!•az HlA d 6l3i 1(9rP dkL rli4l.11 All,ftsdedll9•.196 Wtlx irseiel.edg"i'lmsdtoeWhir^gt W.,tt el r Itifi{iG_alirl rCSun'dnn¢it it—s!df—filliemsfitmijos ilnes mtOiesdrelauNigv,T!vu[L.pSj—UErhsS Yvi[(lJRel.t[IHS ±80083 etlmm�tttxflro;aencn lgeldryn v r:%rx irr17>.txs unLat in fro s Ceen 6jlu is S Itle trltili Cesig;lr,crH.,.Mlx hdar t 7 k±ldtag.tdl:ryMdelt±ras ne a 7d!!9 z IIiL 4451 St.Lucie Blvd. • Fort Pierce,FL 34946 (opylig5tVY1116 A I Rcotlmssxc-ArahCryT.Telco ill,P.I.Rspmdudior of this Eeremeat;inany form,iipmhiliixli xishounhe wrinenpermissiarlrole A-I Raaifmsstt-ArihonyLTamho Ill;P.E. Job Truss Truss Type aty Ply Std Pac/6511 EL D XSPVS6511DX HA Diagonal Hip Girder 1 1 A0070654 Job Reference(optanal Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:58 2616 Page 1 ID:W?quLcf2Re?LfzLe98RjH4yHM91-zVhSBJ 1 gXLLOwinArf<mtl JvOfJLmZgw9lldw93yPWNx 2-9-14 2-9-14 3 2.83 F12 i 2 p T1 m o 1.5x4 II B1 1' 3x4= 10 4 9 I 2-9-14 2-9-14 LOADING(psi) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 .4-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 , 2 n/a n/a BCDL 10.0. Code FBC2014/TPI2007 Matrix-MP Weight:14 Ib FT=0% i LUMBER- TOP CHORD 2x4 SP No.2 5)Concentrated loads from layout are not present in BOT CHORD 2x4 SP No.2 Load Case(s):#101 1st Moving Load;#201 2nd OTHERS 2x4 SP No.3 Moving Load;#301 3rd Moving Load;#401 4th BRACING- Moving Load;#501 5th Moving Load. TOP CHORD 6)This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or 2-9-14 oc chord live load nonconcurrent with any other live purlins. loads. BOT CHORD 7)•This truss has been designed for a live load of Rigid ceiling directly applied or 10-0-0 oc bracing. 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. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 3 = 44/Mechanical joint(s)3,4 except Qt=lb)2=286. 2 = 264/0-5-9 (min.0-1-8) 10)This truss has been designed for a moving 4 = 10/Mechanical concentrated load of 250.OIb live located at all mid Max Horz panels and at all panel points along the Bottom Chord, 2 = 81(LC 23) nonconcurrent with any other-live loads. Max Uplift 11)Hanger(s)or other connection device(s)shall be 3 = 48(LC 8) provided sufficient to support concentrated load(s)81 2 = -286(LC 4) lb down and 54 lb up at 14-9,and 81 lb down and 54 4 = -6(LC 8) lb up at 14-9 on bottom chord. The design/selection Max Grav of such connection device(s)is the responsibility of 3 = 78(LC 18) others. 2 = 395(LC 17) 12)In the LOAD CASE(S)section,loads applied to the 4 = 272(LC 19) face of the truss are noted as front(F)or back(B). I 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Vert:1-3=-70,4-6=-20 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Concentrated Loads(lb) (envelope);cantilever left and right exposed;Lumber Vert:8=62(F=31,B=31) DOL=1.25 plate grip DOL=1.25 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)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable studs spaced at 2-0-0 oc. v,ag-n�;en«eslirr:eKr,:Auor:nnss;z rs(eauttasA�snines:nauass?ASAaa(tau�rfsar«nyeppa,-s«rr:a«rl�a,eererne:cr,y,crFxypne;a( lSyr(IFUR.ti(r..eashekde>ti¢:uie««.mer«elmmelau.eeh ddai. Rrp:dasadtaesihme'Ggaelcsttas.TrusR:six Eau{wsr:aeryfFsa-rn::�na�rmrq «(sus�epr�-a®y«t:suei«spa:e«grsgss:tu.rr-tsAasnmesey(srr,(y:u�i,rtooeriy.era«tnLr�tesr�n:.ox.(acm9.sd�eeusatr:ar AnthonyT.TornbolII,P.E. airs M; Bess h�a,ifd 1S pWxTry dba."h G'W'sAvh%eul5etal[egPn ,iaBz u«ed efA Ka,r� V4barlOfig"Itsinl 1.ifee"moi title NOu!jUl tlr r�es'¢dFCnyseuTul.;Ireye,usL"eeuesdhnu vt!ke ae«�nvadma( s80083 the Si ltclC siPera26Yeei Ae ds st rdurelaC nth!«Giusnl psda+esd>zlefyG^{atsl Ss41r la4icel�e;1(Sllaelt:hllrP.niSF:Acesele•ewei4:grasdpidsze TRI611 eslh:«siesx�mn mlhfiadH:h>s,Oti yxn,*sns 0•s p'sjeeveriluss@uvfi3eres,eden 44515t.Lurie Blvd. tk.hl ismi!.(uarxlig«drin!n snrce llM Pub,lns6ad Fort Pierce,FL 34946 Copyright-20164-1 RoofTsossn-Anhorrl.fambo ill,P.E.Rearodutlior.alibis dommam,in any farm,is probailed whioofthewrinen Permission from 4-I Raafimssas-Aathonyl.Tam.U i Job Truss Truss Type city Ply Std Pac/6511 EL D XSPVS6511 DX HJ2 Diagonal Hip Girder 1 1 A0070655 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:58 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-zVhS BJ 1 gXLLOwinArKmtl JvOfJLRZgw9lldw93yP WNx 3-0-0 3-0-0 3 2.83 F12 n 0 r 2 0 T1 m 1.5x411 B1 1 10 4 3x4= 9 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:15 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of CHORD 2x4 SP No.2 OTHERS 20.Opsf on the bottom chord in all areas where a BRACOTHERS 2x4 SP No.3 rectangle 3-6-0 tall b 2-0-0 wide will fit between the TOP CHORD bottom chord and any other members. Structural wood sheathing directly applied or 3-0-0 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 Ib uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)3,4 except Qt=lb)2=288. 8)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 250.01b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation guidi nonconcurrent with any other live loads. 9)Hanger(s)or other connection device(s)shall be REACTIONS. (lb/size) provided sufficient to support concentrated load(s)Si Ib down and 54 lb up at 1-4-9,and 81 lb down and 54 2 = 268/0-5-15 (min.0-1-8) Ib up at 1-4-9 on bottom chord. The design/selection 4 = 15/Mechanical of such connection device(s)is the responsibility of Max Horz others. 2 = 84(LC 4) 10)In the LOAD CASE(S)section,loads applied to the Max Uplift face of the truss are noted as front(F)or back(B). 3 = -52(LC 8) 2 = -288(LC 4) 4 = -6(LC 8) LOAD CASE(S) Max Grav Standard 3 = 78(LC 18) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 2 = 398(LC 17) Plate Increase=1.25 4 = 274(LC 19) Uniform Loads(plo Vert:1-3=-70,4-6=-20 FORCES. (lb) Concentrated Loads(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:8=62(F=31,B=31) when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf,BCDL=5.Opsf,- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)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. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. u.,�r-rim;:m�,yt¢«.�,rye's.im¢tnes55;sr!s;.¢naarxdsfi[nrnmess!asraujwr�`s:xvaat[nse;rrivat�ryz.:�np�,nrt„e:t,ev[.h,rvr.;:r,er:ce.y,n�.�y�oro;�,[iteamvrtr�[e�e.r.tree:ssse:eeaaeat.t�r,s�4.�:eraesmrere¢.rv[r ahtascamrtleies,xin:s= r sc-ecmrarreiratre:s¢::a[ey�:«ne,!reoerrrag�a n s�isas,,;IDcryrc«a atryrmednr[uzs ieaSv yr x weh,xs«:�.ei¢tsny�erm r}:exurat¢nevp«rtnr r«nss ys turr foas,san:aaar set-d ,i<:'ja"yi is n p u c.e.,e¢.ed:m earG truq¢. ,n9e«non ¢.neix txtxiui[ trz.r.neflad seoo«e ;fieia a.nrart tRr n ge,e,mr tb st ae¢errn,nsnf Anthony T.TomboIEI,RE. itesna ¢ =80083 r ;«ras[w+mrrracctas.vaan:r¢vrrgen«sedn:Bier,[[ezr.wrere:tse.�is2rir; ,.rrcn[s¢rrr.Etearr a pne�aer tr. >rd0:v:e.tnie�,e,nercsra,srn«eacne:etmt,as;u:: :r,:ass[:.nv�r,<«e�r.vssrR,zansar«.nixs 4451 St.Lucie Blvd. rnem:vrxatrv:aed«Ivsrriaepvkanaca.ntgsaxsnrvltia.teatraz¢ernsier;�Ist�rmsxireq¢esirvx,«u,s,.r,4x[eae+,e'«,sa;uag:liaaitdtrvaxa.nersdafieNm7lt Copyright 02016 Ad befTrssses-ArdnyL Tamea ill,A.E.Remodsaios of ibis documem,inany form,is proh;hiied wilhour;5e wrinen permission from A I lirdfrnsszs-Anthony 1.lames ill;P.E. Fort Pierce,FL 34940 Jab Truss �TDrivasgsType my Ply Std Pac/6511 T D6511 DX HJ3 a Hip Girder 1 1 A0070656 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:26:59 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RiF(lOf2S]FrsXsMMP1 H6aWRBOjeHl791_PMThWyPWNw 2-6-0 14-2-3 2-6-0 1-8-2 3 2.83 F12 I 2 T1 1.5x4 II B1 1 4 10 4 0• 3x4=9 4-2-3 4-2-3 I LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.04 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.06 4-8 >762 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MP Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift at OTHERS 2x4 SP No.3 BRACING- joint(s)4 except(jt=lb)3=103,2=300. I TOP CHORD 7)This truss has been designed for a moving I Structural wood sheathing directly applied or 4-2-3 oc concentrated load of 250.0Ib live located at all mid I panels and at all panel points along the Bottom Chord, BOT CHORD nonconcurrent with any other live loads. Rigid ceiling directly applied or 10-0-0 oc bracing. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)541 I MiTek recommends that Stabilizers and required lb down and 61 lb up at 4-1-7 on top chord,and 81 lb cross bracing be installed during truss erection,in down and 54 lb up at 1-4-9,and 81 lb down and 54 lb accordance with Stabilizer Installation uide. up at 1-4-9,and 265 lb down and 15 lb up at 4-1-7 on bottom chord. The design/selection of such REACTIONS. (lb/size) connection device(s)is the responsibility of others. 3 = 126/Mechanical 9)In the LOAD CASE(S)section,loads applied to the 2 = 30210-10-15 (min.0-1-8) face of the truss are noted as front(F)or back(B). 4 = 62/Mechanical Max Horz 2 = 101(LC 4) LOAD CASE(S) Max Uplift Standard 3 = -103(LC 8) 1)Dead+Roof Live(balanced):Lumber Increase=125 2 = -300(LC 4) ,Plate Increase=1.25 4 = -15(LC 8) Uniform Loads(plf) j Max Grav Vert:1-3=-70,4-6=-20 3 = 142(LC 16) Concentrated Loads(lb) 2 = 422(LC 17) Vert:3=-28(F)4=-22(F)8=62(F=31,B=31) 4 = 554(LC 19) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. I Rib)-flsc!flene5llirococo 4e'A I IgU nISS51,0 i?510H UYS I uts n Cis Ines as7M1edeii¢r1.rtit:©;rL ldsn:e 5)er.E!bit to[tled dluaisesMela Re RO,edf 1!!Tskrsemrrltles skil setae(fnYtiECphedi AseTmsbm:x Etlm!uti.e,SranEr Etpi.,0!!s(�a vTlddrerresuismsceryaedtit reekssl¢tl er5l¢erblrmEcmtvryH;dx lesywellhesityle fires:/crass ee li!Tbbulf,rdaTFIFl1.15!(<sin nsr¢j'tes,lathE rsdner,uarlddf�; Anthony T.Tornbo III,P.E. re(¢!(NiTam hremrtiES,!lslke......b:a'EdEa Ener,Es Oxurs aderue(gMnl£lkefagE:n.er,iale rerteddGtlN 9elx¢Ihtlrtlkil(it}rodt¢(RI1.Qe yl:rtd dlitfEOee(¢(fi!Nxst t!dein;s;hdefnEltd6e;slaq!,iub!'elnx et(hnas udllute¢!(enitErti el. s80083 ND11.1o!nyaatt.rider. 4451St.Lucie Blvd. eftnwls!iehrAln(esaretegedept¢mregk,cl rereesuub!r.Iht innPeC5t G7ixu lsE t11e 6T.I(ivREerl t,erLass Siaea 6rn>r armlAr llir;.All¢f0dbrl lima at MAW 01-1. J Fort Pierce,FL 34946 (opyiigh102016A4Rtr4husses-AarhaeyLTamba ill,P.E.Reinedudlonofthisdoromeal.inanyform,isprohibitedwidamrhewittenpermissionfromAIRealTrusses-Acrhoayt.TomhoIll;P.E. Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX HJ4 Diagonal Hip Girder 1 1 A0070657 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:26:59 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RiFgOf2SIfTsXsMMP1 H6aWRBOjhBl791_PMThWyPWNw 2-7-10 2-7-10 3 2.83 F12 0 2 �o T r; 1.5x4 11 B1 � 1 10 4 3x4= 9 2-7-10 271 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20141fP12007 Matrix-MP Weight:14 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 5)Concentrated loads from layout are not present in OTHERS CHORD 2x4 SP No.2 Load Case(s):#101 1st Moving Load;#201 2nd BRACOTHERS 2x4 SP No.3 MovingLoad;#301 3rd MovingLoad;#401 4th TOP CHORD Moving Load;#501 5th Moving Load. Structural wood sheathing directly applied or 2-7-10 oc 6)This truss has been designed for a 10.0 psf bottom purlins. chord live load nonconcurrent with any other live BOT CHORD loads. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) This truss has been designed for a live load of 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 uide. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss REACTIONS. (lb/size) to bearing plate capable of withstanding 100 lb uplift at 3 = 36/Mechanical joint(s)3,4 except(jt=lb)2=285. 4 = 6/Mechanical 10)This truss has been designed for a moving 2 = 26310-5-9 (min.0-1-8) concentrated load of 250.01b live located at all mid Max Horz panels and at all panel points along the Bottom Chord, 2 = 78(LC 23) nonconcurrent with any other live loads. Max Uplift 11)Hanger(s)or other connection device(s)shall be 3 = -42(LC 8) provided sufficient to support concentrated load(s)81 4 = -5(LC 8) Ib down and 52 lb up at 1-4-9,and 81 lb down and 52 2 = -285(LC 4) lb up at 1-4-9 on bottom chord. The design/selection Max Grav of such connection device(s)is the responsibility of 3 = 78(LC 18) others. 4 = 269(LC 19) 12)In the LOAD CASE(S)section,loads applied to the 2 = 392(LC 17) face of the truss are noted as front(F)or back(B). FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(Ib)or less except LOAD CASE(S) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Vert:1-3=-70,4-6=-20 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Concentrated Loads(lb) (envelope);cantilever left and right exposed;Lumber Vert:8=58(F=29,B=29) DOL=1.25 plate grip DOL=1.25 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 ANSIfTPI 1. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable studs spaced at 2-0-0 oc. 9[suq-Flxtlem;tlgrerk•su71 t9g;i1t14S;f!SJ;e[L921IEttqS6(DSU!II;lS(7SI04igCq]'n(Lk�S[ggeO:kT sxa ged'tt<+ip gs7�.hrs uEred uksutisfress Cesigr NcxiogllM„m9tlr lrpagi.ga-ta©;Ft.l��S'vsGetaiere.LdnraFmise sY.e/wRe @U,erlt Wirzuaxmrg4tes szlkr<dixtr'gEl! tf.firTrrssgmge 6gn;a¢e,yart76gn•r`fi ssl mq ID;rgremsmrergaiedngr iles�a s'grgmJZlqh•de(eugsett�srgkiur;hq,�uhelWedq,sren lgFl.lkle 7oenr s,txisq ushers,ritaaitlq - Anthony T.Tombo III,P.E. rxt•udtk7 ta+y tf17;7R grsi,lugdexOnn,hO.seis Ak dgss n•17fg0 a,!,ye�ernrrtK rtcnrixagtxir,t,irgr,( (igll Re egqnrl d.fir Ne o-E a(fi:IdrsedtleT�ss.odrriq F�dag s!uege,sesit!m fFn gstite 9e a<gaes s:lAgof - =80083' 6edr"CqU gmrst6trd Agulss.!rdnNalDCrdSequ�rzselgelnrlf l.ufg6Txeslk'hlrlSuae!cn{i(SIIgrlfi4selgl�ndSq(.le•rulnn.e(fxgwrdgrlrxeTFFll�isesftausgnsanrtnndk&sd2lieaPetiper,iusshe.grEgsereez(Iresslmhmupodsn - 44515t.0093 Blvd. rfler h: toed!a:renatrgrzKagesunfrg Yyvpmesmrhe(1!e[r Desn[¢gars isE Ieed lrirq grslanasrLar.Srdze.hq!mn ufrgl.Idisq.All rogndurd lsrssrnn de 11,1111. Fort Pierce,St.Lucie ci Blvd. (epyrightD2LI16A-I Rawl Trusses-Anthony 1.Took Ill,P.E.Remodurtianadthisdommaut,in any form,isprohihitedwilhout the Write n permission from A-1 Roof Trusses-Anthony T.Jamb HI;p.I. I I i 1 Job Truss Truss Type City Ply �'Std Pac/6511 EL D XSPVS6511DX HJ5 Diagonal Hip Girder 2 1 A0070658 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:00 2016 Page 1 ID:W?quLcORe?LLLe98RjH4yHM91-vupCb 1243ybj9?xYzloL7k-Jp7v01YZRD361EyyPWNv 3-11-0 15-4-14 7-0-2 3-11-0 1 1-5-14 1-7-4 4 1.5x4,�, Dead Load D 11.=1/8 in 2.83 F12 3 11 i c] 1 7 1 2 I 1.5x4 11 BI LA 1 I o. n 13 ; s n i n ; 3x4= 12 5 3x4= 7-0-2 7-0-2 I Plate Offsets(X,Y)- [2:0-2-11,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 6-10 >441 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.30 6-10 >275 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) -0.00• 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:30 lb FT=0% LUMBER- j TOP CHORD 2x4 SP No.2 2)This truss is not designed to support a ceiling and is BOT CHORD 2x4 SP No.2 not intended for use where aesthetics are a WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 consideration. BRACING- 3)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. Structural wood sheathing directly applied or 6-0-0 oc 4)Concentrated loads from layout are not present in St r Load Case(s):#101 1st Moving Load;#201 2nd BOT CHORD Moving Load;#301 3rd Moving Load;#401 4th Rigid ceiling directly applied or 9-2-0 oc bracing. Moving Load;#501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load. MiTek recommends that Stabilizers and required 5)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 cluide. loads. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 4 = -21/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = 41310-10-15 (min.0-1-8) bottom chord and any other members. 6 = 318/Mechanical 7)Refer to girder(s)for truss to truss connectigns. Max Horz 8)Provide mechanical connection(by others)of truss 2 = 186(LC 4) to bearing plate capable of withstanding 100 lb uplift at Max Uplift joint(s)except Ot=lb)4=108,2=447,6=305. 4 = 108(LC 25) 9)This truss has been designed for a moving 2 = -447(LC 4) concentrated load of 250.O1b live located at all mid 6 = -305(LC 8) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 4 = 51(LC 13) 10)Hanger(s)or other connection device(s)shall be 2 = 486(LC 18) provided sufficient to support concentrated load(s)126 6 = 443(LC 17) lb down and 121 lb up at 4-2-8,and 126 lb down and 121 lb up at 4-2-8 on top chord,and 81 lb down and FORCES. (lb) 54 lb up at 1.4-9,81 lb down and 54 lb up at 1-4-9, Max.Comp./Max.Ten.-All forces 250(lb)or less except and 23 lb down and 25 lb up at 4-2-8,and 23 lb down when shown. and 25 lb up at 4-2-8 on bottom chord. The TOP CHORD design/selection of such connection device(s)is the 2-11=-351/297,3-11=-298/303 responsibility of others. BOT CHORD 11)In the LOAD CASE(S)section,loads applied to the 2-12=-195/315,2-13=-380/325, face of the truss are noted as front(F)or back(B). 6-13=-380/325 WEBS 3-6=-411/480 LOAD CASE(S) Standard NOTES- 1)Dead+Roof Live(balanced):Lumber Increase=1.25 1)Wind:ASCE 7AO;Vult=170mph(3-second gust) Plate Increase=1.25 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Uniform Loads(plo h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS Vert:1-4=-70,5-8=-20 (envelope);cantilever left and right exposed;Lumber Concentrated Loads(lb) DOL=1.25 plate grip DOL=1.25 Vert:10=62(F=31,B=31)13=-14(F=-7,B=-7) r Wa¢ui-Flns±tleueSllrreek�Ge'31 r0:%R4SCSrld:i p tF&dAt IiIJI fi:uAmllEBi i75!OY'P,REP78IN@:7EQ6YfF('tao.irrrthip psx.M:ut tnl yes uds Iusthsi;:0rtxin8PQ m31fe ed4arL Irk m;t.F.idernu 5'ssc!telae na.Celecj ek¢caisetalef m @e iCQ,xli WT¢!as¢mriltla sadlS:¢uf!¢r iQCkl<sd:i.8sein!s Oas E¢gat¢srre,5lem8rf¢i1a:�?eds:al¢¢mii[e;n8muls ciac¢7ts¢¢dtleruh:si¢a¢I¢nprs:zuyr.:pra:6i*�r!Xel¢tip¢IGrc sngl¢iress fe}�s1 r3!i10Q¢dr,niu iril,rxecap�c*sa(.us,lain.