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Job Truss Truss Type Oty Ply A0186045 70194 CJ3 CORNER JACK 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:14 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-Pg4XglmV8y3BrzFVwKxKuJ9_TzcWnRMsiftcu0y9Rt? 2-11-11 2-11-11 3x8 = r 0_7_g 2-4-2 Plate Offsets (X Y) (1:0-1-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-5-8 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 199/0-8-0 (min. 0-1-8) 3 = 42/Mechanical 4 = 23/Mechanical Max Horz 1 = 54(LC 8) Max Uplift 1 = -106(LC 8) 3 = -42(LC 8) 4 = -10(LC 8) Max Grav 1 = 199(LC 1) 3 = 42(LC 1) 4 = 28(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 1, 42 lb uplift at joint 3 and 10 lb uplift at joint 4. LOAD CASE(S) Standard 9mGr-Flreulim.yerrnur rk'I I Ingi imS4n!Srdrf ;i[IiH r.RltS a r9mnGeS(UfrOdj {aT:r)Slsr;ei(06YEIr hre/ndytesiprce:!ttrrutresl.de,uGis rre,tCesipartx¢g(IP'jm1 GQwrl. Wh ln, r:.rdrrsa� itmtdve rtt CeGuMn'�i,e sslelwQe @Qulr IGTsktr-skinslirkne1bFQt�wksd1.Asnimsan G�¢eCis,sinng4six pQs,ylnmpTPir@rt:atsmmrry,edlSepdrsuodey :s,u7ropm,QQrya• fesipAQewtltrmsrrrm�sat rootdr.�ame ruk:t3,nan8rcs,uxsurmwtcs +oar AnthonyT. Tornbo III, P.E. nEn!dh:TimfmmUitbxrisQtrespoiS:WrdQrU.en,lg.m'se�aud er,dn netstfeg Oepa,GQe ndeddQe OCQritisel rzhsl kil�ah,e/nFl. th erpndd6rtaANeifieNnedQtrrrts; irdJiykslWr.,taeleudsaeowu6lrarr sid le QensrmQdiftd 180083 ' ft.Qs rrrlfora:sipersei Dffisan. An MessdMGM7gCnlQs foam alriidutsd QeGdtq[rpeniShhsds,zd'aoRtSDrel5�keMlfinesrG etrdeuM6rissd pNmt.tnllefiees QtresrnsTbn niko<sdspLtss e:srpn, i,rssk!ip ry'seenllnoPmfidnn,nlm 4451 St. Lucie Blvd. eQn:dssieMHlrt;uu�odepe8<ptisnGxghilrrlm dtrhrr. lie trrsUnin[rrrBu ss rurQt knsvotnrnu;aun;ssm: Grew o!mrezuq. msgrrm�terez;mrsadtdamt. Fort Pierce, FL 34946 Copyright 01016 A4 Raol6ossn-khooyR. lombe 111, P.L Reptoduuion al this dommeot, in any form, isprohibited •xiibutthe written permission lrom A -I Roof fiussac-Anthony r.lambo III, P.P. n Job Truss Truss Type Qty Ply 70194 CJ3A CDmerJ ck 1 1 A0186046 Job Reference (optional) 1 3x4 = -- •-�- nfca, mc. vveu uec is uo:vu: 14 zu s i rage T I D:55C91YYcgmPVbvvH4eZS2dyCOxY-Pg4XglmV8y3BrzFVwKxKuJ9yVzaPnR MsiftcuOy9 Rt? 2-11-11 2-11-11 3.00 FUT 2 0 0 T1 0 m 0 B1 3 2-11-11 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 Td 0.17 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 Bd 0.19 Vert(TL) -0.01 3-6 >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 FBC20141TPI2007 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 9 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOA CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss BRACING- to bearinglate capable of withstanding70 lb uplift at TOP CHORD joint 1, 7lb uplift at joint 2 and 11 lb ulift at joint 3. 1 P ) uplift 1 • Structural wood sheathing directly applied or 2-11-11 cc pudins. BOT CHORD SLOAD d C Rigid ceiling directly applied or 10-0-0 cc bracing. an MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 131/0-8-0 (min. 0-1-8) 2 = 86/Mechanical 3 = 45/Mechanical Max Horz 1 = 54(LC 8) Max Uplift 1 = -70(LC 8) 2 = -77(LC 8) 3 = -11(LC 8) Max Grav 1 = 131(LC 1) 2 = 86(LC 1) 3 = 56(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. liceier-Finutltntd¢rMersSe'LIIg:F IrB5T8(srdsi';5[[3ll i!IRf 6(OtpI0 S5(7r!CYy'rOri'1tIrrBB?fNIG ILTstt�trWts s� kne(Iw yx iCCAIe rdd Is simsg:ua Ery¢saiu, aunbr[trr.±a tlesei n7ryfUb iry1L0 ' nl ned�simsMe,tkids{isdn...... ldd gnrt,oa0.sets edlohtPtgCn pelnlfu{Orga,h3e ndedd tleB>:IForUsspmm(Gd•stlsr. sgedn sstMOhib: tdtlepcf iamlrrirrandHels'tdq(rpsnlSdtryldtfwlea; MmhtierW Irt(xM1mgrtrlryn2 sm[ gsyd Fconbnhsi Iw rnss Ded<e [ghesf k [)Itltsrllieggtslpr; trLrs (oppigin02016A-lAooffmsses-AmhooyE.TomboIII, P.E. Repradudionolthisdorumeoi,Enooytorm,it !esip Fc,~!dstMrnl edrs n'.h'cinu G!i{eOax�EfP°;dMss[aryl. rsxk l0;rf.rdsnn SlMldxeru Cdtst mRmkemteln6e lE0,ed( :sd6t{rdrvnd nrosrugsn{Oe:tl!bry6rdt eeti{adCcsnykTre!s(gann:mpedF,nenrnL meaq.Ans{en:,i�(mr rnF�ssc renaanF : Anthony T. Tombo III, P.E. mititlmlkiliq¢kmllell. lss epmddfielC[nen(fieNnrdtlt inu; udNiyintlu{.dme{e,insd'aonn(knysidsle dem;Fsniiiti(d: =80083 'Irifl nr$riA iazldpsvleArrmdplWn. IIFi kSstSRt RfFnb3113tt n(kotsd Ihins[g:iyee,ilGls g!!Irt(q: tnereirtss 6:neflMtf; niti5 'n drgnillur. Nnitdcsl inxsmnEAneiemi. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 wuhowho nTPoen permission from Ad Roof Lasses• AmhonyUmbo III, P.E. v Job Truss Truss Type Qty Ply A0186047 70194 CJ3B CORNER JACK 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:15 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-tievt5m7vGB2T7ghT2SZQXi90 NyzWuc?xJdAQSy9Rt_ 2-5-4 2-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 2 = 37/Mechanical 3 = 31/Mechanical 1 = 149/0-8-0 (min. 0-1-8) Max Horz 1 = 44(LC 8) Max Uplift 2 = -31(LC 8) 3 = -20(LC 8) 1 = -79(LC 8) Max Grav 2 = 37(LC 1) 3 = 31(LC 1) 1 = 149(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; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 Ib uplift at joint 2, 20 lb uplift at joint 3 and 79 lb uplift at joint 1. LOAD CASE(S) Standard ' WtFiFr-flea ttmr,k¢rtnea he'1�1IO:i tt0ifl(S°1nn rfr3ll IiUn 6 (oAmnan(US?nY{{-rI�TrYjllle7ei[I4YiAr'hrra Intlttnip Ist.:9mui m/ctn n �s rnnp!ipBmeT{IOB;rei@elMwr L IuM W,rf. re!±n;e SktlrllARR1. WEtI0.Rel.ltf L'rltl M Gt r50,lFI( ILTekr+^mer peEs sidlknelhrp<i'W7hkedi 4FlmsOse6ry¢e(iz,SimFLryEFtixs Rnerslnmri�rrrmnumFery»srAfrflr:4•sind eF;an,hgmgasrt&ghrle hsywdNrsfrfrm:hpa!een:toonry.ndnnu. ISehnlFFivtrrEes,lndfimleinu tlhddRt Anthony T. Tombo lII, P.E. FNnedh;Tnssex rrp+egdts isnemrnsh:hryd6r D.egeat>nsts earehrl gedn Me Gilf�Or..ryen,doeuAeadf4!114@FIG¢Ilir b21TA6g<et!ufRl s. t4ep:mlct4rlUeel sr fieNwdtlrims,hdsrnthrei�,slmese,inhndiwere F.eag sid re M1serrmWtd �80083 lie BdtaOesip-rel(Fffimn. A�ednsdFd'n MlbdnitxrrtErmedr klirndtsDegf ,neaeellass Vmha-4as 4451 St. Lucie Blvd. FhrMse+ef INF(wumFgcdryninnsa, lydl roan unhsi lh inn&C Up. isunk.MIl:gbenpn.uLsn Sift 11P. dnf,44 AINI O111s —s d0nl a 71il. Fort Pierce, FL 34946 (opyright D 7016 A-1 Roof fosses-Arihony T. Tomlin lll,P.L Repmdur6on of Ibis dommee.inany lose, is prohibited whhoutAewinen permissieehoeA-1 Roof 6osses- Arthooy1. Tomlin 111, P.I. Job Truss eqty ply 70194 CJ3C FCORNER JACK 1 1 A0186048 Job Reference o tional ------•---- ------ ..,....,«,,,.,v,,,��.,���tt,o�,ii,G. vvCUUCGi�uo:vu:lozuIi rage I D:55C91 WcgmPVbwH4eZS2dyCOxY-ttevt5m7vGB2T7q hT2SZQXi9O NyyWuc?xJdAQSy9Rt_ 2-5-6 I 2-5-6 3x7 II 2 3 0 m 0 LOADING(pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141fP12007 CSI. TC 0.03 BC 0.04 WB 0.00 Matrix -MP DEFL. in (loc) I/defl Vert(LL) -0.00 6 >999 Vert(TL) -0.00 6 >999 Horz(TL) -0.00 1 n/a Wind(LL) 0.00 6 >999 Ud 360 240 n/a 240 PLATES GRIP MT20 244/190 Weight: 9lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 is truss has been designed for a live load of I 4)' Thg 20.Opsf on the bottom chord in all areas where WEDGE Left: 2x4 SP No.3 a 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 2-5-6 oc 6) Provide mechanical connection (by others) of truss purlins. to bearing plate capable of withstanding 31 lb uplift at BOT CHORD joint 2,I20 lb uplift at joint 3 and 79 lb uplift at joint 1. 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 uide. REACTIONS. (lb/size) 2 = 37/Mechanical 3 = 31/Mechanical L 1 = 149/0-8-0 (min. 0-1-8) Max Horz 1 = 45(LC 8) Max Uplift - 2 = -31(LC 8) 3 = -20(LC 8) 1 = -79(LC 8) Max Grav 2 = 37(LC 1) 3 = 31(LC 1) 1 = 149(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; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. Umhl-nm!n:!alrr,.k.n!^auo„nmcsnnlrr�.sraau l!rusemtmngnrusraul-mmuruminsauelitte rttmn,mrcr.�x:ttt,ttlxa!uc;,rttun,Ipaev noe;�aarr,n�rtr,.Gle:rt.r,!!tt„s�.!I,me.n c,I,,, .I,ern,Imn,nfl,wr . Huck! !u,rWssidlkuelWsntTplklesdi rs:Trasgnr-a E!r tt{is„�nMry rap an:,rslussrllYl lrqu:rn!wvetex,iMrnh:sluJ unn!uigrd7uudtryftt;hlesyeQffie s1,;4rm!IgmalnnelgCulr, utttlr41. i5en,lpnf.opn!•IxEur mr4iuc,snMury _ Anthony T. Tonlbo ill, P.E. ' W—I heT—kr-1NI&I lsn,,,gn,&:rdldd. 0—,hUtter vdhdgW.,n!InirmgOn:Per,i!3e udeddh,nr.&, Ix uI1k1u1bsAfigafiw TR Ikelpn,Idn, TOW .1:Nnrdn!tmehdeCyfnd�nnge,ust,t fiwnlimnS sedileQenqusnd�d �80083 Ik re ltmrglsitrralle!SWa. Neres v.1,tlaWin is, In 051lo pu!hnedp:ietisudNelrL'EgfrpenlS�C,nldueetioo{rl5ljrdG�kI y,!ewflr F dpilc,, rnl �A-61-11-INI&narhtiudlkLrs!P!vpa,Tieuksiplg wuil.�en Nm&9uynkn 91""iraflr, reMM,pcign:e nasq Islip m,&nh!LIrs Grsgedurq*o Is Igilk klkgouip,,,.T,nss,RME:Iknd!q 101,4 39aildhsllern oars f&Aicirfl. 4451 St. Lucie Blvd. • Fort Pierce, FL 34946 (oppight s 2U16 bI iaalT,ossas-AnthoayL Tamho III, P.L Repsodnnidn ahhisdosament,in any form, is probZitxd wBhdurth/ mirlen permission item 6-I Roof Tmsses - ArlhooyL to©ho lli; P.E. t Job Truss Truss Type Qty Ply A0186049 70194 CJ3E JACK -OPEN 1 1 Jab Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:15 2017 Page 1 I D:55C91YYcgmP V bvvH4eZS2dyCOxY-ttevt5m7vGB2T7ghT2SZQXi7pNwKW uc?xJdAQSy9Rt_ 2-11-2 2-11-2 3x6 11 0-7-9 0-7-9 2-11-2 2-3-9 Plate Offsets (X Y)— [1:0-1-8 0-0-31 [1:0-0-5 1-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a ri BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 60/Mechanical 3 = 32/Mechanical 1 = 169/0-8-0 (min. 0-1-8) Max Horz • 1 = 71(LC 8) Max Uplift 2 = -71(LC 8) 3 = -55(LC 8) 1 = -177(LC 8) Max Grav 2 = 60(LC 1) 3 = 39(LC 3) 1 = 169(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; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2, 55 lb uplift at joint 3 and 177 lb uplift at joint 1. LOAD CASE(S) Standard tlif"al-nnssGungllrreder Ge'}I IDDS i 3f`sP,lhyR1F11t Riffs AGZG;DCCSCJstW lattr',0101`,111 Yr Mn imlt k;ip pcmdnsesr:eslrr'esnrds InnCnipDnry;IL�)as1GetzlSnrl.Ieah ID,r�IrMecn s4r.Selwe n:. Celzna4nrins2reren Ge tDD,Nt Itiistsoa�rpiNsssallknreto;mri[ealeed:e lserrasDesr,r Eryssn0l,'.le;nhhslae a,G:s:dnssJi[,rgmcdsnresptmedtls psk:sind ugd:nulmpuutfirydrthreszpd@a snl4 TmslelztdnGelDDnh,erin lRL ikersys nsealnn,Iseiuiw/vises, ssaslGat Anthony T. TOmbo III, P.E. eeertri hs inss ex nittddsr isMmpnD<Jirydfie O.w,ds Ends mtseruedgeduG: klrtrl0niger,u3e redede(YnIIGGe lttdte lnieslligrsM.Mtrld. th eil;nddlzelDDni ery fi:llnrofGernss;kdrlrgFsnloy slsese,u5h¢eannihni8 still Sete nslnsrWdld z80083 lit StilfmiWsipW hodst. Alison seed is M110 nib in6ns"i VUanAtktsild.1 W71.1 shlymnnstaA00lasshs it IN nSSSrAIfslednesk...... 4451 St. Lucie Blvd. ehrrcne ktinlNe(nnrlegadgnG ntx,hallvtin hnhei lh(na DtCn hlmnis lDl@e{risia30epsu,nLn;$Des hiusn a'sq lr.IN8. A.lodulfils iswidinrhrrfl. Fort Pierce, FL 34946 (oppight1)2016AdRoofLusses•hillory2.hinboIII, P.E, Repodoomon of this dolurneirt. in Day form is plDbibiled wilhout"he Wines Permission from A-1 Rooffrosses - Arth(MyT. Iamb III, Ii.f. Job Truss Truss Type Qty Ply 70194 CJ4R Comer Ick 1 1 A0186050 TJobference (optional) -- ---- ------ . _...._.�,. _ _.., .......y..�................... I .— — —....ram...rvuv — —rr .... —lnuusufes, 11— vveu uec Iaua:fsu:faZusi rage-I 3-4-10 I D:55C91YYcg mPVbvvH4eZS2dyCOxY-L3CI5Qn IgZJv4HPt 1 FE8 Izozkn DEFLs9AzMjyvy9 Rsz 3-4-10 3.00 F12 2 T1 cn 1 A 81 o y 0" 3 3x4 = 3-4-10 I 3-4-10 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) Well! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.02 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 5) Refer to girder(s) for truss to truss connections. BBRACING- CHORD 2x4 SP No.2 6) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 164 lb uplift at Structural wood sheathing directly applied or 3-4-10 oc joint 11, , 105 lb uplift at joint 2 and 78 lb uplift at joint 3. purlins. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1. = 150/0-8-0 (min. 0-1-8) ' 2 = 99/Mechanical 3 = 50/Mechanical Max Horz 1 = 61(LC 12) Max Uplift 1 =-164(LC 8) 2 =-105(LC 8) 3 = -78(LC 8) Max Grav 1 = 150(LC 1) 2 = 99(LC 1) 3 = 64(LC 3) - FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. ''Amur•FleruHnrrgflpren>iMe'IdrODF itaiB;S!;1E1'I.eEi3llt3.4fetLkDI11ClSE;NEDY{'IUtiY')itYCCfit106uEMt'Wra lmYptulppmoe9uc Wreo/wxu3n frtuCUlpOrs>.bp�g:±�de4narl.rrslalhr:.lr'neeaslnflelneru. gelm nYnase reMroMetCD,rdr ILTslssrpleksskDkrsefsnZeiDCNke rdd /srfrns Drsa bpsedpl.lpemLJ&pire!4 nefYlnmrfD;fepirsmsmeapemsdruprkniudnengruprnpcun111.Wrdx lr:ipd0esnpb irrss/epe.MUR:IDDulp,uinlRl. Ikhdpunoi6ses, Weiap urhlus, ssdilddp _ Anthony T. Tombo III, P.E. al nednsTussWrmpr.ildrg is rtemrysvtlirydCzOmn,MU.uisodrmedgMune Wifeq gn:ga,h3rufiddtielr(,ftelHaiWrinel k'Iligeel±nl RtT.R,ln,.d0!tie IDDM el fieNuedheTuss; 1rdff4WIq dnep,iesWl'eliwni hny kill bu;p.siidiryd :- =80083 ' nerlCorodge¢ebaedu.lDunsdrauMlDDrslEepaSrtselp�tK:dlnraptrnls�nWW1,JWalrlSii5llllErnlSSA4rdOM.eIMEYdpWle.IPFldeK4eeryrsdaReltllllRndl1133iDkT1e15kfRehSMretlnsswadrdner,,hss 4451St. Lucie Blvd. etlnxtuletrzlNrlanwlepMgnR na lydlpnmu Imhed 16e fuss Dedn Eghen h [DT&WdOrDDnlpas,utnu5pdes Erp®sel n!nry Frlliq. Nseprtdvellna; ne rs ddtul xT141. Fort Pierce, FL 34046 (opyright s 2016 A-1 Paaf fiusses-ArthoayL Tambo III, P.L Rtprodudian of this dorument,in anytola, is prohibiled withoutthe enidtnpesmissian hom Ad loof frasses-Anthany f. fambo Iff, P.E. t Job Truss Truss Type Qty 1ply A0186051 70194 CJ4T CORNER JACK 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indus tr es, Inc. Wed Dec 13 08:40:16 2017 Page 1 ID:55C9IYYcgmPV bvvH4eZS2dyCOxY-L3Cl5QnlgZJv4HPtl lzozkFGhnFrFLs9AzMjyvy9Rsz 3-10-11 3-10-11 2-7-2 0-7-9 J-1u-1l 3-3-2 Plate Offsets (X Y) f1:0-3-0 0-0-9) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 3-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/iP12007 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 233/0-8-0 (min. 0-1-8) 2 = 90/Mechanical 3 = 24/Mechanical Max Horz 1 = 65(LC 8) Max Uplift ' 1 = -258(LC 8) 2 = -91(LC 8) 3 = -53(LC 8) Max Grav 2 = 90(LC 1)) 3 = 48(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 1, 91 lb uplift at joint 2 and 53 lb uplift at joint 3. LOAD CASE(S) Standard a,nnr tins, nau!!¢rre,r nrtl mg(Huss(si Vaal,541FasE(asoinen(rtrout-un3reaE.s(�uor(�a remt�rwr_�mmre<r�,,,m,rrtsse„�vcrc.�p�,a+emr,�or�.(weu:rr.Ermxvttntn.en,. P�nrrea.�erarr�rc�ta4„h . iLl;tsseokrriduskilkaefiatt igghle.dd.ls.imsgrsm hla?a{L`ysrm,Er6pr=anesmnwy>a; nrre,nsm„c,(rm,anr(,aessiwdu aeniyrnpn�h'!(htle hstlOVOesu(Ieim:hpi¢d r, neleCnir,,rin lNl. Taeai;on:mry s,leeirtrmd&i,os.uBnti'm Anthony T. Tombo III, P.E. 'oenenrnum(aegh rhmrrrro,aigdao—,1hO.A fi heiggrnaeeifigo::.je,NS, ddd6lXk,lxe(n(r,bAq-swvla.tmyt+odvruronoleredE.udnrross:Irarfu+,l�sl.err,oshr,noartrmrsssmlhE,n:pvinata =80083 n.hlkiNiprradhSean.NMr,n,d�trtug,d9xraoanrNiluadguuE6r�Ktsamu�r:,Ea,;usnrduxnrsnoama,n,da.r�t�o�ydsl ..rwtid�:n,ageai rorhnodvt.,ro r,rrs,soesm�j.. nttnss¢mhmm;wns 4451St.Lucie Blvd. .War,ssWAlrs(Matepedgnnnerghdreoni.nH:d rs hrs grCa hl�xls Ec�rnrdru�q guitxr,orrn; srm: hsma dsgn.r .marode.n.r:su,naes.dutnt. Fort Pierce, FL 34946 (opytighf02Ol6A-IRoolliusses-bAonyLTomboill,P,L Repiodurtionalibis dotumem,inany form,isprohibited without the minenpermission fmmAdRaalTrasses-ftbonyMombaill, P.E. It Job Truss Truss Type)J City Ply 70194 CJ5 CORNEF JACK 5 1 AO186O52 II Job Reference (optional) Al Root I russes, Fort tierce, FL 34946, design(alaltruss.com I Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12-2017 MiTek Industries, Inc. Wed Dec 13 08:40:17 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-pFmglmoNRtRmiR 4bTViWynPbBXK_o61Od6HULy9Rsy 4-11-11 3.00 12 I I I 81 3 3114 = A4 t1Q I 3x8 II LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 Vert(LL) -0.02 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.05 3-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.05 3-8 >999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 4) 'This truss has been designed for a live load of WEDGE 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the eft x4 SP No.3 bottom chord and any other members. BRACING- TOP CHORD 5) ReFer to girder(s) for truss to truss connections. Structural wood sheathing directly applied or 4-11-11 oc 6) Provide to bearing mechanical connection (by others) of truss plate capable of withstanding 110 lb uplift at puriins. BOT CHORD joint 2, 18 lb uplift at joint 3 and 138 lb uplift at joint 1. Rigid ceiling directly applied or 10-0-0 oc bracing. CASE(S) MiTek recommends that Stabilizers and required LOAD cross bracing be installed during truss erection, in Standard - accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 123/Mechanical 3 = 65/Mechanical 1 = 256/0-8-0 (min. 0-1-8) Max Horz 1 = 91(LC 8) Max Uplift 2 =-110(LC 8) 3 = -18(LC 8) 1 =-138(LC 8) Max Grav - 2 = 123(LC 1) 3 = 80(LC 3) 1 = 256(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 0eaiq•Flnv{Imrf1¢reReal3e'}It04r 1lasS619FS0 �5F[3lII.y.US6G750111B�b(dliOYi lafrpt(IlrOiiraillrlrlun letareuipptl«�nlMndWetu-J{rns{refilfknur(IP';nl8flflinTC lfsif L;rt le:�naf'�:edae.u. Gdeneanain {IIfelm2e RD,nh {LT{I;l4II.[@{jltl{{SCilltfnllINa<IaCNr({1tl.ISITInSU:S^yIEiTLtl(12,�rl:IfafFFrl{!!9.6 etin4BjrOi Anthony T•TornboI11,P.E. nenfftu�:nasdrm(n sisal{npfsa:urydd.a.m.�r>>M:eal�ueog{aun:rait�ga:,gn,uaeu {I�r(ifaa,!xn!{g!�I ir{yoHnlTnl.nef�nfl�n{mom{rye{BnfdtleTn{xzdetirgFneTo3.{Ixye,YSLfe!'uaMbaysiu`MaenlmiWfiJ :280083 ' Ilebaf�0:sigerue[faogn. rRMnsdea'oMiCCnldxlrttlnznlpJ{dlfekilSy(eeptenlSahhldeasitinM1(S�rs46:h/IrlYnISGAm{Ac�eldrrdp!race.tole€i{nrtfregn{�wir;umta{{dn:tuuo:sps,Lnsoe:ipfnnuetnssrmfm{{a,fdn: 4451 St. Lucie Blvd. fMMseteF.mdirs;nhmf,�mepsk same y dl izms hrfkai lu rrnOfCn [egmn a fOr9f k!!rclatnpa,erLn;Stafa 6pf{n a'nrhJfa} Nairtlof!!sac m nddleflclrsL Fort Pierce, FL 34946 (oppigbl ®2Q16 A -I Roof irasses • Aatbony LTambo 111, R.I. Repieduuioo alihis document. in any fatm, is probibited without the written permission Dom A -I Roolhasses- AmhonyT.Tombo III, H. Job Truss Truss Type Qty Ply A0186053 70194 CJSA Comer Jack 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:17 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-pFmglmoNRtRmiR 4bTV1WynL_BU5_o61Od6HULy9Rsy 4-11-11 4-11-11 Dead Load Dell. = 1/16 in sn r; A 3x4 = 4-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.03 3-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.09 3-6 >649 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC20141fP12007 Matrix -MP Wind(LL) 0.09 3-6 >678 240 Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quicle. REACTIONS. (lb/size) 1 = 22110-8-0 (min. 0-1-8) 2 = 150/Mechanical 3 = 71/Mechanical Max Horz 1 = 91(LC 8) Max Uplift 1 = -119(LC 8) -2 = -135(LC 8) 3 = -11(LC 8) Max Grav 1 = 221(LC 1) 2 = 150(LC 1) 3 = 94(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf: 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 ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 1, 135 lb uplift at joint 2 and 11 lb uplift at joint 3. LOAD CASE(S) Standard tBeeep-FlnvnemS!¢a,3rne'sa toss naSc3{SFUFi;WAR%rramm r,rmmuFrerr}}luwer�u=.wawa trrefdigepe Mresdnuewe,e.u,rRr,reep,m,w�pp�;mdmlan�prre.tem:rt.isirwr sk+wweew. wsnwtw.ae eednnei o,wp FLTekssattba ewes soli izeseetardx IDdula ed/. 1saRnsd:s FnpiaeY[u.,5penetry 6yae�..`n essedumpir;rerrouhwwernasdnerrshssiwduriowiyrupvm�rdryArtle pN�eilCe snpls isnss iepnt�ss tkld6silr,nlnptll. Taek:ipeas.®itset, heEar mdeiees, ranS�inl Anthony T. Tombo III, P.E. W esuri ttsimsiureepuinyFSM1e waFwrawdd,eu..o,c, m�eas oalw�dep,xun:Fwuru=€a,dwmwerueoenaltt Qu;al>,Frru,rre,esmt.