{m(fiu:,seiizfii:tl!. Anthony T.Tornbo III,P.E. of rnde''¢:Tuss�ragki0a81s 6¢usr¢rsu:IrydtM Cxea,k�0.nfsunkrmet�,mu G:l iKot O:: x,n3¢ueleddr:!U4&elx¢i¢S¢lail7ad8is8¢¢d¢¢fnit.Reep¢addf5e lQQQt¢tfi¢IB::edBeinci,ivd gks¢tiry dacie,usl¢I ermmi Enae sadi lette¢¢gsnr Iiryd a80083 t 44515t.Lucie Blvd. otle!:rissiefesdtro:xrtcAnrrdernY nG'zq h,ri gales imNis.Is,Turn,aiu Gfbx¢isE_Ih¢IaKiogdfsrr e"TurSimbii¢sc duySi fbg A11.1 ad.1 ii!n4dn8 TN. Fort Pierre,FL 34946 (opyright'D 2i16 A I Rnnfimsrs-AmhacyL lom5a ill,P.L Reprodudioo dlhis dommenein any form,isp¢ohibilad ailhounhe mitten permission fromA-I Raarimsses-Aethonyl.lamhn'II,P.I. i Job FHJ5P ss Truss Type oty ]P7Jtb Pac/6511 EL D XSPVS6511DX Diagonal Hip Girder 2 A0070659 Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:00 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-vupCb-243ybj9?xYzloL7k_Jp7v01YYRD361 EyyPWNv 3-11-0 5 4-8 7-0-2 3-11-0 1-5-8 1-7-10 4 1.5x4-z�- ead Load IL=1/16 in 2.83 F12 {I� 3 lO 11 N_ h7 1 1 ~ 2 1.5x4 11 B1 1 13 6 12 5 3x4= 3x4= 0r2 11 7 0-2 0-2- 1 6-9-6 Plate Offsets(X,Y)— (2:0-2-11,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 6-10 >442 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.30 6-10 >276 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:30 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 2)This truss is not designed to support a ceiling and is WEBS 2x4 SP No.3 not intended for use where aesthetics are a OTHERS 2x4 SP No.3 consideration. BRACING- 3)Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. Structural wood sheathing directly applied or 6-0-0 oc 4)Concentrated loads from layout are not present in purlins. Load Case(s):#101 1st Moving Load;#201 2nd BOT CHORD Moving Load;#301 3rd Moving Load;#401 4th Rigid ceiling directly applied or 9-1-8 oc bracing. Moving Load;#501 5th Moving Load;#601 6th Moving Load;#701 7th Moving Load. MiTek recommends that Stabilizers and required 5)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. 6)'This truss has been designed for a live load of REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a 4 = -16/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the 6 = 313/Mechanical bottom chord and any other members. 2 = 413/0-6-8 (min.0-1-8) 7)Refer to girder(s)for truss to truss connections. Max Horz 8)Provide mechanical connection(by others)of truss Max Uplift 186(LC 25) to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=108,6=300,2=447. 4 = -108(LC 25) 9)This truss has been designed for a moving 6 = -300(LC 8) concentrated load of 250.01b live located at all mid 2 = -447(LC 4) panels and at all panel points along the Bottom Chord, Max Grav nonconcurrent with any other live loads. 4 = 50(LC 13) 10)Hanger(s)or other connection device(s)shall be 6 = 441(LC 17) provided sufficient to support 2 = 486(LC 18) Ito down and 121 lb up at 4-2-8,and 126 lbIdown 6 and 121 lb up at 4-2-8 on top chord,and 81 lb down and FORCES. (lb) 54 lb up at 1-4-9,81 lb down and 54 lb up at 1-4-9, Max.Comp./Max.Ten.-All forces 250(lb)or less except and 23 Ib down and 25 lb up at 4-2-8,and 23 lb down when shown. and 25 Ib up at 4-2-8 on bottom chord. The TOP CHORD design/selection of such connection device(s)is the 2-11=-354/301,3-11=-302/307 responsibility of others. BOT CHORD 11)In the LOAD CASE(S)section,loads applied to the 2-12=-195/315,2-13=-384/329, face of the truss are noted as front(F)or back(B). 6-13=-384/329 WEBS 3-6=-412/481 LOAD CASE(S) Standard NOTES- 1)Dead+Roof Live(balanced):Lumber Increase=1.25 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=125 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Uniform Loads(plf) h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS Vert:1-4=-70,5-8=-20 (envelope);cantilever left and right exposed;Lumber Concentrated Loads(lb) DOL=1.25 plate grip DOL=1.25 Vert:10=62(F=31,B=31)13=-14(F=-7,B=-7) Wi�urFlr.tluct{4ltrnza€te'A1Ig;:71LSS3!5^t3?,iE&3AE E[L416(i11CIRCtli CASI00i FCf1`j.(AA';fiiFP�Y:kT'fa:¢rrsih€&ip ray^¢lu¢reE red w's¢a¢?esi:a¢Cesi;aCrtxiag(IR;;asf IteInla�(.raztt 19:Pf.le�.;n;a 5'sa!Eeia:eas.Celen s3tnise tYel n Ce(L9,edt fGT¢kt�¢kt�'e[tssxil set=E4 Ue ZIIWkett As airassatsre Grassi tire.aty Gg B sl aaxii t6"v rcrraatis¢tactt'1Ytd(ir{d t I giaeti agtu,a:iEula h•txim,�ti me no9h it €pl^E h.l gedt,tat¢lFll rat qa y-s leaurud t IaE'.nr st€astd Cx,rnsh•wryttV`,Est IE rttpaa:hroal e.trs,r:et�¢¢aaaetda rral�ivago¢ nmt tt<Imulw uL dt l� Ix[i.uiyta €rP�€rte Fla,ol a[�atgnaaaar eels ¢t ntr,rs.rsarcyr am.l E sr n eat ut s. rt „1,[,1 Anthony T.80083 ma an ntss Tombo III,P.E. ' 80083 ntraar�gt pH¢:[a anG in t�ranre T—hifp tlxtt tr[ Isttlr d w.ttsg/Er i gbMiq-itinea.da g,r6r ine inla tas trze I senikh6dM1 n:�rs,¢:ne., o,«a eia¢a .d t.alt:t 4451 St.Lucie Blvd. attntnrufindErv[aatrmtgeWetet!t w.itre Et r:l gatiea ine,ii 1p¢h;s Denu Grse¢rs[tH re�ilit;gesxw res,.r:tea hlaz aatq GiEia}.Ali set€�etl�sa•s ntrsdzfind�mRll (apyrighislQl6AdAAuafTmsrs-AnIhocyLhinho Ill,P.F.Rearodudiono8hisdotemeol•in any him,isprohihiledwiihouuhemittenpermissionGemA-lieoilross=s-Anihaoyi.Tomhoill;P.E Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX HR Diagonal Hip Girder 9 1 A0070660 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@albuss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:01 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-O4NapK3jgGjan9WIXSJafxXWSW IGmyFbSjramOyPWNu -1-10-10 4-5-11 8-7-1 -10 4 1-10 4-5-11 4-2-3 4 2.83 ri2 12 3x4= 3 1 W 1 21 2 1 1.5x4 II BlLj 14 7 15 16 6 13 1.5x4 11 3x4=5 3x4= 0(1-9 4-5-11 8-7-14 0 -9 4-5-2 4-2-3 Plate Offsets(X,Y)— [6:0-3-8,0-1-81 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.10 6-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP I Weight:39 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 NOTES- BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) WEBS 2x4 SP No.3 LOAD CAS I(S) OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Standard h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS BRACING- (envelope);cantilever left and right exposed;Lumber 1)Dead+Roof Live(balanced):Lumber Increase=1.25 TOP CHORD 25 Plate Increase=1.25 DOL=1 grip late 25 p gp . Structural wood sheathing directly applied or 5-11-8 oc DOL=1. Uniform Loads(plo 2)This truss is not designed to support a ceiling and is puriins. Vert:1 4=-70,5-9=-20 not intended for use where aesthetics are a BOT CHORD � Concentrated Loads(lb) Rigid ceiling directly applied or7-1-0 oc bracing. consideration. Vert:7=-1#(F=-7,B=-7)11=62(F=31,B=31) 3)Plates checked for a plus or minus 0 degree � i MiTek recommends that Stabilizers and required rotation about its center. 12=-55(F 28,B=-28)16=-41(F=-21,B=-21) cross bracing be installed during truss erection,in 4)Concentrated loads from layout are not present in accordance with Stabilizer Installation guide. Load Case(s):#101 1st Moving Load;#201 2nd Moving Load;#301 3rd Moving Load;#401 4th REACTIONS. (lb/size) Moving Load;#501 5th Moving Load;#601 6th 4 = 152/Mechanical Moving Load;#701 7th Moving Load;#801 8th 6 = 301/Mechanical Moving Load;#901 9th Moving Load. 2 = 501/0-5-9 (min.0-1-8) 5)This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live 2 = 166(LC 4) loads. Max Uplift 6)'This truss has been designed for a live load of 4 = -127(LC 4) 20.Opsf on the bottom chord in all areas where a 6 = -163(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 2 = -433(LC 4) bottom chord and any other members. Max Grav 7)Refer to girder(s)for truss to truss connections. 4 = 152(LC 1) 8)Provide mechanical connection(by others)of truss 6 = 410(LC 18) to bearing plate capable of withstanding 100 lb uplift at 2 = 527 LC 19 joint(s)except at=lb)4=127,6=163,2=433. 9)This truss has been designed for a moving FORCES. (lb) concentrated load of 250.01b live located at all mid Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord, when shown. nonconcurrent with any other live loads. TOP CHORD 10)Hanger(s)or other connection device(s)shall be 2-3=-944/608 provided sufficient to support concentrated load(s)89 BOT CHORD lb down and 84 lb up at 4-2-8,89 lb down and 84 lb 1 2-13=-204/332,2-14=-680/912, up at 4-2-8,and 28 lb down and 102 lb up at 7-0-7,1 7-14=-680/912,7-15=-6801912, and 28 lb down and 102 lb up at 7-0-7 on top chord,) 15-16=-680/912,6-16=-680/912 and 81 lb down and 54 Ib up at 1-4-9,81 lb down and WEBS 54 lb up at 1-4-9,23 lb down and 25 lb up at 4-2-8, 3-7=0/330,3-6=-944/704 23 lb down and 25 lb up at 4-2-8,and 21 lb down and 9 lb up at 7-0-7,and 21 lb down and 9 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). aezny flen!BUFeSllrnrkrte!'Ll tg;r I145SE5(SFLrA�S[t3AlR'Llf6[OSgIfF;7i(Qf[OY{'r6rT}AfC1:6r[k1t rt-redp ie}ip yns}hF}Fef¢Fl ede}utis rrtsete!i;ECinigPd:)vdl4lF@Fart[izlF®,rf.l}ti1rr'E7W!teice.L Ceks!Clmlrz Fs9ela Ye lfO,eely W}T}Yf3sx9te lltl[f}1[in;ESNti''�t'tCbrf ld[A}tTlf}SOeS',R Eery}5�1[,BilJF87'[F;13`?tp 8!fYl el�iUv«rR'.f3h0FC,Ep Idpi rl4k}fllFil tejl34}dj}tlpslll:t:IrrR it/IWpeiGt S4311 LE,h]^.Cdpl1•Ial ell/,lFkl trFl.�A[SI;E eaII0 6<IRL¢i rsrt:llFSRdlBuar Anthony T.Tombo Ell,P.E. FuEEeln..u�, �rEut 1aEeapE}w:uryaao.ER,eEc.e}aaFmFeFyx}}n:r�r�o a, a. n}afn}uetEl7Quw�t auryFe srr.L[vEp;e,olonemo eE}filrn}nnEr,:,:�a}r�luEryn:erE.rEn}}a� AE Sszpe }}.pnrEuy}[ s80083 ' lie 8i1f;0!sgSEr![}FkEerr.AgeefEs stleElrtlL•16G nftte pFAire}ed y�i:inss e(!c EoPSer 6c.�eelSu!dr l4e}zetix;l6QrdE!:�l lr Rl nlSS'AueidneF:et Wrr=asd pei!}xe.lFll itfiEs@eresrFeu:ilitie!eelk6<}EIIr6rf}OexpEa;LessN:igE 6;settnl lnss4 ;lnn,edes!'. 4451 St.Lucie Blvd. Mn:rin l!FsllyA[aetroDyredepEh ni r51r s7prttx}IF}dl!d.l'a}rn}iDe}!a DAsv}I}4gree E!tlivq 0e!pxl,erinr,R:tex Gpae!e!nth!(ia}All<rytldde}lt�x}ulnd�}}ls R4L Fort Pierce,FL 34946 (apyright92016 Ad RaalTmsses-Anthocyf.Tampa Ill,P.E.Raaadaaian al l6isdommem,inanyfarm,is prohihi!ad whhounhe rcrfienpernissiaar}emA-I Yaofimsss-kfhonyf.Taa)a i Job Truss Truss Type dry Ply Std Pac/6511 EL D XSPVS6511DX J3 Jack-Open 1 1 A0070661 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:02 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-sHwzOg4LbarROJ5x4AgpC93jtwiCVUvkgNbBlgyPW Nt 14 -0 3-0-0 1-4-0 3-0-0 3 4.00 12 N 2 T1 0 1.5x4 11 B1 `-1 1 4' 10 4 t93x4= 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 4-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2BOT 5)Refer to girder(s)for truss to truss connections. OTHERS CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss OTHERS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING-TOP CHORD joint(s)3,4 except(jt=lb)2=187.Structural wood sheathing directly applied or 3-0-0 oc 7)This truss has been designed for a moving concentrated load of 250.O1b live located at all mid ROT CHORD purT panels and at all panel points along the Bottom Chord,Rigid ceiling directly applied or 10-0-0 oc bracing. nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizerinstallation uide. Standard REACTIONS. (lb/size) 3 = 76/Mechanical 2 = 247/0-8-0 (min.0-1-8) 4 = 35/Mechanical Max Horz 2 = 102(LC 8) Max Uplift 3 = -58(LC 12) 2 = -187(LC 8) 4 = -2(LC 12) Max Grav 3 = 76(LC 1) 2 = 373(LC 21) 4 = 278(LC 23) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 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. F4zi,g-flmu h,ngkllmreaW11 I0;F7LS'3(Sflla 031It:US6G15e106lS(SISiOY{-w1`Y):1E78[f[611;YT•tr'¢Ina{r,:�s. fliT.Fsozemr Fear s4llkesH b*eewke tt ls,Tmsaeshlia{�,.lemhfglx�4 he sal sa any@irgrt-uls®saq ,asn,smt I glaertmgrmP �h`:rybr Sclm;,eihz sage Trr.,selsefr:teCedl,uta 1141.❑el<spnur.¢rms,lwi¢Im 15 s fr7ttll Anthony T.Tombo III,P.E. ul nesf n anubrcl taLt.is h / lgddtt Ona,ne0.nsrsonferuel qdun:kdivg a;sge,nfte ma�ea6,et,6,ITalix bst 5u97ie1 mle mllWl Re eRna+'Ge laemt mlfield II T ,od,Cngtuelbp,amgp4sl almmiF s1d1 @en{,r<ndald' -80083 IS U11.1 Mi-m i5-dr 11 dns,.saah!IN.1t,jr,oh"11"elbadsa loCtq 4-flsmt scary M'.6nHB9 p1bl't 1!1"ns SSn rs lefn.ib,f-s!mime.141iefin'fi,'stns�lces.16tudlblonP!s., T, L:.gsEquer ai lmm6'a,hdna,W. sflrxn:sk"dIs rxrW';'.tgm xnrq 11.1 pna¢s a"NA Ile trse sm[,gaa Is ER 0,{a:lsigh0..,,Tr 51ft Gpsn 9ny 1rliq Amiddi:ej nres snrz Ediu!xllbl. 4451 St.Lucie Blvd. Copysight®Y416Ad RadTmsses-Aahnny T.Iambs 111,R.I,Reptodunian dthis dammenein ony form,is prohi0ited withoutthe wtinen permission from Ad Rod Trusses-Anihonyl.Tomb Ill;R.E. Fort Pierce,FL 34946 Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511 DX J4 Jack-Open 7 1 A0070662 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:02 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yH M91-sHwzOg4LbarROJ5x4AgpC93jUwhXVTlkgNbBlgyP WNt 4-0-0 4-0-0 ' 3 j 1.5x 4.00 F12 i T1 W1 2 1.5x411 B1 i - 1 10 4 A , 9 2x4 1.5x4 II = 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) it/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.04 4-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 4-8 >779 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:18 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)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)4 except QC=1b)2=197. OTHERS 2x4 SP No.3 7)This truss has been designed for a moving BRACING- concentrated load of 250.OIb live located at all mid TOP CHORD panels and at all panel points along the Bottom Chord, Structural wood sheathing directly applied or 4-0-0 oc i nonconcurrent with any other live loads. purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) Mil recommends that Stabilizers and required Standard cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 283/0-8-0 (min.0-1-8) 4 = 157/Mechanical Max Horz 2 = 120(LC 8) Max Uplift 2 = -197(LC 8) 4 = -85(LC 12) Max Grav 2 = 393(LC 21) 4 = 339(LC 23) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ..... .....- 6a-s;.fl?tsskrz;eN;rcHrtte'4lta R9SvTiSFllR'yfiFS4SCiEt41FN�E:r16:ESii:b{':`3!Ei'IFCS5�h'.i.4E4"51'h!c,inhln'n pzez!tuci ref esinal>t;an 0111a.niif[tOC>;es11#elt8cs*i.iir;»C.',rt.rs!n!elf 3leelEtiue nm�2 rsn estilextz r4Ti,ueh W':tltemd.pi.M,ltr'gf.rxlti bit tfi3 tT itd Et;httl�t,E;dCEtt;R�nH(�311tYNP6(I(kQrf$PST.w@ktFp�'ui i�P pE'1!iltllffl£tf11;'ffflly:i!t'{fp(MftIPiF ti4f�3I lFT'�t!!BtQ{IDC4Ir;it(41IrE I.�tIf1,I;titSY3j0 rT�t;x1[uhEf4l,ri; Anthony T.Tornbo ITT,P.E. rd ne+tlltG,tttxtrr3rSfalts yng:F ,',+d da0¢v.dtC.eusefx d;e�«mE-E-g3nyac,ic 6u atutx@:r[,?eat e.h,elb;lizgsv.eadif4C RegfreMuiSel;9 ae eh(`ieNs rd..e tt:ri:dsys �sk;.,S.trl:sru sd?+ee{sidkrarrsau!di,t3 g80083 ' 141exq°Ll;*.rea![se4w'<r.37uEs seniaCt PDufh%{rxtattxd;hues+ne t:�Y (a ars'Sa';h4a5x t€Srflre�.i{,A1sl SttA veieF.lttt!dfn Er«^1I lto;tr9;#raes3e enpla.�:asn{la:sFtaL ss,ecPtr,frost Cgn7 ttp�1¢lTmsK iaTaiv,athss 4451 St.Lucie Blvd. rleteinittattCtfCa,,td;meHgetgsl:YP;EIei'{nhtstniti 7eless7sip Frybtxi.5�i is Pr_t.¢y.tsEyt;3t.Taa.tst.ou5irtn sl¢ile t�cp,Aagdr:atln�csmr.d.`n/hlPEd. Fort Pierce,FL 34946 U rih`t02JIb A-t Roollfcsses-AnikaY 1.Tomb III,P.E.ie raduUienoflhisdocomfrtr.in as tam;is m5i6iEed.i76ee116s ariitea ermisszae Som A-T R.aeflrosses-Amheo 1.7eh+e11L P.E PY a= I Job Truss Truss Type Qty Ply �J.bRpefe�rence EL D XSPVS6511 DX AG Half Hip Girder 1 1 A0070663 ional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:03 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KTULE05zLtzlOTg7etL2kMcmcKyDEx9uv1 KhgHyPWNs 1 4-0 3-0-0 4-0-0 1 4-0 3-0-0 1-00 3 43x4= 4.00 F12 T2 W1 2 T1 i 1.5x4 II 131 1 11 12 5 2x410 5x10 MT20HSI] = 3-0-0 4-0-0 1_0_0 Plate Offsets(X,Y)- [2:0-0-2 Edge) [3:0-2-0 0-2-13j [4:Edge 0-1-8j [5'0-3-8 Edge) 3-0-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.04 5-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.05 5-9 >854 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MR Weight:17 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)'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 WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and an other members. BRACING-TOP CHORD 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss Structural wood sheathing directly applied or 4-0-0 oc puriins, except end verticals. to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)except(jt=lb)5=141,2=220. Rigid ceiling directly applied or 10-0-0 oc bracing. 9)This truss has been designed for a moving concentrated load of 250.01b live located at all mid MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord, cross bracing be installed during truss erection,in nonconcurrent with any other live loads. accordance with Stabilizer Installation uide. 1 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 REACTIONS. (lb/size) Ib down and 166 lb up at 3-0-0 on top chord,and 531 5 = 234/Mechanical Ib down and 35 lb up at 3-0-0 on bottom chord. The 2 = 305/0-8-0 (min.0-1-8) design/selection of such connection device(s)is the Max Horz responsibility of others. 2 = 103(LC 4) 11)In the LOAD CASE(S)section,loads applied to the Max Uplift face of the truss are noted as front(F)or back(B). 5 = -141(LC 8) 2 = -220(LC 4) Max Grav LOAD CASE(S) 5 = 873(LC 19) Standard 2 = 545(LC 17) 1)Dead+Roof Live(balanced):Lumber Increase=1-25 Plate Increase=125 FORCES. (lb) Uniform Loads(plo Max.Comp./Max.Ten.-All forces 250(lb)or less except Vert:1-3=-70,3-4=-70,5-7=-20 when shown. Concentrated Loads(lb) TOP CHORD Vert:3=-59(F)12=-39(F) 2-3=-480/84,3-4=-472/94 BOT CHORD 2-10=-35/261,2-11=-94/472, 11-12=-94/472,5-12=-94/472 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,,BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=1.25 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0i[3tr•rItR3•�[N,T-lritritYlit1-Il-J.'�rLY>:>i SEUQ(.r'B�3[!(tlif I(DY+r(fJQ([%Tf'!1_;`!6�ji5#��:'i$yi11•Frt6,t[Ert/rvF rfifM4tSGS itf{F:W,ttt'[i�RSS IKtitRR?tlt((I�F�L51 FE.5 itld4!�.!IP}4Q,r:.ItratitF SlEd1t(til H!.QP45:CFISSt Ctl p.'4.tlK0 t4i;tFtagr'S>,rF t�•;Clntl{«blC_nn+n';irnC'ts3lr;r�aEeq:Een,tt,!le63lry rnF:v a �tE rrl&h:t3n+ •p«Ge eut"tt Gssl t:;ealr .yas•:K(to fxeF tiG'6lsta,>ftLmtt'FrMsaCtl3�rE¢;¢1t!IFFI.ilrGs ess:yta„b.as«sn s3kiep _ Anthony T.Tombo II' P.E. rdae>'Ctir i taw ti;rrlx.aeR:n. d C.n!iru�niRlG ant L,Gxp t E:,nrxt nE tl11r,3t «xn I><dl:�ep!aaza 5u.laEnitG,a>?arr,�«i ur stu!riot i, ,.y setgs,G<Itr,,,E, her: tssns.r;e4ts ,:ute± , t 80083 •dtt-ti4j- 'NearftWGfk t1 L.1S Fd(Ag4tt PJ¢E(ll(iZilyLfr'trtSt la�l�rlSpl3YaF-'}(D±GfSu9VASISIjittLiYNtESS..laff$ttttLSMlF9t•4I;3iI T.rr9�li!RFf:kfltij:Os:,.4tP.tliJ.fflRFr'i35 iEft4t.rfJ[fPE£3 Gr•4t¢:rRit i'.T-dGGf(Y,WIISS kitsitla:C.E.fi,e',T'�2�d{5{tEES+:Y:".AJEtIGFa'!'it YiGtl,Sltl.SS fit�trt}'1Sd I:1�ftLsF.IDj.tYStv,ti riti5:i5F.RtFyRta_;it Gip�tr,l;pjd ittl R!65tftis{:�F•SRIIEI, 44S1 5k.Luc'e Blvd. Fart Pierce,FL 34946 [epyrigbt�i8lb A-1 RraRiasses-Anl!!eay 1,lrmta lll,P.E.Repmdatt;anof lbisdomaenit in anyf;,„;is pmbibited.ilhaallhewritten permissirrfi=A-t kaallrsso-Arlhanyl,laeball(11 Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511 DX J5 Jack-Open 2 1 A0070664 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:03 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-KTULE05zLtzlOTg7etL2kMcILKtLEx9uv1 KhgHyPWNs 14-0 5-0-0 l 4-0 5-0-0 I 3 � I 4.00 F12 i to N T1 2 .5x4 11 81 �. 10 4 e• e• 9 3x4= 5-0-0 I 5-0-0 I Plate Offsets(X,Y)— [2:0-1-2,0-0-0) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) it/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.15 4-8 >388 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.15 4-8 >406 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:19 lb FT=0%, LUMBER- TOP CHORD 2x4 SP No.2 4) 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 OTHERS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the BRACING-TOP CHORD bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. Structural wood sheathing directly applied or 2-2-0 cc 6)Provide mechanical connection(by others)of truss purlins. to bearing plate capable of withstanding 100 lb uplift at BOTCHORD Rigid g directly applied or 8-5 4 cc bracing. joint(s)4 except(jt=lb)3=125,2=316. j 7)This truss has been designed for a moving MiTek recommends that Stabilizers and required concentrated load of 250.O1b live located at all mid cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord, accordance with Stabilizer Installation ouide. nonconcurrent with any other live loads. REACTIONS. (lb/size) 3 = 143/Mechanical LOAD CASE(S) 2 = 328/0-8-0 (min.0-1-8) Standard 4 = 66/Mechanical Max Horz 2 = 143(LC 8) Max Uplift 3 = -125(LC 8) 2 = -316(LC 8) 4 = -85(LC 8) Max Grav 3 = 143(LC 1) 2 = 419(LC 21) 4 = 302(LC 23) 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=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I Want-Flme Bnq!¢mn+lie'1-116�k1E5S3(SE'�Ei;n[C3A(kE4kf 6(O%OiflilS(7SiO4t{r�T:C;20:1:93?Elnw'4'il•rara kriff e;ip ps W q-4 rt l m4!n C.s rnu Ce!ipe0t[xi,3QR;xdfle lr6nJr.f9xkt m,r�.rd�,t,sitr.eaa•t w. .its,extt+i:tn�<e.,et re¢tFi! ' Uiletcaihrtleless'ailkeseEis2z;CCnletd;Llt.Tn!s0es.Behr®!e(il,`ieotL7iFrn4tl:!sinmpT6«przxtl!®orttandut{nhnn,lags!,t.ytc�:aaght;ke(toptkcecit{rep:r,txnretooed1.ntatru.rset<npe;usgzstc�ntet�dektt!,:��t.ry Anthony T.Tombo III,P.E. utaeel sx.Lns lmmttiL"ae ls8etuitd:IvydM Cnw,PaRnds o:dtrl:dge9u nelsit[eg Raau,ndx ugetl stsisnc&t lint lk loslbiillvytrM a/RIA.rlzep:s,ds!fethRue mffielirtdtle luu;kdtCntkneTwy llatte,nstaAtliaal Feupsisl reCe tnrmiiAM4 s,80083 Ike r,7fayC!upxui(t�arin ARtdesvttAnli•IDC n/Yx raAm,elgne:fnts tlts It Ss(e^p+slSa!e¢I i�etiav�fmrelE:te/4rr71 n9SBLl reidnnul h•pasd pilme.lFlkifiieesH[rtsrns:3Tiies nl htietdlikess0•s�e;r,T1615 L�!IpS�:FIR[tilR{!Ntuhdne!;ulei! 4451 S.Lucie Blvd. t�lnwiss kraedtpsranoaspzbgn!s sriiYn irripsties WdssA iha rnn Resntagnzst is E�isltrn:tlie3 Desyad,aLvr<rsna hdL?snu'ssrbllmg.:il mpadnrs'wssmaddins`aT41. Fort Pierce,FL 34946 CoWght0206 A4 RoafTsasses-Amhoay I.Tomb.111,P.E.Repaurtian of this donment,in any form,is proh;6ited whhoutthenitten permission tram A-I RodInisses Anthony T.Tam aIII;P.I. i Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511DX J5A Jack-Open 2 1 A0070665 Job Reference (optional Al Roof Trusses,Fort Pierce,FL 34946,design@a1[russ.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:04 2016 Page 1 ID:W?quLer?Re?LfzLe98RjH4yHM91-of2jRM5b6B59edFJCbsHHa9xFkGhzOP1 Bh4ENjyPWNr 5-0-0 5-" 2 4.00 12 Dead Load Dell.=1/16 in 1 a n n 1 B1 e• 8 3 n o. 7 3x4= 5-0-0 5-0-0 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.09 3-6 >630 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.15 3-6 >388 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix-MP Weight:15 lb FT=C% LUMBER- TOP CHORD 2x4 SP No.2 4)`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 5-0-0 oc 5)Refer to girder(s)for truss to truss connections. purlins. 6)Provide mechanical connection(by others)of truss BOT CHORD to bearing plate capable of withstanding 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)3 except(jt=1b)1=144,2=173. MiTek recommends that Stabilizers and required 7)This truss has been designed for a moving cross bracing he installed during truss erection,in concentrated load of 250.Olb live located at all mid accordance with Stabilizer Installation quide. panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. REACTIONS. (lb/size) 1 — 222/0-8-0 (min.0-1-8) 2 — 149/Mechanical LOAD CASE(S) 3 = 73/Mechanical Standard Max Horz 1 = 146(LC 8) Max Uplift 1 = -144(LC 8) 2 = -173(LC 8) 3 = -21(LC 8) Max Grav 1 = 373(LC 21) 2 = 149(LC 1) 3 = 304(LC 23) FORCES.(lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-7=-253/198 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'ossu}-fl�s!ftnr,yrrzxcw ras lt}[6,;rICSsFS(SF'd`3^y eFEFiAEi7tlSa(➢!iDIFU91 r]PDY-Nfr5:LF6:S.fD"eNFA1'bn trCre'epee vkr3 ret rednc4tnGs7 D!i}a6rzxo}ilFw;;aa}QeeeMmyl.ickla P?.le!>.ns Sffi7Fl errs Crlus r`.<nirz rdeinCePO,erFy wilts rismsskil} tw.xe•Q;u}sd:d As i.sD:s.ah}Q:n(e,Sre.rM Ggr:aQssolna}ip;rgrt:uts®sre}:medtar h:asadec}ta:ms}eppes:Rurh Se ltupdQe }d Fs diadn(toD sd(,rda1FN T,elsv}eesu}'ses,Ixsaim4�sec s,lse'd} Anthony T.Tombo III,P.E. al rddtt,i,nsicr epttt-;I Qe,tspau:Idflt u.ser,QeC nk ady^S [s.pilda}Cµ'7ffi A erieddhstl(.deavdizs fre(MALIa}udsutfttl.Rt F}'euld6t tCOerA ifi ldetedtleLTss,rcdLLgknslrcA,sle;}e,rtps,n RiFs xq itd,F:mn:rKsnaa}d =8DD83 ZtIiGiC'rD!#gytrP[Yed ACsfesse'sduB:IC'JsN pssCled}'tliaessillt,Lsi6c}ssnl}uh¢Ms I�,}Fsp}e}e:urrrmsrue-etdeee<t;e:r,,ad:sage.FF}FtrA,ttae�t}e.,:*ine:eetanetelF.•Fr>t,o:�;y,lresstrf6r�v'.seQminttP naeu.nle:s - 4451 St.Lucie Blvd. eRn;dssiefreliro(unm eyreMepss'e vdxs lr ai ps.'Gn inrhsi La rn.sDes:aU}sst isi7ltle ta:llis}61}ssr,ttLrs.Mex[11toednrMlfie}311u}rderi1cas et ssddndmi}i]. Fort PieTee,FL 34946 (epydpht Z 2016 Ad Hoof Tmsss-Anthony P.Tambe 111,P.I.Reprodwi n of this domm ot,in ony fern,is prohibited aiihoo the onitten ponisslen from A I Roof crosses-Anthony L lom5n ill,P.E. ' Q PI I Job Truss Truss Type ty Y �'Std Pac/6511 EL D XSPVS6511 DX J513 Jack-Open 1 1 A0070666 • 'Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 312016 Print:8.020 s Aug'31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:04 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91 of2jRM5b6B59edFJCbsHHagylkJKzOP18h4ENjyPWNr 4-4-0 4-4-0 2 4.00 12 i ra T1 7 ri N I G 131 r j 7 3 3x4= 4-4-0 4-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.07 3-6 >768 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.10 3-6 >503 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horc(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:13 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)Refer to girder(s)for truss to truss connections. BOT CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at TOP CHORD Structural wood sheathing directly applied or,1 4-0 oc j)Thi)3 except(been design d for a purlins. 8)This truss has been designed for a moving BOT CHORD concentrated load of 250.01b live located at all mid Rigid ceiling directly applied or 10-0-0 oc bracing. panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation n,licle. LOAD CASE(S) Standard REACTIONS. (lb/size) 1 = 192/Mechanical 2 = 135/Mechanical 3 = 58/Mechanical Max Horz 1 = 126(LC 8) Max Uplift 1 = -118(LC 8) 2 = -164(LC 8) 3 = -11(LC 8) Max Grav 1 = 357(LC 19) 2 = 135(LC 1) 3 = 296(LC 23) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. ....... Sv n•flt¢sr us Jrmieg WA-1 MFU7Z';ffur 094TRY 8tOhdip3s r1i'd i•-s.aYa'snn ttil;e n rO jaal4eStGeai.iiuiMU.ft m,%M&M rtx.WAS C.v ial Mfa3fTD,Wd Uife/ae!rrJxfftessh«kntdt:�T+a1C€unaW.ksG"tss:l:gffeytseny.s,flekEry iq n'x!s#¢.s7tQPnsreu"saz:E xsiksPetn::ntttr�srs6erers�n i`Rafa6!ailpd6!stafbT rssr>F It�CeG9ah.af!t Efl f.:krtrita n;rs�k hasrm sn,sxhdfa; Antony T.Tombo 111,P.E. 5Jaa4�P.lf lnisU!an S!J li'!'n'.�a4lfihai�Cub,�c.urrr a.adaJsaee r�t!r3 i:rat m enI,aa1as asr*d c>•agnh rtnu.TrwtruatneT:a ar,!u,xd f Lu!two^a i!,nr;saa�n!a;ss!rea�e!-a .u: - #80083 ' lfEaXar_s:y3,:wffaeasfar ldsussustaMl:Jmtk!faslzes¢etra4 assdkeF�2apL a i+h tatrsmsa{YiSf fsG4 u:lhVlaalSFfdve aeluatrdfaarrrd loan.r!bf lemu tsusr:a,�;tl;ss¢.f s!&Fms6asig!!,fms Paa¢[gce!r atrua 4,alaAns,ssfsss 4451 St Lucip Blvd. ales+�udebai 4trea x gKf net o Fount!dllamtt3.n1!rL lSr l fis 7isl�FFraexls Aa if r¢Vf�ft'".EStyaC r tass.¢st.mfefrcr!asEmbrea¢y,i.ufh:fl!rfaiLSIIl a f::'!!I GIH�I, Fort Pierce,FL 34946 fopyriott02016A-I Inflows-Anfbayl.lomboIII,P.t.bprodaUicnofthisdammse,in any law"hpaabibittd.isbaal the wrinaptrmissionbomA-liaotrrasscs-Anlbanfl.ia ni11.Pk l Jo b Truss Truss Type Oty Ply Fi. Pac/6511 EL D XSPVS6511DX J5P Jack-Open 2 1 A0070667 eference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:05 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yH M91-Gsc5fi6DtVDOFnq Wml OWpnh5g8ZpireBM Lpov9yPWNq 5-0-0 5-0-0 3 4.00 12 m T1 CV 2 1.5x4 II 131 1 4 2x4= -2 5-0-0 5-0-0 0-2-4 4-9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.15 4-8 >388 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.13 4-8 >462 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)4 except Qt=lb)3=125,2=316. Structural wood sheathing directly applied or 2-2-0 oc purT BOT CHORD LOAD CASE(S)Rigid ceiling directly applied or 8-5-4 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 143/Mechanical 4 = 66/Mechanical 2 = 32810-4-12 (min.0-1-8) Max Horz 2 = 143(LC 8) Max Uplift 3 = -125(LC 8) 4 = -85(LC 8) 2 = -316(LC 8) Max Grav 3 = 143(LC 1) 4 = 92(LC 3) 2 = 328(LC 1) FORCES. (lb) Max.Camp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 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. Barn{-fine firne{flrrcraaCe•11 F,4i RCS<.3!i�Fi�iFR3AfI71Jf6rUSPIn04(OS[OYj2LT77:0:6CC:f0eYiAT lun reMt[c;ip�n±teu refru{oe}reE�d!L rs Ce!i{rNaxe{itr:;a�{neerprzrL razta lE,r'_Ir?,.•mz 77�!Lefreeu.[clrndlu'.ire!�Celgne lEO,uf{ wr:tr m�m can eti 4e GL'hF<rd:t/rrimsC:srse[rgara��,1{cntryEsga4 n!sl amrN,!grt:aumarr2 !dnrpn inilev4aerir{regsavl�ryh•ter!si dticecuy4irt 1{1jiu6=rCledr,euuiFl{.rlelr.7:v>:raitus,lstui i:rs: f!?nt AnthonyT.Tornbo III,P.E. N nedN r tteCae-Is ne mprsisltlld9eCnr,Ra C.uie Ak ulgem n•Ixii-{C rcie utledilfts R:,ne lx uiess lr2l�lra{rot ul iq f.Ile e{{mderne mavrt mrfield: do r t Erin{fardmf.slxege,iesOl enuut Faa{s4il,te lle u'}us al es. ar =80083 neG:IferC ultra<6>•srbr.tVeales set ad eeeloc nr3e irschurnl{eel snemri!EmEl,e:w��ryreaoree�.��trr�{3:iroe indrr!{ke(n;t Cet:grsr[drtrtisxr&!ICsSrq`i(tM-{Lre:nlrilaS{iCeelerl{tadu¢i,ueeTmr Sylnj{rx1E:lx(t(Itl uaSrrlaerdeeu<tM{s!sd pdrxe lfll�4u ane res{us:.itdn u{htlesde:Irzr.Cex-enhcss Ce!se6;uurerlrts:YurhtlrtB eAess 4451 St,Lucie Blvd.(apyright�241641Reatfrusses-Arahenyl.iamSa III,P.E.Reprodunion al this dommac in any form,is psohlfited without the rrditen parmission from Ad Rooffrusses-Arihany LTamio;II,P.E. Fort Pierce,FL 34946 s Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX J6 Jack-Open 4 1 A0070668 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:05 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-Gsc5fi6DtVDOFngWml OWpnh5bsdSireBM Lpov9yPWNq 1 4-0 5-10-0 1 4-0 5-10-0 3 Dead Load Defl.=1/8 in 4.00 FIT � a � c%o 2 1.5x4 II 1 6• ri 10 6• Q• 9 4 3x4= 5-10-0 5-10-0 I ' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]or) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.15 4-8 >474 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.26 4-8 >270 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MP Weight:22 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 5)Refer to girder(s)for truss to truss connections. , OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift et BRACCING- HORD joint(s)4 except(jt=lb)3=132,2=224. TOP j Structural wood sheathing directly applied or 2-2-0 oc 7)This truss has been designed for a moving St St r concentrated load of 250.01b live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, i Rigid ceiling directly applied or 10-0-0 oc bracing. nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in LOAD CASE(S) accordance with Stabilizer Installation uide. Standard REACTIONS. (lb/size) 3 = 171/Mechanical 2 = 364/0-7-4 (min.0-1-8) 4 = 78/Mechanical Max Horz 2 = 160(LC 8) Max Uplift 3 = -132(LC 12) 2 = -224(LC 8) 4 = -3(LC 12) Max Grav 3 = 171(LC 1) 2 = 439(LC 21) 4 = 311(LC 23) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 a 2)Plates checked for a plus or minus 0 degree rotation I about its center. 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. 7a�sfir-Hss!B¢rter Ir rerierlie':110�3 n43S`S{sRlli yelF7A1 I?LUf 8 G1tmDDlS(DS?04i W�31SIX6�.0:EDoN;XT'h¢le:ifrt<:ip pa:!lucr¢G reo/ea'e+n�+rn+!Ce!ipCnru3{tp]`,w911e 4eBnr L tizta�:rt rda�m f n!EeU:e ese.Gelrl!teM+e>¢le/c Ce IOU,etl( ' IhT!ie +pltles s"xllkeutiu4e'DCi leedt AsaTmsD:sbreeu{i Sreah6j msaf eiD3 rgsmulsnsrglmed6spak:nmlequ¢nugrapm:LMts lesgelaks�ar'ese<I,r:rdnrICDu¢,ee1nTFl I.Ikre ry¢nuorFees,IxF ra[u s,+sUddr _ Anthony T.Tombo III,P.E. nt.sedrx!Lns4rs+rktt8r-ssR<rt!rm4:ti'I¢I&!Dnn,Ba Jn!t+valriaet q!s e+n kf�D. u,ntleudedda!ItCfi¢Ix rtll'xlamlJe ltleg<o7!at lrld.11"11 1Otis Mal mffi:l3 fieT�ns.nd¢irejk;A4stngeiM:enwa7F. 1 M left i!p,sisligl ?80083 ne{adf�D:sipervd 6¢Dedrt.1Dtdes sFtM"u ecelDC e¢Ifte rlMi[ntelrritefnnellircC q(erycesl Sffl(IOelnelicn76PrrlG:elllrlrl¢!SSBU nt!de;<ett ixrmyd(+liire.ir}Il:fiees ltengeAAM'so'InindP.In!+D_sloea'le!SDe!Ipefq'¢<netllff![Pmrednf!�¢dtss 4451 St.Lucie Blvd. ulerrbe defaedler(a!DMayodgn5 w!o^¢alrelr+mes anted Ike rnis DWIt1,1aaais0A,tuilfim;Du[MxTnnsAfles lele-ei OegGolbr.dllalddi *oi me ndebul rill- Fort Pierce,FL 34946 (opydgb102016 AA Ruotfrosses-ArnbnnyL Tomba Ill,R.I.Repradunioe ofthis domment,in any farm,is prohbited whhowbe mitten permission from 44 Rooffmssos-AnlhonyL ToMho III;P.E. i l Job Truss Truss Type T27Y , FJ.tb Pac/6511 EL D XSPVS6511 DX AG Half Hip Girder 1 A0070669 Reference o "canal Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:06 2016 Page 1 I D:W?quLcf?Re?LfzLe98RjH4yHM91-k2ATs27reoLttwPiJ?vlM?ELFXOJREoKb?ZLRcyPWNp -1-4-0 5-0-0 6-6-4 1-4-0 5-0-0 1-6-4 4x8= 1.5x4 II 4 4.00 FIT Li W1 1 W1 2 1.5x4 II 2 1 12 6 13 G o• d g 11 UIS II 3x4= 5x6=5 0-1-12 5-0-0 6-fi 4 0-- 2 4-10 4 Plate Offsets(X,Y)— [3:0-5-0,0-2-01,[5:0-3-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.51 Vert(LL) -0.07 6-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.11 6-10 >683 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014[rPI2007 Matrix-MP Weight:31 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load loads. nonconcurrent with any other live OTHERS 2x4 SP No.3 s truss has been designed BRACING- 5);This for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the puriins, except end verticals. bottom chord and any other members. BOT CHORD 6)Provide mechanical connection(by others)of truss Rigid ceiling directly applied or 8-6-11 oc bracing. to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=547,2=399. 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 250.01b live located at all mid accordance with Stabilizer Installation guide. panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. REACTIONS. (lb/size) 8)Hanger(s)or other connection device(s)shall be 5 = 509/0-7-4 (min.0-1-8) provided sufficient to support concentrated load(s)177 2 = 445/0-4-12 (min.0-1-8) lb down and 321 lb up at 5-0-0 on top chord,and 413 Max Horz lb down and 327 lb up at 5-0-0 on bottom chord. The 2 = 189(LC 25) design/selection of such connection device(s)is the Max Uplift responsibility of others. 5 = -547(LC 4) 9)In the LOAD CASE(S)section,loads applied to the 2 = -399(LC 4) face of the truss are noted as front(F)or back(B). Max Grav 5 = 689(LC 21) 2 = 519(LC 18) LOAD CASE(S) Standard FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25 Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25 when shown. Uniform Loads(plf) TOP CHORD Vert:1-3=-70,3-4=-70,5-8=-20 2-3=-517/369 Concentrated Loads(lb) BOT CHORD Vert:6=-286(F)3=-2(F) 2-11=-191/256,2-12=-402/482, 6-12=-402/482,6-13=-433/551, 5-13=-433/551 WEBS 3-6=-366/805,3-5=-877/689 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope);cantilever left and right exposed;Lumber DOL=1.25 plate grip DOL=125 2)Provide adequate drainage to prevent water ponding. 3)Plates checked for a plus or minus 0 degree rotation about its center. BrvrF-FlseYnsrJrn,ar li¢'21 EgE SILi3;SP!�;1L7F1 ItLlS 6 rOSOIPulS CJI?gY{ICF.r'ilRR';5irE2YFkrlaza h:ihfxLp pv�canrt ret«ol w4,u^�,tre„Cn;r O«.vinm;oai Ile ltnaFl.fuk Y:Pt.ldna«SEc!EeSae rs,.Gegm i«."