>kypwedewtonm�peeu.,ewn,rnr;o-eerwpweip.rmrrr.aew:em.ol Hwwpsld!a>xreepe�a #80083 u.r,nrwpR:rp aa[e rm.ulMesseeaewloenl rtua�ed�urnaa prate eels eh zrnagfipleuelrFnud cedwee:<emp�wdPawe.lnurw,era���ieheelamranun;oecpa,rassonn a nttesseuw,awu,wns 4451 St. Lucie Blvd. efinvhs iarmdlydsmmspeders:nnr,.rsgilFwnn lwsh:i tie cross neon bjweas is r:�rmkmgwslpsss: sruns.Fesw Fepac wrn, n;ur>y. su wplwrel�smese�wdcnu- Fort Pierce, FL 34946 (epyrigAt®RdI6 A•I RaafTlafS?r-AndianyLTanl9a Reproduction of thisdurumoar, in any farm, is prahiiiied wirhounhe wrfieapesmissionfrom A-IRool posses- Anihaayl.Tamho III, P.I. Job Truss Truss Type pry ply 70194 CJSB CORNE JACK 1 1 A0186054 Al C...t .:.,.,... CI -- 1....: ___ Job Reference (optional) • - - I • --••• --- •—•• •• • •..- •.. .. .. ... ...... scv o s.uv ,c cs, s s rvn r en usuuautea, ntG. vvea Uv IJ Utl:4U:l /'u / 'age l ID:55C91YYcgmPVbwH4eZS2dyCOxY-pFmglmoNRtRmiR_4bTV1 WynS5Ba5_o61Od6HULy9Rsy 3-8-11 I 3-8-11 3.00 12 2 0 0 T1 1 I 1 0 B1 U4 = �' 3x7 11 3 Q 0. I 0-7-9 I 3-8-11 I LOADING(pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 82/Mechanical 3 = 48/Mechanical 1 = 202/0-8-0 (min. 0-1-8) Max Horz 1 = 68(LC 8) Max Uplift 2 = -72(LC 8) 3 = -18(LC 8) 1 =-108(LC 8) Max Grav 2 = 82(LC 1) 3 = 55(LC 3) 1 = 202(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; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. DEFL. in (loc) Well Ud PLATES GRIP 0.15 Vert(LL) -0.00 8 >999 360 MT20 244/190 0.19 Vert(TL) -0.01 3-8 >999 240 0.00 Horz(TL) -0.00 2 n/a n/a -MP Wind(LL) 0.01 3-8 >999 240 Weight: 13 lb FT = 0% 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2, 18 lb uplift at joint 3 and 108 lb uplift at joint 1. CASE(S) 9nhy-Flgsshrnegllyrene. ru'l�l f0�7; 16SS6�16r 6fr3st I!WS 6L1SmI1CSCJ5?OP loTi'iilesgn?fQ6YtA1' Wn rerdyhsiplzrdnrni rnl Bits utit fort RsipOrtrie�hR;rmdtlr Ichsgl.Iseka 12,r � IMn;s S4sttdee ms. Le4ssff rnesalelmhe I�,rdr 1llkr.•mMV yldm svdkme/4rheNChhrrLi.Isairmsgmrsc hsaaa[.e„yeadryhsioce AH::rAna7i6; ryresnlsmtcgbarrdfMtnhulnd ngmwr.grcyaueltryarxthumdtlPm�e tress hlnaatltmoetry.nta tot r�eta�rnual.Ns.IsMret udnnx sFaaea.ry Anthony. nsm:sl llsTlnsfx mrldJ.-lshsnssea:loJdtls O.m,hsg.ats eilsmd egsmusSe(n1fo10:::ps,hheudedn[!%JAVck1N!alr,•Ieailligsdznslyd. Ih eprcrdd6r le0Nms fieNmdflslnss, isdrfnikuTmg,s!nere,uaAiennedka�q skilhCe n:+sauairyd Y 8003o III, P.E. Zt rtnirr. l8mhs u!sd'u hSlDgulhe lsukesedryadensfl¢lsilbq GspseelSc4ryldnxetisal[SGpsF.klstiP msSlQ snsdnerslta��d pidrct. IFH e�iaeshr rzgnssatfin mltrnestl reLsr0.•u•sei¢n 0esirie;emndlnss4mhdnsnless 44j1 St. Lucie Blvd. Fort Pierce, FL 3494b (opydght 02016 A -I RufTiosses-Anthony LTomho III, P.E. Reprodurtioo olihisdosumem,io coy form, is piohiEited whhounhe ninon permisdoo from A -I RoolTmssec• AethoeyHomhe 111, P.E, Job Truss Truss Type Qty Ply A0186055 70194 CJ5C CORNER JACK 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 122011 Print: 8.12u s Nov 12 2u1 i M11 ex industries, inc. Wea Dec is uc:qunn zu i r rage ! ID:55C91YYcfJmPVbvvH4eZS2dyCOxY-HSK2W6p?CBZdKbZG9AOG29KdgbwljFMSdGrgOny9Rsx 3-8-13 3-8-13 0-7-9 0-7-9 3-8-13 3-14 _ Plate Offsets (X Y)— r1.0-2-6 0-0-61 [1:0-0-9 1-4-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.01 3-8 >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 FBC2014frP12007 Matrix -MP Wind(LL) 0.01 3-8 >999 240 Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 82/Mechanical 3 = 48/Mechanical 1 = 202/0-8-0 (min. 0-1-8) Max Horz 1 = 68(LC 8) Max Uplift 2 = -73(LC 8) 3 = -18(LC 8) 1 = -108(LC 8) Max Grav 2 = 82(LC 1) 3 = 55(LC 3) 1 = 202(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; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 2, 18 lb uplift at joint 3 and 108 lb uplift at joint 1. LOAD CASE(S) Standard W.q.f!nunmry!!r,,:�r.Lief-ua:rnmsrs;'u.1u; ONE rosMay Llmrhm, ff. rdu,:aw..ISfw .Gus,can=iseWdw n: reo.,df ILtsi¢a�n}�mssknl: rsdta seto6t,trrdr. eselmsox.tr�ss{�e. srmscyFF�au.:'en: ss!nml ra rgmms®scnea„amrrd,:s+mod vtnnnga:�saryar ss t,u�dmensdsue•; t:rdd„r too,dr.nta tnl nmt,vs,v;s,�tmn.!memudsnL smu!q Anthony T. Tombo EII, P.E. 'a dr:lmr 0—,neG—e"Abdgeng>wrrg0m."'baend.ddlieir6,11(.1fieW! 1fq h'aMl.rkeeryrddtiel00Wmfie!domed&in,s;addojnielsl:rye.visCnwulkaxtAd!YeflenrynM1inrd 280083 ' mr,afyos!Psrdtr,m,d,r. u!,d,ssd,d'u!>zmnsrfeRen! srm.dM., drendacFsdI iIn:e.lntdnnn,ngnaiaesnsnn:sd!dr„snesze,rmneeat,hi„nnilnns n,,;odess 4451 St. Lucie Blvd. encmvkh,dnerxnmryeaop,�ens7gys!patiaswd,dttarn;soeouvpLsntsr9tn,p:mgomstt,;al,nsSrnKhrand„Ttrt�s}merrcdcea!nasnenaan,dvmr. Fort Pierce, FL 34946 (opyiijbi V 2016 A-1 loof husees-Authony1.lombo lll,p.E. Reprodudionof this dommem,in onyform, is pidtlited xishounho minen permission from Ad Roof fmsses. Amhony 1. Lembo ill; P.E. Job Truss Truss Type Oty Ply 70194 . CJSR Comer J Ck 1 1 A0186056 AlRccfT.,,s c. o;e. rr 9 AC , _: , ,._.__ ___ Job Reference o tional • • • •_-• • ••-�-�-r • �•• • •�••�-, • •- ��,�, ..��:y,�,e ,.,���....,rre nee . o. ecu e�uv ec cu i r runs: o. 20 s Nov i2 20 / MI I eK industries, Inc. Wed Dec 13 08:40:18 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-HSK2W6p?CBZdKbZG9AOG29KSubnLjFMSdGrgOny9Rsx 4-11-7 1 4-11-7 3.00 12 2 T1 a v7 7 1 B1 A 3 3x4 = 4-11-7 I 4-11-7 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 �13C Vert(LL) 0.19 3-6 >312 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 0.83 Vert(TL) -0.09 3-6 >657 240 BCLL 0.0 ' Rep Stress Incr YES IWB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-4-2 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 = 220/0-8-0 (min. 0-1-8) 2 = 149/Mechanical 3 = 71/Mechanical Max Horz 1 = 90(LC 8) Max Uplift 1 =-242(LC 8) 2 _-156(LC 8) 3 =-113(LC 8) Max Grav 1 = 220(LC 1) 2 = 149(LC 1) 3 = 94(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 242 lb uplift at joint 11, 156 lb uplift at joint 2 and 113 lb uplift at joint 3. CASE(S) NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. getie;-Flen!tlutgllrrMer6e7dlgi❑uSSB�PLFs`.6[131t IFLkf6lDeUMESSUM82"M31-.11KOMIillSerlus IrHt nry!p,v 9rnlwe!ntl!Iren Ce!ipOrseigll[y?md8e46eay1.Fuke 1p,l.F.1!!nmx57M1!Ire rv. Cekn dlu.i!e!sl!Im Re 1CP,ed; ftli!ktumrarrlehs sM{ktsesfortleNCgkreel:LA!oTmselsr,eh;n!s1s,Si!:uPry[e;lu?rl rk sslnvgTO;tpmmsmevsM!!dmrFrrh:sindee;iunriympcSei.hrtte lnipdtlrcsn;4lruc/peledn A,INWr,neniRL liekslpa n:rspnn,la{uire!Iciu; uinli:tl; afnlAlktinn kre;hash;Is Be nspeu59a;r1lad.eer, ea Onds o�rrinleptn 0!iH'Ify Un�p!rh3er!d!ddMtlC.9!ladtulmikrtf�of!alfFli.tle epm,IdlirNUQl oyfr.N.u!:tle1'nu: marf�Fcrdny nn!;!,usSrinw�.ikw;sitltreem;miiaald Anthony. TOrsIbO III, P.E. Y Ife67fo;0!updW 6ffiMrr. Ian's eetenuo-IN "I peGm nlp!ielunellltkilEq 6ap!el Sa4h MiaeoanlSl)p3fi;ks11; IPNSEG nrreker.!14rpyel piieee. IPFiedhes@ern;ns3iTdes nfCrliesAPelmcfFspe,Tressh!ipEy !eedlnsstudcMeynl!n f #80083 eAavhe &rre1M t!oenmepndryn a rrfrg ITon pnwonleeA Ik ln.s Mslp 4pnn Is Kglde trUie;anlpnlnLrss Srsha 6;men otnyerllie} Wlaiedaellnn; ne n ddlrelkRN. 4451 St. Lude Blvd. (oppighf02016A-livaffmsses-ArthaoyT.TombaIII, P.E.lItprodortioaalibis doiameut,faoay4ns,isprobibiiedwilhoaihewfienpermission from A-IiioafLassas-AribonyT.Tomball],P.F. Fort Pierce, FL 34946 a Job Truss Truss Type Qly Ply A0186057 70194 CJST CORNER JACK 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 0B:40:19 2017 Page 1 .ID:55C9lYYcgmPVbvvH4eZS2dyCOxY-meuQjSgezUhUxk8SiuXVbNtes-9CShcbswbNYEy9Rsw 0-7-9 0-7-9 5-7-15 5-0-6 Plate Offsets (X Y)— [1:0-2-8 0-0-3) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.13 3-7 >512 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.06 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 307/0-8-0 (min. 0-1-8) 2 = 148/Mechanical 3 = 51/Mechanical Max Horz 1 = 95(LC 8) Max Uplift ' 1 = -341(LC 8) 2 = -150(LC 8) 3 = -96(LC 8) Max Grav 1 = ' 307(LC 1) 2 = 148(LC 1) 3 = 86(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 1, 150 lb uplift at joint 2 and 96 lb uplift at joint 3. LOAD CASE(S) Standard wmilr�FlnvHntgllr ntaaHe'hl ig"sfiMS(s(A;1Fh;ifR3ll le1lS6[DaplYpeS(pSrOYj WTI)YIIXpS:Em'Yflr hma rem(win pa-ca!Ms ne nd etlesnlMt lass CesylpnrmyllpjmlM1e /dlwrl.fox(alp,r'.lekna Skeetefrsern. Gl<:s aMnrisl nle(ntte lGY,ulf :. 'tLTetr mtplercs!fdlknNimltRtnksdt lsrirnspn:�biae(i.,5ieatlr Ff(i rmH:;�na�i(r",rgrnri!!n<rtt0srrelbe rsa4ailadn;iasrgwpwaflayWttt fesipdth woo- 1eimdn fv]Do WI, W.TRL Nfisgn mno/hsy ietuiwlcirc!,ssaawlnt Anthony T. Tombo III, P.E. n/nld Anrmslervgh!�sr I1Hlnspnihl�dd d.la, da CnerssAtmei yedu H:tnlf�Cnge,hHetededd(n RCM1lIYn/HlIn1lMiYgsdlMRFI. Ih eAsnddfirlpgtN erkNnedflerms;Hd.rrgksdog, dage.ullrnrtinniknq isdl YetlxndnsHidtd = 80083 Ihta:lfmrplfilter%6Ysl;In. AVenessdtnHlhlOCnldxpeCisnedh eliersdHehi4faf(ec�snlluhhldnnelan(itSfjrdB!te(IrRinlS6fAendnn:dWpnrdPilaxl.7Rliefnnfienstns�itAesni[:6esdH!Lassp»Rn,Tnilp!!ISI Flnntln{SYndi�ntl,tllnl 4451 St. Lucie Blvd. !Hlnk! MmAlrs:wbm s, edgn§ r!axg irc4p;ttes Ileshd the (na Dt2n bttrrH kr:r8r6t:iligptdresr,nLns9nra 6iWa dollaatls} Sllsryudc!d!nzs mrs d�M uRN. � Fort Pierce, FL 34946 Copyright�2gl6A-IholTrosses-AnhonyT.TamboIII,P.E, Reprododianofthisdommem,inanyfaim,isprobibitedw4hoolihewlinenpermissiadromAdRoofTrasses-Anthony1.Dnh111,P.E. Job Truss Truss Type Qty Ply 70194 CJ6B JACK-O EN 1 1 A0186058 I Job Reference o tional .........— „ ,.,„ of ,,,w�a,o�, „i, vvuu uuu ro uo:wu: ro zu I i rage i ID:55C9IYYcgmPVbvvH4eZS2dyCOxY-meuQjSgezUhUxk8SEuXVbNtjB_BvShcbswbNYEy9Rsw 5-6-0 Sf,-n 3.00 F12 1 I LlB1 A 3x4 = Q 3x7 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 140/Mechanical 3 = 72/Mechanical 1 = 280/0-8-0 (min.0-1=8) Max Horz 1 = 101(LC 8) Max Uplift 2 =-125(LC 8) 3 = -19(LC 8) 1 = 151(LC 8) Max Grav 2 = 140(LC 1) 3 = 90(LC 3) 1 = 280(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. DEFL. in (loc) I/deft 0.49 Vert(LL) -0.03 3-8 >999 0.55 Vert(TL) -0.08 3-8 >830 0.00 Horz(TL) -0.01 2 n/a -MP Wind(LL) 0.08 3-8 >798 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 2, 19 lb uplift at joint 3 and 151 lb uplift at joint 1. CASE(S) M Ud PLATES GRIP 360 MT20 2441190 240 n/a 240 Weight: 19 lb FT = 0% w«a3.nn,znm.yeirme. fl<�aa ro.[Woos; s,�un„�[rsu rtra� s m4mnoas rusrou[-rur�strren,¢�ursr'me. [aarw�p �.n,snear��u,es rnn ees�poa.�potmaarem� r.rn[r ia: rt.[,!ern;�snrwe,ew rressacmi,rnndnne rco.nir fLl,t,:aema,doh„a➢kaeifarC,iWmk,dil,rLas UaE,sazn{n,Siu!rlry Gsua afl: sxinmrlP7rgn:rns®napherAdxrrFksunilngua,nrr we:fltlisWrflS ksiprlmewy6 smslyaMnl7Culr.nittiRr. Txhnpa�npid, laGurnd¢ieve,s,flfEor canedx;umu,yu rr,mmpriamtaaa.ra.,e. ,oenureymnn,earaor.pa,a aamdn,oGfl,arma�ur ,a�a�mma. teenmdmumnnr�tdanetarr,,,:va,ryra,u[,,nrp.awrrdnniw tti[ra alnrind MthonYT.80083 III, P.E. ai[:sorda.laedn,dede�[ndn[xe rtAmar adnadNuWh a. ,rsde alamoe s d d:n In ? 8006- rr r r r h R 9r f p pi6ce.IRi ufia,fl, esinw �a nfktis,d B:Lrssa: a,irea�n, Eeaaeaedlass vudr9nn,<das 4451 St. Lucie Blvd. . rflnwissMHuEirsreM�spmdynien2nlydlpaneslndrN.rifrmaDe,!nGy�alsrirfleruIligbnipala}rns$damh�seiofnrlr!IlmgtJlarmdtss�assnemdduNkML FortPierCe,FL 3494b (opyrigbt � 2016 A -I Aaalbmsses- Anthamy LTanba lll, P.F. Rtprododian alibis dommmmt, in any rm, is prohibited witbaathe arfien permission from Ad AaalTrasses- Anibmmyl.limbs 111, P.E. Job Truss Truss Type Qty Ply A0186059 70194 CJ7B CORNER JACK 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:19 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-meuQjSgezU h Uxk8 Si uxVbNtly_DfS hcbswbNYEy9 Rsw 5-0-2 5-0-2 0-7-9 0-7-9 5-0-2 44-9 Plate Offsets (X Y)— [1:0-2-6 0-0-6] [1:0-0-9 1-4-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.02 3-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.05 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.05 3-8 >999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 124/Mechanical 3 = 66/Mechanical 1 = 258/0-8-0 (min. 0-1-8) Max Horz ' 1 = 92(LC 8) Max Uplift 2 = -111 (LC 8) 3 = -19(LC 8) 1 = -139(LC 8) Max Grav 2 = 124(LC 1) 3 = 80(LC 3) 1 = 258(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; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 2, 19 lb uplift at joint 3 and 139 lb uplift at joint 1. LOAD CASE(S) Standard enop-nen? mr�egR.�.ne i nurr nesss; satuy.sllau llrus a emmncesmnou� rm:nururramuErrtr� r�r<em p�r�d�rwr<rf eoxr nse ur,r ee,i�oa.app�;aoam ldi�T. r�G m,r:.ld�r„ shntdRr w. cdr:: arrey�,e,:+N m me lcardp IL7sktaeo:derplehs szilkrsefurkeieCultedd Asrirmt 6ncs 6yh?m[It,die;nRr f4kluvR lte3�W99yTgb 1(pICe315®eCepffitdU?Kde:S115fItFph4l�r:fpW:lIJ:1�Wf SL lmi�dEYtle]STIP..Rj'TAFrhtlgDedp,IEIOINI. ISCItSlpl tieeReeS, IPefRpflelfllQS, Nll3i15ry Anthony T. Tombo III, P.E. erndn:Ti.nlmrgui�lkde dllldld9r orrn,N meharaoK$�,nnr rdn rn:o:,drttauu Wlofiarrh.fml.±80083 ' IhSeAfoyOesigesa6ekrdn.IQec"Moti.neIngrdtlzpdrernes':6hudt0'nhJI.-MslSa4hlde¢etiwl(SljrdEkelkrlNnFHea5us8erespns3 lSKAwdaurdirrimdlrid—I17liefnefttieodlL•l�asrn:z,s,Tewsk:ist'9eendTussvadrdner,nless.� 4451St. Lucie Blvd. rtlernne hrmelk.e:«n�ryatgnle W�mreyalpcmes iodr:llt, rrrs ongr u9extesormeiu�¢rnpm,,aTrsss.pdn tgme, dnJhaf�a9. ul rn �dler::c nena�nkarnt. rort Pierce, FL 34946 Upyrigbf D 2016 Ad RoofTrnsses- Amhooyl. Tombo 111, P.E. Repsodudian of this dotimentin any form, is prohibited whfoatthe mined permission from Ad Real Tmssu- Anthony T.Tombo III, IrE. Job Truss Truss Type Qty Ply 70194 CJ7C CORNE JACK 1 1 A0186060 Job Reference (optional) E 3.7 11 3x4 = _ ....<-1. — ,<<.,,,,v.-111—u—,11io- vveuunc auo:4U:LUeuit rage I D:55C91YYcgmPVbvvH4eZS2dyCOxY-EgSoxogGkopLZujfGb2k7aPwgOZsB8r15aKx5gy9Rsv 5-0-4 5-0-4 3.00 12 2 r1 v B, �I 1 3 5-0.4 nasc vusess sn, T1-- II:U-Z-U,U-U-b I, I-ICU-U-2i7-4-a1 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 0.38 Vert(LL) -0.02 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.05 3-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -MP Wind(LL) 0.05 3-8 >999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2BOT 2x4 SP No.2 4)' This truss has been designed for a live load of WEDGEORD 20.Opsf on the bottom chord in all areas where a Left: 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 5-0-4 oc 6) Provide to bearing mechanical connection (by others) of truss plate capable of withstanding 111 lb uplift at purlins. BOT CHORD joint 2, 19 lb uplift at joint 3 and 139 lb uplift at joint 1. Rigid ceiling directly applied or 10-0-0 oc bracing. IMiTek CASE(S) recommends that Stabilizers and required LOAD cross bracing be installed during truss erection, in Standard accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 124/Mechanical 3 = 66/Mechanical 1 = 258/0-8-0 (min. 0-1-8) Max Horz 1 = 92(LC 8) Max Uplift 2 =-111(LC 8) 3 = -19(LC 8) 1 =-139(LC 8) Max Grav 2 = 124(LC 1) _ 3 = 80(LC 3) 1 = 258(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; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. BUsn;-Nms 61-0 114-b"I I Ulf 11953'& W' SINEkt MWS R MIMS 11091 WEiM0119'Wr EkTdra. fnihfecip p zetnsad nsln!es n6is Tnss hsipgrtriey(I6:;mltle leR®;i. Tacla ley tE lelenmr 5tu!Edaem. [el<sstlknaisesmfH n6e tCg WT . F8T¢kaaxAer�tlrs sMlksseisuRelPCmked:t. AssTrgs Orris 6s{ie,S;UuLry 6sra R:seln�•ifi; sq�esslsnsre;Pmedme;sdeuinalU;iaxrgr::goe;�eikhm; RtI64pA16tL ;If Im:ItpII t n RBI00ss1(,sEta TfFI. Tm![sgsP:#B;kit{, isCrz; tL1f$inF tU79kld7 of UedRr,Tnss6x mpNillr; is Re ¢sNn6drt;Ame O•nr,Re OeUrssAknhef a;%CUR-G11m;gn;pa,A3:ewled df4elC Re IS(nlftrlwl i�FlGq�u(RIL IFx yrynela!fKiQOndutfidleu sffte(rns, udetnThuT yslatte,usmEetiocuihn�sivlle rs ns;mnJitfd Anthony s.TORIboIII,P.E- Re84 0ssi at UtOv. Illlniuse.P14 WOO nfRx' mmut tisrnssAw'm 80083 ea �+ 1 n! S sl Sshtlme nEfS¢;dGlelhtflMSECI U.sAnenlm gssd;s face. iffl fienRe ngn Neseelh&sd �Le Ope,Lnsg.ip ag eeanllnss @sUlsa n: cdrss 4451 SG Lucie Blvd. emnxtsakhresNs;oaocelsgodo;nR nx`.� IT of FaAms inahat 16a iraaOU!n Ee;nsU is tgiRrblll�0nips,rtmass4slesNrmsa a nglzllia;. lllrziedcallmzs m nCefudmTfs)- (oppighs�7016A-19oofLosses-Arahoryi.TemhoBl,P.F. Roprodonionatihisdosumeot,ineeptosm,ispsohi4ilzd•aBhautihaminenpermissianlrwaA-1loolimsses-Amhooy(.Iamb III, p.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0186061 70194 CRT CORNER JACK 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x5 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:20 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-EgSoxogGkopLZujfGb2k7aPnsOTzB8ri5aKx5gy9Rsv 0-7-9 0-7-9 6-1-6 5-5-13 Plate Offsets (X,Y)— r1:0-2-8,0-0-31 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.19 3-7 >375 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.09 3-7 >833 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 2 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 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-7-14 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 = 327/0-8-0 (min. 0-1-8) 2 = 162/Mechanical 3 = 58/Mechanical Max Harz 1 = 102(LC 8) Max Uplift 1 = -363(LC 8) .2 = -165(LC 8) 3 = -107(LC 8) Max Grav 1 = 327(LC 1) 2 = 162(LC 1) -3 = 95(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 1, 165 lb uplift at joint 2 and 107lb uplift at joint 3. LOAD CASE(S) Standard xmnt.nes,9.n,uEme.Yu'll far nrsS6fSrilEi",5[t3ll 11456rEpglnf'Y!(rS?OY'tbTd'11160S:ifuLLEFr'bm rrtdrtesippaadnr M,nl nie!n4a"srn!sp!ipN,rus(IgC}mdtte trfnerl(n`u18,rf.tde;n�Shstkfae ni klry Clml!e RtetmCrtOg,erlT wT=Y,��an!ge !iilkrs{i lerCukedt.AeTmsUxsErr�sr,-ymr<T4rittm0:!�naplP7rtpmm�xRtxrd6rr!�h!siminranug,mmramryrrtt<trvpamew¢?m:t!Ero�nntaeedr,rtnml.cxtngrnnn?n «eRTmtnrrcma?u? AnthonyT.TomboIII, P.E. ntn:dwnTw!slx mr k�kssls 6empniklr?d6!Ono,tU.:ds rAlrmet rgreup: WHeq Osge,wte nnMnti!tr&r lx nitelael7:I{ur!rhnilt4E.tsx eRmddhe fCDnl otfi:t{nrdBeTms; wdrtiyknelvy!iuere,hndxus at nn:y!mik6xn!rns tiryd ' =80083 net«iley gai�rnt6rtnan. EIlen:s sded'n lilgg nittxpeGimn{ptdne!elYukidq 0:pealsa4ht3e,a4wrnlsgrdfi,kllr(tlnlS6Q we,dneeeoGr{mad pilrxe. lPFltinnke rzgn7Cn nikfierdlkhnsR:u�n,?ms klise6;+ewodlnssVmh:Mn; nlns'� 44515t. Lucie Blvd. sfl!iahriefimdirr(oeoateped2prkn5n lre'IpNn hnh!dlk[ro.eDeYce[er@v,i!C7EMbltieq ge!I,pn,n?n!ssrnez Gib!n®!egM:niey 9iarudcre'asr no nd�ntrclT41. Fort Pierce, FL 34946 (opyright 9 2Rl6 A -I Roaibrssas-Amhnoyi.Tomho Ill,IIF, Rermdurtian aphis dommem, in any form, is prohibited withoutthe written permission from Ad Roof Trusses - Art try T. Tambo ill, P.E. Job Truss Truss Type Oty 70194 CAB CORNE JACK 1 1TWT A0eference Di Roof Tn o tional ----_ Job Truss Truss Type Qty Ply A0186063 70194 CJ9C CORNER JACK 1 1 Job Reference o tional Al MOOT Trusses, rort rierce, rL Z9U*O, uaesryul,a rn uaa.wiII 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:21 2017 Page 1 ID:55C9lYYcgmPVbvvH4eZS2dyCOxY-i10B88ruV6xCB2HrgJZzgoy?DogAwb5uJE4Ud6y9Rsu Dead Load Defl. = 1/8 in s 0-7-9 0-7-9 6-3-11 5-8-2 _ Plate Offsets (X Y)— [1:0-2-60-0-6] [1:0-0-9 1-4-9] LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.05 3-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.15 3-8 >500 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.15 3-8 >502 240 Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 ' BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 166/Mechanical 3 = 83/Mechanical 1 = 315/0-8-0 (min. 0-1-8) Max Horz 1 = 116(LC 8) Max Uplift 2 =-149(LC 8) 3 = -19(LC 8) 1 =-170(LC 8) Max Grav 2 = 166(LC 1) 3 = 106(LC 3) 1 = 315(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; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 2, 19 lb uplift at joint 3 and 170 lb uplift at joint 1. LOAD CASE(S) Standard Nmir;-Fleas¢tl¢negrlrremade'LI INC', C¢1¢n0a'.Is¢rod 'Tetult wLkasuerylelessa¢Ifk¢<etfar'CT'CL'hle!dtA:rTnrsCmr,¢ Anthony T. Tombo III, P.E. ndn¢dNi T—W.11v&j10¢rnpnu:lA;dbdr¢n, tre CxxerronMhde;en'eIS¢Se�l/ia; U:v ,n?: nArdr(!ielM !F¢Itt air7rTarsIS, If n3zrx1R1I Rx¢RmaldH¢160nl rry fi:llcs¢dd¢Tnss ndefiy4xliq. slxggns7¢Ixf�ul knys4dlhllxre!;mi»tat¢I z80083 n¢Ggruro¢sigsrxe [utrtln. Alf[stes ss!rdie RlOC ¢rl@xP mnl;rsl'rer elttelcP.J'sr Gc;¢¢nl Sa4h ldaadpo�f51?rdC3atlrr,9 n159Ll rrnln¢rx/b: Prrd;+ilaae. irblednes8rngnsAelfier rti2¢InrdCr.ITnr C:wax,Trcu Arita leT.renedlrecr NuA¢tlnn; nlm .. 