«mid m t,?Bg,mfr ILtatra,m,On ma It«E hr tx M Nh'i1.As.1-E:sq Iq®:elir,spmtgrq-e,A:'.]"my TD-1re:¢6 rrnWst1.gr-u;rmya;Jtn tu�elrsip al Me sro;!si,r•<:frj:�ca rae>gUed;.e,fa7Ftl.taeim;ar>naras,4ttmr rzaL�eEs,sainEEer I Anthony ,T.Tombo iIl P.E. = me.sedst r3 rF.uaq,,ca,.:Frm��nrae.c.r«.s:o...rron cq,saIs:E.ir,ao,.,ray,«�anala.Yc,E,rxau�r>2tr,;Iralaa,maFrn.n,qP«mlo<n,mnml,fi.0 ca r r,:�rer;E�l,o,.I r sl'nmmiFaaesia'�lep<«�re'iJrtfel Yra IrFes�uanb rn In ,�n rtgOmarap,�«„dr,rlmm�h rmsgc ,Ru n?In r nagarEE:Fln.r,mFsral„n:m:,lw r•,�rla�r 1nl,c,ae,«gmyln„mFenmdrs 1m..o .,,F,,,t Irlq,ar„lI«mcnFra«,.mlm, 80093 me=neteFa�lnIsenmgre>rqn.ev.rsFFoapnssw,lna.turrmsOrs<a[gxuisf rn,raaaz;omlrnn.alns;<.?er:Egc:a>tsryaoIIIa3.ail«Prmmlrlrasmma:fimfiRbl. 4451 St.Lucie Blvd. • Fort Pierce,FL 34946 (opyrighti!)iQIE A l gcaiTmsszs-defhoayi.iamholll,P.E.RePradunion alibis document,in any form,isysahiEittdwBhoutlhe wrinen permissianhum Ad RaolLasss-Arihnoy 1.ienho lll;P.E. Job Truss Truss Type QtY Ply �Std Pac/6511 EL D XSPVS6511DX J6P Jack-Open 6 1 A0070670 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:06 2016 Page 1 I D:W?quLcr?Re?LfzLe98RRIH4yHM91-k2ATs27reoLttwPiJ?vlM?EJIX?YRGQKb?ZLReyP WNp -1-4-0 6-6-4 1-4-0 6-6-4 1.5x4 If 3 Dead Load Defi.=1/8 in 4.00 F12 1 W1 1.5x4 11 2 1 10 A c d Q 9 4 3x6 11 3x4= 6-6-4 6-4-8 Plate Offsets(X Y)— [2:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0A8 4-8 >423 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.30 4-8 >253 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:27 lb FT=0 LUMBER- TOP CHORD 2x4 SP M 30 4) This truss has been designed for a live load of BOT CHORD 2x4 SP M 30 20.Opsf on the bottom chord in all areas where a WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the OTHERS 2x4 SP No.3 bottom chord and any other members. BRACING- 5)Provide mechanical connection(by others)of truss TOPCHStructural wood sheathing directly applied or 6-0-0 oc RD to bearing plate capable of withstanding 100 lb uplift at Struc Struts. joint(s)except at=lb)4=244,2=308. purlin6)This truss has been designed for a moving BOT CHORD concentrated load of 250.o1b live located at all mid Rigid ceiling directly applied or 10-0-0 oc bracing. panels and at all panel points along the Bottom Chord, MiTek recommends that Stabilizers and required nonconcurrent with any other live loads. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 4 = 277/0-7-4 (min.0-1-8) 2 = 390/0-4-12 (min.0-1-8) Max Horz 2 = 229(LC 8) Max Uplift 4 = -244(LC 12) 2 = -308(LC 8) Max Grav 4 = 405(LC 23) 2 = 454(LC 21) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 2-9=-206/283 WEBS 3-4=-303/415 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. at,ng-nfln tyi!g:..n:alm:rne a;s+3;gaaaurasE sainu,usaa{rur3 taEaa:tr!eratlGs<r�tltuttefttle ttt«,;jrtttctlyto�.�ypne;�antsajr.dtt :rs.E�t,sm to.e!t oaa.:tr..d�rctrcn, lg OaTsiftara&rp:aes s5�lk {f Tf TCtak ed:t LsoTnls O:s3r&gaau(:,Sjentty Ftyiataax B:;xinlajjig5 itire:utt aitrep t.tnt{fahmtadetna::ugr.:p;7a4 6•Me7tsigteithe sieg:tTro,lep S.l ai fxl6Ct lg etdulRl lkk�jtazcay`te,l:a}tLa s,serif!^.tlr Anthony T.Tombo III,RE- tetrs:dtr,Tansd.efjltgt sE spesu lrF tftx Cxae,4.e Exa¢fsatfttrcti t;nntua:EnTlegg:: ,ndefetleddtSt ll:,EelattltielaxlSel4tyu£ {Rll Iix enafda!Ae IDgtel f'ryfitlt.fedati�n Gt nyteT'm1,a g fxsbFe iFefty st hd.t}tesliEjtl =80083 atd'Cmy0.0 aiDrtttlrc 11 Cfs3dMilrafPnlBximmu iP3fnKtnPrcty(peslSa hdustimflSpitiG fijlPtt3SlLletitine.a/3>,p dy<iS1se 1%if$SalRfrtf4Lt11c71tli�PCfi},3E- Y,It15Ct;(tE¢yil 6Ci SfpR ltl fi;t11tS1 4451 St.Lucie Blvd. itki'diS!fthtlrri.Hl�IXIt¢&dtittx Yf�'S Ij C1j3flttSlt9ilf!l lialra sees•u Eag;�at,sE-ifitraili�Etti}u,trLn.ktlea Et3nj4a llag,Fffupultxl txz:rrz rs ddneSal41. Fort Pierce,FL 34946 (oppighiZ 2016 A-I Paoffmsses-Anthony L Tombo!!I,P.F.Rtaodoaion ofthis torment,in any fafnajs psohibiied Waboutthe mitten pefmission irem A-1looifiasses-AnthonyL Tombo!!1;P.I. i Job Truss Truss Type Qty Ply �Std Pac/6511 EL D + XSPVS6511 DX J7 Jack-Open 32 1 A0070671 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:07 2016 Page 1 I D:W?quLcr?Re?LtLe98RjH4yHM91-CEks3O8TP6UkV4zutjQ_vCn WJxJjAl8Tgflvz2yP W No 6-2-0 6-2-0 3 Dead Load Defl.=118 in 4.00 F12 o - 1 `T - O N N 1.SX4 II 2 1 6 e' 10 6• d• 9 4 3x4= 6-2-0 6-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.17 4-8 >442 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.29 4-8 >249 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:23 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 girder(s)to 5)Re BOT CHORD 2x4 SP No.2 g (s)for truss to truss connections. OTHERS 2x4 SP No.3 6)Provide mechanical connection(by others)of truss BRACING- to bearing plate capable of withstanding 100 lb uplift at TOP CHORD joint(s)4 except et--lb)3=143,2=229. Structural wood sheathing directly applied or 6-0-0 oc 7)This truss has been designed for a moving purlins. concentrated load of 250.Olb live located at all mid BOT CHORD panels and at all panel points along the Bottom Chord, Rigid ceiling directly applied or 10-0-0 oc bracing. nonconcurrent with any other live loads. 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) 3 = 185/Mechanical 2 = 37810-8-0 (min.0-1-8) 4 = 79/Mechanical Max Horz 2 = 167(LC 8) Max Uplift 3 = -143(LC 12) 2 = -229(LC 8) 4 = -1(LC 12) Max Grav 3 = 185(LC 1) 2 = 447(LC 21) 4 = 312(LC 23) 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;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 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. Haan;-Fls;enan,(flrrea;ce tie'lI III:;?IG;a3;'Se'iFi`,F[3r[ILi!S t r04DID"uSi Nf'ONi ILT:`]'7;(gePflFD50rkT'lse,ferdl fcsip puaa4tttf xtrednabs n?3a txx Deni;nDrtru3MDja�ne lannrr Iaska L":;r:-Irkv-n;a Siea6eixe,s Geltss eitttaixrttel m ne IiD,eall NH4kr;�g, f,t s„!I eFrna'DCII rt is,rrt:s D:f [y]�rr{,,sr4:atTrF(i::. a �,=;rp;ry�:ten �n Fie t,al aq �x:(. n-ncl:i3,i�si(a tt IF�ucnlDa i(,aeatn[r aka u. r7]necm(u r^u,s a]a nr Anthon a]a,s:tFn r�uafdr n sraa]in:lmarn4 c.a•r,ra u.]4�i 4r 3tr n:wrr rD ]n4 xal nafn lr ntlx xt'ul Iairialtnr?:erlru.tta,R;,,daSn41DD,.e®,r:laa :nrar]IF]aa ,IT]st,]a,:.l -ehruxx•IatsnrnFrl YT.Tombo III,P.E. n,a.;ralDs�>rt[anaa:laranys n nID:adn�nae.—diire.nn.tax,sr-z Isurml�tt r 1[sultDerlrrsa,as&a�4tdHta:taat >rdFa;r]:,IEFI[�IS45Rtrz5i]15:12i!]6]:16.Dti!!L'It]!iD:3`y]-9,�F4feDe.1§,ST4H]]a1I.T]]E n�eltt,t,1435' -80083 ■■ atleim,<tF.rrlr]rxnnulageaI ,r�ur:l"OPIsn,Ad.In111;1W!,[a(�t,Esc,rntargftslp,;aru�:,.(;�t:rarn 9'.11,AUJAI.Je�i:eln]asva.Ir]d�c�u. 4451 St.Lucie Blvd. Fort Pierce,FL 34946 (ayyiiD6tV217164 1 RaalUassas-dalhacyi.Taco ill,P.I.RearaEuniaa ahhisdommem,inony fermis pmh2i14 wilhaD!be,nines peimissianfio-m.4-1Rcot trassa-drihanyT.TamSo il4;P.I. Job Truss Truss Type Qty Ply Std PaC/6511 EL D XSPVS6511DX J7A Jack-Open 1 1 A0070672 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:07 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-CEks3O8TP6UkV4zutjO vCnVpxHNAl8Tgflvz2yPWNo 6-2-0 6-2-0 2 4.00 12 Dead Load Deg.=118 in 1 0 6 O N N 1 i 6 8 7 3 3x4= 6-2-0 6-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.17 3-6 >442 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.30 3-6 1>241 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP M 30 4) 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 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 100 lb uplift at Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)3 except at--lb)1=107,2=146. 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 250.01b live located at all mid accordance with Stabilizer Installation uide. panels and at all panel points along the Bottom Chord, REACTIONS. (lb/size) nonconcurrent with any other live loads. i1 = 275/0-8-0 (min.0-1-8) 2 = 191/Mechanical LOAD CASE(S) 3 = 84/Mechanical Standard Max Horz 1 = 126(LC 8) Max Uplift 1 = -107(LC 8) 2 = -146(LC 8) 3 = -4(LC 8) Max Grav 1 = 403(LC 21) 2 = 191(LC 1) 3 = 314(LC 23) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 1-7=-260/213 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. vnu7-nnntlunktltm@a tu'LI IQ:f TI4A8fx0nGN3F1 t,R.4S A,1'tC,II MUSTQ11SlCr])k(RA�:m.ELmuEFr hr¢ir.0t/uip�e:dnsn(rnl n@suaai rust k!ipQrtxugllQ:;mdt4ls@nrl.fuks®,rf.le!anrtSknMrex_Fdivo@mise saleln@e 1aQ,edr wTskrsasmrllnessMlkAseelx@:iCQnkerdLAsrtrnsQn b erSit,srmrgrspz;.,atstdn TTQ;gaemcnsesrmrsdisvrnt:nailery�r:s:@qr::uaurfu@,lmpd�mlitlets(ginal, 101)n It'War TnLTxesry,us.rcrs,�(@rur�inxsnnser Anthony T.TombollLP.E. nt nedt sLasbrnrhi6lieuRempndliydd Qnn,t*Q•sdsx:@ncrl rp:.auue kilfa(Qev n,@@.tuged A!ie 3i,@elanliglrel S,illign(:ntlRl.Ilx yt:nold@e TQQntra(fi:0eud@er;:n;zdrC�gtsselig,slarye,uefraetimni Fns:skdlle @enspesikllatd =80083 ' Ike6i'rcrQss ger¢(6ahctn.Aacdn sd rdvIhlQO reldzWIsnl p;F;�eslat"IS Eta�l¢ISfdrp:,,T,,cc!mi blUYrffnl4fi snief¢nu(rx—dadaxs.i0111.s@eresrns{uFin r.'rhtlesd@eLrssOn;sa;risn M;ip's}ee¢n(Ims6'mfiaersr,edess 44515t.Lucie Blvd. tflnvKslrhasrho(ttumlegrdcpASviraa Yrrlyvuellurh:d.Its GanDesn Gp�sr isklr@e r�3ing Qell.u.nLrs;.4des 6lGa Cnf Nllig.All afadces�xasm¢ldiuln.361. I Fort Fierce,FL 349d6 (opyright02016 A-1 Rooffrusses-Anthony T.Tomholll,P.F.Reinadu0ian of this document,in any farm,is prahikited withounhe writers permission Gem 4-1 Rooffrasses-Amhany,f.ToEha 111,P.F. i Job Truss Truss Type Qty Ply Std Pac/6511 EL D XSPVS6511DX MV2 Valley 4 1 A0070674 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MTek Industries,Inc. Wed Oct 26 15:27:08 2016 Page 1 ID:? uLcr?Re?LfzLe98RjH4yHM91-gRIEHk96AQcb6EY5RQxDRPJpBLoZvCOd3J2SWUyPWNn 2-0-0 4.00 12 2 1 T B1 - la 0 3 2x4 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-P Weight:5 lb FT=0 LUMBER- TOP CHORD 2x4 SIR No.2 BOT CHORD 2x4 SP No.2 6)Bearing atjoint(s)2 considers parallel to grain value BRACING- using ANSI/TPI 1 angle to grain formula. Building TOP CHORD designer should verify capacity of bearing surface. Structural wood sheathing directly applied or 2-0-0 oc 7)Provide mechanical connection(by others)of truss purlins. to bearing plate capable of withstanding 100 lb uplift at BOT CHORD joint(s)1,2. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required LOAD CASE(S) cross bracing be installed during truss erection,in Standard accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 48/1-11-4 (min.0-1-8) 2 = 37/1-11-4 (min.0-1-8) 3 = 11/1-11-4 (min.0-1-8) Max Horz 1 = 23(LC 8) Max Uplift 1 = -18(LC 8) 2 = -32(LC 8) Max Grav 1 = 48(LC 1) 2 = 37(LC 1) 3 = 21(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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ........ ...... 6c=i-PtntNtri:tltretitaGt'AI?'5i RASSS�fll2'N9IIttTE4R:t(Qk'lTnss ttSldl.�.3 } .. �ta'lb:�'JT'a4tC63;�T'tm,TWh rtF'1ErD 1!SWS(Ft{!il1RtI4 TRIO rtrt:rsup(TC:;R1N2 fF'Ft;T.3t19GLrf.UfnmEsttWEtfF;t WA CiEFS�W53R SS^IIiD.l CUeRIt W'Df;l .iGr.{F `1t r1'Af:rrtt)[EhittD53 Lti?24iYi�fe 6lt!5'SuSr'-CFLr:tTtetft8�S 5t�'RGJTQQRTSI4'tFitt("..SD CSF[hi2Dtl!Cfi6t��>0•ei(a};j!Atlq 6ttCaly't3frR 4RlilIFy45 E°Ti�t1&rtTvpidt,tt(91TI 1..`klr4i}tRM°S�',4',(ihtT tiN.:JES,1h:F8? Anthony T.Tombo III P.E. SWtItflCif Tr It F.l Rr jYJ( 49L�ti>It41 h$(<t�w•itt,d!CDYSlt21 I14L It?Sltted{%I3j°E1F}AC,IFC#t3u119I Ltt31,N Ct6(Gk,'d W6i FsJ WIN 1.T122rt!4WdNR INSIR(YtIA14U;2'eR4i.S1:tEtr1.2l5j,ftdltjt,3l�nRma!!u�sttcura Eva.d��i< ;80083 ' Ndr 4j Ri',tG RlrtfatCN,nSSfi FW[<TIDNR Ii�tft NrrRttpS LF(r lVt1st12rzl r)rgRrTt IbtF!^eGOR QhtE{(iS3�r(tttfFlkt{pf 4Ptt]..gla t:t'fllel!1E.2 :if'VlS1f IRifFL1751;4FCIr:R:F�Nt(:[RQtSi+lSft trig Ms ESt'-of TR:14S�Lh{y.Fiflf Ov,dacc,d'sfR� W bal t,ecmts,ds4 alTtns 4o tr' se-strx,r[•tlslllr:4, mtlr0Rl W.6q,t,arrarnitne:m t:tl.d0 IN. 4451 St.Lucie Blvd. � F} � �R i>r F. � ;a4;f14Y1etas�a ;4 CopyrigNO2D16A-1&odlmses-Ant§cayl.Tomh III,p.E L-Iredaicaofibisdomment,in coy fcrn,isprayUmdQboas the WrittenpermissionhnmA-]loofirassts-Aatbe-yl.Tochoilt.P.E Fort Pierce,FL 34944 Job Truss Truss Type City Ply �iStd Pac/6511 EL D XSPVS6511DX MV3 Valley 1 1 A0070675 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek InclOstries,Inc. Wed Oct 26 15:27:08 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4'yHM91-gRI EHk96AQcb6EY5RQxDRPJnjLoBvCOd3J2S WUyPWNn 3-0-0 3-0-0 4.00 12 2 li 1.5x4 T Ci W1 .%' 0 3 2x4 1.5x4 II " I LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (Iec) I/deft L/d PLATES GRIP TCLL 20.0 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 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:8 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 6)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- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 86/2-11-4 (min.0-1-8) 3 = 86/2-11-4 (min.0-1-8) Max Horz 1 = 40(LC 8) Max Uplift 1 = -33(LC 8) 3 = -47(LC 8) Max Grav 1 = 86(LC 1) 3 = 86(LC 1) 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;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ......... ........ 6E(nr?•flY4setrsyddtt±iea 6e'9!E2r IU13i=>i SEILr"}Es.#As€`:4deS 3 N%`di�35 EE'<I€ll"€!±[9l Y:[K9:ri E7l:KI'hrPa.ieslydti^t{esx••¢ssdled#"E tts rc Li rau SiBr a¢d:Ss Sti"s+t lrai3,i;E+h:eacE SEedldese nt.E�±si x�tP?F;st s;:ed ea3t dT6,a!; dG`:lEasce.E'r4i 4l:EEA'ddn(]t IPkGKnttd bEG fCMyI;eEiale'�a.T}G/xRJYj2tffp9l SP&4@6Tf1�QlENPUC.;biAl�6�SCf Gf4ttl.CSet Mjl eE!C.tl,.ii.V�l}s#�SYEi^#(7NSt'I3Te f}.E�tdep(£E}�PEEt(.#E!e) I.GBE4G}$355"2EA !9SZa:RSP Anthony T.T'Qa.3'�D T::,P.E. xdrzes�ktratS Gsu.3ytdsyu^ssr"Priaia!z�aetcsr-G.eefsu:eEidysd«aae�-faa]ni}s#,itrx s'at Ii U, Ci EtE6 IsPd Es"sa;evde xlTH}.Tut}drePlt,li 1]tn z@p be!<Erd3t i,z ieisgs 3!vs.s2n;;:<.tai snasadklE zE¢Ct�P s}u=i4Y.apY' Tornb 1 iz t#s}e ndEE UE e.Sze ss taGeF]atfn{ra]esuEE7 vez [a }fa s S Ti aS ih}#ti t{:!iea Sg3msd¢ l E#refs e.P.fimss#e lt;}am rta 4vd{]=.ssEt Fesz9e r,trs.psa[tpxx E'rtss 3a,tass 445-15t.Lucie"Blvd, :Aa?<isk.cedgatE tedY}ttN+ni<iagE+d;}@GesstahtC sStl.5ss3tsf�& ssi;NJ.lzfla,ca,ss!a,e.[�nFizlsviFgnee;a?tq?its!}.S>".and atdY can r,d:5eda7 idFi. Fort Pierce,FL 34946 toP7 S�ri NQ 2016 A-1 Rol Trusses-Anfh T.lndo lll,P.E:Rz mdaviaa nit5is do{amcnt,in ott E:a-,is m65ited*it6aal ddendeeu ermdssian dromA-T kaoi Uns<es-Am6as l"Tom a111,P.E Y Job —Truss Truss Type Qty Ply Std P2c/6511 EL D XS PVS651 I DX Truss Valley 4� 1 A0070676 �J.tb Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 Mi I ek industries,Inc. Wed Oct 26 15:27:09 2016 Page I ID:W?quLcr?Re?LtLe98RiH4yHM91-9drcU39NkSkO7H?8SS dsVR17TefemHzn?2wyPWNm 4-0-0 4-0-0 4.00F1-2 2 1.5x4 9 W1 ............. .........a I ......................................... Lj O mom, Iii; :1; 3 2x4� 1.5x4 11 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014[rPI2007 Matrix-P Weight:12 Ib FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WEBS 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)1,3. TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purfins, except end verticals. 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 uide. REACTIONS. (lb/size) 1 = 131/3-11-4 (min.0-1-8) 3 = 131/3-11-4 (min.0-1-8) Max Horz 1 = 61(LC 8) Max Uplift 1 = -51(LC 8) 3 = -72(LC 8) Max Grav 1 = 131(LC 1) 3 = 131(LC 1) 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;HVHZ;TCDL=5.Opsf,,BCDL=5.Opsf,, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=11.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 799"Z Anftny T.Torfibo RZ,P.E. #80083 4451 St;uc7e Blvd. (opyrigi C.2016 A-1 Roof Nos's-AnIhinyt.lomb Illf P1 kap,,doaisn of1his domm,in oary low"is Ife written perroissk-oflom A-I Roof Trusses-Aothayl.Iombo III,F'E Fort Pierce,FL 34946 Job Truss Truss Type Oty Ply Std Pac/6511 EL D A0070677 XSPVS6511 DX MV5 Valley 1 1 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.620 s Apr 30 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:09 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-9dreU39kxjkSkO7H?BSS_dsrU66efemHzn?2wyPW Nm 5-0-0 5-0-0 1.5x4 II 4.00 12 2 TL,,,,,,,,,.- W1 Li 0 0 3 2x44 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) n/a n/a 999 MT20 244/190 _TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fFP12007 Matrix-P Weight:15 lb FT=0 LUMBER- TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 100 lb uplift I at WEBS 2x4 SP No.3 joint(s)1,3. BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc LOAD CASE(S) purlins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 176/4-11-4 (min.0-1-8) 3 = 176/4-11-4 (min.0-1-8) Max Horz 1 = 82(LC 8) Max Uplift 1 = -69(LC 8) 3 = -96(LC 8) Max Grav 1 = 176(LC 1) 3 = 176(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1 641273 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. __.._- .....•_ 9auffltESE;ssra�hleriEe df'klE:Ji RASi3�Hi2o E.AiitlL�'.L4kktUE,:Fq�4:ES}_t{{iTRIh,�DY:�GL':,47"hEra TnirLsnr:EEza:£!serltfslE;aasti€t�.risYr.,�.r..}1GS;ex'u"�t stbcvTf iff3aQHtf.le(n£fu SEeAEdnt at D"Es:a§£Itimn YSi2dm�=.T.C4,t91 uA llE .1H().Ea.A Ef tfidf l(f![[b1f iE-twEfTtft Ni .ylatCy:t..!(tCEGJ:EjY" D:t:t#fi 66fTQQ S(<SC�f iSi��2fi-f If. Eftt:t.8lfFjl;tEibf:tiF:ir:i!f(ht(.t r4fl �R515yIt T13S3f2�1t{£p Di T:AtE{t.kE4f�TEI,:E2E£il'ff ifsri 4Z!.($'.Yr T4 E55.78v'I:�t �•y()ny f.TOEit)Q t:i,P.E. tEift>4'IfTttisfsr Kr rx.I.t2Dht tfiiiffiE Yy �tfE.Li:iraxff 8i1G 1i21,...iitLS 'J iPH lar%tt.:'21ftiQ I(.::.fR!a{t!IY£Ctfe'Sltfr,iEt S.(,t!l.Tat tTftE1E1�141T:Q p£ik('1 IE.F tI'Ef Si,'tt#DikY.fi6j Stf'L#t,sIa,Es;v�bf.::}L�.E'hr SjF.[[t[2E wToalb 2fiwtis;-,i'E^AEriNiht.rDiY.fSiE[R74�S}r'JUE(32lfPYifS4f{T{ty:VtStRiXfL ljtt TN'!`i"fl'f^(-GhtTf$TF!%f3$E}{•[iESE:ENf[Er1EE:�rWEE.^C!'Y£IE:B:E.E�:+£'SIY.klfry.L.li;£xKE}1i:f fdT.'LSf 3P4`T:tfti.Q£i2rLE'f?ftQ{,tiSS Ed.:.ai3Q91S.R..4a5f 44515t.I MI.Blvd. a2�*i,ts iF.r?Ti(E.':L7 ytEi•TEfh+2StYEHrDry'�f aeLet!teT Ess s h r• 4Yk-putfp„fslm_ttT^+ss.IfkniEfl fxdtftEtrtlq.tS tryNt32d;£rsxeu3t§E('ci 1161. Fort Pierce,FL 34946 topyrigu 02016Al Roof Insm-Ant nY1,lambo lll,P.L x,.proda£i:aaetibis dutomant,is any r..rc,npruk:bittd.,EbQun6ewriren permisu;xt.Eem A-E Raatirasfcs-AcEktcayi,ie lallE;P,E I Job Truss T s Trusype Oty Ply Std Pac/65 1 EL D ----] XSPVS651 I DX MV6 Valley 3 1A0070678 Job Reference(optional) At Roof Trusses,Fort Pierce,FL 34946,design@altruss.r-om -Run.-7.640 s Oct t 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:10 2016 Page 1 ID:W?quLcr?Re?LfzLe98RIH4yHM91-dpP�_:jPAMilsJMY-iTyrzhWqPwo9PXN5uwWdXZaNyPWNI 6-0-0 6-0-0 1.5x4 11 4.00 FIT 2 T ... ....... wi; Ci ............... Bi U. 3 2x4 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:19 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss WE 2x4 SP No.3 to bearing plate capable of withstanding 100 lb uplift at BRACING- joint(s)I except Gt=lb)3=121. TOP CHORD Structural wood sheathing directly applied, except end verticals. 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 uide. REACTIONS. (lb/size) 1 = 221/5-11-4 (min.0-1-8) 3 = 22115-11-4 (min.0-1-8) Max Horz I = 103(LC 8) Max Uplift 1 = -86(LC 8) 3 = -121(LC 8) Max Grav 1 = 221(LC 1) 3 = 221(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-203/335 NOTES- 1)Wind:ASCE 7-10;Vult=VOmph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Anthony T.Tombo M',P.E. 80083 4451 St,�ve Blvd. ZI copyrigli Q 1016A-1 Rod husso-hibuyl,h.h 111,U Fort NerceL FL 34946 Adhoul,Tom-ho III,P1 Job Truss Truss Type Qty Ply , �Std Pac/6511 EL D A0070679 XSPVS651 I DX MV8 GABLE 3 . job Reference(o tional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 16:27:10 2016 Page I ID:W?quLcr?Re?LfzLe98RjH4yHM91-dpP—iPAMi1sJMY-iTYrzhWqP4S9SHN2cwWdXZaNyPWNI 8-0-0 I—' 8-0-0 1.5x4 11 4.00 F1—2 1.5x4 9 2 C5 — ............ 9TI n Pit i:-� 4� 2x4 1.5x4 11 1.5x4 11 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) 1 Ildefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-P Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 5)*This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purlins, except end verticals. bottom chord and any other members. ROT CHORD 6)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)1,4 except(jt=lb)5=214. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation ouide LOAD CASE(S) Standard REACTIONS. (lb/size) 1 = 92/8-0-0 (min.0-1-8) 4 = 137/8-0-0 (min.0-1-8) 5 = 393/8-0-0 (min.0-1-8) Max Horz I = 144(LC 8) Max Uplift 1 = -2(LC 8) 4 = -75(LC 8) 5 = -214(LC 8) Max Grav 1 = 92(LC 1 4 = 137(LC 1) 5 = 393(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2581111 WEBS 2-5=-344/552 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, hm25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. 6190pe' Anthony T.Tombo U-1,P.E. A ..W.Wa 160083 4451 St.Lucie Blvd. &POGN 0 2316 A-1 III,f�E. Fort Perce,FL 34946 .y No,is the witten pemis�,,Owk-1 Job Truss Truss Type Q Std Pac/6511 EL D (..,...all XSPVS651 I DX Valley 2 1 (optional) A0070673 7� Job Referencepc Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:11 2016 Page I ID:W?quLcr?Re?LfzLeg8RjH4yHM91-5?zMvIB—TL_g_:[Hg6ZVw32x83Ylv6Us3iHG66pyPWNk 10-0-0 10-0-0 1.50 11 3 4.00 ri—2 1.5x4 Wt -rep STi I Bi- o 2x4 5 4 1.5x4 11 1.5x4 11 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight:34 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom WEBS 2x4 SIP No.3 loads.chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 BRACING- 5)*This truss has been designed for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the purfins, except end verticals. bottom chord and any other members. BOT CHORD 6)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 MiTek recommends that Stabilizers and required joint(s)except(jt=lb)4=1 16,5=297. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 43/9-11-4 (min.0-1-8) 4 = 214/9-11-4 (min.0-1-8) 5 = 545/9-11-4 (min.0-1-8) Max Horz I = 185(LC 8) Max Uplift 4 = -116(LC 8) 5 = -297(LC 8) Max Grav 1 = 43(LC 1) 4 = 214(LC 1) 5 = 545(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-345/147,3-4=-180/282 WEBS 2-5=-459/719 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)Gable requires continuous bottom chord bearing. .4,th,ryT,T,,b,llI P.E. M Mktl h949M!ffll ri Mnftt T- too M; t 60083 44,11 St.Lucie Blvd. 'ZI Fort Plerce,Ft.34946 i I Job Truss Truss Type Qty Ply 3 Std Pac/6511 EL D A0070680 XSPVS6511 DX RG01 Flat Girder 1 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com 8.020 s Aug131 2016 MiTek Industries,Inc. Wed Oct 26 15:59:39 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-6pXCtDp qOf?IuN1arN3L5d9nofPXXxohL9CVvyPVvl i 4-2-3 7-9-0 i 11-6-0 15-3-0 18-9-13 22-6-8 2,3-0,0 4-2-3 3-6-13 3-9-0 3-9-0 3-6-13 3-8-11 -5- I 4x6 4x6= = I 5 6= 1.5x4 I I 4xl2= 1.5x4 1I 3x4= 4x12= 1.5x4 11 x6 2 3 4 5 6 7 4 1 0 m }� ni RI I j�a o 16 29 15 30 14 3113 12 .32 11 33 10 34 9 5x6= 3x8 2x4 II 3x4= 3x8 2x4 II 3x8= 5x6= 23-0-0 0�1r4 4-2-3 7-9-0 11-6-0 15-3-0 i. 18-9-13 22-6-8 22r10r12 0--0 4-0-15 3-0-13 3-9-0 -3-9-0 ---3-0-13 3-8-11 0-4�1! 0-1-0 Plate Offsets(X Y)- [1:0-3-0 0-2-12] [1:0-2-8 0-2-0] [8:0-3-0 0-2-12],[8:0-2-8,0-2-0],[9:0-3-0,0-3-0],[16:0-3-0,0;3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft . L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.04 11-12 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) -0.01 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:334 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 10)Hanger(s)or other connection device(s)shall be BOT CHORD 2x4 SP No.2 WEBS provided sufficient to support concentrated load(s)804 WEBS 2x4 SP No.3*Except` 1-15=-699/948,2-15=-721/686, lb down and sufficient lb up at support c ce tr down and 459 W4:2x8 SP No.2,W1:2x6 SP No.2 3-15=-1396/1799,3-14=-2057/1512, Its up at 0-5-8 151 lb down and 234 lb up at 0-10-8, OTHERS 2x6 SP No.2 3-12=-1174/2176,4-12=-983/752, I' I 176 lb down and 241 lb up at 2-10-8,489 lb down and BRACING- 6-1 2=-1 1 71121 59,6-11=-2025/1508, 419 lb up at 14-10-8,424 Its down and 328 lb up at TOP CHORD 6-10=-1381/1715,7-10=-705/678, 6-10-8,424 lb down and 328 lb up at 8-10-8,424 lb Structural wood sheathing directly applied or 6-0-0 oc 8-10=-685/887 down and 328 lb up at 10-10-8,424 lb down and 328 puriins, except end verticals. lb up at 11-11-0,424 lb down and 328 lb up at BOT CHORD NOTES- 13-11-01 4241lb down and 328 lb up at 15-11-0,489 Its Rigid ceiling directly applied or 6-0-0 oc bracing. 1)3-ply truss to be connected together with 10d down and 411,9 lb up at 17-11-0,176 lb down and 241 (0.131"x3")nails as follows: lb up at 19-11-0,144 lb down and 236 Its up at REACTIONS.All bearings 0-3-8. Top chords connected as follows:2x6-2 rows 21-11-0,and1466 lb down and 461 lb up at 22-6-8, (lb)-Max Uplift staggered at 0-9-0 oc,2x4-1 row at 0-4-0 oc. I All uplift 100 lb or less at joint(s) Bottom chords connected as follows:2x4-1 row at and 799 Its down and 835 lb up at 22-6-8 on top except 16=-1732(LC 4),14=-1561(LC 4), 0-9-0 oc. chord. The design/selection of such connection 11=-1556(LC 4),9=-1692(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc,( device(s)is t�e responsibility of others. Max Grav 2x8-2 rows staggered at 0-9-0 oc. All reactions 250 lb or less at joint(s) 2)All loads are considered equally applied to all pliei' LOAD CASE(S) except 16=1779(LC 1),14=2335(LC 23), except if noted as front(F)or back(B)face in the Standard 11=2301(LC 25),9=1745(LC 27) LOAD CASE(S)section.Ply to ply connections have 1)Dead+Roof Live(balanced):Lumber Increase=1.25 been provided to distribute only loads noted as(F)or, FORCES. (lb) Plate Increase=1.25 ( ) (B),unless otherwise indicated. Uniform Loads(plf) Max.Comp./Max.Ten.-All forces 250(lb)or less except 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) I Vert:1-8=L 70,9-16=-20 when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Concentrated Loads(lb) TOP CHORD h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS 1-16=-1713/1723,1-17=-978/806, (envelope);cantilever left and right exposed;Lumbe Vert: 76(F,) 6(F=-371)8=-1164(F=-365) 20(F) 1(F) 17-18=-978/806,2-18=-978/806, DOL=1.25 plate grip DOL=1.25 18=-176(F)19=-375(F)20=-320(F)21=-320(F) 22=-320(F)23=-320(F)24=-320(F)25=-320(F) 2-19=-978/806,19-20=-978/806, 4)Provide adequate drainage to prevent water 26=-375(F)27=-176(F)28=-144(F) 3-20=-978/806,3-21=-1347/598, ponding. 21-22=-1347/598,4-22=-1347/598, 5)Plates checked for a plus or minus 0 degree 4-23=-1347/598,5-23=-1347/598, rotation about its center. 5-24=-1347/598,6-24=-1347/598, 6)This truss has been designed for a 10.0 psf bottom 6-25=-9421795,25-26=-942/795, chord live load nonconcurrent with any other live 7-26=-942/795,7-27=-9421795, loads. 27-28=-942/795,8-28=-942/795, 7)`This truss has been designed for a live load of 8-9=-1668/1683 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 1 5-3 0=-75 015 34,14-30=-750/534, bottom chord and any other members. 14-31=-750/534,13-31=-750/534, 8)Provide mechanical connection(by others)of truss 12-13=-750/534,12-32=-734/530, to bearing plate capable of withstanding 1732 Ib uplift 11-32=-734/530,11-33=-734/530, at joint 16,1561 lb uplift at joint 14,1556 lb uplift at 10-33=-734/530 joint 11 and 1692 lb uplift at joint 9. WEBS 9)This truss has been designed for a moving 1-15=-699/948,2-15=-721/686, concentrated load of 250.OIb live located at all mid 3-15=-1396/1799,3-14=-2057/1512, panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. zia}�}I-n¢�r},il,¢,a,n¢iaror:;*sac3 :t„sie3an9RsaurnlnrosraufEesv}suRanarwbEkrl¢tare�ia}p�zr;rt}¢ee:e¢t¢a}}¢ }l;.¢cs,il,on a{nryaan}en�rLd.lr�:rta¢ ¢.,srz}rr,s}n-cfirr .i¢rvb,m}Ta%.It aLT:tr:de}y�tl}sW P.il,I t@th}Et ts.Los Om.1s E 1mtr¢t,51,.4 ha n td ¢spTP.q,-1sm¢cerase@I¢¢Fe4:si}a}Ie¢ea:};iiFr.,wa:itd..hk•1,40Pd Czmft F.,ttnsl i},11P}fir lnIFIL T.a iF} ®r-,la¢-}uta s•s"'I:ly - Anthony T.Tonsbo III,P.E. fxt rs}AYr,if¢s ar¢�te'(bv.ISlk a¢s4 iur¢Ffik c»f.},n¢d,m}t¢�,t¢i¢}d¢arc.a wir ao'2,ia@e¢¢fen¢tn-Ri.lkelx¢I}¢}Isxl�a,iliaFsaa}¢t IFI I.Ile en;¢s¢Idne@U¢E¢tfi}IE ill¢.d}t�fas}Tert.sl¢:e1e,k},Igantk sad,hns s}t¢s HiApd a80083 nESaJf NngratGe7erlsr All¢¢less::}quN•ICC nI°.cetmdre>ed Fa.¢;In}selak F¢iS pG*T«esl Stfgkt¢ixelenitSPrdG tYti9}NSFLf freidc}}:fEts{}nsa!,i8¢�e.iFFI dB¢ssfte rzsr¢wvl6es oa dlusAla:Las>0}s.aa,'s.0 N.jf c¢}}.e i¢ssUasfi;lnei.e}nss .51 St.Lucie Blvd. ¢9e*n}ieTr•!1?¢;¢¢iiu}sgekopn.¢v!au lrf<IErti}s}rsh}i lu fro;s DzC<e 67sisE ine 6.:Ri¢;6esi;'ass.¢}Lns<Meshp¢?:n!¢n,baltug AlaFBdi:}!'rcai n}R9;5eftETli. Fort Pierce,FL 34946 Copyrigh1�2016 A-I Rod Trasses-Arthonyi.T:.Nf.Ri,P.E.Repnduaiar althis document,in any hnm,is probibited Ohnnheminen permission from A-I Reof msas-Arahanyi.TamSa RI,R.E. Job Truss Truss Type aty Ply 3 Std Pac/6511 EL D A0070681 XSPVS6511 DX RG02 Flat Girder 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:13 2016 Page 1 I D:W?quLcr?Re?LfzLe98RjH4yHM91-1057KRCE?yEtD?R2EzXO8TOc3MTgaS2MCbIDBiyP WNi -0-6 4 5-3-0 0-6 4 5-3-0 1 x6= 3x3 11 2 6 7 3 T1 W1 ( W3 W2 - B1 8 5 2x4 11 4 4x8= -0-6 4 5-3-0 1 6-4 5-3-0 Plate Offsets(X,Y)- (4:0-34,0-2-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.03 4-5 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MSH Weight:80 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 3)Wind:ASCE 7-10;Vult=170m h(3-second BOT CHORD 2x4 SP No.2 p ( econ gust) WEBS 2x6 SP No.2*Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; W3:2x8 SP No.2,W2:2x4 SP No.3 h=25ft;Cat.11;Exp C;Part.Encl.,GCpi=0.55;MWFRS BRACING- (envelope);cantilever left and right exposed;Lumber TOP CHORD DOL=1.25 plate grip DOL=1.25 Structural wood sheathing directly applied or 5-3-0 oc 4)Provide adequate drainage to prevent water purlins, except end verticals. ponding. BOT CHORD 5)Plates checked for a plus or minus 0 degree Rigid ceiling directly applied or 10-0-0 oc bracing. rotation about its center. 6)This truss has been designed for a 10.0 psf bottom REACTIONS. (lb/size) chord live load nonconcurrent with any other live 1 = 830/0-4-12 (min.0-1-8) loads. 4 = 613/Mechanical 7) This truss has been designed for a live load of Max Uplift 20.Opsf on the bottom chord in all areas where a 1 = -826(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the 4 = -530(LC 4) bottom chord and any other members. Max Grav 8)Refer to girder(s)for truss to truss connections. 1 = 830(LC 1) 9)Provide mechanical connection(by others)of truss 4 = 613(LC 1) to bearing plate capable of withstanding 826 lb uplift at joint 1 and 530 lb uplift at joint 4. FORCES. (lb) 10)This truss has been designed for a moving Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 250.01b live located at all mid when shown. panels and at all panel points along the Bottom Chord, TOP CHORD nonconcurrent with any other live loads. 2-5=0/296,3-4=-498/489 11)Hanger(s)or other connection device(s)shall be BOT CHORD provided sufficient to support concentrated load(s)464 5-8=-460/517,4-8=-460/517 lb down and 462 lb up at -0-3-14,141 lb down and WEBS 237 lb up at 04-12,and 176 lb down and 241 lb up at 2-4=-309/292 2-4-12,and 303 lb down and 367 lb up at 4-4-12 on top chord. The design/selection of such connection NOTES- device(s)is the responsibility of others. 1)3-ply truss to be connected together with 10d (0.131"0")nails as follows: LOAD CASE(S) Top chords connected as follows:2x6-2 rows Standard t -9 staggered at 0-9 2x4-1 row at 0-9-0 oc,2x8-2 1)Dead+Roof Live(balanced):Lumber Increase=1.25 rows staggered oc. Plate Increase=1.25 Bottom chords connected ed as follows:2x4-1 row at Uniform Loads(plo Web oc. Vert:1-2=-70,2-3=-70,4-5=-20 Webs connected as follows:2x4-1 row at 0-9-0 oc. Concentrated Loads(lb) 2)All loads are considered equally applied to all plies, Vert:2ntrate L ads(l (B)6=-176(B)7=-303(B) except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B), unless otherwise indicated. - lY4ctgW.¢Sl�r»nihcpfFa lkt AE t'i lr2R3�fsd��ryA33t iipl$$�{0��'�:['}i�f!{'�T!(g'lj',if��r�Ig�iR.rftfr/2¢Fgb42Y>iifSFEffEC k373:tY{Yi�lt?ir2;igR TRipi�r{OtU.1IEli¢SsI.eP€c�9Q,L.riEPItBLt�tY1R°bll 5k�4udSflYl85btd#'n-trQ,�t U's6e¢-S.r¢s.5sati»td f74e6>ta it rrd.i!rTbs.e;.�Egi¢u y'f.!{ecg4Y .uet¢a¢7<rL4rres rsfaxur'asaR¢�¢'rs .d egi¢¢i s{ F.ri arykefrt a-t'`tx sixgi¢las¢¢¢1Nmt4frOr*lr,ata ltE 1,ikttsy.ns gke,trage£.ueuhgfsd - S,fiedLkt rMS¢EYE¢)gYdELSrif"�¢f:SEC21'YYg'�a�i¢p,p?CnLHti3iu Sv i:lir Rt$1Ar rtl I¢(M(3L.Y(A�ar,v a w eL t dgw¢il'Tr 111 rift dr'W IDW ti Ndfd3It xF3 L^.27 6 Ir�Sa�k �g:EtRS;-t�SK7[S Anthony� 'f.TQCib()I.1,P.E. r s g rn t #880083 rzd¢;snrr�rraa� l�xan¢ttm&rr�ar�g ¢s €rt-f:.a€s�c� s; FroExarr�uaw�¢ aaffrt¢�L�l rti.mw: ten.,, frgfsr�r,aa*rt.:n .rgsaR.rkdm ¢:r i ,�i¢.i:rk,:n�ydc�i�#i ud ete rti.F?¢fi�¢s 8nhr6;g¢r,¢ss6s 44.;1 SC,Lucie Blvd. P ¢i r I gxFr�¢e�a4a 9sk,.f¢g.ss�gaa�af.oss.tb:ai�¢rn draytli-},,,¢gAxmdn.c.mut�eedalF€E. r te•riNQ 2016 A-I Raai Imses-An1hr 1.lamb III,P.c iaradadan dihis dammeut in any Psm,is m bited.ir6oag Ilia vitiren emissgaat Fort Pierce,FL 34946 P!4 Y P Y' P P romA-IRactirassrs-AarbcaYl.Tan�ellLP.E a 6 Job Truss Truss Type Oty Ply Std Pac/6511 EL D XSPVS6511 DX V4 Valley 5 1 I A0070684 ce Job Referen o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s OSt,7.2015 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:13 2016 Page 1 I D:W?quLcO Re?LfzLe98 Rj H4yH M91-1 O57KRCE?yEtD?R2 EzXOBTOeHMVOaSd M Cbl D B iyP W N i 2-0-0 4-0-0 2-0-0 2-0-0 4.00 12 2 3 1 T 1 81 � a CZ io 0 3 2x4� 2x4 0 -12 4-0-0 1 -2 3-11-4 Plate Offsets(X Y)— (2:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-P Weight:9 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 7)Provide mechanical connection(by others)of truss BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 40 lb uplift at BRACING-TOP CHORD joint 1 and 40 lb uplift at joint 3. Structural wood sheathing directly applied or 4-0-0 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. (lb/size) 1 = 95/3-10-8 (min.0-1-8) 3 = 95/3-10-8 (min.0-1-8) Max Horz 1 = 8(LC 16) Max Uplift 1 = -40(LC 8) 3 = -40(LC 9) Max Grav 1 = 95(LC 1) 3 = 95(LC 1) I FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. iSvtex•timsE',xrs'pd;rt?Wit&t'A!t_'r."7tbS3('SEIIEt"kODAt i!£1lFSCQp:I-MtS[[.iit?(S7t07,S:3A1$".:uFsrilS'Pm.[zrt;fes4aprx'ats trl rtt£ednaNs?rtsC .raag[IPk;esd3s tC+ss,.t itrlrld,lktshnnt ileAlaSat sse Ese�:aszrsn s�nnt^'C-0.uf,+ "di;tte.'¢@a�ts sM."tnedtx C+t IG67tis nth.#nT?staat; :a[4eri.e.,'�tt�Sa;iS ief'�t setae tatiPprsr stb.zsxu}!zsdHsg>etntc¢attr aztdzi;ts�Zatfi'Fpkhehs.Mstf+tssxI111 riet;Wd rltww'atORI'':wlesig ns gttasfz et i'stks9:5iSh Anthony T.Tombo IiI,P.E. zdaer'lysin ituur;y3fr�ts-.n,tni2iicr>`Ct3+eg,nsCcctFs nr% tit;nter86-[a;esy:>r;,uteru'trtstlt7t,cCtta t§?Is,dlaLa;:a±eaw r141.Tut{prndz;Ltl.9ai ntEieH ttf t star=Csgir&s;s eP,elaf cesd�aeeg iltCbrhsr uu:eL:7t s! 80083 le Ea4e;ts«w,.cdCtmsCsr..kxnss9aztnPti;Surruiralset¢t@di rzasf¢tk Sd (. sa'rS.}tdrmmma t(Sn ahs33it;'.?ttad 5�bmief_rtts:3ksro^ahsea.Gi;uinct to rt�tts�.xnsu�3?iss atdtf zssGnj sz,iroelhs5a[a;WsrnCns l4•—:h1n?rsJcss 44551 St.Lae'se Blvd. clxarst A:aat§;tCt s3a eeigtra hm EnP(ich sardse4;Etl;ats huta6ptr%i A7 Aet wta;,ts�tm e L n 6t¢&5ittt;alcn`sai';E¢;,k&rEtA�cd astcraa>.stialF6f. { Fart Pierce,FL 34946 ZE [01,001 C 2916 A-1 Rooliaasts-dmhuyl.hmho llf,PL bprodarrm d1hisda—az t in oy tsr.,as ptokiba d.A ul]he xriren perm ssrar hOMA-1104 Irmo-Amhuyl.la 6r III,P.E I Ply S Job Truss Type Qty td Pac/6�511 EL D XSPVS651 I DY Valley 5�� 1 .(o.'i I A00706�85 Job�Reference(option�al) Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct I 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:14 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-VafVXnDsmGMkr9OFnh2dhgZ[zmqgJuOVRFVmj8yPWNh 4-0-0 8-0-0 4-0-0 4-0-0 4x4 4.00 F1—2 2 Tl-........... 9 ... --------------- ...... 3 ................ .......... ............ ............... ........... .......... ...........