4451 St. Lucie BIVd. ¢tleraisreerm¢dl.r:xnmrQndgmm�rrayaTrmunmds..l�rraaosxuE.g�s,lrrgrrt¢waeggmrsn,nuns<.;der¢;�cd¢grrut.,ula;adedlnssuerraai¢d:cttn- Fort Pierce, FL 34946 (epyright�2416 A4 ReafTrusset AnihooyLTamhn lll,BE. Reprodonion of this document in onyform,is piohibitedaithoutthe a rinenpenolssionfrom A-f Reaffmsses- Anthony T. Tom5o'fi; Pt, Job Truss Truss Type qty ply 70194 CAT CORNE JACK 1 1 A0186064 Ai RnnfTmscas F—t Pic— Ft '7AOAR A—i,...r,�,t�,�.... Job Reference o tional _.y..` ""If n11160,141Jslvo 12201rnnttexindustries, inc. Wed Dec 1308:40:21 2017 Pagel ID:55C91YYcgmPVbvvH4eZS2dyCOxY-i 10B88ruV6xCB2HrgJZzgoy__2orOwb5uJE4Ud6y9Rsu 5-8-10 5-8-10 2.74 12 2 0 T1 0 m 1 I q = B1 3 3x5 = �• n 0-7-9 5-8-10 0-7-9 I 5-1-1 Plate Offsets (X,Y)— (1:0-2-8,0-0-31 l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.79 Vert(LL) 0.14 3-7 >492 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.06 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2BOT 2x4 SP No.2 4) ' This truss has been designed for a live load of BRACING- 20.Opsf on the bottom chord in all areas where a TOP CHORD rectangle bottom 3-6-0 tall by 2-0-0 wide will fit between the chord and any other members. Structural wood sheathing directly applied or 5-8-10 oc purlins. 5) Defer to girder(s) for truss to truss connections. BOT CHORD 6) Provide mechanical connection (by others) of truss Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing joint' plate capable of withstanding 344 lb uplift at 1, 152 lb uplift atjoint 2 and 98 lb uplift at joint 3. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. LOAD CASE(S) REACTIONS. (lb/size) Standard 1 = 310/0-8-0 (min. 0-1-8) 2 = 150/Mechanical 3 = 52/Mechanical Max Horz 1 = 96(LC 8) Max Uplift 1 =-344(LC 8) 2 =-152(LC 8) - 3 = -98(LC 8) Max Grav 1 = 310(LC 1) 2 = 150(LC 1) 3 = 87(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf;,BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. ffanu;-Flenetlanapk¢n.rt+k5e7I I0-UTIm53�,'P.L:ilSEY3ll f7@58(5#elllgrS iPlIOYr EUfiPi„�Gj6iFl�eYf6Thm lmhfaip paaa!Meufreot tsntisiren Cnipgrsrielpp�mdee sstaeriIexlal^;P.F.lete•r�sin!tetxe mt. Crless drs.1"oldm3-n-If rLTsksnaa@rplelrs ssdlRnettwstnit sdd. IstimsgnEel�s(ia,Spen,Eq[rsiu=4Nesclnaajiq}nimntsntcep2atdRapnkssutaltgrssriyrnyss:�Eisnkrr!eitsdmesnytia<.; itpudnr ID@nli,ainitFt. tY.&usnn:taians, ItdlgmtiSe,s, navna, : Anthony T. Tornbo III, P.E. tetnedsvnTarstar,apkirarsklkenyns�lirydRrgve,r,kgnds oesainiegm'n rrcEalrmpen:pe,v�dx ntleddntlY ftelt(nlsir�InilGq<dtal R{.r. tk erpmardl4emeeenrfitNnedflrfms;t,ddhR�.sti�, ilagt;nsfelidAatd bn!u sidleeRanspnsnadrd - �80083 Zt yd50 snrtlnnAW.tb�d{o... inIe�im4e nspns�lfin ntllettes dn0ossun;Ij¢ss 0esip, fa tenetiinss Bnehmranlns4451 St. Lucie Blvd. I Fort Pierce, FL 34946 Copyright�2016AARoolTsosses-ArthonyLTonbolll.P.I. Repsodudionofthisdmamem,inanyform,isprohibitedwhheutibewrittenpermissionfromA-lRaafTnSs'.s-ArthonyI.Iambs111;U J Job Truss Truss Type Qty Ply A0186035 70194 CJ1OT CORNER JACK 1 1 Job Reference o tional A 1 11001 1 russes, r0FE rierce, rr- 04.`140, uessynl,a 1 u uaa.wm 0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:22 2017 Page 1 I D:55C91YYcgmPV bvvH4eZS2dyCOxY-ADZZLUsWGP33oCs1O04CD?VB?CDdf2L1 Yup 19Zy9Rst 5-3-14 1 0-7-9 0' 5-3-14 4-8-5 Plate Offsets (X Y)— [1:0-3-0 0-0-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(LL) 0.10 3-7 >666 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.04 3-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quirle. REACTIONS. (lb/size) 1 = 293/0-8-0 (min. 0-1-8) 2 = 137/Mechanical 3 = 46/Mechanical Max Horz 1 = 89(LC 8) Max Uplift • 1 =-325(LC 8) 2 =-139(LC 8) 3 = -88(LC 8) Max Grav 1 = 293(LC 1) •2 = 137(LC 1) 3 = 79(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 nonconcurrentwith any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 325 lb uplift at joint 1, 139 lb uplift at joint 2 and 88 lb uplift at joint 3. LOAD CASE(S) Standard Hamby-flea;aakne¢lpreaew Yu"LiICCEilaL6'R'�nr`y eEE31S I'Mil D4BIn)MCJffOYiNYY�"jt(1'k;9[F(RLLE%1'hsa lertl}Wiptpzo^9naadrzal eNesnRds(mtktigtCnrmSOQs)msIA, hb.1I.lexke rz: Pf.fAeTanS tFelxtati. Ctkne±t-i—Ildmlkl!O,nIt tbTtt—ft pkkiMkt5leW. 11,0041en01. /stlntsats:g ftt t il. tLTEgiat2t`l abiclnmy'ICaiElM.FelS�iftpPffi[dMtlRt:�intlaaS�atitiyte•.gcm EDJr6(h/tti�dlhe5b�leito!:/tpsldnhtlUUNIf,n1tt lnl.IS°It;iptK;r®pM¢S, htlrtpuafnea4 aa( Anthony T. Tombo III, P.E. � admlib Tsns tragdiE dhlSe mpn 3:Ii�alOtnrxSPa C.xta Aladrtegaan letAffary0::�s,b3e aeaitdaflivlE4BalHnifxlasl5rltgtaks(itld. ite epmal dtvet00nl utfitll.sedfltfnss iaddny[ne[my singt,nsftl'ertaniimus4dl itPx n:tmiWattl 80083 ' neBaJfuy auPxtal[tahaart. Inulrt saf rtl It 5elDC np!hpaCirz;erl y9tlitsdTskilt p(ecpaanSSflkldaasetion(it5gptin:ktip In n5S3Gsmulsn:dlxp_�salptidas:e. lnI eea!lstlt rzspreu�Inn mi6:asadh:Uas.C:sga, iuugesiptEy!tlsn[imssYulh.Mta; nitn 44515t. Lucie Blvd. atlmaiseafineflrvtatls¢lutrdepnbvn':txN, dl pstln ixtlsd.lia lranneece Ee3Lsa Bk9ltkWllliag Ceslpats,ttLor. Spska Bkana!egYLltbp. �Iupneledtsa:; ur n!¢fiu1zTEFt Fort Pierce, FL 34046 (opyright 0 2016 Ad halTimes-AnihaayT.Tambo ill, il.E. litproeuni" alibis Moment, in any form, is prohibbed •xithouttbe sninen permission from A-1'Roatirusses- AalhoayLTombo ill, P.E. Job Truss Truss Type Qty Ply 70194 FG01 FLOOR IRDER 1 A0186065 Job Reference (optional) mo rG-ur/-nIex.....mes, Inc. Wea uec-rjuts:4u:Z3zu-if rage1 ID:55C91YYcgmPVbwH4eZS2dyCOxY-eP7xZgt8ljBwQMRExjbRID1 LDcXoOJIBnYZbh?y9Rss 1i 2 1� 0-1�2i 10 8� 1� 9 15� I 01 10-2 I 0-1 � 1� 10 6 I 1-8-3 Dead Load Defl. = 1/8 in 6x6 = 1.5x4 11 1 2 4x8 = 3 4x8 = 1.5 4 4 11 5 3x4 = 1.5x4 11 4x4 = 6 7 8 3x4 = 3x4 = 1.5x4 II 9 10 11 4x8 = 12 2 5 IXA6 $ 9 �N la— B1 U 1Li U B2 LJ i 24 23 2x4 11 400 = 22 3x6 11 25 21 20 2x4 II 7xl 19 18 17 16 = 7x10 MT20HS= 6x6 = 2x4 11 2x4 II 26 15 14 2x4 II 3x10 = 13 3x4 I i 3-3-15 5-3-8 ST5�8 7-8-11 $-8-11 , 9-8-12 14-5-4 1 8-0 1-11-9 0-2-0 2-3-3 1-0� 1-0-0 4-8-9 n-s-nl rq-n-s-n n-9-m rd-n-q-n n-9-nl rst-n-1-19 n-i-nl rw•nn_n n_,)_4n7 rIA-n qs n d_al r17•n n LOADING(psf) SPACING- 1-10-0 CSI. DEFL. in (Ice) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.27 18-20 >734 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.41 18-20 >482 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) -0.03 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 191 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W9: 2x8 SP No.2 W6,W4,W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 cc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1 = 3436/0-3-8 (min. 0-1-8) 13 = 1978/Mechanical Max Grav 1 = 3436(LC 1) 13 = 1978(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=0/301, 12-13=-1697/0, 1-2=-4215/0, 2-3=-4215/0, 3-4=-9488/0, 4-5=-12352/0, 5-6=-12352/0, 6-7=-10415/0, 7-8=-10415/0, 8-9=7162/0, 9-10=-7162/0, 10-11=-3293/0, 11-12=-3293/0 BOT CHORD 22-23=0/9488, 22-25=0/9488, 21-25=0/9488, 20-21=0/9488, 19-20=0/10415, 18-1 9=0/1 0415, 17-18=0/10415, 16-17=0/7162, 16-26=017162. 15-26=017162, 14-15=017162, 13-14=0/355 WEBS 6-1 8=-1 030/0, 7-17=-896/0, 3-22=0/2598, 4-21 =-1 838/0, 8-16=-2502/0, 10-1 5=0/1 400, 8-17=0/4751, 10-14=-4347/0, 12-14=0/3309, 4-20=0/4307, 5-20=-835/0, 6-20=0/2499, 2-23=0/415, 1-23=0/4967, 3-23=-6520/0 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc,I x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 cc. Webs connected as follows: 2x4 - 1 row at 0-7-0 cc, Except member 18-6 2x4 - 1 row at 0-9-0 cc, member 17-7 2x4 - 1 row at 0-9-0 cc, member 22-3 2x4 - 1 row at 0-9-0 cc, member 21-4 2x4 - 1 row at 0-9-0 cc, member 16-8 2x4 - 1 row at 0-9-0 cc, member 15-10 2x4 - 1 row at 0-9-0 cc, member 8-17 2x4 - 1 row at 0-910 cc, member 10-14 2x4 - 1 row at 0-9-0 cc, member 14-11 2x4 - 1 row at 0-9-0 cc, member 12-14 2x - 1 row at 0-9-0 cc, member 4-20 2x4 - 1 row at 0-9� 0 cc, member 20-5 2x4 - 1 row at 0-9-0 cc, member 20-6 2x4 - 1 row at 0-9-0 cc, member 23-2 2x4 - 1 row at 0-9-0 cc, member 23-1 2x4 - 1 row at 040 cc, member 3-23 2x4 - 1 row at 0-9-0 cc. 2) l 11 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 '13 unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Refer to girder(s) for truss to truss connections. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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. 8) gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shall be proylded sufficient to support concentrated load(s) 342 lb down at 1-8-15, and 2675 lb down at 5-5-15 on botiom chord. The design/selection of such connection device(s) is the responsibility of others. CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-24=-9, 1-12=-92 Concentrated Loads (lb) Vert: 20=-2675(F) 23=-342(F) 25=-580 26=-161 TBSsj flnfi:¢(isfly l!•Ri tSn tr 1: RES$5(sEnH'!E1Nsictt E.Et611:.IriJ($It11CSl �L7!Er jX.(A76:'-46Ur.,Ri'h�g,Gf:�; kij4 pEf95t'in R; IMteiiE;PRSiftJi r:t�Q iel4j(J6[';q�:�5 DSEFI. iEFN Q1,r�.G}F.IN$bld G(fltn46S'tk AeiStileSRRdg--nerlr ui!aacewwssckndta6+IMGp>ors,t+ssesin {,,�eun,:u,Ae:lanuslaAnnxeru��,dn,kehrw�quyepmG mn.apd6rs ,lrnJryws�uermsh,�:nu.1460 w4b.aS y�,eu,>ha Anthony T. Tombo ITT P.E. adrudnkslnsstxoltddrqu4rnyess0uhatl. ea,asCcxds e6nirdq+d«deG;tpr4nganfb5errirIIit4a7f,irA'¢i dalsdlcyvpnL•sJRl 1. liegpastidpei":Aea eq`:ieldxtdYt tasL.uxiiglzdyshrtpyk9etsidadhrC�sFnGkKursewsl#irsf ' 3tEx'.eisyu:4ur�dfquscar.SA»s;sdnts6aR6aehspxtus�pis.kns!M�itapGga .Se�uyh sa:a�ltuttltics,4!}Mad il:lmr6mifmprtlof.a,1114fr'maenujaw-AmdR!iexdWtnss6sa;ar,tgnIV;&rq'sauss msu�cftn',Ness �80063 44Si5t.lutieBlvd, s'stiifuGSneilleser`.rJe�eHgabes;Yrsyh,hfet7eshMrti;Gltns 6Ed7shoff. is 61S 4eta q!;Es�,tt flusnhargiaea dal Wlq 11XIM iumm es d-xd Wlfil. EopyrighS 01016 A-1 Reolinszes-AnlhneyLlomho111, P,E. ieprodaUnn ell6is dosomeab in my fesmithaau > is prabi60ed rhe afinen permissionhose A-1 pavi Tresses-Anfherryl, Icmtalil, P.L Fort frierce, FL 34946 Job Truss Truss Type Qty Ply A0186066 70194 FG02 Floor Girder 1 2 Job Reference (optional) A[ Moor r Fusses, ron rwrae, rr- J-0, uomynl,a t u uba.wrti i 2-6-0 J r— ,a.u. U.— .— .1 —1 , ,�.. �,.... ,«.... ......... ...... ...... ... ..... ...._.. _.... . _�_ . ID:55C91YYcgmPVbvvH4eZS2dyCOxY-eP7xZgt8ljBwQMRExjbRID1 UMealORQBnYZbh?y9Rss 0�814 3x4 MT20TZ= 211 10 9 8 7 2x4 MT20TZI I 3x8 MT20TZ= 3x8 MT20TZ= 4x8 MT20TZ= 12-6.6 0 14 3-1-4 8-4-12 11-11-2 12-4-1 0 -14 3-0-6 5-3-8 3-6-6 0-5-12 0-1-8 Plate Offsets (X Y)- r1:0-2-4 0-2-0] [7:0-2-0 0-2-0] r10:0-2-0 0-1-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.07 8-9 >999 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) -0.12 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.02 10 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight: 119 Ib FT = O% LUMBER - TOP CHORD 2x4 SP-B No.2 BOT CHORD 2x4 SP-B No.2 WEBS 2x4 SP-B No.2 "Except* WI: 2x8 SP-B No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. + REACTIONS. (lb/size) 10 = 829/Mechanical 7 = 772/Mechanical Max Grav + 10 = 829(LC 1) 7 = 772(LC 1) FORCES. (lb) .Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-785/0, 1 -11 =-1 966/0, 2-11 =-1 966/0, 2-12=-1966/0, 3-12=-1966/0, "3-13=-2273/0, 4-13=-2273/0, 4-14=-2273/0, 5-14=-2273/0 BOT CHORD 8-9=0/2610, 7-8=0/921 WEBS 1-9=0/1893, 2-9=-316/0, 3-9=-679/0, 3-8=-355/0, 4-8=-302/0, 5-8=0/1424, 5-7=-1149/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 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. 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down at 0-3-10, 44 lb down at 2-6-8, 44 lb down at 4-6-8, 44 lb down at 6-6-B, and 44 lb down at 8-6-8, and 44 lb down at 10-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-10=-10, 1-6=-100 Concentrated Loads (lb) Vert: 1=-67(B) 4=-44(B) 11=-44(B) 12=-44(B) 13=-44(B)14=-44(B) .. >faxy rhna'..xrr' MR,Bt'td ra ilUSSCsfSEtsEiy FORA EWSEtO%:iit7HCE5itEds"t-1tR'IS:sXOREiJC�:At'fia ter:ttdssgratxt'esedrtn to— MbtaE:srt snmdilel;nf!ks:sv+terF.':eraaOLTlUtntas Wilk " ne Erns 05,rsye Void nL it4,ny 4i:`dtrffiMwpbtsss Sen'dto FulD[ais saNS.S!eT'raOtrytEyrt<ty!0.�E�tGdtJ:ljmtlip4nt3itan/iGPtaS(tttfite%��!iwY?. Rt �tdt{llietl ttpntrny!e:rpti:Aejld �tEkU§id15t5iej13irri1 CPkEMA1kRI�Ded(.46e!FII.!NhsTtatu:piaes, VrR`'ymtrcas, sshiu; Anthony T. Tombo II, P.E. 75dnedtMsrrrtstate.�JdaTuatrs;rtrsisehdtS:..tu,BsC+xHstuJpeder6e6a; tusie;rgz,u&taesndt4s0[,#R:ari tSsls�dlc'tni�temdlfl 1. 13egpaddtlt!'Oad ttt5dd,ed3t rrtariue9mS,dsryq;;shlaixaikaF�¢s4dSSeMtnaw.ilia;d 80083 ' ltSn`.(itFDeadr. mdCntat3r. F7azas sdatA@tPOttthtisrYttsm4Safs4tndfistrldeyLc id �'crc »iE6�pFtGA+.lt}[tlndSSJ ntrePrttctilarnem!mdeta iWA dr'mesSt indu .attrndk9ndfct doss 0esr{�.t,Stan Ptw[yuer¢L Srt;s &mitOntr,xitss 4451 St. Lucie Blvd, ahteist dxn:d'sleCea„rd deed s{te h.rtnllr afrxbas:erslrtd. TFalrss Dt>rph7mra is NO!dtt!etrt=e4sasuTnn:jmnEeptterds!korinS, i�l upfldinl;nesttt is t±.`eedmlTN. � Fort Pierce, FL 34945 Copyrilki02016A-IRodbusus-Ambotyl. lombe ill, P.I. Reptodudion odibis dotnmem, irony firm'is pmSbised.ohoosthe writler permission lromA-1 tooiiresses. Amhoayl.tombo lit, P.L Job Truss Truss Type Qty Ply 70194 FG03 Floor Girder 1 A0186067 Job Reference o tional 2-6-0 1 i 2-2-11 i 2-2-11 3x4 MT20TZ= 4x8 MT20TZ-- .5x42 T2� 3 1.5x4;T2OT2 T1 sV rl ! B' 23 22 21 44 MT20TZII 3x10 MT20TZ= 3x4 MT20TZ= 8-11 8-7-14 7-10-2 cun: mi2u s Nov 12 2u1 t rnnt: 8.12u s Nov 12 2U17 MITek Industries, Inc. Wed Dec 13 08:40:24 2017 Pagel ID:55C91YYcgmPVbvvH4eZS2dyCOxY-6bhJmAtmol Jn2WOQVR7glQaV7?gs7jJKCC18ERy9Rsr 2-7-3 r I �5� 11- 11�� Dead Load Deft. = 1/8 in 4x10 MT20TZ= I MT2OT2= 1.5x4 MT20TZI1 1.5x4 MT20TZI I 3x6 20TZ= 46 MT20 - 1.5x4 rOTZI1 3 4 MT20TZ= 4x6 MT20TZ= 6 9 11 12 13 1 20 19 18 24 17 16 15 14 6x6 MT20TZ= 4x6 MT20TZ= 3x8 MT20TZ= 3x8 MT20TZ= 3x4 MT20TZI1 MT20TZI1 8xl2 MT20T2r Vr.to (ltteetc 1Y V1_ rA-n_z_10 n_oJ i ro•n_0 A nn nl ri •n o A'n O M rl n a A n - 16-5-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.22 21-22 >878 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.35 21-22 >555 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) -0.03 23 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix -MS Weight: 306 lb FT = 0% LUMBER - TOP CHORD 2x4 SP-B No.2 `Except` T2: 2x4 SP-B M 30 BOT CHORD 2x6 SP-B 240OF 2.0E 'Except* B2: 2x6 SP-B No.2 WEBS 2x4 SP-B No.2 *Except* W1: 2x8 SP-B No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-8 oc bracing. REACTIONS. (lb/size) 23 = 2442/Mechanical 14 = -71/Mechanical 17 = 5534/0-3-8 (min. 0-3-4) Max Uplift 14 =-291(LC 3) Max Grav 23 = 2453(LC 3) 17 = 5534(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-2143/0, 13-14=0/265, 1-25=-5197/0, 2-25=-5197/0, 2-26=-5197/0, 3-26=-5197/0, 3-27=-7479/0, 4-27=-7479/0, 4-5=-7479/0, 5-28=-3499/0, 6-28=-3499/0,6-7=-3499/0, 7-8=-3499/0, 8-9=0/6102, 9-29=0/4088, 10-29=0/4088, 10-30=0/4088, 11-30=0/4088, 11-31=0/694, 12-31=0/694, 12-32=01694, 13-32=0/694 BOTCHORD 22-23=0/578, 21-22=017437, 20-21=Of7479, 19-20=0/7479, 18-19=0/7479, 18-24=3162/0, 17-24=-3162/0, 16-17=-6102/0, 15-16=-2139/0 WEBS 4-21=-487/0, 5-20=0/539, 9-17=-1049/0, 1-22=0/4932, 2-22=-865/0, 3-22=-2472/0, 5-18=-4326/0, 6-18=-885/0, 8-18=0f7052, 8-17=-443810, 9-16=0/2443, 10-16=-315/0, 11 -1 6=-227610, 11-15=011566, 4-21=-487/0, 5-20=0/539, 9-17=-1049/0, 1-22=0/4932, 2-22=-865/0, 3-22=-2472/0, 5-18=-4326/0, 6-18=-885/0, B-1i8=0f7052,8-17=-4438/0,9-16=0/2443, 10-16=-315/0, 11-16=-2276/0, 11j15=0/1566,12-15=-317/0, 13 j15=-728/0 NOTES- 1) 2-ply truss to be connected together with I Od (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-5-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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. 3) Unbalanced floor live loads have been considered forlthis design. 4) Flates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Qrovide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint 14. 7) �2ecommend 2x6 strongbacks, on edge, spaced at 10 i0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. strongbacks to be attached to wads at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 604 lb down at 1-11-14, 604 lb down at 3-11-14, 604 lb down at 5-11-14, 604 lb down at 7-11-14, 604 lb down at 9-11-14, 604 lb down at 11-11-14, 604 lb down at 13-11-14, 124 lb down at 15-4-6, 119 lb down at 17-4-6, 124 lb down at 19-4-6, 124 lb down at 21-4-6, and 124 lb down at 23-4-6, and 124 lb down at 25-4-6 on top chord, and 1025 lb down at 14-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 14-23=-10, 1-13=-100 Concentrated Loads (lb) Vert: 7=-524(F) 4=-524(F) 5=-524(F) 8=-44(F) 10=-44(F)24=-1025(F)25=524(P)26=-524(F) 27=-524(F) 28=-524(F) 29=-44(F) 30=-44(F) 31=-44(F)32=-44(F) Aazs;-flt,se Fscca„s;,J)«!i+�the'41 r ;: RP!Y's(SE1s0'y Foultra, 1(oorik1d5 lad. deips}xesx't!smd!M sdnaliilrus Pea7nAr+isrilCti'�,eri8s #!(nn, l.la,i»W,ri.isMuuSD,dlden Ise, Was a*,ntar=x Jwke2A,,d miuFrrm:wo,smitn:i(ah,tC@xhnst lerr.,sshs!ln rn(aen(:e.'�,uuY nn'.e neKt�mlCornlrnr,usurer,xc,aJrs isJ,gi,m�;e wi:±s,ra•ara;ipdtx u,�nvwi!7,:MmaelMan.atn lne 1k61Vnsursx;,aa+srwssEm,skl+- Anthony T. Tombo 11I, P.E. n:3,udtnsrnn(nsnt>(WD6^.sir,P,91da!dt hw!,PCCseesu>+r7!.k1r�.dnrCrtrimr7esil!e,uras!dati6n lf,Dt 4:aia.rwJld'Ycr:b m17Hd.TugFaMdtVel:aai nrS�s�JDtinn,arhio9SaGTu&stnre, s�Mmaszas,ery¢vetnarnnn� :ryd 80083 ' l,ta:sy;asi�e wlfsdrznr. SDst,ndMhtletDDatMrrntustatrahDassdceE»ttar(espa,s;S�+rM +riot S6hrek6sidOr'tlnsdSP:smMsa!eltm(e rni Adax B7ln'nnsSn!egnasu;mesntdtF.!na'1etG7sslnr;nv, rpn tsiss(afstau(?ms€ta�ecne,a4:ss 44515t. Lude Blvd. n$nasicrd,aedhltGsMtas�edt;na h nniarh d;tgon�ssi!ei lrl!sss0,4p6�a,sris d013, krdnt Dnstgrnr,a r+sssrdeaFghen ds irr"Ainr, rDurt'aedenas enesdfnlplrFl. {a 412 iDlli A-1 paoliresses-Ant6ea l.lambelll, P.E to mdutfiartailhis dammeid, in an f r�,is mAi6ited.irboels6e crion ermissiaa hom A-1 taailrossas-Aa@oa l.lam6o III, P.E Fort Pierce, FL 34946 PYnd Y P Y- P P Y a s Job Truss Truss Type Qty Ply A0186068 70194 FG04 Floor Girder 1 Job Reference o tional Al moor I russes, t-on vierce, rL 349410, oesignLaiu iss.com , 2-6-0 I i 24-4 1.5x4 II 1 3x6 = 2 o. ILUJ IVVV IL GV I! IVIIICR IIIUU,IIIGJ, IIIV. I yc I I D:55C91YYcgmPVbvvH4eZS2dyCOxY-YFf265_bE 1 Iz5Qa81BXsBvCJ kEZoTnQu BoJj nHy9fzC I 2-10-5 3x8 = 1.5x4 11 3x8 = 3 4 5 Dead Load Deft. =1/8 in 5x6 = 6 1F.I I 12 14 11 15 10 16 9 17 8 18 19 20 7 3x4 i I 3x10 = 2x4 11 3x8 = 2x4 11 6x8 = 3x4 = 14-5-9 5-7-0 I 10-10-8 14-2-1 1p-5e5 2-9-8 2-9-8 5.3-8 3-3-9 -3 0-0-0 Plate Offsets (X Y)— [1:0-1-12 0-1-8] [5:0-1-12 0-1-8] [6:0-3-00-2-12] [7:Edge 0-4-4] [7:0-2-00-1-41, [11:0-4-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.20 9-10 >844 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.31 9-10 >551 240 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.04 13 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 163 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except` W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-15 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 12 = 2685/Mechanical 13 = 318310-3-0 (min.0-1-8) Max Grav 12 = 2685(LC 1) 13 = 3183(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2151/0, 1-2=-5235/0, 2-3=-5235/0, 3-4=8026/0, 4-5=-8026/0 ' BOT CHORD 12-14=0/313, 11-14=0/313, 11-15=0/8240, 10-15=0/8240, 10-16=0/8240, 9-16=0/8240, 9-17=0/6964, 8-17=0/6964, 8-18=0/6964, 18-19=0/6964, 19-20=0/6964, 7-20=016964 WEBS 6-7=0/2981, 5-8=0/1501, 3-10=0/1025, 1-11=0/5293, 3-11=-3256/0, 5-9=0/1151, 5-7=-7137/0, 6-13=-3229/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down at 1-7-7, 587 lb down at 3-7-7, 516 lb down at 5-7-7, 446 lb down at 7-7-7, 375 lb down at 9-7-7, 305 lb down at 11-7-1, 1013 lb down at 12-4-14, and 267 lb down at 12-8-1, and 182 lb down at 13-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 10=-516(B) 14=-632(B) 15=-587(B) 16=-446(B) 17=-375(B) 18=-305(B) 19=-1280(F=-1013, B=-267) 20=-182(F) eaq•flent�ra�irmirau'l3ga7lOfkT(Sl00'y EE6]{!ilt7lf8tD%'4"rJi RfESICJ!