- 4 2x4 1.5x4 11 2x4 0 z�- 8-0-0 0--Dill 2 2 7-114 LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/deff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-P Weight:22 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.2 5)This truss has been designed for a 10.0 psf bottom OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads. TOP CHORD 6)*This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.0psf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at MiTek recommends that Stabilizers and required joint 1,75 lb uplift at joint 3 and 86 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 13417-10-8 (min.0-1-8) 3 = 13417-10-8 (min.0-1-8) 4 = 283/7-10-8 (min.0-1-8) Max Horz I = -24(LC 17) Max Uplift 1 = -72(LC 8) 3 = -75(LC 9) 4 = -86(LC 8) Max Grav 1 = 134(LC 1) 3 = 134(LC 1) 4 = 283(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-211/314 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. o.WA K""o.L-'m e-'-w e.'i.IT 0,uh Anthony T.Torbo IN,P.E. TNT'%o'h'EP"nvi 1'4"fll.ii 44551 St Lucie Blvd, Fort Rem 91his dow.ent,i.any rom,is 1he oeiren permissito hmA-I loot Trusses-Whenyl,Io4.III,?.L e,FL,349461 L' Job Truss Truss Type Qty Ply �Std Pac/6511 EL D XSPVS6511 DX V12 Valley 4 1 A0070682 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MTek Industries,Inc. Wed Oct 26 15:27:14 2016 Page 1 ID:W?quLcr?Re?LfzLe9BRjH4yH M91-VafVXnDsmGMkr90Fnh2dhgZigmlGJtBV RFVmi8yPW Nh 6-0-0 12-0-0 1 6-0-0 6-0-0 4x4= 4.00 F12 2 'II ST11 1 d o I 3x4 4 3x4 - 1.5x4 II 0- 12 12-0-0 0- -12 11-114 Plate Offsets(X Y)— (2:0-2-0 0-2-8) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:36 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live OTHERS 2x4 SP No.3 loads. BRACING- 6)'This truss has been designed.for a live load of TOP CHORD 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between they BOT CHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at MiTek recommends that Stabilizers and required joint 1,102 lb uplift at joint 3 and 186 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 193/11-10-8 (min.0-1-8) 3 = 193/11-10-8 (min.0-1-8) 4 = 525111-10-8 (min.0-1-8) Max Horz 1 = -39(LC 17) Max Uplift 1 = -97(LC 8) 3 = -102(LC 13) 4 = -186(LC 8) Max Grav 1 = 200(LC 19) 3 = 200(LC 20) 4 = 525(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-349/454 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. " rttr,.q•Hnstlra:p'Jgaerlesda'Slr7r RLS'zSl'SEtl7;tEXtrs([EW:B(UYItk775tESIcU{'€3Hr}:1698`.i."f�Fhss.ttt{ististFe^.e'tiialrttfrt:sotYt;nab:A�"s+.inriiC4;nitFt:st}.arLlnva0.tf.lh:ertt S6nitefnn rit.rs:43:finrse i}.^,l aSa T4,ul} W`el!a»}d.'ss:SST.kattdtsbe lt:4'rts.ffaHzt,r:h�nfequen{.t,t.}eGxR}ra{ea ssaa crtaarrren a>.:ep.;x, mxdu:nei!q umyttspaiarci to lieersytdGt iiay�tlrnst}:arEmett3Dnlr,rKn)iu.i4tcai;t tsi=e}ezc.�sssI .chc,si ;r Anthony T.Tombo III,P.E. al rtriidilnutuuri,IWrtt n:post3tcrs;tk)eur,daCeeetsu 'urlarmu6 r113 s��Sr nLtr�dena`p�if,3rtttt oenelmd ac bel-e}etd7it 1.raegrradd14e7:Dui I si&L :ur:ttll.tdkF.:e.t.lJa's2Tayu:rga,it tinuul .s ciauq a' .a�B83 ' tat str aA nn}(tcuthr t7mn:sort}mdrP.O¢!6!}ryJ:etsteFPrdiites>tac[eid ts7aYs.�}tda^,�mr,SfSrls:khfvtkr Lgttl St'J mtiduan.dfr}rral�}r;;tit}!9riarsfi�ntritsis.�:,itil d:4es u'fn iris^.tsrcr5 rrsis C? [trz<(FECiR:s 4,z tlnx.cdt53 4451 St'.Lucie Blvd. aRtrxf rdEha th}atalagte3n�iawnttr s6}az8es arahM.^class Dei yths'xatS'r ba 4s rrselvp:';tgr„s€nss�st:esh;iem dry is Far,kT,itpdatd E.Rf m t:t:al CiW41' Fort Pierce,FL 34946 toP7ri N C.2016 A-1 goal lows-Amb-aNy 1.Tombe111,P.F.Pe toduain d Ns dam.nt,in any ry is rohibitedQhuu the written FamissiontemA-liodlmsses-Amhea I.To koIll.. E I Job Truss Truss ussType Q ty Ply �Std Pac/6511 EL D XSPVS651IDX V16 Valley 3 1 A0070683 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:7.640 s Oct 7 2015 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:15 2016 Page 1 ID:W?quLcr?Re?LfzLeg8RjH4yHM91-znDtl7EVXZUbSJbRLOZtDu6nyA?V2JifgvEKGayPWNg 8-0-0 16-0-0 B-0-0 8-0-0 4x6 4.00 F1—2 2 ------------- ci -T1 ................... . ! --- STJ ............ ...... .......... • ............. 3 ........... ......... 6 -6 O M 4 M 1.5x4 11 0- 2 16-0-0 0_�fj 0 12 15-114 Plate Offsets(X,Y)— (2:0-3-0.0-24) LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-SH Weight:49 lb FT=0% LUMBER- TOP CHORD 2x4 SP No.2 5)This truss has been designed for a 10.0 psf bottom BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 chord live load nonroncurrent with any other live BRACING- loads. TOP CHORD 6)*This truss has been designed for a live load of Structural wood sheathing directly applied or:2-2-0 oc 20.Opsf on the bottom chord in all areas where a purlins. rectangle 3-6-0 tall by 2-0-0 wide will fit between the BOTCHORD bottom chord and any other members. Rigid ceiling directly applied or 10-0-0 oc bracing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 136 lb uplift at MiTek recommends that Stabilizers and required joint 1,143 lb uplift at joint 3 and 260 lb uplift at joint 4. cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 269/15-10-8 (min.0-1-8) 3 = 269/15-10-8 (min.0-1-8) 4 = 732115-10-8 (min.0-1-8) Max Horz I = -54(LC 13) Max Uplift 1 = -136(LC 8) 3 = -143(LC 13) 4 = -260(LC 8) Max Grav I = 279(LC 19) 3 = 279(LC 20) 4 = 732(LC 1) FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-487/576 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf,- h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.25 plate grip DOL=1.25 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. Anthony T.Tornbo 111,P.E. 80083 4451 St.Lude Blvd. Fort Pierce,EL 34946 .316 A-1 ROOMESS's-hih-Uy 1.I'Mo III,P.E. I Job Truss Truss Type City �Ply 3�Std Pac/6511 EL D XSPVS6511DX WG01 FLAT GIRDER 1 A0070686 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:16 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RznFyTF7ltcS4TAdv646m5e_uZIYnc4ouZ—toOyP WNf 3-1-9 6-1-7 9-1 4 12-1-1 15-0-15 18-2-8 3-1-9 2-11-13 2-11-13 2-11-13 2-11-13 3-1-9 Dead Load Deli.=9116 in I 4 6 11 3x1 = 3x1 = 2x4 II 7x �= 4 6= 1 3 4 1 5 6 4x10= T1 T2 2 4 4 I e c 22 13 23 24 12 25 26 11 27 28 10 29 30 9 31 32 o- a 14 4x8= 3x8= 2x4111 3x8= Sx12— 7x10= 7x10 MT20HS= — 3-2-12 6-1-7 9-1-4 12-1-1 , 14-11-12 18-2-8 3-2-12 2-10-11 2-11-13 2-11-13 2-10-11 3-2-12 Plate Offsets(X Y)— [2:0-3-8 0-1-8] [5:0-3-12 0-4-8] [6:0-3-8 0-2-0],[8:0-6-0,0-4-81,[9:0-3-8,0-1-8],[12:0-5-0,Ed'ge],[13:0-3-8,0-2-0],[14:0-5-0,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.38 11 >550 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.78 11 >270 240 MT20HS 1871143 BCLL 0.0 * Rep Stress Incr NO WB 0.85 Horz(TL) 0.14 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:358 lb FT=0% LUMBER- TOP CHORD 2x6 SP 240OF 2.0E*Except* 11)This truss has been designed for a moving BOT CHORD 2x6 SP 240OF T2:2x6 SP WEBS concentrated load of 250.01b live located at all mid 2.0E 2-14=-16048/5758,2-13=-2151/6081, WEBS 2x4 SP No.2*Except* 3-13=-14429/5610,3-12=0/431, panels and at all panel points along the Bottom Chord, W1:2x8 SP No.2,W3:2x4 SP No.3 3-11=-1401/4411,4-11=-2880/1029, nonco icurrent with any other live loads. BRACING- 5-11=-1 66414907,5-1 0=-1 321802, 12)Hanger(s)or other connection device(s)shall be TOP CHORD 5-9=-12700/4702,6-9=-1566/4426, provided sufficient to support concentrated load(s)502 Structural wood sheathing directly applied or 4-7-5 oc 6-8=-17330/6280 lb down and 434 lb up at 0-3-10,182 lb down and 220 purlins, except end verticals. lb up at 1-0-0,176 lb down and 215 lb up at 3-0-0, BOT CHORD NOTES- 290 lb down and 216 lb up at 5-0-0,3605 lb down and. Rigid ceiling directly applied or 10-0-0 oc bracing. 1)3-ply truss to be connected together with 10d Ib up at G 1557 lb down and 804 lb up at 8-2- (0.131"x3")nails as follows: -2-0,1558 Ib do lb wnwn and 793 lb up at 10-2-0,1558 lb down and 785 lb up at 12-2-0,1561 lb dawn and 772 REACTIONS. (lb/size) Top chords connected'as follows:2x8-2 rows 14 = 8032/0-7-4 (min.0-2-5) staggered at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 lb up at 14-2-0,1651 lb down and 798 lb up at 16-2-0 8 = 9414/0-7-4 (min.0-2-10) oc. and 182 lb down and 220 lb up at 17-2-8,and 371 lb Max Uplift Bottom chords connected as follows:2x6-2 rows down and 287 lb up at 17 at 3- -0 top chord,and 14 = -3156(LC 4) staggered at 0-9-0 oc. 105 lb down and 1,3 lb up at n and 105 lb down and 8 = -3609(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc. 7-0 I, up at 5-0-n and lb down and 9-0 I,u1 l Max Grav 2)All loads are considered equally applied to all plies, 7-0-0,319 Ib down and 105 lb up at 9-0-0,319 lb 14 = 8267(LC 21) except if noted as front(F)or back(B)face in the down and 105 lb up at 11-0-0,319 lb down and 105 lb 8 = 9414(LC 1) LOAD CASE(S)section.Ply to ply connections have up at 13-0-0,and 319 lb down and 105 lb up at been provided to distribute only loads noted as(F)or, 15-0-0,and 319 lb down and 105 lb up at 17-0-0 on FORCES. (lb) 3) bottom chord. The design/selection of such unless otherwise indicated. Max.Comp./Max.Ten.-All forces 250(lb)or less except 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) connection dlevice(s)is the responsibility of others. when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; TOP CHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS LOAD CASES) 1-14=-1366/699,1-15=-1774/617, (envelope);cantilever left and right exposed;Lumber Standard 2-15=-1774/617,2-16=-16505/5912, DOL=1.25 plate grip DOL=1.25 1)Dead+Roof Live(balanced):Lumber Increase=1.00 3-1 6=-1 6505/5 61 2,3-1 7=-33341/1 241 1, 4)Provide adequate drainage to prevent water ,PIP], In Roof Live (balanced): 4-17=-33341/12411,4-18=-33341/12411, ponding. Unifrm Loads(plo 5-18=-33341/12411,5-19=-17932/6510, 5)All plates are MT20 plates unless otherwise Vert:1-7= 6-19=-17932/6510,6-20=-1994/735, indicated. 210,8-14=-20 20-21=-1 9941735,7-2 1=-1 9941735, 6)Plates checked for a plus or minus 0 degree Concentrated Loads(lb) 7-8=-1631/782 rotation about its center. Vert:1=-450(B)7=-214 2=-176(B)13=-214(B) 3=-2843 1I1=-137(B)5=-1558 9=-137(B)15=-182 BOT CHORD 7)This truss has been designed for a 10.0 psf bottom 16=-290(B)17=-1557 18=-1558 19=-1561 20=-1651 14-22=-5912/16505,13-22=-5912/16505, chord live load nonconcurrent with any other live 13-23=-11112/29736,23-24=-11112/29736, loads. 21=-182 29=-137(2B4)32=-137(B)=-137(B)25=-137(B)28=-137(B) 12-24=-11112/29736,12-25=-11112/29736, 8)*This truss has been designed for a live load of 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab. 25-26=-11112/29736,11-26=-11112/29736, 20.Opsf on the bottom chord in all areas where a Attic Storage+0.75 Attic Floor:Lumber 1 1-27=-1 0 86 9/29 705,27-28=-10869/29705, rectangle 3-6-0 tall by 2-0-0 wide will fit between the Increase=l 00,Plate Increase=1.00 10-28=-10869/29705,10-29=-10869/29705, bottom chord and any other members. 29-30=-10869/29705,9-30=-10869/29705, 9)Provide mechanical connection(by others)of truss Uniform Loads Vert:1-7=-230, -1 8-1 4=-20 9-31=-6510/17932,31-32=-6510/17932, to bearing plate capable of withstanding 31561b uplift 8-32=-6510/17932 at joint 14 and 3609 lb uplift at joint 8. Concentrated Loads(lb) WEBS 10)Load case(s)2,14 has/have been modified. 2-14=-16048/5758,2-13=-2151/6081, Building designer must review loads to verify that they Continued on page 2 are correct for the intended use of this truss. Weanf-flaasrtkanryklprar!ax foe El lfl;`7Caf3;k13`.S[63l1IWSi:7eDIQli rJftOflj 1,TSS!CA;d[EQSLL:ATIxa.(nitl!¢;ipp.acrtirs selreel eeksu�'t rrtst Cesip 6Y[efi;(I[4jml6eleAapl.liaEr©;fLle!z;n;aSi°}:Galxe oa Csl:is a#naise s!defmlEe l2Q,ulp tLTattamtiv+¢des skllfersed!m'Ce iCCtaleed:l.ltrtra:.Oas.se Fgntnlis,ffemhrsliaa=.'eQa:mra vry'iQD sysems®acaptttedti;tu�aiaadettiaasugresganG�gfit 9c lesi�dbktia;'z itas;fepil4il rvlQDadf.acin lfN.(Ga kslpma:sru;lnia;sr6'Gaes,ailsG'ap Anthony T.Tornbo III,P.E. snag atLasa cglailxls Qe snfatsG-rydk Dnn,to Dwrt:tso larsae r3 snnat f[;Da: n,ia u ed zll.,&rlxu/to lars T*Ifep saf alitl 1. eR:trda Ue PQai a fi:(dnra!tlrTn;delh;nTm stae{e,ie.!mm�limxe sidle ken psa i40 ra! ay 80083 Ike Br,IropQ:nss cd la:!edrc FQaies saltdntulDDad3e;anre>aa(�zlnes el�ladL;Gcrctsl Sf<hldaratlna,i(fQrd6!<!!r lSECA DK relnea:el,Y.pvrc�i3:ce.Ittli�itntia rtsf tartilt!es rnlGtiasdL..L:s>A.sxtn,:ns h aas'jttnerfinss Ycnfi:lrtn.otlas 4451 St.Lucie Blvd. artn-.iss ieht?9i;a:xQZAagclgnfia!a;rsi!afpttiesfinfrd lia frrs Qesn N7�at is E�ilk Earllit;Oesl;xt.nLsssf;slrx Ffc.ne's h:lfia].lAE:a;Cd¢si lnis ns rs!dne!!t iifl. CD PY+i9ht 7d16A-IRaaikusses-Aahoa T.TmbIII,PI, ptniudlandihisdotement.in any form,is prDhibitedwishouilewrtten persaissiar.from m 11 ha III,Pf Fort Pierce,FL 34946 Ezt i [oSb Truss Truss Type Qty Ply Std Pac/6511 EL D PVS6511DX WG01 FLAT GIRDER 1 A0070686 3 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 is Aug 31 201a MiTek Industries,Inc. Wed Oct 26 15:27:16 2016 Page 2 ID:W?quLcr?Re?LfzLe98RjH4yHM91-RznFyTF71tcS4TAdv646m5e_uZIYncAouZ tooyPWNf LOAD CASE(S) Standard Concentrated Loads(lb) Vert:1=-389(B)7=-181 2=-1 55(B)13=-1 89(B) 3=-2527 11=-120(B)5=-1384 9=-120(B)15=-158 16=-257(B)17=-1383 18=-1384 19=-1387 20=-1466 21=-158 24=-1 20(B)25=-1 20(B)28=-1 20(B) 29=-120(B)32=-120(B) 14)Dead+Uninhabitable Attic Storage:Lumber Increase=0.90,Plate Increase=0.90 Fill.metal=0.90 Uniform Loads(plf) Vert:1-7=-210,8-14=-20 Concentrated Loads(lb) Vert:1=208(B)7=-84 2=92(13)13=-113(B)3=-1579 11=-69(B)5=-862 9=-69(B)15=-83 16=-158(B) 17=-862 18=-863 19=-864 20=-913 21=-83 24=-69(B)25=-69(B)28=-69(B)29=-69(B)32=-69(B) Ntzn7-flnse 8encxltir 'fle Sligo'dQSt3�5�13refa3'}t1LlSEJSCTiCY'1S`.OY'tL'FY;Ak'E7fi FO st ETisw.l�Stleudry #s t dedx trt C p➢rtxwyRt xlt1415 it iaztf m,7ldtF fart51 T Infud! l kiSW enr FLTeif srpinaseals et m,ag1,11n;tSstinn,e altim,yil�.it:trsss r n Ott fla,4 assmnsral�s dti f v levy mis..;�.t gEx'htfs;yeim -tl rt Et7apsehelgaedr.tsenitll acsr-,c:.or•e Isnnl rf�urc, n,;ar AnthonyT.Tombo III,P.E. dua.isn<r<ynwu�a�e..n,ac u etd mmtwye ¢n,r+e�nn a+Irst,c uWl�i idq� tRILRepf,ndGe00nt tfia net,swefewg�itwgsmq ,1sw nitn+ssaLttaunlptnWind 8t683 ' It BitfciC ugs iffaAetln.StleFlessi to fl.IOanftelrtt1n,eetriair�stit5.! 6ciftslSfnt^+^•ehraiFffprdRtatFrtflntSYiAn I .eElxpase�reilnxe 141iefi t6ensrnsvlr..nastddesellS:Inr.O:s:n,issss6:s�itsgsinntlnnttatnersr.tdess 4451 St.Lucie Blvd. (k rm flMisliYe.Osnalf;sndVln k si M t,mI rn:aea 1st6ei lks Ir's,NA.Eiji-IS E Ith 1Ahggtslntf,er11m 5tsttsrtfbw etnftrliall All micdeai!ns;m nIfid a in l. Fort Pierce,FL 34946 alibis domment,in any lorm,isprah?iledwhbouibeeniffenpermissinr:hemA-1laof russas-Aat6anyL Taman ill,P.I. w i I. Job Truss Truss Type dry Ply Std PaC16511 EL D XSPVS6511DX WG02 FLAT GIRDER 1 A0070687 3 Job Reference o tional Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Wed Oct 26 15:27:17 2016 Page 1 ID:W?quLcr?Re?LfzLe98RjH4yHM91-w9KeAoF12BkJidkpTpbLJJ B8Bziq W1?y7DjQKTyPW Ne 3-2-12 6-2-0 9-1-0 12-0-0 15-2-8 3-2-12 2-11-4 2-11-0 2-11-0 3-2-8 Dead Load Defl.=5/16 in 7.8— 2x4 I I 3x 2= 2x4 I I 5x14 4 6= 1 1 1 3 1 4 1 i 5 1 1 6 Ti I W W3 4 W5 W 3 7 W W1 Ul 61 � 6 86 66' 19 11 20 21 10 22 23 94x12= 24 25 8 26 27 12 4x16= 2x4 11 2x4 11 7 3x8 11 7x10= i 3-2-12 6-2-0 9-1-0 112-0-0 15-2-8 3-2-12 2-11-4 2-11-0 12-11-0 3-2-8 Plate Offsets(X,Y)— [1:0-4-0,0-4-4],[5:0-6-8,0-2-121,[7:0-5-0,0-4-8),[9:0-2-0,0-2-01,[11:0-8-0,0-2-4),[12:0-4-8,0'1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.26 9-10 >679 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.46 9-10 >383 240 BCLL 0.0 ' Rep Stress Incr YES WB '1.00 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-MSH Weight:301 lb FT=0% LUMBER- TOP CHORD 2x6 SP No.2 10)This truss has been designed for a moving BOT CHORD 2x6 SP 240OF 2.0E WEBS concentrated load of 250.OIb live located at all mid WEBS 2x4 SP No.3*Except* 1-1 1=-5787/12668,2-11=-745/91, W1:2x8 SP No.2,W2,W8:2x4 SP M 30 3-11=-10837/5042,3-10=-695/1200, panels and at all panel points along the Bottom Chord, W5:2x6 SP No.2 3-9=-1203/325,4-9=-2023/629, nonconcurrent with any other live loads. BRACING- 5-9=-3078/6826,5-8=-297/441, 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)502 TOP CHORD 5-7=-15614/7093 lb down and 434 lb up at 0-3-10,182 lb down and 220 Structural wood sheathing directly applied or 2-2-0 oc lb up at 1-0-0,176 lb down and 215 lb up at 3-0-0, purlins, except end verticals. NOTES- BOT CHORD 1)3-ply truss to be connected together with 1 Od 290 Ib down and 216 Ib up at 5-0-0,2783 Ib down and Rigid ceiling directly applied or 10-0-0 oc bracing. (0.131"x3")nails as follows: 1279 lb up at 6-2-0,1214 lb down and 641 lb up at Top chords connected as follows:2x8-2 rows 8-2-0,1211 lb down and 626 lb up at 10-2-0,1218 lb REACTIONS. (lb/size) staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 down and 03 lb up at 12-2-0,2315 lb down and 1061 12 = 6321/0-7-4 (min.0-1-12) oc. lb up at 13-2-13,and 182 lb down and 220 lb up at 7 = 8675/0-7-4 (min.0-2-6) Bottom chords connected as follows:2x6-2 rows 14-2-8,and 367 lb down and 285 lb up at 14-10-14 on Max Uplift staggered at 0-9-0 top chord,and 1192 lb down and 789 lb up at 5-0-0, 12 = -3001(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc, 425 lb down and 0,a lb up at 7 own 425 lb down and at 7 = -4031(LC 4) 2x6-2 rows staggered at 0-9-0 oc. 378- a d 25 lb and an lb down and 378 lb up n Max Grav 2)All loads are considered equally applied to all plies, 11-0-0,and 425 lb down and 378 lb up at 13-0-0 on 12 = 6334(LC 20) except if noted as front(F)or back(B)face in the bottom chord. The design/selection of such 7 = 8675(LC 1) LOAD CASE(S)section.Ply to ply connections have connection device(s)is the responsibility of others. been provided to distribute only loads noted as(F)or, FORCES. (lb) (B),unless otherwise indicated. LOAD CASi(S) Max.Comp./Max.Ten.-All forces 250(lb)or less except 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Standard when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; 1)Dead+Roof Live(balanced):Lumber Increase=1.00 TOP CHORD h=25ft;Cat.11;Exp C;Encl.;GCpi=0.18;MWFRS Plate Increase plo 1-12=-5894/2869,1-13=-12740/5808, (envelope);cantilever left and right exposed;Lumber Uniform Loads(2-13=-12740/5808,2-14=-12740l5808, DOL=1.25 plate grip DOL=1.25 Vert:1-6=L210,7-1 7-12=-20 3-14=-12740/5808,3-1 5=-2 1 9 7211 01 7 0, 4)Provide adequate drainage to prevent water 4-1 5=-21 9 72/1 01 70,4-16=-21972/10170, ponding. Concentrated Loads(lb) 5-16=-21972/10170,5-17=-1730/777, 5)Plates checked for a plus or minus 0 degree Vert:1=-450(F)6=-212 2=-176(F)3=-2201 17-18=-1730/777,6-18=-1730/777, rotation about its center. 9=-329(F)5=-1218 13=-182 14=-290(F)15=-1214 6-7=-19431954 6)This truss has been designed for a 10.0 psf bottom16=-1211 17=-2315 18=-182 21=-fi68(F)22=-329(F) BOT CHORD chord live load nonconcurrent with any other live j Dead 0.7 Roof Live 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor: 12-19=-458/1079,11-19=-458/1079, loads. i Lumber Increase=1.00,Plate Increase=1.00 11-20=-10471l22672,20-21=-10471/22672, 7)`This truss has been designed for live load of Uniform Loads(plf) 10-21=-10471/22672,10-22=-10471/22672, 20.Opsf on the bottom chord in all areas where a Vert:1-6=I 17-12=-20 22-23=-10471/22672,9-23=-1 04 711226 7 2, rectangle 3-6-0 tall by 2-0-0 wide will fit between the 9-24=-7327/16147,24-25=-7327/16147, bottom chord and any other members. Concentrated Loads(lb)Vert:1=-389(F)6=-180 2=-155(F)3=-1955 8-25=-7327/16147,8-26=-7327/16147, 8)Provide mechanical connection(by others)of truss 26-27=-7327/16147,7-27=-7327/16147 to bearing plate capable of withstanding 3001 lb uplift 9=-291(F)5=-1082 13=-158 14=-257(F)15=-1078 WEBS at joint 12 and 4031 lb uplift at joint 7. 16=-1076 17=-2056 18=-158 21=-586(F)22=-291(F) 1-11=-5787/12668,2-11=-745/91, 9)Load case(s)2,14 has/have been modified. )Dead 1 u ber In rea 3-11=-10837/5042.3-10=-695/1200, Building designer must review loads to verify that they 14)Dead:Lumber Increase=0.90,Plate Increase=0.90 3-9=-1203/325,4-9=-2023/629, are correct for the intended use of this truss. Pit.meta1=0.90 5-9=-3078/6826,5-8=-297/441, Uniform Loads(plf) Vert:1-6i-210,7-12=-20 Continued on page 2 Concentrated Loads(lb) 'da2ut-Fitnu MenrFllrrzY.e:tle'A1 iCCi ACSSB�Yi`J3riE&3{tl'.lY.fe(OSOIIIC%i(Jf?CYi7bY'tl`t:t1RCSi[CSViFT hu fed(higt�a^dea vet reel eo4srttss lnss Cesi;eCrteuy;R;j.�llleftfmrl.Iixka�;tf.ItCsn;t 353!Eeirtan_r<Itis ettaise:2fel to @e Ra,svtt wtt,mar;lntss3tnacetelrm<'acultet�asTrasos [tq �li:,sre;:tert�i-�a xi ap'o;rqa:w:�tctt7aedwFtcutaelatrntugtt: :suPte,xr,ydmedntst�tEaanrxtoeedt.tteatru.cvttf�nt�lrw�,taswadrte Anthony T.Tombo III,P.E. ai ntdfx.,iussia-mp tHP�r B i tltpdkCe,P.xC.usys7Atmdt3t2ul5 L,IC aO Tee,nde tsded t(ik IIL'ie lCallxlrllSs ltrugcoi veliNt ite envt ldltetCgnrrsyfiN std6ti["d e"gkditr3 slxeie,usid.h iFe>,esiz.Istx rt-ttn,rartgd =80083 tler,ltlump il... 4451 St.Lucie Blvd. m ODe etNrlrsradsNarsdepr vtru lrfl toms ftulni.tvt Inst 1101,bpwis MIA,t'tiq Cestgsu.nTtvss<vstas 51m degtelrag.All agCdvd lvrmn Mid Rim Fort Pierce,FL 34946 (oprright0206 A-1 RaolLusus-kihnyiJass5v ill,P.E.Repmdvdivv vithis dDs.—D,inony farm,isprvhiRitedwithautthetsitten petmissiavlma A-1 RaafFmsss-AnihanyLl Etz ioill;P.E. Job Truss Truss Type Qtv Ply �Std Pac/6511 EL D XSPVS6511DX WG02 FLAT GIRDER 1 A0070687 3 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@al truss-corn Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:17 2016 Page 2 ID:W?quLcr?Re?LfzLe98RjH4yHM91-w9KeAoF12BkJidkpTpbLJJ B8Bziq W 1?y7DjQKTyPW Ne LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:1=-208(F)6=-84 2=-92(F)3=-1219 9=-175(F) 5=-673 13=-83 14=-158(F)15=-671 16=-669 17=-1278 18=-83 21=-340(F)22=-1 75(F)25=-1 75(F) 26=-175(F) 7faifg-Flee dn[f}Irre.Rn 4�e'Ad IP::t1L5f3;'i�j^,.SEC3At f14f 5:J5CInPeinn'PNs"t6T:Pj:(fiff9¢�'iERiN[Fi'fua Ierttas:ip pmr.?tus seE r¢ei ce4¢n^d:Ge¢s Ce!ilrNeeu3;lOC)at!U¢4chaar LI¢ate IC;P.f.Idz�n;c Sie;!Eetue re.L'elc:s e'fsr•ise;al!/u @e tCP,eflp t+a.Era¢WPIZI'dkssafi e£wtP i,e.c As r Anthony T.Tombo III,P.E. nErse£(fa,T¢[!s(!¢mt r¢�r (E r:mLrf}t P r e.f¢! at t¢g!�!¢n s,(mlP s,�,d�!£nlrsfn¢nede ltt !x( 1 ar¢I<�aeralt.r¢Fl:[.I�eeronae!nreene:eruf r,amat ntE£u[g!wr.E¢,ut.I ek esSd.LP¢f�fa!mPaya :i 80083 ' IhBsI(e=P!S�YGS(lnl.lfr APts1ls S4f eFlRISEC ft'Ee 1¢tCi[f, Igr:e h9Sfflh.r[IS t(1"�fRl f)!!ht�fl Iwn r(ffl{C E£!11 FSfI(.f cerll Eix jx iifell3A!INIf.'-PA¢SPt ffSt[aS�vTM1e38➢l C+.hesf111?I¢l;,P:3.'!'23r r�!5 §e�:Yfeflil l.E!S ML!iFtd[r¢¢;t11¢35 4451 St.Lucie Blvd. ftlrmsf i¢6r9Wt(a¢AsA ageeE epels mGrslrcl gmties lnrtnl.Suk,s gesu Eegaf¢hf-!tl¢E¢ilLag Pesl;xuTln.S(;t£z GSrna!¢:b,lllsg.JlmyadcaE�a.;oars E�f!leT41 Fort Pierce,FL 34946 (oppight 0 2016.41 RaalTmssas-dathany l.Tcmho ill,F.E.Raptodustiaa at this domment,in any form,is pruhi had wiihoutt6e minen permission from 4-I Rcof frnssas-4xfiony L Icmho ill;P,F- I c Job Truss Truss Type Oty Ply Std Pac/6511 EL D XSPVS6511DX WG03 FLAT GIRDER 1 A0070688 2 Job Reference(optional) Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Wed Oct 26 15:27:17 2016 Page 1 I D:W?qu LCRRe?LfzLe98 RjH4yH M91-w9KeAo Fl2B kJ idkpTp bUJ BJ2zrhW G dy7Dj O KTyP W Ne 2-0-4 2-0-4 1 6 22x4 11 x - T1 Ci W1 ` W1 W2 .................... 6 I 2x4 i 4 3 3x6= I 2-0-4 2-0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.00 34 999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 34 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:27 lb FT=0% LUMBER- TOP CHORD 2x4 SP N6.2 BOT CHORD 2x4 SP No.2 6)Concentrated loads from layout are not present in WEBS 2x6 SP No.2*Except* Load Case(s):#101 1st Moving Load;#201 2nd W2:2x4 SP No.3 Moving Load;#301 3rd Moving Load. BRACING- 7)This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live Structural wood sheathing directly applied or 2-0-4 oc loads. purlins, except end verticals. 8) This truss has been designed for a live load of BOT CHORD 20.Opsf on the bottom chord in all areas where a Rigid ceiling directly applied or 10-0-0 oc bracing. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. REACTIONS. (lb/size) 9)Refer to girder(s)for truss to truss connections. 4 = 314/Mechanical 10)Provide mechanical connection(by others)of truss 3 = 232/0-5-0 (min.0-1-8) to bearing plate capable of withstanding 117 lb uplift at Max Uplift joint 4 and 25 lb uplift at joint 3. 4 = -117(LC 4) 11)Load case(s)2,14 has/have been modified. 3 = -25(LC 4) Building designer must review loads to verify that they Max Grav are correct for the intended use of this truss. 4 = 398(LC 16) 12)This truss has been designed for a moving 3 = 398(LC 17) concentrated load of 250.01b live located at all mid panels and at all panel points along the Bottom Chord nonconcurrent with any other live loads. Maxx..Comp./Max.Ten.-All forces 250(lb)or less except 13)Hanger(s)or other connection device(s)shall be when shown. provided sufficient to support concentrated load(s)186 TOP CHORD lb down and 217 lb up at 0-8-0 on top chord. The 1-4=-298/124 design/selection of such connection devices)is the responsibility of others. NOTES- 1)2-ply truss to be connected together with 10d LOAD CASE(S) (0.131"xY)nails as follows: Standard Top chords connected as follows:2x6-2 rows 1)Dead+Roof Live(balanced):Lumber Increase=1.00 staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Plate Increase=1.00 Bottom chords connected as follows:2x4-1 row at Uniform Loads(plf) 0-9-0 oc. Vert:1-2=-210,3-4=-20 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, Concentrated Loads(lb) except if noted as front(F)or back(B)face in the LOAD Vert:5=-186 CASE(S)section.Ply to ply connections have been 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor: provided to distribute only loads noted as(F)or(B), Lumber Increase=1.00,Plate Increase=1.00 unless otherwise indicated. Uniform Loads(plf) 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert:1-2=-230,34=-20 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; Concentrated Loads(lb) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Vert:5=-161 (envelope);cantilever left and right exposed;Lumber 14)Dead:Lumber Increase=0.90,Plate Increase=0.90 DOL=1.25 plate grip DOL=1.25 Pit.metal=0.90 4)Provide adequate drainage to prevent water ponding. Uniform Loads( lo 5)Plates checked for a plus or minus 0 degree rotation Vert:1-2=-210,3 4=-20 about its center. Concentrated Loads(lb) Vert:5=86 Is9irxg flefss�r'=h retire Ese F Trls4ivwfptil0'p ESaCisE iEkilE(D4'(it7s5 ti'i Ns"€I!0'iS:FR7&:'.�`E31iSf'haa,ifr'.les;ipsr,,,Ytf eH«ftalssie D,s ifefs C'A n�a ijCt'eal;tf MSas p�i,L.UtneenSDrtlEefi«fse Mne eS.fc�e�fia2a iG6,air pi'fFu tlMpSf.t-kiasv'hffitlL.teif ln`Fi.l;sHst:e:ga Eepta ytLSpecniy efrx ern.f ns.fswrlDPrrnesm:of sp!szfabsrfhn efei tr{nfnap:rfp :iiCs fa Gref;+jsdke m;isirnfp Erd L•tT'.6sxlr,xlfrlpH,'srGspsnsxpa:,lia+,:p m,6'se„fa164V1p Apthony T.Tombo III,P.E. SdtlfklifT t5f3ML::irApn`}f:riefijCn!a(C�tik(;peGeftrf tiKl Jtlijtd trlS¢r t`3j:felp3F.le eatf3�fil Yljt rr,eM�.Rt[!?IPtti li ilej 46:e S1i 1fI I.rHip}tfiEf dlSel:DfN tR(5tid d l 6aticnpS a«en p,'f9l7sixillaq vseCle 4efr�c:..u:ere {80083 3tl tup e,i�rrelCaaihr S7.,tssnsa¢teP.O¢ffssprsxus¢t p^s><'mes>'tieFalyCf pa S Jy tCxx stCr pfjtisa�dkp'.Pifsi S&7 of rehteevdpsrpeN alisa tiiT lP.¢fs3f«spas,6:c,rfe!{ah.ss!@eLassD¢;fr,bass Dfs.a[epz?'r¢fife:sk srtns.affss 4451 St.Lucie Blvd. f:Saria#h¢d its RPxlrgftl gisEr�ryEptrpeihnYsi!r7„tipetu Desi}ih�aesis ND.34 Gsfup;ftfRr><,t Tassnshq¢plsed¢rkertirl A2 npdsntltf wsttt si d=at7alpkl. Fort Pierce,FL 34946 Co E hov2D1AA-TRaatLesses-Amhcc 1.Tomhe111,P.E.is mdu¢:andihisdammeaLinan r6m,is rohNitd.itheattheariften eleissianhanA4Nfirassas-Anthee9.TmhhoIII:P.E PY'9 r v t- P P t ®1 RUUF U J1 FLORIDA CORPOR1-1TIf7N Important Notes / Please Revinew Mov t® Truss Installation: 1) Trusses are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007; WTCA 1-1995—"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and 'SCSI 1-03 Guide to Good Practice For Handling, Installing,& Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design,connection,material,and labor by others.. 3) Truss designs are for an individual component,not for a truss system. Reactions and uplif s may vary from building f I' designers calculated loads. The building designer is ultimately responsible or clarifying any discrepancies. 4) If provided by truss manufacturer,any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts,and bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by truss manufacturer. 5) Unless specified,roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces,adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts,electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified,valley framing design,connection,material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10)Trusses are not designed to carry the chimney,cupola,steeple,or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer Connection of structure to trusses must be provided by the building designer. 1 1)The specific engineered truss drawings are subject to other terms,conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2)Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel,equipment,whether temporary or permanent,are not allowed unless specified on sealed engineered_drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd.,Fort Pierce,FL 34946 772-409-1010 Office 772-409-1015 Fax •:-• www.Altruss.com w " STRUCTURAL I, CONNECTORSSo ? A wer company Hangers Allowable Load(lbs) DF=L/SP LSL LVL PSL SPF I-JOIST USP 160°la Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 160% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 - - (4)-10d(Header) FL821.39, (2)-10d(Joist) 11- 0510.01, RR 25779 LUS24 670 765 823 490 - - - - _ (4)-lod(Header) .. (2)-lod(Joist) T2 JUS26 1881, 850 975 1060 1115 (4)-10d(Header) (2)-10d(Joist) FL821,42, ' 11- 0510.01, RR 25779 LU526 865 990 1070 1165 - - - - _ (4)-10d(Header) (2)-10d(Joist) T3 MSH422 1831, 2025 2025 2025 (22)-10d(Face-Face Max Nailing) FL822.36, (6)-10d(Face-Top Max Nailing) 08- (6)-10d(Joist-Face Max Nailing) 0303.06, (6)-30d(Joist-Top Max Nailing) RR 25836 (4)-10d(Top-Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - - _ (6)-16d(Carried Member-Face Mount) (6)-lod(Carried Member-Top Flange) (22)-I6d(Face.-Face Mount) (2)-16d(Face-Top Flange) (4)-16d(Top-Top Flange) THA1422 1835 1835 1835 - - - - - (2)-10d x 1.112 or 2-10d x 1-112(Corried Member) (20)-10d or(2)-lod(Face) .j (4)-lod(Top) T4 THD26 1781, 2485 2855 3060 2170 (18)-16d(Face) FL1328535, (12)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 - - - _ _ (11)-10dx1.112(Carried Member) (20)-10d x 1-112(Carried Member-Max Nailing) (20)-16d x 1-V2(Carrying Member) .. (20)-16d x 1-112(Carrying Member.Max Nailing) a USP STRUCTURAL. CO N N ECTOW A.MITek'company Hangers Allowable Load(Ibs) DF-L/SP LSL LVL PSL SPF I-JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule TS THD26-2 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12)-10d(Joist) 06- 0921.05, i RR 25843 i 13116-R HHUS26-2 2785 3155 3405 1550 - - - - (14).16d(Face) I (6).16d(Joist) HTU26.2 2940 3340 3600 2175 - - - - (20)-10d(Carried Member-Max Nailing) (20)-16d(Carrying Member-Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(Face) FL13285.35, (16)-10d x 1-1/2(Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 - - - (26)-10dx1.112(Carried Member-Max Nailing) (26).16d(Carrying Member-Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- - -------- --- -0921.05 - --- - - — -- --- RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 - - _ (221-16d(Face; (8)-16d(Joist) HTU28.2 3920 4340 4680 3485 - - - _ _ (26).10d(Carried Member-Max Nailing) (26)-16d(Ccrrymg Member-Max(Tiling) T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face) FL13285.35, (12)-lod(Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 1550 - - - - (14)-16d(Face) (6).16d(Joist) I STRUCTURAL. CONNECTORS' j A Maek'Company Hangers Allowable Load(lbs) DF-L/SP LSL LVL PSL SPF I-JOIST USP 160% I Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - - (28)-16d(Face) FL13285.35, (16)-10d(Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - - - _ (22)-16d(Face) (8J-16d(Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 13116-R H6US26-2 4355 4675 5230 2155 - - - - (20)-16d(Face) (8)-16d(Joist) :i T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face) FL821.75, (8)-10d(Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 S230 2155 - - - - _ (20)-16d(Face) (8).15d(Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36)-16d(Face) FL821.77, (10)-16d(Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 - - - - (36)-16d(Face) (22).16d(Joist) i T13 THDH28-3 1881, 6770 7785 8025 2665 (36)-16d(Face) FL821.75, (10)-16d(Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7450 7460 3235 - - - _ _ (36)-16d(Face) (12)-16d(Joist) i 1 I I ----------• - — ----.._._. '-..— -: :.. — ---------- -- ----:....._.-._..._...._..... .- e� ,7 US P STRUCTURAL CONNECTORS" K MOW Company Fastener Comparison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Req fired Fasteners (4)-lod(Header) (4)-10d(Header) T1 JUS24 LUS24 (2)-lad(Joist) (2)-lad(Joist) T2 JU526 (4)-10d(Header) LU526 (4)-Ind(Header) - (4)-lod(Joist) (4)-Ind(Joist) (22)-10d(Face-Face Max Nailing) (6)-16d(Carried Member-Face Mount) (6)-10d(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange) T3 MSH422 (6)-Ind(Joist-Face Max Nailing) THA422 (12)-16d(Face-Face Mount) (6)-10d(Joist-Top Max Nailing) (2)-16d(Face-Tip Flange) (4)-Ind(Top-Top Max Nailing) (4)-16d(Top-Top Flange) (18)-16d(Face) (21)-10d x 1-112(Carried Member) (12)-lod x 1-1/2(Joist) (20)-Ind 1-1/1(C cried Member-Max Nailing) - T4 THD26 HTU26 (20)-16d(Carrying Member) (20)-16d(Carrying Member-Max Nailing) (18)-16d(Face) (14)-16d(Face) - T5 THD26-2 HHUS26-2 (12)-Ind(Joist) (6)-16d(Joist) (28)-16d(Face) (26)-10d x 1-112 Prried Member-Max Nailing) - T6 THD28 HTU28 (16)-Ind x 1-1/2(Joist) (26)-16d x 1-112(C I rrying Member-Max Nailing) (28)-16d(Face) ( (22)-16d(Face) T7 THD28-2 HHUS28-2 (16)-lOd(Joist) (s)-16d(Joist) T8 THD46 (18)-16d(Face) HHUS46 (14)-16d(Face) - (12)-Ind(Joist) (6)-16d(Joist) T9 THD48 (28)-16d(Face) HNU548 (22)-16d(Face) - (16)-10d(Joist) (8)-16d(Joist) T10 THDH26-2 (20)-16d(Face) HGU526-2 (20)-16d(Face) - - (8)-16d(Joist) (8)-16d(Joist) (20)-16d(Face) (20)-16d(Face) - T11_ THDH26-3 HGUS26-3 (8)-16d(Joist) (8)-16d(Joist) T12 THDH28-2 (36)-16d(Face) (36)-16d(Face) - HGUS28-2 (10)-16d(Joist) (12)-16d(Joist) (36)-16d(Face) (36)-16d(Face) - T13 THDH28-3 HGUS28-3 (10)-16d(Joist) (12)-16d(Joist) I USP STRUCTURAL -rOR5�. CONNE-C A Mi kl.*Company HH, JUS24 JUS26 MSH422 THD26 THD26-2 THD28 Ni V THD28-2 THD46 THDH26-2 I zu ............hl ,THDH26-3 THDH28-2 THDH28-3 I _ TYPICAL HIP / KING JACK CONNECTION JANIJARY 820 6 1 ST_CRNRST& LVL NAILIN LVL NAILING SCHEDULE Amw C®RNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp, B, C or D. A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE,FL 34946 772-409-1010 - Attach King Jack w/ (2) 16d Toe Nails @ TQ & 24" Strap w/ (6) 10d.x 1.6" ea. end @ BC Attach Corner Jack's Attach End Jack's w/ (3) 16d Toe Nails @ TC & w/(4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC (2) 16d Toe Nails @ BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) 1 V '0� ,Fo��.. `�. 4 �•. P. - CD.s .. .•",ti.tee°`:. t-s f{30St�A`Q 313 BC A2-- 00 00 00�4C Y2 37 DE: 'Y FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I Trusses 24" ox. ©o0 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA,Inc. ROOf SheJR TO BLOCKING WITH(5)-i0d COMMONS. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNE NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO T TRUSSES TO RESIST ALL OUT OF PLANE LOADS TMAY RESULT FROM THE BRACING OF THE GABLE 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W1 TWO 16d NAILS(MIN) Diag. Brace PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6-O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD GABLE TRUSS ��' p� + °o �� Q?f+a 6Y � iJ � `3aBC-A2 O'a06 004C12ON STANDARD PIGGYBACK FEBRUARY 14, 2012 TRUSS CONNECTION DETAIL �ST-PIGGY-PLATE MiTek USA,Inc. Page I of I aaaa M—U MiTek USA,Inc. This detail is applicable for the following wind conditions: ASCE 7-98,ASCE 7-02,ASCE 7-05,ASCE 7-10 Wind Standards under all enclosure and exposure conditions as long as.no uplift exceeds 377 lbs. Refer to actual piggyback truss design drawing for uplifts. NOTE: This Detail is valid for one ply trusses spaced 24"o.c.or less. PIGGYBACK TRUSS Refer to actual truss`design drawing for additional piggybacl(truss information. Attach piggyback truss to the base truss with 3"x8"TEE-LOCK Multi-Use connection' plates spaced 48"o.c. Plates shall be pressed into the piggyback truss at,48"o.c.staggered from each face and nailed to the base truss with four(4)-6d(1.5"xO.099") nails in each plate to achieve a maximum uplift capacity of 377 lbs. at each 3"x8"TEE-LOCK Multi-Use connection plate. ((Minimum of 2 plate I s) Lae an face nails in e t r e _h (Minimum u ni n j Attach each purlin to the top chord of the base truss. . n (Purli s and connection by others) U PH I Uj I I BASE TRUSS Refer to actual truss design drawing for additional base truss iniormation- SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ........................................ N A 2 CII5*00bl)4C 12 87.DF:. - ---------I- �l 7 ------- FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 MiTek USA,Inc. Page I of I GENERAL SPECIFICATIONS C�o0 1.NAIL SIZE=3"X 0.131 1 Od 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek USA,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"D.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"D.C. II II 11 II II II II II 1 II tlii BASE TRUSSES VALLEY TRUSS TYPICAL L__uu VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P r12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W1 ONE ROW OF I Od NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3112 MAXIMUM 6/12 CATEGORY 11 BUILDING -EXPOSURE C ATTACH 2x4 CONTINUOUS NO.2-SYP WIND DURATION OF LOAD INCREASE:1.60 TO THE ROOF W/TWO USP WS45(1/4"X 4.511) MAX TOP CHORD TOTAL LOAD=50 PSF WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES 00 0 .5"Max Hill, ERI >4' 36 13�:C 00 00 00 4C 1297 DV, ------------- ...... FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL � S T-VALLEY HIGH Vi/IND1 ' I MiTek USA,Inc. Page 1 of 1 GENERAL SPECIFICATIONS 0 00 o0 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 LISP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN JACCORDANCE i WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. 1---11 -_ 11 I---II 11 II II II II II II II 11 II II II II II II II 1 11 II II 11 II II II 1� Ij II it II II 11 II I I II II II II 1 I 11 II II 11 II � II II II 11 11 �I �I II II II II 1 , I I I 11 II 1 I I II 11 II II I ii BASE TRUSSES VALLEY TRUSS TYPICAL h VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS p 12 OR GIRDER TRUSS JI f TAIL W(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF t0d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=1 MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W TWO USP-WS3 1 4"X 3" EXPOSURE C / ( / ) WIND DURATION OF LOAD INCREASE-1.60 WOOD SCREWS INTO EACH BASE TRUSS_ MAX TOP CHORD TOTAL LOAD 1 50 PSF MAX SPACING=24'O.C.(BASEI AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES I r g E9oil P9Bpt� T. Tlw �' • DETAIL A (NO SHEATHING) '" � � e� - .� N.T.S. r�� Ito :YAf_. 3BBCA22n:L 0000-401287DF: j 7T NOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEY (HIGH WIND VELOCITY) NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. Page I of 1 TO EXCEED 48"O.C.SPACING J MiTek USA,Inc. FOR BEVELED BOTTOM CHORD,CLIP MAYBE APPLIED TO EITHER FACE CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH 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 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY 11 BUILDING NON-BEVELED EXPOSURE B or C BOTTOM CHORD WIND DURATION OF LOAD INCREASE:1.6 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 NON-BEVELED 2'-10"ON AFFECTED TOP CHORDS. BOTTOM CHORD N B 0(:N B j V:E BOTT OM C NOTES: -SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES _ 1 -THIS DETAIL IS NOT APPLICABLE FOR 0 SPF-S SPECIES LUMBER. CLIP MUST BE APPLIED T,THIS T T." 0' FACE WHEN PITCH EXCEEDS 6112. (MAXIMUM 12/12 PITCH) v A2 21 ffl:00 00 GO AC 12 87.DF: MAY 24, 2012 Standard Gable End Detail -GE190-SP MiTek USA,Inc. Page 1 oo =00 Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails,6"o.c. Vertical Stud Vertical Stud (4)-16d Nails 2X6 SP OR SPF No.2 DIAG/DNAL BRACE n "Z MiTek USA,Inc. 16d Nails SECTION B-B Spaced 6"o.c. DIAGONAL BRACE 4'-0"O.C.MAX I (2)-1 ad Nails into 2X6 2X6 SP OR SPF No.2 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace I Nailed To 2x4 Verticals w/(4)-1 ad Nails 12 SECTION IA-A Varies to Common Truss 2X4 SP OR SPF No.2 I SEE.INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES Ad,NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA A TO TRUSSES WITH(2)-1 ad NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 62-INU'V"ju" DRAWINGS FC (5)-I ad NAILS. 3x4 JB � B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing * -L-Bracing Refer Refer to Section A-A to Section B-B NOTE: Roof Sheathing 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. 114. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. (2) 5�1' BRACING OF ROOF SYSTEM. 1 Od NAILS 4."L:'BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 OR BETTER WITH ONE ROW OF 1 ad NAILS SPACED 6"O.C. 5,DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-O'O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A �/Trus,�s 24" O.C. 2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C_HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. < ATTACH TO VERTICAL GABLE STUDS WITH(4)1 ad NAILS THROUGH 2x4. (REFER TO SECTION A-A) Diag. Brace 2x 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 points/ 6 DIAGONAL BRACE SPACED a THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 48"O.C.ATTACHED TO VERTICAL WITH - if needed 1 , 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR (4 Z (4)-16 NAILS, AND ATTACHED TO TYPE TRUSSES. L C 11 113.10dAND 16d NAILS ARE 0.131"X3.0"AND 0.131"X3.5"COMMON WIRE NAILS RESPECTIVELY. BLOCKING WITH(5)-1 ad NAILS. 11.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BYSPIB/ALSC. End Wall HORIZONTAL BRACE Minimum 2x4 DIAGONAL 2 DIAGONAL (SEE SECTION A-A) Stud Without BRACES AT Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 20 SP No.3/Stud 12"O.C. 3-8-10 5-6-11 6-611 11-1-13 2x4 SP No.31 Stud 116"O-C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP-No.31 Stud 24"O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No.2 12"O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No.2 16"O-C. 3-6-11 4-9-12 6-6-11 0 0 10-2 2x4 SP No.2 24,,O.0 3-1-4 13� 3-11-3 6-2-9 9-3- 3 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal brces over 12'-6 require 2x4 I-braces T* attached to both edges.a Fasten T and"I braces to narrow edge g of diagonal brace with 1 Od nails 6in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. T or I braces must be 2x4 SPF No.2 or SP No.2. MAX MEAN ROOF HEIGHT=30 FEET EXPOSURE B or 0 ASCE 7-10 1 go MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING] DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. Eq RIATI, :31E BtA-2:2211 00 ob ati ik 4C.128.7.D,F:: .............................-------:........... _--------- August 10, 2010 T-BRACE ! I-BRACE DETAIL WITH 2X BRACE ONLY 5T - T-BRACE 2 00 ® MiTek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing o ao is impractical.T-Brace/1-Brace must cover 90%of web length. L Note:This detail NOT to be used to convert T-Brace/I-Brace webs to continuous lateral braced webs. MiTek USA,Inc. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x6 I-Brace 2x8 2x8 T-Brace MI-Brace Nails Brace Size for Two-Ply Truss k Specified Continuous Rows of Lateral Bracing - SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x41-Brace 2x6 2x6 T-Brace 2x6 I-Brace WEB 2x8 2x8 T-Brace 2x8 I-Brace k -A T-Brace/I-Brace must be same species } and grade(or better)as web member. T-BRACE Nails � Section Detail T-Brace \ Web �q�tt$�gi89e48�.�,� I Nails .. Web I-Brace q ®a .. a ku Nails i A. 3B13C. 21p .00.�JQ00 C1287.DIF --------------- -------- I. FEBRUARY8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek USA,Inc. Page 1 of I TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, u 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MiTek USA,Inc. ALONG A FLOOR TRUSS. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. I I NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS S FOR THE 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. ATTACH TO VERTICAL ATTACH TO VERTICAL --I SCREW THROUGH OUTSIDE USE METAL FRAMING WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS PZEW(�Ztb INTO EDGE OF STRONGBACK ANCHOR TO ATTACH (0.131"x 3") (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND ATTACH TO CHORD RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WITH TWO#12 x 3" NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD WOOD SCREWS(.216"DIAM.) F M USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT -IROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3)-lod NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"X3") STRONGBACK(D NOT USE DRYWALLTYPESCREWS) TRUSS 2x6 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) Y OTHERS) (BY OTHERS) 5zi r5� 5zi THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, t 0, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS !4v P. (0.131"x 3")EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) J JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP (�0 ® MiTek USA,Inc. Page 1 of 1 NOTES: 1.TOE-NAILS SHALL 8E DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND a� 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. MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF S 131 88.0 80.6 1 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR Un 162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY ri (7 .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW z 0 .131 75.9 69.5 60.3 59.0 51.1 22x3) AILS N .148 81.4 74.5 64.6 63.2 52.5 ai - NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. I A L, NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAYBE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) (2x6) 3 NAILS 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEARSIDE 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° ��a 11 >sABig cw a ' a ---------------- March 4, 2013 UPLIFT TOE-NAIL DETAIL �ST-TOENAIL UPLIFT MiTek USA,Inc. Page I of 1 ��Q THIS DETAIL SHALL BE USED FOR A CONNECTION ION RESISTING 0 0o UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. MiTek USA,Inc. END VIEW SIDE VIEW 30.00, TOP PLATE 77 - OF W X��4 1"FOR 3"NAIL,- NEAR SIDE 1/16"FOR 3.25"NAIL �A�NEAR SIDE L I F113/16"FOR 3.5 NAIL j T T VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail) DIAM. SP DF HF SPF SPF-S (9 .131 59 46 32 30 20 NOTES: z - 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES 0 .135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE in .162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. _j co 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING (5 Z .1 2B 54 42 28 27 19 OF THE WOOD. 0 .131 55 43 29 28 19 3. ALLOWABLE VALU SHALL BE BASED ON THE SPECIE WITH W LOWER NAIL CAPACITY BETWEEN HE TWO MEMBERS IN _j U"j 148. =� 62 48 34 31 21 THE CONNECTION. < Cq C'3 (5 .120 51 39 27 26 17 o .128 49 38 26 25 17 _j C) .131 51 39 27 26 17 C13 .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE (3)-16d NAILS(.162"diam.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 T I If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer So is responsible to specifiy a different connection. V. V7 ...USE(3)TOE-NAILS ON 2x4 BEARING WALL A., USE(4)TOE-NAILS ON 2x6 BEARING WALL Z2 I 7FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING A 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES 4RT ST.PIERCE, F 3494 MAX X LOAD: ®_ 55,psf Roof Load, 1-70 mph, ASCE FORT PIERCE,FL 34946 �1/� �/0"'i 772-409-1010 7-10, 29°-0" Mean Height, Exp. S, C or D. K\1 40 2A SP No. 2 Min 0 o° o° 1 .5 x 4 2x2 S P No. 3 1 .5 x 4 v .":� � . s. to r ps k 36BCA22100;0000004C:1237.D,F ; i i r i 1 I A TYP C L ALTERNATE BRACING DETAIL April 11, 2016 FO EXTERIOR FLAT GIRDER TRUSS' ST FLAT GIR BRA.,r. E A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. 12 FORT PIERCE,FL 34946 772-409-1010 OVARIES (4) 12d TRUSS 2499 O.C. (4) 12d MAX 3011 (2F_6FF) UPLIFT CONNECTION (SEE ROOF TRUSS) 2x6i #2 SP (Both Faces) 2411 :o.c. EXTERIOR FLAT SIMPSON N-5 GIRDER �b��,� � :��r• f.} ••�aT•ia�� • i. MONT :36`BC A2 Zi 00.Q0 0Q OQ 4C 22 87 dF rent'! Nerp.lN:vq l IG.➢x$i'S(-1Ftl[Ff 6llL;.l%u:!Lf(�QCat'FF1411AP'I C.ICfl rWf'b'!!(Aop! tiWl edl luM b [.y+,gr.q�dM�( geitGtCl¢nref ait[4�ye 144.t a1..k� flltlrt W(, Aileimi.s!'f'.'t'`�H efkf Ee( NhMr11 i7 [y.rj, t,d'�'i lrywY. I JIPFre!rcAt rlsr.(d F,P't ueryNtlq sM!'t M!uliCa erlYi�!rt:t lry3d.-+h 4-O ctS !IRI Ri NGb ..gle.t;l�rrymeb.l miaN. k�thony T:TPmSq IIl;R•�- alneAvil Fro!l xq - -( �w'd,•t1s:tl. ae eaw ! .tde,Rixye ryes Vi en4dm sCe CC :as-!/�elu,de clmi Tx. p dNM ieDMxktl.;e lmtnugivdyA• h;MWm M2 •tlieNM ryenrea.N. '80083' �. .i!+3!14.�u f2 f.4vM,ltl.�e Ip7'e YtIW 1 !si!ed!W If GWsa((sejx+a Stitt l'srs'ldmN!.1WUIi Cwl�1 rae ,.N!x l+eed pdwe:R'1 N! d eVrt:�-�'(.lt"+rdcnit G boG.f+7e[e}q h[(Nua dvba.?'+N . ,' Im.9( Y p! pen8 Ast Ae p`t-.1Wz a NSW t!fll! f � I ,4d515t.Wcle B?vd. .so�t!!!a!I.trr,nq„rq N nkltcll .ein,!n:DeupinxenJlM t t �! !e. Fnr[Rene,FL:349SG ��•«� t.;pip6r dlip164-!Reel Ltisut AmM1onri Tos4altl p[ Pep!ed Aeoa116ndo ee(io on IMm n I 6t dri16oa!!hi vrihen er s N�,��rAlRao.>t!r•relt,F.�i bi I11.�F.F. j S,WEBS REPAIR DETAIL FOR BROKEN CHORD OCTOBER 15, 2014 ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES I I== @ MiTek USA,Inc. Page 1 of 1 TOTAL NUMBER 01' MAXIMUM FORCE(lbs)15%LOAD DURATION NAILS EACH SIDE oo OF BREAK x SP DIF SPF HF IHCHES E=13 2X4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 — 2x4 2x6 MiTek USA,Inc. 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 26 6 39 30" 21194 3291 2007 3011 1697 2546 1738 2608 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 AT-rACH2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 1 Od NAILS (TWO ROWS FOR 2X4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN.(.131"dia.x 3") STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. . SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 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 BREAK mo 10d NAILS NEAR SIDE +I Od 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 APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID 0' UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCARS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x-ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. Ek T p cc., i.nh nrinn nn '-vi R7 nr � � March 4, 2013 SCAB APPLIED OVERHANGS ST-REP1 3A / MiTek usx Inc. Page of � TRUSS CRITERIA: L0AD|NG: **1o�-10 / | --------�-�� DURATION FACTOR:1.1s ' SPACING:mro/� ' | ( TOP CHORD:ox4ORcxS �--~~�-----~^—� PITCH:4n2 12U2 � MiTok USA,Inc. HEEL HEIGHT:STANDARD HEEL UPTD1o;ENERGY ' ENDBEAR|NGC0NDITK}N / NOTES: 1.ATTACH 2x SCAB(MINIMUM NO GRADE GP HF,SP DONE FACE8F |nusaxx|7nlmxJROVVS0F10dCOMM0NVV)RENA|LS(.14nDV\.xo�SPACED s''O.C. ' c.THE END D|STANCE EDGE DISTANCE,AND SPACING 0F NAILS SHALL BESUCH A8TOAVO0 �U�[� ALSPLOT|NGOFTHEVVOOD. | a.WHEN NAILING THE SCABS,THE USE OFA BACKUP VVB RECOMMENDED TO AVOID LOOSENING oF'THE CONNECTOR PLATES AT THE JOINTS oR— CEo. - i ` / �� u-x - SCAB / � � ! | ' uo ' - ! � � | | ' NOTE:TRUSS BUILT WITHOUT ANOVERHANG. THIS DETAIL|S NOT TOBE USED WHEN OVERHANG HAS BEEN BROKEN OFF. ' | IMPORTANT This detail 1obo used only with trusses(spans less than 4O0spaced � o*'oz.maximum and having pitches between 4/12 and 1u/1oand total top chord|uudonot exceeding 5OpuL | Trusses not iiffing these criteria should bo examined individually. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES .8008 �| . � ! / | ' | | | | | / I 'i REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss:com. NOTE: It is appreciated if actual pictures.of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful, Engineering sheets with the damage or issue noted are required: 1. If there are any special circumstances (sheeted,trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for"field built" trusses. 2. See details below. =i :`ALTr M0YVE1.EE. R1MG ca�aol ON: TRus�rtoQl�Ic Trot BREAKS: Wei lineto•note. "" ft91SSIh7G/.t7FtifettlGEQ PLATEa lfffloti is t o f nc,`s�oR,"rr;ar I t Cteavr in n nv location of bearing;and Circle alate:that nzeds ' ahe"e.2c1 i,�c2t onAr:the brea4<<. as deta:ed a side an_t f ro e — r 4x6 11 x3%"l l 3x3-" rnv d -lurengior�u n FP tl 3x3 !• ". Cimcna �>r n"neaaerJ R i 3x4 1 5x4 11 1.5x4 !! I 1 2. 3 4. fi 7 8 10 11 ..` 12 VA 1. 22 21: 20 19 1I8 17 16 15. 14 %,2,. ll T G'O LCr •1'G 1:5'x4 11 3x6=. 1.5z4. II 1.5x4"I I. r�3x6.= 3x6 "FP U4=. 3x3.= 46 fir MEMBER SPLIT: iDenote�yacticcattbnDlsplit.;and: B1=A8 _ use a line toroie ar r:ide an �ptz�Jrzrate length: th&fa act location ofih t�real" i PviIS 5Ii�:G-PIECE' I there are murtipfe breaks,resulting in,a. 3jc4. 3k4"� Nil SGING}DAMAGED � ,... . section missrnQ: npeds .c1��3cl. 7 3x6 5.. 3x6 `� .' 4. ti;•. f 3 �, W3. W 2 v 7 . s