{'I,D!tllt:SF9�.i."GafYt'hra redq{et�tgar.C.asednstsdunris;nat:ADl`.�asrilDE;cl4stsl',ee,}.!ewaDlrElr!rentSkdgefe2ese. D�4sc �"trkat cF:rdaStiGQa7 W':ela .M pt nsschts'd61 rxlD4nit nGS rstl,+:s:r. �s&fmnf_yfraith neuj@e seFwagtDDr rsrctn�tsperedrzspeks mtu miga;rms i.egln GraesEqsdResnpleLessir}iaefwur(=Orflg�ulfl 1. iieds.}easamq IrrJ.q m.Gtsn, t:IrAtt; Anthony T. Tombo 111, P.E. 79dur�'6ntrmMoa!Wtl�nztrrn:0lrydlh7ner,tirDaxn's¢v+aau�yedallelxthcyin,urxrxrtitNdt,leR;Mpen dlciigcr{erAiill. rsryperddttel;DsimgSeY.edte'mustliirqlxdiaAsmys,ihlxamt�dltoogf4¢I:6e!aln}aaliSrd #80083 ' talu�iggeApeW[e¢prftr,SDaasset«tgRel:OrerdsgrW;esndgmh3ana!Mai.�bs}aw'SdtrDi+xe6m¢IS(gclliskdlq.tletdfl;gvrtuM1reu.�dtrtpnaefgalm2riY•!fr.'mesAtagotdat;ae{Bess'.dnrustDtsr.+r,JnnDtsprey2t!rutiRnNmdranx,sdess 4451St. LueieBlvd. oluainoAveaSfeiea�wF�CaggecnnuisqhtgpalRmsted,let:ns dtsya brtuair D3l3t t.�.der 7ti0�,aiafrsnntegnrerder6rrcitq, zr �atneq;ecsmutedatrF!. Fort Pierce, FL 34946 (opyrigbi Q 2016 A-1 RoolUosses-Aatbaoy Llombo III, P.E tepredudma ottbis doromeott in tay h m,is prab€baed Qboaubawrittea permissiaohemA-1 loollmsses-Aotbeoyl.lombo lit, P,L Job Truss Truss Type Oty ply 70194 FG05 FLOOR GIRDER 1 AID1815M9 Job Reference (optional) - �� a• • • •• �,�•w••• o. , — ,vuv I c cu r t rrsnc a. rzu s Ivov i z zuT i not t eK mausmes, Inc. Wea Dec 13 08:40:25 2017 Page 1 I D:55C91YYcg mPV bvvH4eZS2dyCOxY-aoFh_VuOZKReffbc38evge7p8PE5s Bn U Es2i mty9Rsq 24-0 2-6-8 , 2-3-0 I 1.U4 11 8x12 = 1 5x5 = 2 3 4 T1 W1 W2 I W4RI WS - BL1 B1 � 9 m to V4x5 10 7 11 6 12 13 5 Sx8 = 10x16 I I 5x6 = 2-9-8 5-9-4 2-9-8 2-11-12 2-3-12 Plate Offsets (X,Y)— [1:0-2-4,0-2-41, [4:0-5-8,Edge] [6:0-3-8 Edge] [7:0-4-0 0-5-4) [8.0-2-4 0-2-01 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.06 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.09 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix -MP Weight: 120 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 4) Bearing at joint(s) 9 considers parallel to rain value 9 WEBS 2x4 SP `Except using ANSI/fPI 1 angle to grain formula. Building W4 2x6 SP designer should verify capacity of bearing surface. No.2 o. k 5) Recommend 2x6 strop backs, on edge, spaced at OTHERS 2x4 SP NSP 10-0 0 oc and fastened to each truss with 310d M 31 BL2: 2x4 SP M 31 0 131" X 3" nails. Strop backs to be attached to BRACING- (•, ) Strongbacks CHORD walls at their outer ends or restrained by other means. Structural wood sheathing directly applied or (3-0-0 oc 6) Hanger(s) or other connection device(s) shall be puriins, except end verticals. provided sufficient to support concentrated load(s) 549 lb 8own at 1-0-5, 534 lb down at 3-1-3, 504 lb down BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. at 5-2-1, 1018 lb down at 5-7-14, and 186 lb down at 6-9i 1, and 474 lb down at 7-2-15 on bottom chord. _ REACTIONS. (lb/size) The design/selection of such connection device(s) is 8 = 1763/0-3-6 (min. 0-1-8) the responsibility of others. 9 = 1963/0-3-0 (min. 0-1-8) Max Grav 8 = 1763(LC 1) LOADCASE(S) a 9 = 1963(LC 1) Standard 1) Dead + Floor Live (balanced): Lumber FORCES. (lb) Increase=1.00, Plate Increase=1.00 Max. Comp./Max. Ten. - All forces 250 (lb) or less except Uniform Loads (plf) " Vert: 5-8=-5, 1-4=-50 when shown. TOP CHORD Concentrated Loads (lb) Vert: 7=-534(F) 6=-101B(B) 10=-549(F) 11=-504(F) 1-8=-1 150/0, 1-2=-3023/0, 2-3=-3023/0, 12=-186(B)13=-474(F) 3-4=-3784/0 BOTCHORD 7-11=0/3784,6-11=0/3784 WEBS 1-7=0/3207, 3-7=-803/0, 4-5=0/645, 4-6=0/3847, 4-9=-1964/0 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. udseeAsiser,Tauimnctlese..Fkeyvnss.win;nSan. r&frsppic:!mStt6qrmedre(;fitirNrcge7:rUes-,.neryredgelnuSdtepeeuo!Te3sR!reh�uur,rssga,uerz6dua:ram;lhnls5eerta)PpaC1r;BI4"r.ticesrIa!sm(,u¢«r.lrgebwRmrlp:la�.atselutedtR IuNrgtelTenrsnwbe%il,elf�sareaahhrmdM,ssrTsidmgdltlsT,rrlmtemrEsoCpn,etlpFnun,hniai;agteSrEx3U�.inmeFeGprxaie nIxna;,t� le�shedsta4:id(l!elrFueUnsC:0tl_sdyrµk,eeneaenr„,,;rt.!su3�i:ltaertr!eck;sasm E1m:tn.aea,idez5noremepamaxtnLkyn ,YatdisnRml!'a�nrLrlvseSiSal;rSFvl» luef.Maieg,ed,mopn6,urrsrirr,ehue2;ectmnrunioHa.nu�R:t!ynaa etp�„ryim6cixrsa,eIQd. aM;su�yrdfireeeeaNryT�mnsesme�: dTaatfl}ireesliamsnlnwsh;ebaedlastK,odreigtleaa=4trl,,on�u'Ir,gg.a0>mas�alee.pr mescrs Anthony T. Tombo iii, P.E. .E. u�r,aImslPieLe,sl.qtiD�,d6anapeetss�eC.,el�,,T ne.isrrr.e �80083 rsrialmr6nirlffimhtaeee!Mtspept;.utdeIx,,rytlE7iMaee IA IhNnNuEr7an 4451 StLucie Blvd. I (oppight®1Q16 A -I Paa susses-AothnyL Tombo Ill, P.E, litprodu0ion d1his dommov, is eny him, is prohlthad wiihoutthe wi;f npevoissioofrom A-1 paof6usses- Amhony Hamm, Ill, P.F. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0186070 70194 FG06 Floor Girder 1 2 Job Reference (optional) A] KooT trusses, ran rierce, rL o4a40, oesignLd iuusb.Wm 2x4 MT20TZII 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:25 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-aoF h_VU OZKReffb c38evge7quPG EsPLUEs2 imty9 Rsq 3x4 MT20TZ= 2 2x4 MT20TZ11 3 54x8 MT20T2r 6 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.07 4-5 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(TL) -0.12 4-5 >677 240 BCLL- 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 5 n/a n/a BCDL 5.0 Code FBC2014(rP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP-B No.2 BOT CHORD 2x6 SP-B 240OF 2.0E WEBS 2x8 SP-B No.2 `Except` W2: 2x4 SP-B No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 7-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. e REACTIONS. (lb/size) 5 = 682/Mechanical 4 = 862/Mechanical Max Grav 5 = 682(LC 1) ' 4 = 862(LC 1) FORCES. (lb) . Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=0/598, 4-6=0/598 WEBS 2-5=-631/0, 2-4=-631/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "0") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as`follows: 2x6 - 2 rows staggered at 0-9-0 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. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 819 lb down at 4-3-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 6=-819(F) 4x8 MT20TZ= PLATES GRIP MT20TZ 244/190 Weight: 82 lb FT = 0% tlar 441'neua>y*Ww@s'Id t3uTTSCd rStkla'k fFi!L€ItLu36(6KJMISt@`.T@q"'38!Oj:tSK9K.'J'E4iX1'fe!a, ssi ksg prria!sa3 teR.d±snIts innC,;ryeanaiilCt;rd!i!tshan,Ltaaieere,rf.bh!etu SlMletmsse unse—in MNuto TM.Ir rti'eFeamr3x 06Sh:ltb4finM letus,nca #!rrms;nipt>:mafi e,tr+auJ ers!}.e aesxapt(4rapnsesfna:sr radurpa�ls.nd epnauy:r;insalntu6xtr9pd[xsnsbl!nsi rwedsb�i�6a¢.asatttt. ikaa�napsa:.Isr+ap:r,t.+.-les,s ls4 Anthony T. Tombo llf, P.E. adrtr�!Ls(nfsfnmrsi.ytlmn;rtt;3iYr'IMbau,e!Cnsfs e�sarsdgnfa!leCstaataTn!,ufxuecta�iif,3e✓�ei dshedlei'vasaL•rdtHL T,tgpnddlsr r;9ai eat `irNr,td3t iic4 a�aoj; r�'a�gsr nsd4ocrff¢@heixntrttsi6C,1r # 80083 ltta yh;y7,nmft¢btAr..Jansstlntkdei:9alfisrmY,u�gssh"'mPBekA fomparCf!:y NxcccAaeal(SfiFskiiisr3t(31n151:1 rterdutet:3Mpec!.mi dna,tNE#!.seesMnyaaukRn ndltiuC(aeL ss Beuen,srsa tR;:n Gr�xs mlln.s Nsmdsrtnu,aless 44515t. UKle Blvd. atnxF,rSrned tptrrGx3npxlpaetlxia'arET aG'pm!inkfsFrL;teUns6esipte;sN71 A, t+;:iuyssr�x,aTnrsSrslentga!bat¢ricti:}t, a4ea »efnieamod:v:dalttt. Fort Pierce, FL 34946 {opyrig1l02016 A-1 Aoollosses-Ae6ceyl.lom6o III, P.E ieprod di -ea Tibis dommeot, is Gay Term, is prabib6dritbaatt6e erineo permis4oahom AA bdIresses-Adayl, 1060 111: P.E Job Truss Truss Type Qty Ply 70194 Ai 0....f T.. C...1 �I.. FG07 CI 7AlfAC Floor Gir er 1 2 A0186071 Jab Reference (optional) ��• • • �� �• „a;;� a .�,,. �.,<� 1- 1-11 noa. o. 1<V s 1VUV 1c cu 1 r M11 ex InOusmes, Inc. Wed Uec ld 06:40:26 20 / rage i ID:55C91YYcgmPVbwH4eZS2dyCOxY-2 j34Brvl JeaVHpAods98NrfgNpUlbfydTWnF[Ky9Rsp 0-6-1 1-6-6 , 1-1-0 0-11-6 1-11-0 0��I2-I F1-0-2 , 1-4-11 1-0-13 1 1-2-4 �� r-� Dead Load Defl. =1/16 in 1.5x4 = 4XB 1 3x4 = 3x 0 = 4x; 11 4x4 = 3 8 = 3x = 6x8 11 4x10 = x5 = 4x5 = 1. x4 11 3x = 14x6 = 2 3 4 5 I 7 8 9 11 13 14 WTq ..__......, B 1 4 10 1 16 , � I 84x10 = 27 26 25 24 123 22 21 19 18 17 16 15 3x4 = 1.5x4 II 4x5 = 3x4 = 1.5x4 11 410 = 410 = 8x12 = 3x5.= 45 = 1.5x4 II 3x4 = 3x4 11 1-9 8 2-11-4 4-9-2 6-0-1 7-0-1 8-0-1 11-7-9 14-1-1 16-11-13 181 18 -7 1-9-8 1-1-12 1-9-14 1-2-15 1-0-0 1 0-0 3-7 8 2-5-8 2-10-13 1-8-12 0 -13 Plate Offsets (X,Y)- [3:0-3-0,0-1-8], [8:0-5-0,0-2�], [9:0-4-0,0-I-12], [11:0-1-12,0-1-12], [14:0-3-10,0-0-0], [14:0-1-10,0-1-8], [15:0-2-0,0-2-14], [18:0-1-12,0-1-12], [20:0-2-12 Edge], [21:0-3-8,0-1-121. [28:0-2-0,0-2-01 [29:0-0-0,0-2-11 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.15 23-24 >888 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) -0.24 23-24 >570 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.03 20 n/a n/a BCDL 5.0 Code FBC2014/fP12007 Matrix -MS Weight: 208lb FT=0% LUMBER - TOP CHORD 2x4 SP M 31 'Except` T1: 2x4 SP No.2, T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* BL1,W11017: 2x8 SP No.2 W10: 2x4 SP M 31 W14,W9: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 cc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-9 cc bracing. REACTIONS. (lb/size) 15 = 836/Mechanical 28 = 3215/0-3-0 (min. 0-1-8) 20 = 10466/0-3-8 (min.0-2-9) Max Grav 15 = 860(LC 4) 28 = 3226(LC 8) 20 = 10473(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3183/0, 3-4=-8382/0, 4-31 =-1 0333/0, 5-31=-10381/0, 5-6=-10324/0, 6-7=-7180/0, 7-32=-7260/0, 8-32=7118/0, 8-33=-2419/0, 9-33=-2334/0, 9-10=0/7815,10-11=0/4836,11-12=0/368, 12-13=0/368, 13-34=316/0, 14-34=-316/0 BOT CHORD 19-20=-6346/0, 18-19=-4836/0, 17-18=-368/0, 16-17=-368/0, 27-28=0/3183, 26-27=0/5370, 25-26=0/5370, 24-25=0/8662, 23-24=0/11535, 22-23=0/11535, 21-22=0/3137, 20-21=-7815/0 WEBS 1-28=-686/0, 9-20=-6944/0, 15-29=-936/0, 14-29=-685/0, 4-25=-2190/0, 8-21=-5483/0, 9-21 =0/1 1375, 3-25=0/3571, 3-27=-3154/0, 2-27=0/2118, 1-28=-686/0, 9-20=-6944/0, 15129=-936/0, 14-29=-685/0, 4-25=-2190/0, 8-21=-5483/0, 9-21=0111375, 3-25=0/3571, 3-27=-3154/0, 2-27=0/2118, 12L 18=-2586/0, 13-17=-1662/0, 13L 16=0/906, 16-29=0/446, 2-28=-3962/0, 1'-19=-3231/0, 11-18=016076, 10;19=0/2852, 10-20=-3418/0, 4-24=0/2373, 6-24=-1717/0, 6-23=-758/0, 6 22=-5848/0, 8-22=0/6023 1) 2-ply truss to be connected together with 10d (0.I131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 Bdttom chords connected as follows: 2x4 -1 row at 0-7-0 cc. Webs connected as follows: 2x4 -1 row at 0-7-0 cc, Except member 4-25 2x4 - 1 row at 0-9-0 cc, member 8-21 2x4 - 1 row at 0-9-0 cc, member 21-9 2x4 - 1 row at 0-9-0 cc, member 25-3 2x4 - 1 row at 0-9-0 cc, member 3-26 2x4 - 1 row at 0-9-0 cc, member 3-27 2x4 - 1 row at 0-9-0 cc, member 27-2 2x4 - 1 row at 0-9-0 cc, member 12-18 2x4 - 1 row at 0-9-0 cc, member 13-17 2x4 - 1 row at 0-9-0 cc, member 13-16 2x4 = 1 row at 0-9-0 cc, member 16-29.2x4 - 1 row at 040 cc, member 28-2 2x4 - 1 row at 0-9-0 cc, member 19-11 2x4 - 1 row at 0-9-0 cc, member 11-18 2x4 - 1 row at 0-9-0 cc, member 19-10 2x4 -1 row at 040 cc, member 10-20 2x4 - 1 row at 0-9-0 cc, member 4-24 2x4 - 1 row at 0-9-0 cc, member 24-6 27 4 - 1 row at 0-9-0 cc, member 6-23 2x4 - 1 row at 0-9-0 cc, member 6-22 2x4 - 1 row at 0-9-0 cc, member 22-8 2x4 - 1 row at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc. 2)IAII loads are considered equally applied to all plies, e>4ce ,t 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. 3)1 Unbalanced floor live loads have been considered Or this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 552 lb down at 1-0-1, 552 lb down at 3-0-1, 552 lb down at 5-0-1, 552 lb down at 6-0-1, 861 lb down at 8-0-1, 552 lb down at 8-0-1, 861 lb down at 10-0-1, 552 lb down at 10-0-1, 843 lb down at 12-0-1, 533 lb down at 12-0-1, 861 lb down at 14-0-1, 552 lb down at 14-0-1, 1070 lb down at 16-0-1, and 552 lb down at 16-0-1, and 554 lb down at 18-0-1 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (piq Vert: 15-21=-10, 1-14=-100, 21-28=-10 Concentrated Loads (lb) Vert: 3=-472(B) 12=1253(1==-781, B=-472) 13=-1462(F=-990, B=-472)1=-347 10=-1253(F=-781 , B=-472) 4=-472(B) 6=-3341 30=-472(B) 31=-472(B)32=-1253(F=-781, B=-472) 33=-1 253(F=-781, B=-472) 34=-483(B) lta>3r•Pttst;rzra¢I+rtnra 81'Al r75r1r4iY'arSEltfftEEiiFtltE ifW8(U5AMISEfl RM-tn'ln'Sp9k; 6YfYi'hrm, rndldri gtrmsrhrsallettednnPuirzff @asi(n: xiadilLC�WI#e St@cgl,!1r 9J.LUMlarSlydlrhnes.. l3;enrti[Itrise nedaslt ir9,u11 Mj.'Cdi1rR:MritR ShJltn:dkht lDt'hNrerid. tstroswt 1 Eno.l!.t,'gaEsRd EghrM s srsitariCPrg'Wj R Mgtl'elteipkt::mllgibsrytnr+slsm:.laa>3<d:rsfsset,sxil}d7; Anthony T. TotAbD III, P.E. ' adru#ftl-Frmtdtynnregetad[er{d>Ofur,wC«esrS i�nmaert dg7epn,kGrrdAtf81R,2trddsh,dkamaderd1l11.ivgarlddMrltNRrSzN,tdim Tnss•nvgn.4suar'i.td'.rswfdrrezlshCM5rlrnassiti d 380083 SdB rP:(M;rarewuwsrn.da csn� mro�rrxr ws�ar>�1°ae4 ne�td�r, ldly(dxem„{zarrsll: grM6dSG:HtIthlFNdrn[9Cd j�It9.T,rtM1S dPA15M(!ir}R.I£R1l nIdY�lFilDt r2S5 PlSI�St;. Inv P;£R..y9 Qlfinis NRA6Q91Y.WIiSf o#slaiseprmdSlt(sr„nzlnlgRla adolEr onranninhr4 iielrss 7suph, isNSllskxl :rJRx,a IoRSRhrzupceerdal daeimi. 111gik tRdtresmad aeda IrN. ortPerc Luc' 3494 • Fort pierce, FL 34946 [npyrigEiS??DidA-1&nniBasus-AniCaefl.IemEoill,P.E FtpmdurtSanoiEAitdommeodliooaprem,ispmEi6itrd.abeeuhewrittenpermissiaofiomA-1Pa�lTrasses-Am6csfi.la�6otll:p.E 4 Job Truss Truss Type Qty Ply 70194 FG08 FLOOR GIRDER 1 2A0186072 Jab Reference(optional) A I K001 r rUS5e5, MR rler0e, rL J9U40, unsiyn%wd I. ua '. Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:27 2017 Page 1 I D:55C91YYcg mPVbvvH4eZS2dyCOxY-XAN S PBwf4yi Lvzl?AZgNv3C4 h D uQK9sm iAXoq my9Rso 0-10-7 , 1-0-13 1-0-14 1-7-12 1-3-8 1-6-3 144 1-2-14 1-0-3 t tom! Dead Load Deff. = 1116 in 2x4 20TZI 13x8 MT20TZ= x4 MT20TZII 3x6 M OTZ= 3x8 MT T� 3x4 MT2 TZ= 3x4 MT20T = 3x4 MT20TZ= 4x5 MT20TZ=1 2 2 3 5 6 2 7 8 2 9 T1 1 N 2 W 6 W W 11 I n BiLi Li LLJ B2 G 1 _. 19 18 &17 1 16 15 14 13 12 11 10 4x5 MT20TZ= 8x12 MT20TZ= 3x8 MT20TZ= 2x4 MT20TZI I 2x4 MT20TZI I 3x4 MT20TZ= 3x4 MT20TZ= 3x8 MT2OT7r 2x8 MT20TZI I 2x4 MT20TZI I 6-5-6 8-0-6 , . 9-10-1 , 11-5-13 , 12-10-7 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.12 13-14 >999 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(TL) -0.19 13-14 >690 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight: 185 lb FT = 0% LUMBER - TOP CHORD 2x6 SP-B 240OF 2.0E BOT CHORD 2x6 SP-B 240OF 2.OE *Except* B1: 2x6 SP-B No.2 WEBS 2x4 SP-B No.2 *Except* W1: 2x6 SP-B No.2, W5: 2x8 SP-B No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,17-18. REACTIONS. (lb/size) 17 = 9285/0-7-1 1 (min. 0-2-6) 10 = 4213/Mechanical Max Grav 17 = 9303(LC 4) .10 = 4214(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' TOP CHORD 1-19=-1456/0, 9-10=-3789/0, 1-2=0/266, 2-20=0/3831, 3-20=0/3831, 34=0/3831, 4-5=-2462/0, 5-6=-9922/0, 6-21 =-1 1493/0, 7-21=-11493/0, 7-22=-8879/0, 8-22=-8879/0, 8-23=-4482/0, 9-23=- 482/0 BOT CHORD 16-17=0/2462, 15-16=0/9922, 14-15=0/9922, 13-14=019922, 12-13=0/11493, 11-12=0/8879, 10-11=0/721, 18-19=-1962/0, 17-18=-1962/0 WEBS 3-17=-2960/0, 2-17=-2298/0, 2-18=-304/0, 2-19=0/2191, 4-17=-7553/0, 4-16=0/3300, 5-16=-8446/0, 5-15=0/1062, 6-14=-1271/0, 6-13=0/1808, 7-13=483/0, 7-12=-3075/0, 8-12=0/1401, 8-11=-5461/0, 9-11=0/4864 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, Except member 17-4 2x4 - 1 row at 0-7-0 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. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) 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. 8) CAUTION, Do not erect truss backwards. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1119 lb down at 0-2-12, 559 lb down at 0-2-12, 1306 lb down at 2-5-12, 532 lb down at 2-5-12, 1401 lb down at 4-5-12, 552 lb down at 4-5-12, 1401 lb down at 6-5-12, 552 lb down at 6-5-12, 1526 lb down at 8-5-12, 552 lb down at B-5-12, 1526 lb down at 10-5-12, 552 lb down at 10-5-12, and 861 lb down at 12-5-12, and 552 lb down at 12-5-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 10-18=-10, 1-9=-100, 18-19=-10 Concentrated Loads (lb) Vert: 1=-1579(F=-1069, B=-509)4=-1793(F=-1321, B=-472) 5=-1793(F=-1321, B=-472) 20=-1718(F=-1246, B=-472) 21=-1918(F=-1446, B=-472)22=-1918(F=-1446, B=-472) 23=-1253(F=-781,B=-472) tFeRry•Pmthragl+:erir�tle'4147a 1i05Y"�(Sfnrry fFFHrtifttLr$(DIu1;E]iS(�iC✓!s"GI!fljbrIX9At�vE51'Mo.q!>[dtca{svu'ass3rtKed!!nivsrR!tP'•htEmciflC4oiSs:s~�nl.':tr�,a®.r�4fenm 34rdFehnnt �ts:dkzr�t tt"dptr iGgalr i'zM!t:a!M p6'Mt tle-VttsNfn 6tlDFhit+w'd t!tT+n e:gtit�, to la.tieaCj-s;;tnz)Mfedac}IQAteaeuc;urapw,!aRt7!deumlmryterlrrn:¢tt! i!ryra Rtldptd&t6,'.zimsi!pbNmCht r3Dtdr, a{n lFl 1, :zt ksiy+n;,+sTnas, fs tefxat, ssh6r; 'Anthony T. Tormbo 111, P.E. o3tsed tut fns+Ina.SeEialn+srrgttNr+gdf4zGaa pteauftrs5a++drytd«neb Yside t{teyftrx m±rtidtUf,k!Craitiz6ud t'smiaL rdlHL tieegirt*tldkvlci ea{Stq �dSt,rttUb!%g��ry�R}quatEcrwsiheugildle6raue!dr3td #80083 Se bi'6ti.eHptreelCttort'te.Rsxes sd wfrskt i;7atfxpexan ofgrdtbxs#hern'2 4;4xnsdSvh'z lazrFsnsq t6r){tidshltt:fladShltrt!e(utatdfugr.!2lgnlna.rA-Id!knMnptt.bar!!tvt2F.ns d!dti:rtsMirpylnn Pn gS rs urtf ;nssk�lM+!ectil!:! 44515t, Lude Blvd. .:FaeisrkriatigtteMrlmpttdryeeher:rmglrtC{triesartlze4DtLn:7tst}e&Pxa'i;521d'dtvct'trybtGyt.,xrnnlrtnnFE;itrzrdtzsb+tiq.i:¢µIs"ardfnn:tuak5!edalFCl. Fort Pierce, FL 34946 CoPnibur2lldA-1RoaLimboIII,PL Re dationeUhisdatomto,inn r_'F,is lebivardzilb"IlhexriBer ermissiafrnmA-1Raflossrs-Whos 1.lombolitPL Job Truss Truss Type Qty Ply 70194 FG09 FLOOR GIRDER 1 3 Job A0186073 Reference (optional) 21 20 19 3x4 II 4x10 = 4x5 = .u- o. , cu o -v ! z 4u r i rnni: 6. t zu s Nov iz zui i mi I eK Industries, Inc. Wed Dec 13 08:40:28 2017 Page 1 ID:55C91YYcgmPVbW H4eZS2dyCOxY-?NxgcXxHrFgCW7KBkHBcSGIEhdEQ3XEwwqGMNCy9Rsn 0♦"$-i Dead Load Defl. = 3/16 in 1.5x4 11 3x8 = 3x6 = 3x8 = 1.5x4 11 3x5 = 3x10 = 1.5x4 11 4 I 5 6 7 8 9 10 11 ._... ........ _: 3 i B1 82 _..: A9 - 18 I 17 22 16 15 23 14 24 13 12 346 II 4x10 = 10x10 = 4x10 = 46 = 3x6 II 45 = 7-10-15 9-10-15 1 11-10-15 1 13-10-15 15-10-15 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.64 BC 0.66 WB 1.00 Matrix -MS DEFL, in (loc) I/defl Ud Vert(LL) -0.34 16-17 >604 360 Vert(TL) -0.52 16-17 >396 240 Horz(TL) -0.05 21 n/a n/a PLATES GRIP MT20 244/190 Weight: 332 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 NOTES- BOT CHORD 2x8 SP 240OF 1.8E WEBS 2x4 SP No.3 `Except' 1) 3-ply truss to be connected together with 16d W3: 2x4 SP No.2 (0.162"x 3.5") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 BRACING- oc•I TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. purlins, except end verticals. BOT CHORD Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Rigid ceiling directly applied or 10-0-0 oc 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 21 = 3972/Mechanical been provided to distribute only loads noted as (F) or 12 = 5039/Mechanical (B)I, unless otherwise indicated. Max Grav 3) Plates checked for a plus or minus 0 degree 21 = 3972(LC 1) 12 = 5039(LC 1) rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at FORCES. (lb) 10 ,'0-0 oc and fastened to each truss with 3-10d Max. Comp./Max. Ten. - All forces 250 (lb) or less except (0.131" X 3") nails. Strongbacks to be attached to when shown, walls at their outer ends or restrained by other means. TOP CHORD 6) Hanger(s) or other connection device(s) shall be 1-21=-3375/0, 1-2=-5776/0, 2-3=-5776/0, provided sufficient to support concentrated load(s) 376 3-4=-11689/0, 4-5=-19638/0, 5-6=-19638/0, 6-7=-19638/0, lb down at 1-10-14, 334 lb down at 3-10-14, 312 lb dotat 5-10-14, 290 lb down at 7-10-14, 268 lb do9-10-14, 237 lb 7-8=-18844/0, 8-9=-18844/0, 1Fat down at 11-10-14, and 137 , 9-1 0=-1 3909/0, 10-11=-307/0 lb down at 13-10-14, and 55 lb down at 15-6-10 on BOT CHORD bottom chord. The design/selection of such 20-21=0/343, 19-20=0/11689, connection device(s) is the responsibility of others. 18-19=0/1 7190, 17-1 8=0/1 7190, 17-22=0/21908, 16-22=0/21908, 15-16=0/21908, 15-23=0113909, LOAD CASE S ( ) 14-23=0/13909, 14-24=0/6161, Standard 13-24=0/6161, 12-13=0/6161 Li 1) Dead +Floor Live balanced (balanced): Lumber WEBS Increase=1.00, Plate Increase=1.00 1-20=0/6290, 3-20=-6653/0, 3-19=0/2856, Uniform Loads (pin Vert: 1-11=-100, 12-21=-10 4-19=-6190/0, 4-18=0/1252, 4-17=0/2754, 7-17=-2555/0, 7-16=0/2334, 7-15=-3448/0, Concentrated Loads (lb) 10-13=0/620,9-14=-2716/0, 9-15=0/5552, Vert:20=-376(F) 19=-334(F) 18=312(F)17=-290(F) 10-1 4=0/8718, 10-12=-7591 /0 16=-268(F)15=-237(F)14=-137(F)22=-1958 23=-3173 24=-55(F) timq-Neese rajSlrtarMa P.e'jd Fj0?tUeSS{srita'a EFKa1E if[W'iCDk itk�#lCS1CiR,iiS!f1�S.''��uN�R: 64k'MI'hm, ttrh Frcgelnoaeltttmetnt Kafat?rotCvuptrneigilD[; ¢a!t<v FfRott.l,crvpPoj fonuilrefleraie nA C{,lst a§ne�e Amipte iT:p, W. ltdei c„ Jz pltts,s::Nnedtplx lCGnh,eGi j;el�ss:et¢,Ee;iela,.a.ilenktj menyAefedttbjIDOregntetnktepare¢lse Re&stud!gUrerignyns4+tcrkrrutetij,r♦Cx thjilLnrega9rlmW130erlr.user lFH. iuhsip asirsj lx#'egys(Ren,i .Mt.7j Anthony T. Tombo I1, P.E. ' zdnedPosrnstlnutSzlagn rrleWr.a'AsOau,l�C�ufs ex5a,ttigetlnheleLaj3nt ruse,natfdt�;3�Qfait>'hullw'inra4 aliNl. ixgpMd6e1'loiurSelirtl trrst,aaiief ek 34 ih[asndha!y sH&je&tlw,.lp]!d 360083 'AA teuejliljr_ WjtR7eilf. jQa41511adDtlt YiMi tsib.((kvas�ja!!isH>Ije ��,P,tt3jt)SS rJ:%LIDx84Pj,}hskdty tPiRa S".J Be1P6JFY!�fxj4SlriljNabAR r.�j dr'Qes4/1tIfNS6t` I310aaf1lSflfttRlS "Afl�t,, )(93E t4 r�3 hjSxeatinss YvisQnrtnless -. 4451 St. Lucie Blvd. Wtwie#uel4jeCn7s3oaetagttte,nnejk, eAraanantt!raB,Lns3es�fejbarUp�:A, tesettj �,stas.atatssPten4lmettdmda s�j, 4sujAtvvaMcsmtsasaaaltkL Fort Pierce, FL 34946 topyrittki02016A-Iloci boues-AnlbeayLlomhoIII, P.L iepmdaftooitbisdammenl,i000yferat,ispmbibiled.iiboelthewrituapermisuonhomA-IRoaltresses-AbOonyl.Tnmbolll:P.L Job Truss Truss Type Qty Ply A0186074 70194 FL01 Floor 7 1 Job Reference (optional) Al rtooT I russes, r-on rlerce, r!_ svavo, ae519nLa IUuss AOm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:28 2017 Page 1 I D:55C91YYcg mPV bvvH4eZS2dyCOxY-? NxgcXxHrFgCW 7KBkH B cSGIGtd HQ3j WwwgGMN Cy9 Rsn 0-3-8 2-6-0 , 1-7-8 , 2-0-0 , , 2-5-8 ,, , 1-4-8 3x4 MT20TZ= 1.Sx4 MT20TZI1 3x4 MT20TZ= 1.5x4 MT20TZI1 1.5x4 MT20TZ11 3x4 MT20TZ== 6x6 MT20TZ= 1 2 3 4 5 6 7 12 11 10 9 8 3x4 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip IDOL 1.00 TC 0.50 TCDL 10.0 Lumber DOL 1.00 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.21 BCDL 5.0 Code FBC2014/rP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 572/0-3-0 (min. 0-1-8) 12 = 572/Mechanical Max Grav 7 = 572(LC 1) 12 = 572(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except • when shown. TOP CHORD 2-3=-1063/0, 3-4=-1063/0, 4-5=-1063/0, 5-6=-555/0, 6-7=-557/0 BOT CHORD 11-12=0/834, 10-11=0/1063, 9-10=0/555 WEBS 5-9=-475/0, 7-9=01751,4-10=-258/0, 2-12=-947/0, 2-11=0/407, 5-10=0/587 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.0911-12 >999 360 MT20TZ 244/190 Vert(TL) -0.1511-12 >846 240 Horz(TL) 0.02 7 n/a n/a Weight: 55 lb FT = 0%F, 0%E !a-ig•Mme;kra^3+,',reiea 9+'PIiT?IEUSk">,^lFllMy FFbOytfft4:g(g6tfiWR(t:l€3yp47!fg't1:1M1S:!�FgiAl'hm. ta�kpgmae7rsodrMw�:a Ra?nss N9;aErnu;ilCg;nitie#9enl.ImxiNJ,l:,l!asutflrlkfr,rrse. tlita N�srxbe stdnte24,ah u!eg;xmtJppt'.nUvbtrtdlatitlC °ha`� it.remgte�+,arap...!ltaayky"e'!ataenatlbo.pwmaul�tawade aotrv�vralyny isr',topnah.walal. ttrtsnamt..,.t: y:ur„Es, :Mx; Anthony T. Tombo 111, P.E. sdaedtusfnntnmisltogurr.;aWimtdeB.m,asC+ursaraavdr;wuke2�iv;lavgw,ugxrremddeAt,2t�wdvlvdiz?era;sekmdlfl!.ruyaarddtSelrniu;eta,ed3ehrcs.'siiagi.xign:adheu-gildts6axu«rca;ald 480083 to Fmsa;ges.pvolfsrbs6r gitvxst sdxtothrPbagfviMaesatg is aesdfir �Na;(a�azCsdyM°asanvtl6rpslliskdk}U!asittlme reh tn±+krgrrel�ila;e. t€4!kvntt ieryer Rs evlk!iesdmef;rss Giymq rrsse!kw geteeumi':rcss wns.sslns 4431 St. Lude. Blvd. r#n.fukri�edryrga 3 ee!^{tr b>tt. g}eCga nsndxl ;yet.ns'Jesty 67 si: N7. to geCngEtst s,sainsSm:°FKaruda;gatie}12 a;ra'aedme:mr. g#aad eylPH. Fort Pierce, FL 34946 (opyrigbl a 2016 AA Roof lasses-Ambacyl.lombo III, p.E iepmdonion oi!hisdaumeat is any l rm,is probibittd.itboai lherri!leaperminaakomA-I Aeoilnssts-Aelbeayl.lambo!14 KE Job Truss Truss Type Qty FL02 Floor 1 1 A0186075 �J.bRferencePly70194 (optional) h r Kuus s susbeb, rurt rierce, rt_ avow, uessgnLa IausS.com 0-3-8 1-4-8 ❑ , 2-6-0 r-ems 4x4 MT20TZ= 3x4 M172017Z= 6x6 MT20TZ= 1.5x4 MT20TZII 1 2 3 4 18 17 16 4x4 MT20TZ= 3x6 MT20TZ= KUn: a.1Zu s Nov 1Z Zu1 i rnnC 0.1ZU S NOV 1Z ZUI If MI I eK InOUSVIes, Inc. WeO Uec 13 U8:4U:2d ZUl / Pagel ID:CW1 nnv6_Tggt3aTOULUOgMyB3yg-7NxgcXxHrFgCW7KBkHBcSGIDYdA13hKwwgGMNCy9Rsn 41 1-8-8 , 1-9-4 Dead Load Defl. =118 in 1.5x4 MT20TZII 4x4 MT20TZ= 3x4 MT20TZ= 3x6 MT20TZ FP-- 1.5x4 MT20TZI I 3x4 MT20TZ= 1.5x4 MT20TZ-- 5 6 7 8 9 10 11 'I io W6 ' - 15 14 13 12 1.Sx4 MT20TZI I 3x4 MT20TZ= 3x4 MT20TZ= 4x5 MT20TZ= 11-11-12 11-M 11-10r3 16-4-8 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.65 Vert(LL) -0.21 14-15 >904 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) -0.33 15-16 >591 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) -0.02 12 n/a n/a BCDL 5.0 Code FBC20141TP12007 . Matrix-S Weight: 86 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) `Except* 5) Gap between inside of top chord hearing and first T3: 2x4 M 30(flat) BOB CHORD 2x4 SP-B M M 30(flat) diagonal 6)iCAUTION, or vertical web shall not exceed 0.500in. Do not erect truss backwards. WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 6-0-0 oc Standard purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (lb/size) 1 = 881/0-3-0 (min. 0-1-8) 12 = 881/Mechanical Max Grav 1 = 881(LC 1) 12 = 881(LC 1) FORCES. (lb) r Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-882/0, 2-3=-880/0, 3-4=-1986/0, 4-5=-1986/0, 5-6=-2565/0, 6-7=-2565/0, 7-8=-2565/0, 8-9=-2214/0, 9-10=-2214/0 BOT CHORD 16-17=0/880, 15-16=0/2513, 14-15=0/2235, 13-14=0/2214, 12-13=0/1420 WEBS 3-17=774/0, 1-17=0/1191, 8-14=503/0, 9-13=-410/0, 3-16=0/1249, 4-16=264/0, 5-16=598/0, 7-15=-587/0, 8-15=0/1069, 10-12=-161110, 10-13=0/1024 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. W.q-FkneN.A re!1,49t lr irlp¢Si,ndU1"y DFDaot rltttSLOMASalnitmg. )ImIk:iDDovisim. Ta4tifft pnssnmindlan" NT,rus [?tipnrmarilCC; wra; w1.?csmlA,rEhfnecuS9nprthtt M. uns e»nrav slstdu9v iG9,oslr YP:ed:aa"Jmw.nshh+sedkfnlDDhis nXi. ps eT+ss;esi�; +een¢.e,SpeceXp .nrD3e aduanT6Qrepnegaxupiw.edMrnhs:rcsd equeespryn$as3tteita rxtnipdfxsigihns isphkdoGe nOMp,ala llbl. ihhsipnusptim�,lwisl,at s,sihifa! Anthony T.Tomboll:,P.E. ndnedt3ltrnntasnSAdathmsrpttnYEms�vm.mC,miM4avdrycdoAe6Ynple;Fgm,h6n�«mide3t,le�WMtud peiap;deseidll. rwgpro�ddlsellMapSdtsad3e lrm,cldulk+sEap,dage,i!k[anes3hesap shGle&nsatrdi3pd80083 4451 ''t!a':iiWphs4pt�[sdtult. EAraennegatlel'.Dae6rprstes�pads°nn#6epWdegGa}nsCSa+,pt tat+csflnttCSPpsllixkdtp3pMSStemrdnnr3CttpnselerSee;e.ffl-f dapunSen;puiz`rtnnd3Fiesdfi.fassEesi�te,tnr,4$g Gpsm atFnnA.Jarmre,n3ns Aen�sn hfinfil nxa eelsgn I.C.T tpmmn netted. sht:ns D' h t cap Fort Pierce, Blvd. .; at p ; cup pher is XDl3e kKih;nr}w,arnnSpt <ahpnrads 6" A" acieirnc:enadelaedalFFl. iopyriRbiQ2)I6A-IRaallpasses-Ambaayl.lomSoIII, P.E iepradadsadthis dammtr inaayfsm,ispra63Bed.(sham[hensirenpesmissionhomA-1lodirossas-kibenyMocblll,P.E FvrtPlerce, FL 34946 Job Truss Truss Type Qty Ply A0186076 70194 FL02A Floor 1 1 Job Reference o tional Al Hoot 1 russes, Tort Tierce, d-L iqu4t3, oesignraa iiruss.com 0-7-3 1-6-11 2-6-0 6x6 MT20TZ= 3x6 MT20TZ= 1 2 3 15 14 4x5 MT20TZ= 1.5x4 MT20TZ11 4 13 3x6 MT20TZr Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:29 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-TZUCgtxvcZy38HvNl—ir?U HM60Ydo6y39U0vvfy9Rsm ! 1�1 ! 1-8-8i' 1�� 3x4 MT20TZ= 1.5x4 MT20TZII 1.5x4 MT20TZI I 3x6 MT20TZ= 5 6 7 16 8 12 11 3x4 MT20TZ= 3x4 MT20TZ= 10-0-1 10-11-13 0-7-i 9-0-5 9-h13 10-10-5 15.4-9 .. n_� nn_�n�f n_fnvin_1_a A�-19 Dead Load Deb. = 3116 in 15x4 MT20TZII 9 10 3x6 MT20TZ= Plate Offsets (XY)— [11:0-1-8 Edge] [12.0-1-8 Edge] [13.0-2-8 Edge] [14.0-1-8 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 0.79 Vert(LL) -0.28 12-13 >646 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(TL) -0.44 12-13 >415 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) -0.02 10 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 79 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B M 30(flat) 'Except' T1: 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B M 30(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 1 = 911/0-2-9 (min. 0-1-8) 10 = 1346/Mechanical Max Grav 1 = 911(LC 1) 10 = 1346(LC 1) FORCES- (lb) • Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-272/0, 2-3=-1249/0, 3-4=-2279/0, 4-5=-2279/0, 5-6=-2634/0, 6-7=-2634/0, 7-16=-2634/0, 8-16=-2634/0 BOT CHORD 13-14=0/1256, 12-13=0/2731, 11-12=0/2634, 10-11=0/1987 WEBS 3-14=-992/0, 2-14=0/1616, 7-11=-419/0, 3-13=0/1154, 5-13=-51410, 5-12=379/325, 8-10=-2255/0, 8-11=0/959 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) Recommend 2x6 strongbacks, on edge, spaced at' 10-0-0 or 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 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-15=-10, 1-16=-100, 9-16=-250 '- Eercq•Dmf�rR+}Dd mi}�&!'drib?S:TIGSSC>rSDltl'yfi�Dsl itWl B(UYEf1h1A5lEDFpi'i9!FriS.1t9%:i3EyLICh}@tnt;9}Cprnreiesaire@edssneYs'nrs[+:�}imvi{ICr;pi�}S�Ike!1.ftroa4bri.leMesu ShMkhttR!. lY�tttMkrree ekeedn2!i[fi,nH Yr'tl:eeeeA}fktn ssa7ks5!dPofRIfPRkn6115er+ssTAnwo10p}nitrya:p}x:+i7 Fu C7}t}st}.dG}Si.11sLns i}pMdmW[7pNry!Kn7fl i. ikhlyent cae,sa sb n,tahtifi Anthony T. Tomb011:, P.E. m:d.led 3lnsslu n.k7doluA}rc,pRair !dt•!�.sn.A![wiMkai !psl@Oef Ly:elfin.le5x3#mtdlkttf,tt6;Wdlhrd6e"rmlvh sY iE4l. rxyp!}ddCut WeyS!N,.de.,x433'siu9ts�ry@"ye,a.tdaeRrika 56oGk5e!:.pRu3ii3r$ 380083 ' sflA`Ei4rasirmRllsEmmtif.Iliz'1}SRfFtRH!F'O@tn!ftXkA11@tfAlt:Un$rRi!'sfAl5ti3'S�#iraC91}(5(,1t11iSY�EritlRdS./Ue1!r!f@RdidfESRTIifidP0.T•Rl:#'Wf1if!Rtr411S}Snfd:!It1i(RrT31rPLi,F1iStRLipfey9ttl@d':RSSYStAId9(G,Rif35 4451 St. Lucie Blvd. al.nf}nedf{eFergagedrfFun�nflmrmnnuRf tfunsoR}p,bMYV,NO! �fW&j;}sy.,cetnssiru} mdayWo;,myaadxcmadeinlnF. Fort Pierce, FL34946 CmpyrighF � 9018 A-1 Paollnsses-An!tamyl.lom6o{II, Pi fepmdnoimn otshis danmea io any fum,is prahffiited.OhmaOhen!irleo permimimm hemA-1 paof lnssts-bl tart, lomhoill,P.L Job Truss Truss Type Qty Ply 70194 FL02B Floor 2 A0186077 Job Reference o tional 0-3-8 _ 1-4-8 , 2-6-0 3x6 MT20TZ= 3x4 MT20TZ= 6x6 MT20TZ= 1.5x4 MT20TZII 1 23 4 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:29 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-TZUCgbtvcZy38HvNl—iRUHMwOW Vo5T39UOvvfy9Rsm 2-3-12 ,— 1-9-4 Dead Load Deft. = 1/8 in 1.50 MT20TZI I 3x4 MT20TZ= 3x6 MT20TZ FP-- 1.5x4 MT20TZI I 3x6 MT2OT2= 1.50 MT20T2r 5 6 7 18 8 9 10 ' .t. I 0 17 16 15 14 13 12 11 4x4 MT20TZ= 3x8 MT20TZ-- 45 MT20TZII 4x5 MT20TZII 6x6 MT20TZII 3x4 MT20TZ= 11-11-12 Q-3-a 10-1-12 "-H 11-"-4 16-4-8 0-3- 9-10-4 i _ 0-10-4 0-10 4 4-4-12 0-1-8 Plate Offsets (X Y)— [3:0-1-8 Edge] r10:0-2-8 Edqe] [11:0-3-OIEdge] r12:0-3-0Edge] r13:0-3-0 Edqe] [15:0-3-8 Edge] [16:0-1-8 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 0.80 Vert(LL) -0.30 13-15 >636 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.45 13-15 >425 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) -0.03 11 n/a n/a , BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight: 94 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) `Except' 5) Gap between inside of top chord bearing and first T3: 2x4 SP-B M 30(flat) *Except* diagonal or vertical web shall not exceed 0.500in. BOT CHORD 2x4 SP-B M 30(flat) 6) CAUTION, Do not erect truss backwards. 132: 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD LOAD CASE(S) Standard Structural wood sheathing directly applied or 5-10-6 oc 1) Dead + Floor Live (balanced): Lumber purlins, except end verticals. BOT CHORD Increase=1.00, Plate Increase=1.00 Rigid ceiling directly applied or 10-0-0 oc bracing. Uniform Loads (plf) ert: 11-17=-10, 1-18=-100, 10-18=250 REACTIONS. (lb/size) 1 = 1013/0-3-0 (min.0-1-8) 11 = 1546/Mechanical Max Grav 1 = 1013(LC 1) 11 = 1546(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-268/0, 1-2=-1021/0, 2-3=-1019/0, 3-4=-2377/0, 4-5=-2377/0, 5-6=-3424/0, 6-7=-3424/0, 7-18=-3424/0, 8-18=-3424/0, - 8-9=3424/0 BOT CHORD 15-16=0/1019,14-15=0/3154, 13-14=0/3151, 12-13=0/3424, 11-12=0/2499 WEBS 3-16=-902/0,1-16=0/1379,8-12=484/0, 3-15=0/1533, 4-15=-256/0, 5-15=-882/0, 5-13=-44/699, 9-11=-2808/0, 9-12=0/1258 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. ...;tivs�.flrne�rt�d!,n,nfN'r•1t@?7!USiijSEliB";.OYHst ittidSErO�@i7?SrF3itMj'38!Gj!(AfOF.iBEY�II'h,a, rrrdldeig rmse4.sadreNerw.alts'sass@ni7aGs+<icril@@jndRtiithx}LieA»IIS,li.lsfnem ilrettdcv nr. miss rfnrrre a�dnA!ir-0,n¢ !Eih4nuntxptss sM�hndfn(xl@@NNniid. A:tl'+ss:tsy�feperi (sySreCxiry iuefb3t srEar wT1Mrepes swrtcpw.edlstdrlxt:ueel!eveerrig;rqui tleltatnhtipttra sir;la7,ns ls;mNatdr SD@rcti,ntnlil I. taGsipt xtaapu b>a dta�:w:, widc7; Anthony T. Tombo III, P.E. adnrdMs SntahrmSsl¢�umru(uoN`d!ttlr0+eer;ISsC.rds dCaad�redvAerFtxr'desip,,b[anatrl�J,St Rtadtklyd lamr:rt:xaml.rx:,ddnnmuradP;+d�e inc,,st�yyuKyr,�a�'u.�eawpss�u!>&,.�amd t80083 3eM!GerEaer7frs5uxr.iEm:sAedhtNtad[ar�las��k:4vndtutaVgtesluasfSd?y FdxsmullrS(pU�ssdtrtnedS4:d aueF�ssrBfor�ecd�idse�. tM1tdi<ses3r rurrrwi6lstdktesdP.rG.ss@esse.t�.sR;cg rerieerat',rsstmlaanr.atas 44515t. Lucie Blvd. :4r+inkivedlf t(w:rlgaeedgst b.ra,sdtr dtra,esoRN, Relnss 7fdp&pmi: N71.irtrd®r.rslpr„a rdaSphaFtperq daxlv�iry, di¢•d�k'aed@rc:rrzs: t °wed q IrW. Fort Pierce, FL 34940 Cupyrig91aiD1AA-1led tsatses-AntYncyi.lnm6ollt,P.L itpmdaaianadsSSsdornmtotisDay [am ispraA'bard.96nnnherrireopermiisleoirumA-liwlUetsss-Aul6rryl.la>rSaIII;P.E Job Truss Truss Type city Ply A0186078 70194 FL026A Floor 2 1 Job Reference o tional Al rcooT t russes, ron rierce, rL 04U40, uesryn�Wa 1usua-11 0-3-8 14-8 2-6-0 1.5x4 II A Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:30 2017 Page 1 ID:quyl fmbi5paE4bKJjmeOMbyB3st-xl2a 1 DyXNt4wmRUasiD4XhgW6ciryXY1 DO81TR5y9Rsl , 2-3-12 1-9-4 1.5x4 II 3x3 = 3x6 FP= 1.5x4 11 3x6 = 5 6 7 18 8 9 Dead Load Defl. = 1/8 in 1.5x4 = 19 10 17 16 15 14 13 12 11 4x4 = 3x8 = 3x3 = 46 11 4x6 11 5x6 11 11-11-12 _3_ 10-1-12 11-0-0 11-10-4 164-8 -3 -10-4 0-104 0_104 44-12 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 0.83 Vert(LL) -0.30 13-15 >636 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.45 13-15 >425 240 BCLL 0.0 Rep Stress Incr NO WB 0.53 Horz(TL) -0.04 11 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight: 94 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) `Except' T3: 2x4 SP-B M 30(flat) BOT CHORD 2x4 SP-B M 30(flat) *Except` LOAD CASE(S) 82: 2x4 SP-B No.2(flat) Standard WEBS 2x4 SP-B No.2(flat) 1) Dead + Floor Live (balanced): Lumber BRACING- Increase=1.00, Plate Increase=1.00 TOP CHORD Uniform Loads (pin Structural wood sheathing directly applied or 5-10-12 oc Vert: 11-17=-10, 1-18=-100, 18-19=-250, purlins, except end verticals. 10-19=-100 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 995/0-3-0 (min. 0-1-8) 11 = 1421/Mechanical Max Grav 1 = 995(LC 1) 11 = 1421(LC 1) • FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1001/0, 2-3=-999/0, 3-4=-2322/0, " 4-5=-2322/0, 5-6=-3288/0, 6-7=-3288/0, 7-18=-3288/0, 8-18=-3288/0, 8-9=-3288/0 BOT CHORD 15-16=0/999,14-15=0/3064,13-14=0/3061, 12-13=0/3288, 11-12=0/2409 WEBS 3-16=-885/0, 1-16=0/1353, 8-12=447/0, 3-15=0/1493, 4-15=-255/0, 5-15=842/0, 5-13=-93/647, 9-11=-2707/0, 9-12=0/1191 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. %pzx±•flnse9sm'yJ,+reeka Be"4Ir_7rDIRSS(SElls1'pSJ.Be€ittu:3(U%CiiW9S t01Cu{'S7r0'i::5p9ktOGufMt'hm. Tnl±k ramse'rrs�i,eeimt�M2cFttss itsip: +ar[IQ6,WIIbSeiSeen,7. hwislU,iE6",rnss SketEstue ee, Cues Mki�ise sn:ela+@e'C4, W! #i'e4:emmx lien sttlrndr. WDE4k hs A:sinth;gs Fgirwtx,%le�kt�ne tsetnegtGPnxeusswxup.�azShaa!es:,rdtRnttdya:yet'akt�6tessir.dfusngleLtss iari,Td�IstO6alp,"[ei1rW.:uM,7r nta;{kx:6sx+srtnL�es,s�hl:3! Anthony T. Tombo ll:, P.E. ma.edebrns,nurztyuxr��Eun��e.nr.eec.urstgwaaeran,ue.aaa((,exsrkatt;eaexet4Lr�yPeamneisi.±s�(,aeircavg3xt.aq,"n��nstar:�snrxr+a±r #80083 '4t Ea:tie±Cesy�:n!(ansnr. TQsmssdexel4eP.Qalhr,±mStes�rsTznt7vehrlttyfeat.S:t!fh4rsaia(16i±stlis53dh'.lindSl:anerefiisas�kr remlryW;e.i°4E os'.rzeske te7w il<'aisml tfissdherassPnrQ,x*.Irsss Qxciv (sgmtat'n:skmladmxalen 4451 st. Lucie Blvd. x3eain 3rrneii±e(c:rl s�erlget4rrk±l±eP,raanrsP.d;tel!eseQssigs(erbe, is NQl4e t:imra+ipwatnss:ssrabrkreteimler. to asac�sl;s�e:mua,:apt±u. Fart Pierce, FL 34946 roprrig6lC 2016A-I Joel Lnsses-Amboeyl.lombo III, P.L Repmdeoiondt6is dommertinoyhim, is pmbib0ed.ithnol t6ewilurn permissi"bomA-1 RoolTresses-An±ficnpl. Tomb III, P.E. Job Truss Truss Type Qty Ply 70194 FL03 Floor 1 1 A0186079 Job Reference o tional m i ruin i iubbeb, runt rierce, rL a4946, eesign@a-irruss.cem rtun: 6.1-2u s NOV 12 2U1 / Pnnt: 8.12U s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:30 2017 Page 1 ID:55C9[Y cgmPVbvvH4eZS2dyCOxY-x12a1 DyXNt4wmRUasiD4XhgbKQ3FXgEDO81TR5y9Rsl 3x4 MT20TZ = 1-3-15 6x6 MT20TZ= 3x6 MT20TZI I 1 2 1-4-8 1-8-11 3 a....... i 0 Ci W 2 W3 9 0 t7 1-3-15 r 1-5-7 I 4-6-10 4-10-2 1-3-15 -1 ' 3-1-3 0-3-8 x — x LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) WellUd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.09 6 >604 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.15 6 >364 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014[TP12007 Matrix-S Weight: 27 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 236/1-3-7 (min. 0-1-8) 3 = 245/0-3-0 (min.0-1-8) Max Grav 1 = 236(LC 1) 3 = 245(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) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Maeaa•Ntni �rsN;,,muxna t•IG;iIIOSUIitllB'gfa�JaliskCBCORi't7n(ttT"61{i9q'jL�A7R,i3fu.RPhra Bratlttsrmre;etalaResOsutit;aff pttgtataiirtiCt�N;kir'flytnT.':iuz l8,rl.UtnictRegltfut nt C3:isitE75satc4stda�r-0,teh Ni:'S4�t .bp&it ih le>'YaMdrID'cgHnCd. btr?It spa:efaeoia,tltGFhiiq�irei�,"„t:ealwwrippnxniM.waer icdtrtln ncd eap+teaga:pwv:+trylersrerJpdSt uegl:lins atptaNmGt106w1r, ats57ila. iktGssgtnusatroai.laxlapaetust, sahtiar Anthony T. Tonsbo 111, P.E. ' sattttaunrnttrxws ratnmreµaucrosv�.tv,�eurty vttli�tittmtlt l�yh�tt ndL,!K,as[Kmtk� kr.*tq atremt.rwraoadunaaawr,s:tarEl t.m t mya:�r auo�fivatrnittaojrd 80083 3a tztiirh�psi Mfti➢tit+, tAua sAwt o@t f:Jal[v. irxlanma6: hneta'QtkaGz}aoicst76'aamn StSP pttW�kl.PIW S�Ataith�ttt:i[a{nN;silaY, itld hnanSwtgisuk'Rsaah'in atitntUtsigiyirrsi et.lt remit �era:s v,�a,a�tr.win Tkiltnaa4fUtaSjtfw`Y1 YJNa�wli ri:tigE7lP.rq'ii1'titita, itilipti 7tuaieyxxfS81I #i rtj'(It tffi p QI r a iltah'.Citall afAiawuu. oast , FL filed. a �'#ra15.1tiiAfi xtM/! fa:Po.iG � foprrigN@1918 A-1 taulLeists-An@eayT.Icmbatll,P.Ei±pmduUonoifbisdommtcL is aay(um,is plu6i60td.a6oml6ewiiGeopeamiaiaabomA-t tool Tnnts-Am6capl. taa!!a IR; P.E Fort Pierce, F134946 Job Truss Truss Type Qty Ply A0186080 70194 FL03A Floor 1 1 Job Reference o tional rt i moor 1 russes, ror( coerce, rL sgayo, aesign(Wa Esruss.com 0-7-3 1 ... 2-6-0 6x6 MT20TZ= 3x6 MT20TZ= 1 2 3 14 13 4x4 MT20TZ= 0-7-3 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP-B No.2(flat) *Except* T2: 2x4 SP-B M 30(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1 = 772/0-2-9 (min. 0-1-8) 9 = 1132/Mechanical Max Grav 1 = 772(LC 1) 9 = 1132(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-272/0, 2-3=-1039/0, 3-4=-1806/0, 4-5=-1806/0, 5-6=-1949/0, 6-15=-1949/0, • 7-15=1949/0 BOT CHORD 12-13=011045, 11-12=0/1949, 10-11 =0/1 949, 9-10=0/1578 WEBS 3-13=-814/0, 2-13=0/1344, 6-1 O=276/0, 3-12=0/860, 4-12=-307/0, 5-12=-451/117, 7-9=1791/0, 7-10=0/666 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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. Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:30 2017 Page 1 I D:55C9lYYcgmPVbvvH4eZS2dyCOxY-xi2a1 DyXNt4wmRUasiD4XhgZnQr9XbPDO81TR5y9Rsl 2-1-2 1-8-8 1-9-4 Dead Load Dell. =1/16 in 1.5x4 MT20TZI I 3x4 MT20TZ= 1.5x4 MT20TZI I 3x4 MT20TZ= 1.5x4 MT20TZI I 4 5 6 15 7 8 12 11 10 3x6 MT20TZ= 1.5x4 MT20TZI I 3x4 MT20TZ= CSI. DEFL. in (loc) I/deft Ud TC 0.66 Vert(LL) -0.1511-12 >999 360 BC 0.96 Vert(TL) -0.2211-12 >721 240 WB 0.38 Horz(TL) -0.02 9 n/a n/a Matrix-S LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-10, 1-15=-100, 8-15=-250 9 3x4 MT20TZ= PLATES GRIP MT20TZ 244/190 Weight: 69 lb FT = C%F, O%E trtm:s}•flesn;fsraf'8}mka fta'01rSifi1AhS:irSEliq"p(iA3e!iftufdNR:1ft]R(4i1[N{"f4sn'l:(SA7&. ,fiYLtl'hin. to leCet}aasst:smareetmfnmttis irassC ap CmshrlQCesitts dhrasgl.ieraiaN.tLrflnun SYeaEererc rse, t ns'f.Wat shedn3t'wn, YlfelUaFl�l fLSfS Sd9:IteSidd�INf N{i 1tad.4:al�iS �it51�(tfhMliL:(tEfaJ'-Jj,tttiprl StfHFiJTQPIISftN?t!tIRS}1➢Y.ed Ul atisala!�Ilel�hd:e:dRl1 4'.IIR(#fi5l�it?(MShTdiil'154d1r.'Itlia�lT�N%r,rtn @a. i4hsryensr:ptien:: ds gaeL^ias,sih3ra; Anthony T. Tombo IIl. P.E. minedPJs Tnss(a agiakyh�tt>ttttidlu!d 8ets,d:Geu's[>(�nedePaaCnErlst 7rsgse,htieczWdtkB(,de0.'sls:4sdYb 6adesLsrdirdt. lugrrew dim eg5ed ad4e insUa,i4"i�49'W'R3'hrsnwmdlrsrj fkChb--v:e4940 #80083 d2 FaAer+;tgeeM(sanssa. Aaw, s9uf®Rei:'Ja4th'I"e mf ry#?mes thtatta}Cov}a2dSdAf'sazraw)@}phisfdh11.1RUmrchimedinr-00dncM'I kkw.iaregx.0eg-d Mn Of.T.'so"i7m.. inns Nvst brkxre(Tw W'"K.whn 44515t. Lucie Blvd. 0owlakhndlft(u^.riz"t"h..16)1l e�pft.'nFed. ;hl!ns horbfxs>: S013s trceie}rN �,xrmslpEa'Eom det I",;, U a;iRW-um m r, femih 194. Fort Pierce, FL 34946 UPi hd02016A-ltoolbossts-Anta Llomboill,PEto rodostionaWisdoomat in any fum,is piahliImd•Abaonhendreo ptrdissvtfiomkltoa mssts.Aothe± lAw6lll,PZ Job Truss Truss Type Qty Ply 70194 FL04A Floor 1 1 A0186081 Job Reference (optional) r r.Go I=, , �� o .ago, unaly.led 1 uuss.wm Run: 8.120 s Nov iz 20i i Print. 8A20 s Nov a zu1 t Mrtek Industries, Inc. Wed Dec 13 08:40:31 2017 Pagel ID:55C91YYcgmPVbvvH4eZS2dyCOxY-PyczEZz98ACnNa2mPPIJ4vMgvgBVGzzMdoVO—Xy9Rsk 0-7-3 1 "1-6-11 l2—" 2-2-9 , 2-0-0 0-8-1z 2-6-7 Og3 33-_O 3xII6 MT20TZ FP-- Dead Load Defl. = 3/16 in 4x5 t T20TZII 6x6 MT20T2= 3x6 MT20TZ FP= 2x6 MT20TZII 2x6 MT20TZII 6x6 MT20TZ= 6x6 MT20TZ= 2x6 MT20TZII I 4x5 MT20TZII 4x5 MT20TZI I 2x6 MT20TZI 16x6 MT20TZ-- 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 TI o [11-4m 0 26 25 24 23 2221 20 19 18 17 16 3x4 MT20TZ= 6x8 MT20TZ= 6x6 MT20TZ= 3x6 MT20TZ FP-- 6x8 MT20TZ= 6x6 MT20TZ-- 6x6 MT20TZ= 2x6 MT20TZII 3x4 MT20TZ-- 3x4 MT20T-Z= 3x6 MT20TZ FP--3x6 MT20TZ11 14-3-13 12-2-5 13-2-514-25, 21-8-1 21 11-9 0-7- 11-7-11 1-0-0 1-0-0 7.44 0-1-8 Plate Offsets (X,Y)— [3:0-1-8,Edge], [6:0-3-0,Edge], [9:0-3-0,Edge], [10:0-3-0,0-0-0], [11:0-3-O,Edge], [13:0-1-8,Edge], [14:0-2-11,Edge], [17:0-1-8,Edge], [18:0-3-0,Edge), [21:0-3-0,Edge], [24:0-3-8,Edge] [25:0-1-8 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 0.96 Vert(LL) -0.36 21-23 >741 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.55 21-23 >476 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.08 15 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight: 170 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) 3) Provide mechanical connection (by others) of truss WEBS 2x4 SP-B No.2(flat) to bearing plate at joint(s) 1. BRACING- 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d TOP CHORD Structural wood sheathing directly applied. (a. w !131" X 3") nails. Strongbacks to be attached to at their outer ends by BOT CHORD or restrained other means. Rigid ceiling directly applied or 10-0-0 oc bracing, Ills Except: 2-2-0 oc bracing: 21-23,20-21. LOAD CASE(S) Standard REACTIONS. (lb/size) 15 = 1205/0-3-0 (min. 0-1-8) 1 = 1204/0-2-9 (min. 0-1-8) Max Grav 15 = 1205(LC 1) 1 = 1204(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1906/0, 3-4=-3544/0, 4-5=-3544/0, 5-6=-3544/0, 6-7=-5285/0, 7-8=-5285/0, 8-9=-5285/0, 9-10=-5040/0, - 10-11=-5040/0,11-12=-3354/0, 12-13=-3354/0, 13-14=1645/0 BOT CHORD 24-25=0/1906, 23-24=0/4677, 22-23=0/5040, 21-22=0/5040, 20-21=0/5040, 19-20=0/4608, 18-19=0/4608, 17-18=0/1645 WEBS 3-25=-1429/0, 2-25=012407, 13-17=-1517/0,14-17=0/2271, 10-20=692/0, 3-24=0/1814, 6-24=-1261/0, 6-23=0/676, 8-23=-35910, 9-23=-403/620, 13-18=0/1893, 11-18=1396/0, 11-20=0/1092 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. ttaTiq-Fla,adumelrrehYfse9lIggi iiBSS'Sr,'$Cali'y5[B3fE IELMI6FJ%OInvAS(InI0Yj7Nillltf[C96 EPiYEM('lun leratGslppnaanelef.1 uh,"Ws Int"D l;IDrs'1g W,.1r.WiserI.Ilse.IIII: et. W..itmtetaew. Ealn 0-1-WA.n. MD, It 16TreeoaMerrMlsskakeseHor7lnNCpI-It,rTmsO:sYe6ri�stit,S;e;�lEsfglmrRM,xIpaIT6,rqm-msanlm}faeatlrFNeuieulegbxruTlnpnl!*uttb,thhnpaLYmprm:lerdl.feTOPulr"d.1M.tkirga-6d u:lnttre5lxdrtiullCie14,1nv1dM gnlhoflyT. TonibOIII, P.E. of rseti shs inss brag 4iltr;Ishlrnpn3ilutahtlrm,tra(frxVs oAkm:elgrdnoekilrert Ongee, iefrerededatelr tll lasena�IS,ilfu3rokulTnd. Rxemnd u!141IOOw/erfielinreftllLn,; hdKu;fsediay,Ixese.usWldiwedFn�q,talktlens;n'r 80093 ' nlnatgo-apaahffiIAn.mmisHmemtoeldaevoamnFAnfa��untgrryeelscehdl�waps�etuunTrnNswellaemvxra�esamtt�xselnq��ia,�laalse�un;u s,Tmro:mmfeno[TRrsvamana,mns:' 4451St Lucie Blvd. Ine111gleF.RlMItmllal;leifgn Y YI{XS IJaI pain Iira9t TN Igif Da:d Y ISFQ81Cnnlgeetpn,ttlli,i s;ala 6pax! algSnnhg tga;nded IA:, ns dslll,mt. Copyright J� tgld Ad Raof posses-AmhonyL lamho lll,P.E. Reprodurron arrhis dammeet, in an yform, is prohibited Whout-he minen permission from A -I Radhossas- AmheoyT. Tamho Ill, H. Fort Pierce, FL 34946 0 Job Truss Truss Type Qty Ply A0186082 70194 FL05A Floor 1 1 Job Reference optional) m i mooi i russes, run r,erUe, rL afsnyo, uestynLn Iuuss.wm 0-7-3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:31 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-PyczEZz9BACnNa2mPPIJ4vMgbgCyG?8MdoV0_Xy9Rsk 1-6-11 „ 2-6-0 2-7-9 „ 2-0-0 9-8-1g 2-6-5 0 8n3' 6x6 MT20TZ= 3x6 MT20TZ= Dead Load Defl. = 1/4 in 3x6 MT20TZ= 3x4 MT20T2-- 1.5x4 MT20TZI I 4x4 MT20TZ= 6x6 MT20TZ= 3x4 MT20TZ= 1.5x4 MT20TZI1 3x6 MT20TZ FP-- 1.5x4 MT20T711 1.5x4 MT20TZI I 3x4 MT20TZ= 1 9 s d 5 R 7 R 9 1n 11 12 13 14 23 22 21 20 19 18 17 16 15 4x5 MT20TZ= 3x8 MT20TZ= 3x4 MT20TZ= 3x6 MT20TZ FP-- 3x8 MT20TZ= 4x4 MT20TZ= 1.5x4 MT20TZ SP= 4x4 MT20TZ= 10-11-12 12-1-4 9-10-4 s-11-1z 11-11-1j, 19-5-9 19 fl 1 C-7- 7- 9-3-1 0-" 1-0-0 7-4-4 0'-3-'8 1-0-0 0-1-8 Plate Offsets (X Y)— [4:0-1-8 Edge] [12:0-1-8 Edge] [14:0-1-3 Edge] [16:0-1-8,Edge] [17:0-2-4,Edge], [19:0-1-8,Edge], [20:0-1-8,Edge],_[22:0-1-8,Edge] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.40 20-21 >582 360 MT20TZ 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.66 20-21 >353 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) -0.08 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 102 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) *Except* T3: 2x4 SP-B M 30(flat) BOT CHORD 2x4 SP-B M 30(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 106610-2-9 (min. 0-1-8) 14 = 1070/0-3-0 (min. 0-1-8) Max Grav 1 = 1066(LC 1) 14 = 1070(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1475/0, 3-4=-1488/0, 4-5=-2805/0, 5-0=-2805/0, 6-7=-3722/0, 7-8=-3722/0, 8-9=-3722/0, 9-1 0=-3701 /0, 10-1 1=-2535/0,11-12=-2535/0, 12-13=-1074/0, 13-14=-107710 BOTCHORD 21-22=0/1488, 20-21=0/3561, 19-20=0/3722, 18-19=0/3451, 17-18=0/3451, 16-17=0/1074 WEBS 4-22=-1180/0, 12-16=-943/0, 14-16=0/1455, 9-19=-635/0, 4-21=0/1486, 6-21=-859/0, 6-20=-153/574, 12-17=0/1 648, 11-17=-286/0, 10-1 7=-1 03610, 10-19=0/880, 2-22=0/1915 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) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 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 shall not exceed 0.500in. LOAD CASE(S) Standard 0 twewbd-Flemmw.prirrerkr ne�a�uugi 110fSE5�111![P Z83AE IfWf er0Y010CAS(BS@4i'rLT3')LL¢K;61€QnYrkl'brarerm[¢rippre: mw wErwlwtrnMSlrtwCnlRUrtrmrpbr)anrl4 dmwrllexkln,Pl.lelana S'm^ktnew. teleudln.isesaiermmiCo,nlr wTi<eeMuphhcs�Ikevlix4eTELlttd:LAseTAnthony T.TomboIII, P.E. we,seriGrsuwsmr.gki sisns,rymo:wlameann.ee 6r+ds oak bd eysmn mmxeger.: e,e�e weeassnea mlx wsru lxztxmgrrrmmE.ne en-1of0e move ws e,u.urmm:s;bdrfymeuy,i.srr.b t:r<nwwsbwq M katr,.q.004d -i80083 mSOrwlD:sigxwe[rohnw.AnMer,�rdbmloewAmr,�w,edrrdbsdmwr.,[e wivmld,oe�pts9rde:kn.rrwdssueerd.o�e�e dr«awe.rrlE w:dra:rw i r®rhnwdmb:r:u:rO:,TrwsDiPknhwel-1 bdwa,�den 4451St.LucieBlvd. ran.n,etdye;wnm�adrrw,. elturwrswd,dli,W.Dean[aimIsarm11figDr,lg,w,nur,;srnemusbwofflyW1 ,uiwicdudinrwioeesdeswErcnu. FortPerce,FL34946 Copyright 0 2016 Ad ioolBosses-Anthony T. Tomhn ill, P.E. Reprododinn of thisdommeet in any form, is pinhi led whhoutibe minen ptrmissienbom A -I RaetTrosses-AcifimyL lan3o Ill, P.E. Job Truss Truss Type Oty Ply 70194 FL06A Floor 1 1 A0186083 Job Reference optional) 0-7-3 1-6-11 „ 2-" sir 6x6 MT20TZ= 3x4 MT20TZ= 1.5x4 MT20TZI1 3x4 MT20T2 = 3x6 MT2 1 2 3 4 5 6 2-6-3 rsn 1. U. rr.UV ,<— r r —uss. o. icu b rvuv rc cu t e svn s eK Iau5srie5, Inc. vvea uec is uo;4u:az zui r rage i I D:30 kXiyvZ23? nSO W rq ISMpkyB36i-t8ALSv_nvU Ke? kdyz6GYc6vUEYp?TS WrSEZ Wzy9Rsj p-8-12 2-6-5 3x4 MT20TZ= 3x4 MT20TZ= FP-- 1.5x4 MT20TZ11 1.5x4 MT20TZ11 7 8 9 10 V41l -8 3x6 MT20TZ= Dead Load Defl. = 1/8 in 6x6 MT20TZ= 1.5x4 MT20TZI I 3x4 MT20TZ= 11 12 13 14 23 22 21 20 19 18 17 16 15 4x5 MT20TZ= 3x6 MT20TZ= 3x4 MT20TZ= 3x6 MT20TZ FP-- 3x6 MT20TZ= 4x4 MT20TZ-- 1.5x4 MT20TZ SP= 3x4 MT20T2= LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 945/0-2-9 (min. 0-1-8) 14 = 949/0-3-0 (min. 0-1-8) Max Grav 1 = 945(LC 1) 14 = 949(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1291/0, 3-4=-1302/0, 4-5=-2384/0, 5-6=-2384/0, 5-7=-2384/0, 7-8=2945/0, 8-9=-2947/0, 9-10=-2939/0, 10-11=218610, 11-12=-2186/0, 12-,13=-948/0, 13-14=-951/0 BOT CHORD 21-22=0/1302, 20-21=0/2927, 19-20=0/2947, 18-19=0/2843, 17-18=0/2843, 1 6-17=0/948 WEBS 4-22=-1020/0, 2-22=0/1676, 12-16=-834/0, 14-16=0/1284, 8-20=-484/286, 9-19=-407/94, 4-21=0/1221, 5-21=-255/0, 7-21=-648/0, 7-20=-330/578, 12-17=0/1397, 11-17=-278/0, 10-17=-743/0, 10-19=-125/549 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) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 9-10-12 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) -0.2120-21 >998 360 MT20TZ 244/190 BC 0.88 Vert(TL) -0.32 20-21 >642 240 WB 0.47 Horz(TL) -0.06 14 n/a n/a Matrix-S Weight: 93 lb FT = 0%F, 0%E 4) Recommend 2x6 strongbacks, on edge, spaced at 10' 0-0 oc and fastened to each truss with 3-10d (011131" 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 shall not exceed 0.500in. CASE(S) Be,hg-Flnu tlaapk¢nmv[u'}IIW:; 110SSFl!Sfl1Ei'j6fe3ll lilala[0lelnlS(gstOYl-IGrd'121CG10EE06sIE11'Icn sertlf[eilplcc:ln,W«elwkfnN't- M,p®nq{igpjtmOf6" Lhzh R,r'_ j&m Shot&.-rehssatmisesalelm GIfD,rd! wtrta rdmnausendt:astoe,>lsmt(reln,sn,eupnnp,tr¢rateq a:uin�rogrgrnue¢rclmrdkldeumnsSmy rapnmanmrasrmgdmesu�erre:eq nnlooutl.atvmt.r'euspamr¢Ircs,ktetur(erac, maae Anthony T.TomboIII,P.E. ' nl sxsishs Lrssln¢qt.it#of lsne mrnsu llydw—,t0-A.A,hagW., lL•O&I gen7e,ia@e ndeddheni,del%allk 6¢I5nlLegmhn11rF1. Mypnnldhr lfign/ryfi:mne d,leims; hdrtgkn'feg.Y¢ep,bs il!eliwa(knyrldlhBrre�nMielpd 80083 mu7r¢po:Mgerad[:Y�u1:r. NMes sdrd'n%IOg nl dxlncttKnearid¢ndroelnEg Gc�regt khgldasrtm(ll9jidfi;fe/i.Rinl SGAnrdaenlfx�ndpitece. lFtlldimBe resins@eTmnal Miesd MlnfsU:s:�e,ims M,ip Ey;ena(Irm aaatsa¢er,edns 4451 St. Lucie Blvd. lAnvn!(:fxadlrs(nnclsp¢dnn m nPrghvi pvmeslsnh:i Ite iroro gnla hihxr is Egrtle sflip Oesyxr,nlr¢v $n:a [sltrs¢ afery h;I(ig dg aNtdhW ta¢sa: ndafinl k iltL (oprright u� 2Q16 A•I Reaf Dosses- A¢thooyL Tombo lll,I'i. Fort Pierce, F1 34946 Reptedud7en olthis dommeel, in anyhrm, is pioMited Ohm the mine pe[missian hem A -I Roatbosses-AcihonyUmbo III, P.E. 1p Job Job Truss Truss Type Oty FL07 Floor 1 [ly1 LbA0186084 Reference (optional) Al KOOT I rUSSes, rort rleroe, rr. a4U—, UGJRJI I�WG III U—I—I I I Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:32 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-t8ALSv_nvU Ke?kdyz6GYc6vtjEbN?URWrSEZWzy9Rsj 0-7-3 1-6-11 2-6-0 0-8-9 I 2-0-0 1i0-8-12� 2-6-6 iI— I 6x6 MT20TZ= 3x4 MT20TZ= 1.5x4 MT20TZI I 3x4 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= 1.5x4 MT20TZI I 1.5x4 MT20TZI I 913-a 1n 8 Dead Load Defl. = 118 in 3x4 MT20TZ= 3x4 MT20TZ= 6x6 MT20T2= 20 19 18 17 16 15 14 13 44 MT20TZ= 1.5x4 MT20TZ11 3x4 MT20TZ= 3x6 MT20TZ= 44 MT20TZ= 3x6 MT20TZ= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.76 Vert(LL) -0.17 15-16 >999 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) -0.27 15-16 >674 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.04 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 83 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B M 30(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 823/0-2-9 (min. 0-1-8) 12 = 827/0-3-0 (min. 0-1-8) Max Grav 1 = 823(LC 1) 12 = 827(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except - when shown. TOP CHORD 2-3=-1118/0, 3-4=-1127/0, 4-5=-1940/0, 5-6=-1940/0, 6-7=-2206/0, 7-8=-220610, 8-9=-1834/0, 9-1 0=1 834/0, 10-11 =-823/0, 11-12=-825/0 BOT CHORD 18-19=011127, 17-18=0/2206, 16-17=0/2206, 15-16=0/2239, 14-15=01823 WEBS 4-19=-873/0, 2-19=0/1450,10-14=-724/0, 12-14=0/1 114, 4-18=0/918, 6-1 8=-754/0, 10-1 5=011 142, 9-15=-271/0, 8-15=46210, 8-16=-253/287 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 shall not exceed 0.500in. LOAD CASE(S) Standard Hniry-F4x @mgllrre ay Gu'1•I IOgi i14YS8rvlfEi pifl3At I24S 6 [:1%eltl^9S (JSiOY� tVt778(1Itl08:[06YEn' 6rc hre(&rip pmec:hn ud rcrsx!er nIN, lrasCesise Prtrur�D:;,m1a, segwr I. tuk N, P!.IAenz SleCle(ue rv. LJrssa'exalse srtlel m�@e (Card( witr-mrP,Iok'sdlot@rimut,W:e.As. imskrI;iIhwa[s,SIG01 Irsw:r`-.R@e:slnmpTr gmtm o�mimIf6Lpf<tvinrlermKriy,y(�@@gkrtt resgsd@e myirim:ae}m�n@eloonq.urnml. tk kap s;uo}txiteluy nr4Lrc uimu� Anthony T. Tombo III, P.E. Ixd n:dl'ssimsfn m}atiNsyis@e mpnitl�dlsrtOmn,@aU.rer's o8mirde3ld r,@a ta7fq C-:pe,u4eudeddMm@rlttarRrlmlbrlfigrd nlRtL Tk eOmddfrrlUOnd rt(fi:ldrerdtlrims, udsylndey rlrtgp'uslrP.rnwaa knse stdlk@erer}nsutliryd =80083 ' @esrafmi6:dgwerdGYarAn. lOrdesssf rdnlLToona@e}ofirecnapild'enAtSrlsillay ucpseed sa4kldsrarlbn;r(fl)}d6:kalrlHnO SGA er,aenua(uryxsdpmwa. TP4l eefinrs@rregnu3il@n niteMcdll:Ln;o:s:Ren,1R:s Orap tnr*.rtanalmr V.ushdna,odm. 44515t. Lucie Blvd. e@ennr Maadrrr(ranaTrpcdgn@viE eyrypmer indrr4lbtrn DeDp Egbn, Is EST&Gulgaelpu,rrTlessSSmaErytrxzt drn,H:l(hy. 111aTudcr9lxx;mrsEdhdxilTT. Fort Pierce, FL 34946 (oprdShi 02016 A4 Rocifmss:s- Anthony T. Tamha III, P.E. Repioductian of ibis dnsumem,in anyform, is Plabibiled withounhe minen permission from A -I Roafbussas-Anihany T.Tambo III, P.E. Job Truss Truss Type city Ply y 70194 FL08 Floor 1 1 A0186085 Job Reference (optional) n i rcuur r susses, rori Pierce, FL 34946, aeslgnrda Irruss.com stun: IJAZu s Nov 12 ZU1 / Print: B.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:33 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-LKkjfE—QgoSVduC9Xgnn9KS21 etSkyzf46-72Qy9Rsi 0-5-0 1 4-81 1 2-6-0 1-11-8 i 1 2-1-1 , 2-6-0 Q- - Dead Load Defl. = 1/16 in 6x6 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= 1.5x4 M 20TZI I 3x4 MT20TZ-- 1.5x4 MT20TZI I 3x4 MT20TZ= 6x6 MT20TZ= 1 2 3 4 5 I 6 7 8 9 10 0 o � �s 17 16 15 I 14 13 12 11 4x4 MT20TZ= 3x4 MT20TZ= 1.5x4 MT20TZI I 3x6 MT20TZ= 3x4 MT20TZ= 0-7-12 0-5-012-10-1 1 _1 0-5-0I 12-2-5 -3 0-2-12 Plate Offsets (X Y)— [4.0-1-5 Edge] [6.0-1-8 Edge] [8-0-1-8 Edge] [10.0-1-3 Edge] 112.0-1-8 Edge] [15.0-1-8 Edge] [16.0-1-8 Edge] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) '-0.17 13-14 >926 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.24 13-14 >648 240 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.03 10 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrix-S Weight: 69 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 1 = 702/0-2-9 (min. 0-1-8) 10 = 706/0-3-0 (min. 0-1-8) Max Grav 1 = 702(LC 1) 10 = 706(LC 1) FORCES. (lb) " Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-847/0, 3-4=-855/0, 4-5=-1595/0, 5-6=-1595/0, 6-7=-1478/0, 7-8=-1478/0, 8-9=-694/0, 9-10=-696/0 BOT CHORD 15-16=0/855,14-15=0/1595,13-14=0/1595, 12-13=0/694 WEBS 4-16=-767/0, 2-16=0/1159, 8-12=-606/0, 10-12=0/940,8-13=0/885,4-15=0/840, 7-13=-313/0, 5-15=-307/0, 6-13=-376/63 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 shall not exceed 0.500in. e�ey-Fl.vem¢pede.r>e•sI 1111u91sFtn21341I'Ms;lswnrmtamep-wrr?e um-mm;uisrin. Inn ui.y,ma. ,ggwmemarr.rimtola,rf.l:mssknlefvewG:lisse.Tnwarm.a,imnlf WTekannufldes s4eilkrul hr keiGCpl<reoL Aseims0uta hidnd{it, �e:uq Griu=d, lie; wWT6 rp-di wapPaudtaeptde:ueulnflonriymyatJ'V.ryiaelilnyotimeue{4Tme hpined a &IDOuif,ain IM. theienpO—rms, Iwmi mtrius, aiw" Anthony ' T. Tombo III, P.E. ntr,.dhsTnssWrmhilmyistleutinih;hpdtlsOmu,6e0.uiioM'uedeyeende4itloiD:ge,fi4esededSrtieRLAeittntrorlmlb.l6gie/veeliilI.Raeppe"IdlIeIDDMeryfiddnuefleL•ess;'mddleiknTgineie,nNreoeuAknysShcledeuni5ddpd 80083 nerrifmrP:sigu6d heaiaa. IDtdesfded'oq±IDC eelq�pucs[nnl rxiefieueleklydiei hepaitSakhlfei—'sAOAhISPJrdG1l11rTMniSrLl ¢enitete:el:erSYdfei4Tl IrFI[ 9eeSde ntinfiblTJn PJQ�eid&SISHiIL]!�'R,Tiele Desiissy',meert"n umnm,u; nhss 4451 St. Lucie Blvd. McMseieRsdXe;ahndeiredgnh nmur h mipimesinched. lie 6usows hihni Is 1014, 6a flhik;1j. Ins; Silo¢ hiWn eery 1,314 a upddned Inxs in u dmudhirbl (opyriolf 0 2016 Ad Baalimssas-Ambooyi.ianbo 111, P.L 2opeoduesian alrbisdommaat, in any foam, is piohihead wishoutiba ldittenpemission from A -I AoolTmsses-Anthony L Tamho ill, F.F. Fort Pierce, FL 34946 ki Job Truss Truss Type Qty PIY A0186086 70194 FL09 Floor 1 1 Job Reference (optional) Al rcooT d russes, ron vierce, rL a4tavo, aesfgn�Wa rss u.s.sn5sn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:33 2017 Page 1 I D:55C9lYYcgm PV bvvH4 eZS2dyCOxY-LKkjfE_QgoSVduC9Xq nn9KS6vezik? Mf46_72Qy9 Rsi 1-3-15 1-4-8 1-0-3 1-6-3 2-6-0 (3-8 r� r 1.5x4 MT20TZI I 6x6 MT20TZr 3x6 MT20TZ= 1.5x4 MT20TZII 1 2 3 4 5 6 3x4 MT20TZ= 3x4 MT20TZr 6x6 MT20TZ= 7 8 9 15 14 13 12 11 10 3x4 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= 3x4 MT20TZ= 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 0.48 Vert(LL) -0.06 11-12 >999 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.08 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 53 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 1 = 8611-3-7 (min.0-1-8) 9 = 462/0-3-0 (min.0-1-8) 2 = 628/0-3-8 (min. 0-1-8) Max Uplift 1 = -5(LC 7) Max Grav 1 = 102(LC 3) 9 = 463(LC 4) 2 = 628(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=384/0, 3-4=-438/0, 4-5=-690/0, 5-6=-690/0, 6-7=-690/0, 7-8=-455/0, 8-9=-456/0 BOT CHORD 13-14=0/437, 12-13=0/690, 11-12=0/455 WEBS 4-14=-407/0, 3-14=0/592, 7-11=-372/0, 9-11=0/616, 7-12=0/286, 4-13=0/442 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1. 4) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard 6rssg•flesn ss lsesa t1v 4rt riUR»rSEt!•Tg EtbEtt€iEA41!rDl:irrtt!!EllEP{'!D![Cf.':iiD 2EYiMI'Mo.Ferlpfes3elmse'fisciseseaf»ai�s,rtxs C;Slpa rmgiIDP,vd�Smavri.!eciaGrti.rrtenw Slrr!lttan rse. woseRLaht LIM at! 30,wl ui!slsawes4t pknsssi6rn'dhst'at lDAbnn4J. NtT+fs:es�SCqueeyi.MSpr 1p ieru`y.t ar uearl�natsr taxteltnsdUra•ehs::syslr�,6 etbpK.pws',iiry Nr6rtrJg:dheu;;ififn5c^,pued:oUtiSDvih,vatfeltS7. iMrGsin nsPxpr�ylrs£p:rlGvvs,s*lalia! Anthony T. Tombo Iff P.E. ednrd975 Tnnfp u!S;Dl'Liu reµzsiiin!a'tzD5..xi nrzl isBisp.Mg"iirwa. d6et{sWh exauu<.i43pst � 6�Q83 ' Nld4s9irrpas: Ham. Mwsh4451 St. Lucie Blvd. ifStbiNdilntdips(w:M ytti ryraWeft�ErrDpaYuasd!ed. lrl:r5s lrsipF¢lmryi NOfork-eelgrsig5;;,�rres5ltst:O uSieMeimt hsF.tnr, 17kiiln,itdfur�;m of lt`v�.dR lfl-!. Fort Pierce, FL 34946 CopyriglliL'3DI6klRaaSidnsses-Aaibenyl.lembolll,P.E. Reprndutrianadibis dotnmenLincoy rarm,isprobibfledriihautthe wtittenptrmissieaisamk-lReaiUusses-Anlbaayl,lambnlll,P.E Job Truss Truss Type Qty ply 70194 FL10 Floor 7 1 A0186087 Job Reference o tional 0-3-8 1-4-8 3x4 MT20TZ= 6x6 MT20TZ= 3x4 MT20TZ= 1 2 3 12 11 3x4 MT20TZ= 4-10-4 2-6-0 • •• •�� •�� —boas, 1116. vvuu UUG I U6:9u:JJ Lul / rage i ID:55C91YYcgmPVbvvH4eZS2dyCOxY-LKkjfE_QgoSVduC9Xgnn9KS2Qex1 k_Tf46_72Qy9Rsi 2-54 , 2-3-10 115x4 MT20TZI I 1.5x4 MT20TZI I 4 5 10 9 MT20TZ= 3x4 MT20TZ= 5-10-4 6-10-4 7-3-10 3x4 MT20TZ= 6 Dead Load Defl. = 1/8 in 1.5x4 MT20TZI1 7 8 3x4 MT20T2= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.17 8-9 >803 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.28 8-9 >493 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014rFP12007 Matrix-S Weight: 59 lb FT = 0%F, 0 % E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 1 = 624/0-3-0 (min. 0-1-8) 8 = 624/Mechanical Max Grav 1 = 624(LC 1) 8 = 624(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-605/0, 2-3=-602/0, 3-4=-1263/0, 4-5=-1263/0, 5-6=-1263/0 BOT CHORD - 10-11 =0/602, 9-1 0=0/1 263, 8-9=0/876 WEBS ` 3-11=-526/0, 1-11=0/816, 3-10=01757, 4-10=-308/0, 6-8=-1013/0, 6-9=0/532 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 or 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ki':t4utavSnpYsts:gDkn'daa dt lDP&k>t&3l arr•s.rya t4%jetiap5paeeryhsep�ery7bDrtaessu; enxxplwta�thFafis�ud. ,ternfap,t:pey4tikfkbrttr, s tktisty�elssss srylat4:sAerJDts. .atdlfl L"steNspssuspns�.fz rycut sss>Migr Anthony T. Tombo II:, P.E. trdtsa s'.ttisin shtn.@tu!�.rrpasiil3natltDms bxCaeNs aaudyutasiaBa CxgSen,.,h5etm.na�lf,iepacridslndsysh=setemd siSd. tugpasddtlsi;DetatShcxedls.m4:us€:epS;eysb�eastaiduaesdkasgs6aliktksnptea9i:3td e#60083 ' �a ta`tugP:e'yaCalosANSt lDuts selutmReCDaltaprsnasafpdfslnstBZEm(at;assr�sia'p tfataakted4Shistihs>,ttr}":Nel4KnmsekrstttDtaywsNridua.R€ir.'ces2sts:pasu&is at t4ssddsi:asPssa4Rrs Prs;TAEaysaerat;rtsskadect�,x aWs samain+heads;t(e�tQ�tdgtEbeuYp7hsRpaltsasclai leLsss JssipEgiettris pD 4et�aq meat; t¢iassk spas � 44.1 St. Lucie Blvd. ! ..qma sfasplztuD. !D¢pil�asi�esat rs tifre[a1t4l. tapyriglt 701dA-IAadTrasses-AnPoDsyl.lamhalll,P.E.t!pm�urtianefshisdatnmeat�inany [am isprah36ittds+isbeulThe WireapermissieahamUlodlassts-Amboy].iashalll,P.L Fart Pierce, FL34946 7 Job Truss Truss Type Qty Ply A0186088 70194 FL11 Floor 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: BA20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:34 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-pXl5ta?2R5aME2nL5X11 iX_GLI R9TUJoJmjgasy9Rsh 3x4 I T20TZ= 2-6-0 1.5x4 MT20TZI I 1 2 4 1.5x4 MT20TZI I 3 3x4 MT20TZ= 2-9-0 2-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) 0.00 4 "" 360 MT20TZ 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-P Weight: 15 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP-B No.2(flat) BOT CHORD 2x4 SP-B No.2(flat) WEBS 2x4 SP-B No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 144/Mechanical 3 = 144/Mechanical Max Grav 4 = 144(LC 1) 3 = 144(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. LOAD CASE(S) Standard .. Xas�Fknr;tlrseirtRa'!•lrC1tiSs>rSfllsl'gtasltllWS6t6b:ifpR[P.iiR{':3!a'I.t:SN75'.l9Ev.'41'Ma tnt;4sc£s;ssseY�smtsed ufrsalks i�snC:Jp:r+iyilM;sxl5s7tNcni.lsaolg,ti.U.'rautSlretkhn sat. GCns lasstat st,:edu9a'[t,nh, uid:r M;r� t tanata�ero-presr tdi t:at n:a i,E prew iay l «ar �nnr ^es i nwri�"un zaa }rase atrehna i 4anrugngas�ie «6 in p6 sn�tirn,e p� a anerSDa :ue lai. ivasyan4�pnm;.i>yxru Anthony T. Tombo It:, P.E. adnta'®n fnsst�mr-'.tagurrresisrtr@tls7.ees,6s Ccesh ofxaitdr;exlndeEeBy 3u�pn.uGxawslt4aAf,`kBrWtn lzd M`t'nia�aud7Hl. Tsegpnddl6st2gai ulueHsedlt:ns4usaiiyS:n7ur.mige,+9ePanaLlrocs6d:S 6mmsmd:tra 80083 ' 1th WSCaag�rnditehscSr. SiwrssneHwtlrii6ae6strs0';n sefgnls'unx!dtewltryfw;artsdr's l{ssaai citsrp}Sis tfttlnlsW as seMtrstdfrtrsvreS}idaat. ftl?irnn4snsFnstuRasnt3;�n IkLzssCssy�ay rrenPtig [eg'�n stimsX.adNnsrelns 44515t. Lucie Blvd. .A.isrnatdi;tt mltpndnett al.dpmrsidrtoti:nsingayrerrnpaitsr�agnEp,nionsrsnlisarudareu:aq.zr� netn..smar tauu. Fort Pierce, FL34946 Copyrigb102016 A-1 iaansossts-Ant6etyl,ltmba 111, P.E, iepradudianailhis domment. in any rase, ispmhibitrd.0haal she wriito permission bomA-1 iaatUntses-AolhenylJambaIll; P.E. Job Truss Truss Tye Qty ply 70194 FL13 Floor 10 1 A0186089 ni o..s T.......,... o.._. o:..___ of 1-11�_ :__.�._.._.__ ____ . ... .....". .. ._ __._ _ Job Reference (optional) ---- . —,....- — -- — — . I rv..1.1 ilu L—b, 11— VVUU Uuu ja U8:9U;a,+ du I rage s ID:55C91YYcgmPVbvvH4eZS2dyCOxY-pXl5ta?2R5aME2nL5X11 iX_Fhi IwTPvoJmjgasy9Rsh 0-3-8 1-4-81 2-1-8 I 1-9-0 2-2-8 2-6-0 Dead Load Defl. = 1/8 in 5x5 = 3x4 = 1.5x4 11 1.5x4 11 3x4 = 1.5x4 11 1 2 3 3x4 = 4 5 6 7 12 11 3x4 = 10 9 3x4 = 3x4 = 8 3x4 = U-3-8 3-7-8 1 01118 0-10-8 0-10-8 0=1s--8 4-10-0 Plate Offsets (X Y)— [1:0-0-1 Edge] [3.0-1-8 Edge] [9:0-1-8 Edge] [10:0-1-8 Edge] [11:0-1-8 Edge] 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 0.60 Vert(LL) -0.12 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.23 8-9 >535 240 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 8 n/a n/a BCDL. 5.0 Code FBC2014ITP12007 Matrix-S Weight: 55 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) 1 = 572/0-3-0 (min. 0-1-8) 8 = 572/Mechanical +_ Max Grav 1 = 572(LC 1) 8 = 572(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-540/0, 2-3=-537/0, 3-4=-1064/0, 4-5=-1064/0, 5-6=-1064/0 BOTCHORD 10-11=0/537, 9-10=0/1064, 8-9=0/834 WEBS 3-11=-472/0, 1-11=0/727, 4-10=-278/0, 3-10=0/625, 6-8=-947/0, 6-9=0/370 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Razc!•fleneassas^Jrnmesk'Fr IlrTlUSk'si 5ftiiflCifA4 Rpps ttU%".i:.Wc5 tE:lt`k{':6!E['�,�itK9ii„7Gtsv.Kl'him, in3pkrp pnsssatsee£eds:nks'nxs Cssyx:tacur(IOr adtks 2t{Sss,.l.9ewiglfl,ttkksmSkNEe(aene. tlnessairrstue sseripRv'GG,nIy 4i Aca�almyl r�shcksseituh<IYPd§e+dd l;eraa:estP sa paewesa sere ICPrrmux�nxupiererethxd+s �wlegianiE;rerress3i4y£+hrtastgadhesia¢sLasswpaeisaHe134adp.ntes lit 1, ikkupeassssp�ce.E snc�ns,urN;!! Anthony T. Tombo Ill, P.E.sine;dnbirmtesm,.r�t!•<�n+un;Pxsacu.xtk9anehaO.sNses rdredndcia.Far3nir .mt�v asdtU!Et, a currelxdam yW-MOR Tiryprdd�t:ual cartiaNavd suvsyss €ay3aiiag stvrepe, ae�hecersimieCsers 80083 ' ?e taicisrCestMkegcahs. k7arxs s9nfwfitCOsihsrsatrsesmSgamtfieEa',}(eaSd+rF�'uxcfin<4(SPpAIisE7".r3uiS&'lsstsehrca±lfagrasl;•"sSaa,t1E#?rtssS.snsrse,i)<:aasuii.ics x'.det;assQesbasy rrsss 0esn rspcsv4',sass 6',�4xtau,ukss ehRisrkr+Idlpe(r stfstrelsµe,het,rtrlErcPratiesatthe4'FslassDesipEi elsb Kul hwil aigwlvrls$lnf,aEoe dmi.l(O;,L rw ti..:,.M ie4i*nl"4. 44515t. Lude6lvd. • � Fart Pierce, FL 34946 Lopyrig4t�'f016A-1tool Desscs-Amt.nyT.inmbnin,P.E, iepredudioncithisdummearJinanyfrm>ispsa9ffiiErE+rit6autlAawrirmpesminieafihmA-rfaaiirottns-Asnhesyl.iasCailt,p.E 0 Job Truss Truss Type Qty Ply A0186090 70194 FL14 Floor 1 1 Job Reference (optional) Al moor I russes, tort Fierce, t-L 34ff4b, aeSigntgaitnass.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:34 2017 Page 1 I D:55C91YYcgmPVbwH4eZS2dyCOxY-pXl5ta?2R5aME2nL5X11 iX_Gw1 KITP4oJmjgasy9Rsh 0-3-7 r 1-4-7 2-1-8 1-9-0 1 1-10-10 I 2-6-0 Dead Load Dell. = 1116 in 5x6 = 3x3 = 1.5x4 11 1.5x4 11 3x3 = 1.5x4 11 1 2 3 3x3 = 4 5 6 7 12 11 10 9 3x3 = 8 3x3 = 3x3 = 3x3 = 4-10-15 . 5-9-7 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.53 BC 0.50 WB 0.34 Matrix-S DEFL. in (loc) I/defl L/d Vert(LL) -0.09 8-9 >999 360 Vert(TL) -0.18 8-9 >679 240 Horz(TL) 0.02 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 54 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard 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) 1 = 554/0-2-15 (min. 0-1-8) 8 = 554/Mechanical Max Grav 1 = 554(LC 1) 8 = 554(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-522/0, 2-3=-519/0, 34=-997/0, 4-5=-997/0, 5-6=-997/0 BOT CHORD ' 10-11=0/519, 9-10=0/997, 8-9=Of799 WEBS 3-11=-453/0, 1-11=0f705, 4-10=-262/0, 3-10=0/571, 6-8=-907/0, 6-9=0/350 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. rips+p•w!!flhl�. aril. a!'at a ,: nusu`.lt�..+ttkn6t i(rl{T((gMta}tE'!lf w...,niM�.:gt�r♦T'nrp, treat alxrsrpl�la�:palpsw� W r�l Tnn [lEij9riStRr(I�t� Gl�} iFii44!T. i1t94�1�r:.ttttlli[i tQttlt!(pn lSE ��3lii lfdlY=S!!k'tl q�l laarRfj %�J':!r!ltFNtNrL:lSfl:'. afsf3tfp fallgt itNphl. tliT:liS iii�jitt¢UMt•4rtl ^I pi�eNj..11ptflk!}TaQIiM!!!$ll9SpjlLKl%R!&dfi SkdlCjM1rttUrttfp3l1'.�tCltp ill tt5laid(X SIvr13Tt351 i1rAEtl Ja ilT�glLh,wrelru. irlerfrs!!! n>at,l y;rsrixs, �altra< Anthony T. Tombo 111, P.E. ldmdWsinnlpurf�qltdtre:pp�a.alGglar,nsc.wiu5pueilpedptlea_fag3a+N,nr�em i4.x(,slL'a!&In�dtN.itrcynisa9inl.lugpsrddtleTAaterygeu adgs'snsl.i[it9a4dmyaemn,n9leawsdl�ertillCker»rlspp<.iir.d # 80083 ' 3atp`Wr:lF�r!lHtpdrar.tgssdatl4Mi]gaff!lr;<lues¢tgsM'.relsPPalD�Ilp�Gspasa;Spa'tMas7ueaG,µkhsr�hflerlSHSplu6ux.�dtrtplsnlanllatTAEiIh!ls3lrlqs;i#.dsrnt}ResdRetnnglu�+STns!Qecxxfs�llrest's�rslaxtartns,�!!,! 4451 St. Lude Blvd. n,�infrnetos razyetpnnrcnaat}earpnlfpshra tarnsonlrb;kmi:Not teW14:hA4*vda,wxilr.Fort Pierce, FL34946 topyrigal!'�'181dA-IRonlhnsses-Anlheeyl.lombelll,P.E. tnprodurtineoithisdommcm.incoy Grm,isprobibitsd.ohaallM1ewri"mptrmissi0dromA-ItontUotses-Anlhenp1.Iomb III;P,E Job Truss Truss Type Qty Ply 70194 FL15 Floor 1 1 A0186091 Job Reference o tional 0-3-6 1-0-6 Hi i 5x6 = 3x3 = 1 2 3 4 3x3 = 13 12 3x4 = Run: t7.1ZU S Nov 12 ZU1 / vnnt: 6.12U s Nov 12 2U17 M!Tek Industries, Inc. Wed Dec 13 08:40:35 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-IjsT4wOgCPiDsCMXeFpGEIXU7RhyCrYyXQTD7ly9Rsg 1-9-0 1 1 1-4-1 2-6-0 1.5x4 11 1.5x4 11 3x3 = 1.5x4 11 5 6 7 8 11 10 3x3 = 3x3 = 4-10-14 5-9-6 -10r14 0-10 8 0-10 5 -8 0-1-8 9 3x3 = 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 0.37 Vert(LL) -0.06 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.10 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 52 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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 537/0-2-14 (min. 0-1-8) 9 = 540/Mechanical '- Max Grav 1 = 537(LC 1) 9 = 540(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD ' 2-3=-593/0, 3-4=-596/0, 4-5=-947/0, 5-6=-947/0, 6-7=-947/0 BOTCHORD 11-12=0/596, 10-11=0/947, 9-10=0/777 WEBS 4-12=-514/0, 2-12=0/809, 4-11=01453, 7-9=-881/0, 7-10=0/353 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 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 - 5 •F4m� �' mk+itlr'4l739r1t0f93 SEIfrJ' NfBSE'fLM:6 (L31 .% u r e='i rnyh ( p N%�ith7g C?!{i9!EI�I:{SA7FJf FArhm, ntj ksattmsztsssainslesfsswtis imtCripEmnrilCP,W;4s kfio-x!1:'s »0,t£UfnnpSlrnEr7mw.t�ess s'ns;p stMpSerC4ph YIi1E!tpR'3W tYYfs ilGEtnHfifitlC@birp .r11 rm1iti4s rstAlp yet.!ttCSR(ry�ntfiy315tRp4ij7QQff#eStC:pkUt4AldMnFfrl!:pa�ap�spa;rus esm ruadpolsesicgt,7n, e�Uespo,tiDntr: pen ma. iah•,rpsmatrxc,t acev�+;-M-n Anthony T.Tombo III, P.E. ad.u�dk fnphrur #i p+lsrfsntlrurx'ISsOreey ' 's�:8txtpa`:leuUr�i9reislpsSflr�(pr`ksAitftfn. low, Er sC marsipotlr!.rfCv. ts:sntashavdy6eNNWIC)vpte ' ybhsssmiOsUf,le lCWfSi4¢dlsi&ycsLmii&lS. rretpesd,dWl`.Cslp.r5eli ,td .t:irt,aliiurS;ems}m�rge:s<p.E�w;si}hcaps6sGln Mr�yteisiS,C,rxr #600d3 4451 St, Ltl8rBlvd, f r3 si t ssgr PpxLtl5t 2stmYq CsstEax,r. TmsFpsp9&Sieendmda:eixr, l: egila"uar;s!cfmptfsedhltFl. � to i EI�i01iiA-IRnoTTsesses-AnMee 1.lom6a111,F.F, i, mduUinnei76isdosumeptiaae f•I�s,is ro6i6BeAti.e9oeUhapritten asmissinnhomA-tpeolimaes•AmbcR l,lom]!nIII;P.E Fort Pierce, FL 34946 P1T 4 Y P Y- P P Y Job Truss Truss Type Qty Ply A0186092 70194 FL16 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:35 2017 Page 1 I D:55C91YYcgm PVbvvH4eZS2dyCOxY-IjsT4wOg CPiDsCMXeFpGEIXTn Rh?CsuyXQTD71y9Rsg 0-M 1-4-6 „ 2-1-8 I 1-9-0 0-9-9� 2-6-0 5x6 = 3x3 = 1.5x4 11 1.5x4 11 1.5x4 I I 1 2 3 4 3x3 = 5 6 73x4 = 8 13 12 11 10 9 3x3 = 3x3 = 3x3 = 3x3 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0,39 TCDL 10.0 Lumber DOL 1.00 BC 0.40 BCLL 0.0 Rep Stress Incr YES WB 0.36 BCDL 5.0 Code FBC2014lfP12007 Matrix-S 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) 1 = 507/0-2-14 (min. 0-1-8) 9 = 510/Mechanical Max Grav 1 = 507(LC 1) 9 = 510(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/0, 3-4=-563/0, 4-5=-840/0, 5-6=-840/0, 6-7=-840/0 BOTCHORD 11-12=0/563,10-11=0/840,9-10=0/739 WEBS 4-12=-479/0, 2-12=01764, 4-11=0/374, 7-9=-836/0, 7-10=0/352 - 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) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 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 5-9-6 DEFL. in (loc) I/defl L/d Vert(LL)-0.0611-12 >999 360 Vert(TL) -0.07 11-12 >999 240 Horz(TL) -0.01 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 50 lb FT = O%aF, O%E .. 6asq •flme�rr.,�`h, mua tse'4t rYkn6Ss6i S4Uay EsrasErfe4:t NYili}7Rl€iiE�;Ysi!ti'IS:tr8R�6Y:A7'f:,a. We; hYZt ganeT.smineted:;a3 tas;nss C'3dwCTr+agjltR;pt�Ss Snhgi.LapO,rileh•eenSteelFfinne 6fvu t'mr,3e d�ia;le i40. aft sh:'Otcav3a qt es ssr'Nadtakr r6PahaEs. ?seF+errs;,: a+(e,srraar .�;ae u�o,=tires nsaa:a srm>iedn!kdes: erd!a a�!�;ryasanas here eac«ss�!irnsralesfmuerro�tq, aarnu. s.as ens ew,!e nsw s,smsr Anthony T. Tombo 1I1, P.E. adesedbM(nssM or; 6sltsfarr,Ias�iierd&s9ven,dlC.rns¢ataaadvgedadet :.r 3avpn,urxsaimRU.�lt,k&:tziwhrdlnmq;e!•al ifll. ISeyprwdddrt titery'atared3r:ass,sriiaglzdsr.axge,s!hCaamdlrceq s6cE4hneysiii:h$ #80083 ' 6ele.na;eeupr.astauuv. 4451St. Lucie Blvd. oAr.iserrodHerursspafgnhaort,cngaan wtrrs srrnssrpterxxupa!der ihysys,«rnssigshnresnmders s .usearmzsmrsaadgrnt. Fort Pierce, FL 34946 topyrigbi02016A-]lootlnws-Antbuyl.lombo111,P.E itpradinionai!6isdeEnt .in any farm, ispmbiyded-Abaviibewrit!eapermissioahaa,A-Itooilrasses-Aotbeerl,lombolkl?L Job Truss Truss Tye Qty ply ' 70194 FL17 Floor 1 1 A0186093 A! Roof Tresses Fort o;o.,.e =1 ' AOAC .,.,..:....r",_,....__ Jab Reference (optional) --• • • _----. • -• • • •�• , • - �,� �, y, we u ���• a, I. Q. t <u b IwV 14 <u 11 Prins: a. a Zu s rvov Jd.4ul r not r eK industries, Inc. Wed Dec 13 08:40:36 2017 Page 1 ID:55C91YYcgmPVbvvH4e2S2dyCOxY-mvQslG l lzjg4UMxkCyKVny4dDr0AxJU5m4Cnfly9Rsf 0-3-6 14-6 II 2-1-8 I 1-91-9 0 p^ 2-6-1 5x6 = 3x3 = 1.5x4 11 1.5x4 II 1.5x4 11 1 2 3 4 3x3 = 5 6 7 3x3 = 8 1 I 19 W5 I 1 i I 13 12 11 10 9 3x3 = -. 3x3 = 3x3 = 3x3 = g-3 3-10-14 0r6 10184 5-9-� 5-Or14 8-9-6 3 -7-8 0r18410-0-1080-183-f 2-10-8 Plate Offsets (X,Y)— (2:0-0-1,Edgej 1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.06 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.41 Vert(TL) -0.08 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 48 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 47710-2-14 (min.0-1-8) 9 = 480/Mechanical Max Grav 1 = 477(LC 1) 9 = 480(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=526/0, 34=-529/0, 4-5=737/0, 5-6=737/0, 6-7=-732/0 BOT CHORD 11-12=0/529, 10-11=0/737, 9-10=0/707 WEBS 4-12=-445/0, 2-12=0/718, 6-10=-454/134, 4-11=0/303, 7-9=-799/0, 7-1 0=-1 16/537 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 .. .. der_q.flenaars;tlrenira6t'41(SOr11UA>'r�SEllri'}EFMii(tTEWECUk:CitrR(tflfid{'e9!Ep'JF.'IRD.E7Wd:XI'hin.In:t(htgtAaiose;esedueetsirsneetTrtts ?ti`dtomaJm tssl.bend(wfielDFhUnDi7Phut;r:q+Fgnen{.�..STa«D(d�cra;.±a DenpttaehrilD[jndENEttlenl.'eaiaN,tEUfnetuflegpehte nGrsca32tnitt �cednha n11 itineglDPnsreixstn>;ud eapesdes:zsdxpmrhd:eamiiEyEoex(esipd6rsdrhLnsdry'sTedntirtDDttld,ennuta.:nos+dre,s -. adntith(nstMml uatecrusiktr.�tla�rtt,W.DnefsmdaudgMnMWCdDity+e,bhnt[atfek4(,itMai prs,,rssasdenssr;szta-,q tylndlrq:eGWiit(.Tagpnddtlel;)afrg5edda,wile;mt.mnn}5,�q,ctege,i9eFmnadU«�ileDleHrryu<.ni:: z' �g,onyT.TomboIli,P.E. ' fe UrdgDeApr rd(rrau9r E9msseterlhlRet Wharnd ntetdatiwsf6eWlkgU Sd �a€am;Y[trldxEhsr�ryFnniSd;tmtehantdladeaeaEgnd�e,1'til#an4tngsei�attndk2sdhaimsDrL�tq fesn Pec(e [q'oext et;,enk ,n,nEns 3Tornb a3xre�:rhrpd'Prote r�udgnha:ti>it,errennaesNet *teteq:7es t6petsunOl erlaI gmgae,eeG nlryha Eedttudarled aE ;,a�m�utdnc: ins r. deradAltsE. pgSt St. Lucie Blvd. Blvd. 1t.Pierce, Copyright Q2016A-lWiliams-Anlhaorl.lombolll,P,E ieptodaUioaof[his datemtatdnoaylum,isptabibited.ithavi the nrinenpermissiaeftemA-IRoolTresses-AaE6cerl.Iambo11LP.E Fort FL Job Truss Truss Type Qty Ply A0186094 70194 FL18 Floor 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:36 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-mvQslG I Izjg4UMxkCyKVny4d7rxPxHC5m4Cnfly9Rsf 0-3-8 1-4-8�„ 2-6-0 1-7-12 2-0-0 1-7-12 2-6-0 3x4 = 5x6 = 3x3 = 1 2 3 3x4 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x3 = 5x6 = 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 3x4 = 3x6 = 1.5x4 11 1.5x4 II 3x6 = 3x4 = fiG501 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.11 13-14 >999 360 TCDL 10.0 Lumber DO L 1.00 BC 0.71 Vert(TL) -0.15 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) -0.03 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 759/0-3-0 (min. 0-1-8) 10 = 759/0-2-12 (min.0-1-8) Max Grav 1 = 759(LC 1) 10 = 759(LC 1) , FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except . when shown. TOP CHORD 1-2=-757/0, 2-3=-755/0, 34= 1608/0, 4-5=-1608/0, 5-6=-1876/0, 6-7=-1608/0, 7-8=-1608/0, 8-9=-755/0, 9-10=-757/0 ' BOT CHORD 16-17=0/755, 15-16=0/1876, 14-15=0/1876, 13-14=0/1876,12-13=0/755 WEBS 3-17=-657/0, 1-17=0/1022, 8-12=-657/0, 10-1 2=0/1 023, 3-16=01963, 4-16=-266/15, 5-16=-534/0, 8-13=0/963, 7-13=-266/15, 6-13=-534/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 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 shall not exceed 0.500in. PLATES GRIP MT20 244/190 Weight: 77 lb FT = 0%F, 0%E t9csu{-Fl:vsrdme{!¢rtrser Ge 11Im truss8(R'dli; {frill r:7Ns a C1seIR2r{rJSTau{'IOTct")f00:£.[AY:Mr bra rnerGsi{r pma9w:cdndrht n!titinurnlFlrmeer(IIXt;¢dm 46wyr neh m:l.E. rdam� slert0etcera re4n a}n.hrP.ch+wA, rout{ ILlrtamKAw{Itlrs s�lksseetxle il'Cuhrd:t A:elurs0:s f<{�s{rt,.'.{eartrs6{Izeatlet"dnaa}'R,rt{mmswerr}mu AlMrrde;uuetugu:ev3r::w:ciEdurlardt lrymd0e soyhTm:fep dn&{Dgnlr,aio1r41. I4zksrpm:mrrai,la{rtrmNlre, udil0e{ Anthony T. Tombo III, P.E. utnesttlsTnss hxag dtld*s is Nemprsu:eryd5rgnw, ea Oneisealxrurlr{aenlS:6rilfm{gy:e,u4e waed Ata n4tleli(ull{ehullrtlh{uf!a/1r4{.{leer{rmlAfir{ghnl otfi:Id.udde rncS hdeCn{laeiluy slaere,nstefennni lm�rrs{dlhke us{miNiyd :180083 ntrra+Ngn�ai{e�a:ar. snrrrssenihnstoordrx{rc.�resn+p:ed�sms:r:uc,{aap�,lsa�h�derxermpm}rrle:leelrmnaswce�dreanrxy:,ediswr"e.lnl+�eaarns{wsTenniannar�{mso:>:pa,Trrsse::�rs{:�ewrretn,sd.a.n:mx;nhss 4451 St. Lucie Blvd. rtln.hs htesedlre[aeamryMquk naxe lT zl{tNesimh>A lk Tratt ee::n Fegben is igr8etu:l+�:rD,si{xyerTms.lrtea drtren ofeqlr:lrim{. ni"rash:+!ern:mesama+hmL Fort Pierce, FL 3444b (oppighr®YPI6 A -I raai6osses-Anthony E.Tanbo Ill,P.F. Reptaduttioe olthisdomment, in anyform, is prohibited wuhoutthe wtitten petnissian Gore A -I Aaaf fusses- AathanyI.Tombo III, P.E. Job Truss Truss Tyoe Qty Ply 70194 FL19 Floor 1 1 A0186095 A� Dnnf Tn C...1 DIe Cl 9AOAC .a.. ..•1 �.. Job Reference (optional) • • • • ���• • ••-�.+ , ..•• • •..• , �•. , wy•Vu uuaa.wllI�uil. u. ICU s IYUV G LU l a rlllll. O. ILU J IVUV 14 zu I a Nil I CK 1MUSmeS, Inc. Wed Dec i.3 08:40:36 LU7 / rage i ID:55C9IYYcgmPVbwH4eZS2dyCOxY-mvQsIGl lzjg4UMxkCyKVny4d1 rwrxH25m4Cnfly9Rsf 0-3-8 I 11 u l 2-6-0 1t , I _ 7 1i 2-0-0 Ol Dead Load Dell. =1116 in 3x4 = 5x6 = 3x3 = 1.5x4 11 3x3 = 3x3 = 1.5x4 If 3x4 = 1.5x4 11 1 2 3 4 5 6 7 8 9 .................... W2C; ISE! i¢ 16 15 14 13 12 11 10 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x3 = Q-31 6-2-4 7-2-4 8-2 4 14-5-0 I 0-3 5 10-12 1-0-0 1-0-0 6-2-12 Plate Offsets (X,Y)— [1:0-0-1,Edge), 13:0-1-8,Edge), r15:0-1-8,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 0.49 Vert(LL) -0.11 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(TL) -0.17 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight: 76 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) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 773/0-3-0 (min.0-1-8) 10 = 773/Mechanical Max Grav 1 = 773(LC 1) 10 = 773(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=773/0, 2-3=-771/0, 3-4=-1650/0, 4-5=-1650/0, 5-6=-1947/0, 6-7=-1868/0, 7-8=-1858/0 BOT CHORD 14-15=0/771,13-14=0/1947,12-13=0/1947, ' 11-12=011948,10-11=0/1215 WEBS 3-15=-671/0, 1-15=0/1044,3-14=0/993, 4-14=260/15, 5-14=-558/0, 8-1 0=-1 378/0, 8-11 =0/742, 6-11 =-430/132 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. .. .. tisrea; McKl ragddyK+7axtN !{ l Of ltllSfS(SEtiIJ'y M€lE?A(09uitlafS€F31C4s'•&1!O�tCSA7R;�Et1:Ri'hro. infi#sees raexuhuadrzNaW.su Rs,nssC�sl}a-at.urjlt�€;nlda:93cn1.11reoRrf W"M A'Odartns kfu 16'wn u iwh TO, all W`:Is:wa".brrtsas sh7kn•i[u #e1C@ sg s>g3.3: aHss:rshAFs€"roi-�aIu�"c sed a lrCiF4nprnxts ux;yb�l dkl>Edeuiad cgvenigrurers;del he#dytd hrsudaT nslggNaGt€9DaSt, Iatw tn+. laaa.�,nv.re>a t�nt:w;s, starrs; aadaud@ntnnln u.tstaynt»rrlxsilfmst��.ael,nae�asasmmtlteanaet.t.�tuq,a,ur ldmdde u, a�+=f>?�radl emt n:cra;nt rayxa,ddnel,aet aua�d lrnss.�,�c �nerma.m! ssce€ar a. Anthony 7. l[7. P.E. 80083 3 80(183 k tdAsrytetlgc wl favbstL, is sd.Sd6t ex€�u€E4S(`ptlrsl KFISM S::I aenhlen�hc lucdfaue. R llemesdne;pw. t'sKn ad#Fief d fwtnss rlsie, Sran @sFa Fa}neeaml Srtss)twtertne,sdns alalaiu#9aelsltCrlxnJa;*ce!s{etb+rrtytllr$retes nal!ed.Bl/mss8asigFe7ieaxi;N�l}1`'�(dagisvgm,aG ssSjshea4guadtry6ektilp R„uri�aadhlesmak`,ndptP61, 44515t. Lucie Blvd. r bpyrillit02D16A-1Seatnoises-Aelbexyl.lombo111,P.Eiaproduuion oltsisdocomiat•iocoy hv,ispmli6ited.it6oatlherriYenperiniisionfiomA-ltociitotsss-Amhnnyl.lomSoISS;P.E Fort Pierce, FL34946 11 Job Truss Truss Type Qty Ply A0186096 70194 FL21 Floor 4 1 Jab Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:37 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-E6zEVc2wkOyx5V WwmgskJAcgnFlwgj7F7kyKBBy9Rse 0-3-8 1-4-8 2-6-0 1-7-12 2-0-0 P13-12 2-6-2 Dead Load Defl. =1/8 in 3x4 = 5x5 = 3x4 = 1 2 3 3x4 = 1.5x4 11 3x4 = 1.5x4 11 3x6 FP= 1.5x4 11 4 5 6 7 8 9 3x4 = 1.5x4 11 10 11 18 17 16 15 14 13 12 4x4 = 3x6 = 1.5x4 II 3x4 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 TCDL 10.0 Lumber DOL 1.00 BC 0.69 BCLL 0.0 Rep Stress Incr YES WB 0.57 BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 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) 1 = 881/0-3-0 (min. 0-1-8) 12 = 881/Mechanical Max Grav 1 = 881(LC 1) 12 = 881(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-889/0, 2-3=-887/0, 3-4=-1949/0, 4-5=-1949/0, 5-6=-2486/0, 6-7=2499/0, 7-8=-2287/0, 8-9=-2287/0, 9-10=-2287/0 BOT CHORD 16-17=0/887, 15-16=0/2486, 14-15=0/2486, 13-14=0/2561, 12-13=011413 WEBS 3-17=-772/0, 1-17=0/1202, 6-14=293/510, 3-16=0/1198, 5-16=-834/0, 10-12=1604/0, 10-13=0/992,9-13=-252/0, 7-13=-434/0,7-14=629/337 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. DEFL. in (loc) I/deft L/d Vert(LL)-0.2213-14 >892 360 Vert(TL)-0.3213-14 >605 240 Horz(TL) 0.02 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 86 lb FT = 0%F, 0%E 6axy•flenr sra�lymirtme'4ti_DritOSisrltllrJ'yN.AOs€;fLVkS{Dk5ti"�SSIESi J4(S7!EI'jA�niR;^GuryrMo. tn�ksjs fnex+ns¢isedr:�sadi'snn DesMrreaa;ilDtlWCs 3rnes!1Gs»64rLle!rsesfstedlefentsr. C<s:dxnise sfzetnae'tge¢ vi'es:em"JxytYn sh'.krndhGr lDDpet mLi lseT..+ss:ssi,'sir.;t+mse.,;aitiry igmeet�:ase+„autlCPtmnrxsna:upmrrdlaksSux:at!cgexnrynspm3ityto hreasysd6tsudaTtnsisrAtrlwllcikOnk,nen tna.€nt<s,pasa=tacmt.lax:alawryn,w�hrn Anthony T. Tombo II:, P.E. sdnrdsLsfnnka.ssaltyazsrtgnsil[aydds 0.n0a 0.0/stzSeM1;m trshr #60083 ' ;'!tIn'.lfr; Dedsmr olksaxFsr.l9n*.et sdrMhdelDDalfaa;rxlzrs¢erukhenermeCaVglfra 5d?; hatx�i¢eiE6( fltlisklh;find Ss:s tte rehsaGretugarrlydlaa, ifl-1 draesAssnpous�sts alkiesdtDtlnssleugst.ImsD±r:�sq'anr ¢t'rs;slazsiedner,rdess 4451 St. Lude Blvd. a et.n*finf ttntMgW'eearsc;l;m;mn ,drra ihinnonipralim.,isRai of errl14"10114. Fort Pierce, FL 34946 LopyriD61ai0idA-ltaoflsaisrs-Anshanyl.lam6oIII, P.E teprobtiaofthis damment,inany F:rm,isprohihitedrA6aan ssariYenPermission ltomA-1teoffronts -Aaihanyl.Tomeolll;P.L Job Truss Truss Typ Qry Ply A0186097 70194 FL24 Floor 1 1 Job Reference o tional Al Koot I cusses, tort Pierce, I-L 3494b, design(ayValtruss.com 0-3-10 1 4-8 2.6-0 I�TI 15 14 3x4 = Kun: B.1ZU s NOV 12 ZU1 / NMI: 8AZU S NOV W ZU1 / Mt I eK Industries, Inc. wed Uec 13 08:4U:3/ ZU1 / rage 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-E6zEVc2wkOyx5V WwmgskJAckmFlJgkdF?kyKB By9Rse -i I 2-6-4 a 0-6-14 , 2-0-0 1-104 Dead Load Defl. = 1/8 in 1.5x4 II 3x4 = 1.Sx4 11 1.5x4 11 5 6 7 8 3x4 = 9 13 3x5 = 12 11 10 3x4 = 1.5x4 11 3x4 = 7,7,8 8-7-8 9-7-8 . ' 11-8-12 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 0.74 Vert(LL) -0.23 12-13 >606 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.36 12-13 >391 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) -0.04 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 62 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except* T1: 2x4 SP No.2(flat) BOT CHORD 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 cc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (lb/size) 1 = 639/0-2-10 (min. 0-1-8) 10 = 642/Mechanical Max Grav 1 = 639(LC 1) 10 = 642(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. " TOP CHORD 2-3=-735/0, 3-4-739/0, 4-5=1335/0, 5-6=-1335/0, 6-7=-1040/0, 7-8=-1016/0 BOT CHORD 13-14=0/739, 12-13=0/1285, 11-12=0/1016, 10-11=0/1016 WEBS 4-14=-656/0, 2-14=0/1001, 7-12=0/533, 4-13=0/673, 5-13=-255/0, 6-12=-726/0, 8-10=-1237/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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. -- -ftenrraawMmiraM'AI P:ra IlrSkinW y9kast?tttlS1't116iFJbud'Mo, in k' cca•Y�selled�lrsnrFs;rtn[;Ipt?r." ICG'td.Sa+l,leai6N,tihtnenu S4rnkruene. insnsae sfstiatait-0,rtl Aa;:gtWCdii7?SrE:ICd! � tF! ail t Yi:'d:rarin N>nsMNts.i{n1h10€dhn6l.i!tk+ssKs�Egaeny".t,Srycstry rgiaeuy^.e 1Wa arIn'Msrsfwxur rr W>flkl.ildlO;I"rtmef'jIgGT{Nriil&SU/I0m CIF'L/R0036REt,ttin lid. ibrksgtnw.a�.drkq ¢dt,.tts,s hSifi Anthony T. TOgIbO III, P.E. tdnedaninstlu rnumresluMeoti U?6rtx,h:C.YKtmSaLTMtgsduds Fa.dglwrw,uMsadataide.if,Le Rtuia Irdicia;niaad it4l. tiagpre"ldUsl�fluteq`:Aterxd3sT:iKYariia9itayNrgx,a!te4cnnrltreeq s4eGkrHrnptxiiid 80083 ' 3eta+Arr tr:q+n radfamxeu IA ausdW nWnAatbtrrktus�rmk..'mes#MraNy6ap%�c«Sd fdxutimrl0�Kt6sfeltt 7lnrSksmsdnmdtatraaal �ihex ihl lPars4rsryaas rsoDl esltittnssww�sr, Lacs Pzsla rr{aeuset?mss'srufsAyvu,�lns 4451 St. Lurie Blvd. s6arxLakrndelrcr �a d ;s pe a�st mimes a as rrrsns on nrnls x�t a, pII far xstyax,.Iatsslntaesaena gtatiy. taaHa aanrn, mr. t€el gtltL Fort Pierce, FL 34946 lapyrijtt02016A-Ilodbesses-AnlAoeyLlamboIII, P,I, ieprodattionott6isdataaltat.iaany rasm,isproEbifedr'dboatthe vritteopermissionhareA-lNoel IlleP,L a Job Truss Truss Type Ply A0186098 70194 FL25 Floor Ty 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altniss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:37 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-E6zEVc2wkOyx5V WwmgskJAcmiFl?gIAF?kyKBBy9Rse 0-4-1 1-4-8 2-6-0 s 2-2-11 1 2-0-0 1-10-4 Dead Load Defl. =1/8 in 5x6 = 3x3 = 1.5x4 11 3x3 = 1.5x4 11 i 3 43x3= 5 6 73x3= 8 14 13 12 11 10 9 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x3 = LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.62 BC 0.69 WB 0.44 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except' T1: 2x4 SP No.2(flat) BOT CHORD 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 or purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 or bracing. REACTIONS. (lb/size) 1 = 594/0-2-7 (min. 0-1-8) 9 = 597/Mechanical Max Grav 1 = 594(LC 1) 9 = 597(LC 1) FORCES. (lb) • Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/0, 3-4=-685/0, 4-5=-1220/0, 5-6=-1220/0, 6-7=-937/0 ' BOT CHORD 12-13=01685, 11-12=0/937, 10-11=0/937, 9-10=0/937 WEBS 4-13=-606/0, 2-13=0/928, 4-12=0/603, 5-12=-348/0, 6-12=-35/379, 7-9=-1140/0 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) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 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. 8-9-12 DEFL. in (loc) I/defl Ud Vert(LL) -0.21 11-12 >627 360 Vert(TL)-0.3211-12 >413 240 Horz(TL) -0.05 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 57 lb FT = 0%F, O%E ttlaiF3•fltne��3; mua tle'41i;5ntNvT;SmSr'Tffri9t(i'i4:LNR:rt�AStE`.li��.h!EI'ISaA1S�"61k'YI'6ia. trrd.ksp lnwe!aes3rxF .aLAiiiar F:.year+niilM;ci�yS�tsw,l.IraiaL9,ri.lefrnaSledFerm.sa 0�'tsr e3sreie sKtEnSt iGC,a<t uiieRee+:essW4tantitarxtctne,ne.f:a[+sssnieerlrar eua;n:,rarea,>Fonr.Beet,paen rrrme+tr++u;rarxe�ry�rus rmse�aermn,noon,+�amtiuuVns-:ri-,>e-qm:uW Anthony T.TomboIII,P.E. adeusmsfnuhree!SeEEopua+rr.ta:Ee;ideh.en,lSiBaufse+5ai:dgedatuf.&;Jeriprt,u6nlalh R(,0:¢tmladlrim;.N!zdmL ReprnMdllet:,lWapEieN,edie iinL�keaegya�tdsrtaeslLe[23 uBktierr{u[bd #88083 etaGt; Eei�M+9fkanifar. iaszrs selut0tlrfa7al(strya?�asav`;sq�nefl�Rwligbspa!CSz*u'eh'xarEenRtSrirytlrcuAk;mul SKl ereret>i c-0frt;nnt twx i74t#5tn 3o-rtspe iria:rr nd}tiesa!tkinss Pti r; Inns Os��Feg:ant ei lnss 4adutnu,sless 44515t. Lude Blvd. ata.isrn!aed4fef�rtn7spaxrs:ro;Rp erlaau inLrL tan:ns 7n.ph;one&iia hr,�e;Eas$,xnrss!ssrtaFnirrxaa7 Men;. t �nsra;nas an::aefatrw. Fort Pierce, FL 34946 Capyrigil02016A-I Roo!lassos-Anlbuyi.loraboIII,P.F, iepradut600flhisdaoanatinanyrtrm,isprahiRta.tlhae116eoriveepermisiwnhamA-1Rooifraases-Aatheg1.Tomb III: PE Job Truss Truss Typ qty ply 70194 FL26 Floor 1 1 A0186099 Job Reference o tional aIra, I �Y�, �lyll� a I u��o.wnl Run: o. 20 s Nov 12 20 i Ynnr: 6.izu s Nov 12 2ut / Mrl ek Industries, Inc. Wed Dec 13 08:40:38 2017 Pagel I D:55C91YYcgmPVbvvH4eZS2dyCOxY-i IXciy2YVK4ojf56 KNNzsN 9u3fZwPB G OEOhujdy9Rsd 0-4-1 1-4-8 H I 2-6-0 0-11-5� I 2-0-0 1-10-4 Dead Load Defl. = 1/16 in 5x6 = 3x3 = 1.5x4 11 3x3 = 1.5x4 11 1 2 3 4 3x3 = 5 6 7 3x3 = B 1 I w2 14 13 12 11 10 9 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x3 = 001 4-1, 5-6-6 s s-s 7 6 6 9-7-10 0-4-1 5-2-5 1-0-0 1-0-0 2-1-4 Plate Offsets (X,Y)— f2.0-0-1,Edge], f13.0-1-8,Edge) I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.13 11-12 >872 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.20 11-12 >586 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) -0.04 9 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-S Weight: 52 lb FT = 0%,F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD 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, Except: 2-2-0 oc bracing: 10-11. REACTIONS. (lb/size) ± 1 = 523/0-2-7 (min. 0-1-8) 9 = 526/Mechanical Max Grav 1 = 523(LC 1) 9 = 526(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/0, 3-4=-601/0, 4-5=-958/0, 5-6=-958/0, 6-7=-759/0 BOT CHORD 12-13=0/601, 11-12=01759, 10-11 =0/759, 9-10=01759 WEBS 4-13=-522/0, 2-13=0/814, 4-12=0/403, 5-12=-327/0, 6-12=-18/381, 7-9=-924/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 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, na 4.n!x!ara�yxraatkaa r»:nusss fSEurr'kcasrt;rlmdmer�nsrtsmalZru'isru3�cscm•mo, ur�dac�rxr�nar�dr�s:�rsx�t�xu,y!c,:*argcr,aade, mrr.r.�rr»on,r� ulxxxs�nrefix,�. r;sx:�,,.�uapxatw,xil Ai!d:rue+MptY!szk.:Nx!dfndrl6tni!uGils tTaxdarEe{ssexi'x„Pcdryiy"rxya alxoviconrsxnxlyr�rdu!gat«mwlexryrasmti.ryraruees�pd5errnxinap nd■oar3owr.eve nu.:;eas,.xurm,e,s,s gab,. Anthony T. Tombo lli. P.E. ' zdredMsbnrmrytdbdx!»rrdxsiicardl0aee<nai:,sdsc6tudrpduMrrSm;.ei�rt,6rrasalddt7r,Pt L�aiwlrldleiq:Hesd irtL fleyperddl4etBJWurhils,eda lass.xrsiWSadisk�9SiM`uua�hs�rsie6te6trspeA@;'dd atam .0 utrmax. ta!assorasa.rautrx 80083 r- 4r^ pu es syg kuesfMDefdq 6atar15 aY ls'xrmx176ipiliixdtj:%xd S4;11rts xhrm+dlmrxd ifmx, R: nees4ax7x iT.darxl!%i!sd2rf*ss 9nrg...r,rxss0ec;s [egrMseC'rtss kar4aEne,xixs 4451 St. Lade Blvd, :3a*iufitaed§!arsLml�xdyst4manrhddcmxaxbsi;bfms7essp&raerisX7lfeEesi;Ax,«r"x1(stex!s{ixexden6aEeiy.uulta,eartc;mut:�adauri, FortPieree,fL 34946 Cupyrip4r s2 i016 A-1AaaRtassts-AniEa!yl.lam6olll, P.E. ilpsedushanal0is detamtnt inDay r!rs,is pra6i6iFtd.it6aatl6t errnm permissiaaSam A-llaaiimrses-Aol6a!yl.lauSa III: P.E Job Truss Truss Type Qly Ply A0186100 70194 FL27 Floor 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:38 2017 Page 1 I D:55C91YYcgm PVbvvH4eZS2dyCOxY-i IXciy2YVK4ojf56 KNNzsN 9x8feG PC30 EOh ujdy9 Rsd 0-4-1 14-8 2-3-6 f 5x6 = 3x3 = 1.5x4 11 1 2 3 4 3x3 = 5 1-10-4 1.5x4 II 6 3x3 = 7 \W4 12 11 3x3 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 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) 1 = 452/0-2-7 (min. 0-1-8) 8 = 456/Mechanical Max Grav 1 = 452(LC 1) 8 = 456(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except • when shown. TOP CHORD 2-3=-518/0, 3-4=-522/0, 4-5=-624/0, 5-6=-624/0 BOT CHORD 10-11=01522, 9-10=0/624, 8-9=0/624 WEBS 4-11=-422/0, 2-11=01707. 6-8=-760/0 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) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 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 10 9 3x3 = 1.5x4 11 4-2-15 5-2-15 6-2-15 , 0-1-8 1-0-0 1-0-0 CSI. DEFL. in (loc) I/defl L/d TC 0.64 Vert(LL) -0.1110-11 >880 360 BC 0.69 Vert(TL) -0.1610-11 >614 240 WB 0.34 Horz(TL) -0.04 8 n/a n/a Matrix-S 8 3x3 = so PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0%F, 0%E Aavt•flena rrghrrm•rse'LI t77TW5;Slufrg MOILiMI(DkElit7tS 1i11f31fLi!gjt7A9fii:�^W:ATr:ra. tnh hinrcusxr:!sai!edssw_wC�timsL+;lpirnu;rlGP sal3lSs#n!t.'scso9Lrt.reMemSieaEernene l!ns e:'rrxaesktda3eiW,ny YaII—wp>+1A-1knNfa6titit'inDi rseu8n sirlDDrtNesm"..(wattefian.sa{!gsnrar:rqusittf b rutssiyaat5rassistmsssfmraarPDatt,aen rn+. uhq ess xp�n:,t: r-fft Anthony T. Tornbo 1II, P.E. Arneatmantsrvnnrl�aaka..v,rventva:�yaac!er.ururusnanor,x¢ .a!adl�^ta;,sr,qua.rsypndmrulDuraursa�srssr,u•,siaawsttruq,ssDerrasrt 480083 ' Mlntlq:nlyr•nSReaorW.Lla'sssaestndrtODssltarrs7asulralrlvesi.SNN(esmn`SahMai Sri. lFr¢eNlurrs"ar4minH 44S1StLucie Blvd, :3ntfu!!m!dsfs(e.^Mn7ttdgtegn:4>IE.ef;rmassanhrl7slus7!tir+fi;u<as'laeswEalSesr�>•.utnsssnna'q;senamkss�y,sMrssra•:strev;mnts�sdalrN. Fort Pierce, FL 34946 6pyrigN02015A-1tavtisasses-Anibuy11,16m60111,p1 fepmdvuianaphisdamment.invvyFrm,ispraCibeeds.06vvllhemriraopermissianl!omA-ltaallrasses Aat6vsyl.lae5all1:P.6 Job Truss Truss Typ Oty Ply 70194 FL28 Floor 1 1 A0186101 Job Reference o tional 1-4-8 5x6 = 3x3 = 1 2 3 433= 12 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:39 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-AU5_wl3AGeCeLpglt4uCPbiA323M8haYS2RRG3y9Rsc -15 i 2-M [ 1-10-4 1.5x4 II 1.5X4 II 5 6 3x3 = 7 10 3x3 = 14:151 -Sflm 9 1.5x4 II 8 3x3 = Plate Offsets (X,Y)— [2:0-0-1,Edge1 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 0.37 Vert(LL) -0.04 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) -0.05 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 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. (lb/size) 1 = 382/0-2-7 (min. 0-1-8) 8 = 385/Mechanical Max Grav 1 = 382(LC 1) 8 = 385(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-395/0, 3-4=-396/0, 4-5=-459/0, 5-6=-459/0 BOT CHORD 10-11=0/396, 9-10=0/459, 8-9=0/459 WEBS 4-11=-312/0, 2-11=0/537, 6-8=-559/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 IDss:q•flerse en,Mrrnkctle FI; 3rRQSSarSEtlTP Roll TIM6rorm,4SlnlWl{'ES!Eljh'SW7A'W"UiNI`heR, Will iRIs1%Py knm;tl@[;nd+:!>!SenT.!euiolG,ri,6laevuSleNFefittne. uAss kSsern sizedn2t i4fy n>i FJ=Fdiiw!MdSYfS SIwTYtriHrm Ca ICGnHit&ddiiTnii tesas tqut4(iy!;eCE(Ij *Seth ae a MIDO.pRoiYtfr tiNFNt4'iWlt[ji0whIni(tamIellIm d1t110PONfbOO.ni igtdedARtliUiEl(,enHlfta. °trdfs;enu=r .axq�edrrn,s itN Anthony T. Tornbo ilr P.E. ' adrsrxnnuiiro Wtu;tlbuFttsDrgtls9nn; C.ul;Wam'vdrptleGkd G ysarx anaseuf,9eQrd�h,dt a;;edemi7rPlr»gretld4tillaiur f ed3titsyxaiatls .¢ie} a!6erotadhea;s6Gkrrres#!;J 180083 stdstiggEtstpstalkmtat 'Arx7s sNntsAt rGetta;nav®t5>itntiAt�YgL Ss!LetlacEatri�IpAGAtdt}MmdSla ml tetuteed(mgmtA; 3mt R!ddiatid;srrxstiTrts esdk5es t'tHrassGeu�tS ruse [k;xt[vystet �!"rcssC,aehdna,Mess clfteiudbsii3to(M.+1 ed grrtN lisp u'irsaiN!e47;T!ns0 h' 4451 er Li!FL 3494 ny tin ; r sip }aetit tlGi:h hreitrcfsina<nrnssSnrtmFs;iaeNNizrfnyic}d: igdinedh�r<tan as leSulhtM, {opyriptl0;' 1016A-I toatLnsses-hn@oayl.Inmbo111,P.E ieptodnifian ollhit doeoioea. is any f MJI pmbibittdriSM1nnEl6exriGeo petmissiot tiocnA-1 Rod Trasts- Aatbayl,losrbolll,P.E. Fort Pierce, FL 34446 t A Job Truss Truss Type Qty Ply A0186102 70194 FL29 Floor 1 1 Job Reference o tional Al moor T russes, r-on coerce, r-L 3wJgo, oeslgn(c_va Ttruss.uurn 0-4-1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:39 2017 Page 1 I D:55C91YYcgm PVbvvH4eZS2dyCOxY-AU5_wl3AGeCeLp g It4u CPbiAj26 U8hNYS2RRG3y9 Rse 14-8 , i , 1-10-4 1-10-4 r— r 5x6 = 3x3 = 1.5x4 11 1.5x4 11 1 2 3 4 5 3x3 = 6 10 9 8 7 3x3 = 1.5x4 11 3x3 = 1-8-5 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 TCDL 10.0 Lumber DOL 1.00 BC 0.18 BCLL 0.0 Rep Stress Incr YES WB 0.20 BCDL 5.0 Code FBC2014/fP12007 Matrix-S 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 5-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 312/0-2-7 (min. 0-1-8) 7 = 315/Mechanical Max Grav 1 = 312(LC 1) 7 = 315(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=316/0, 3-4=317/0, 4-5=-317/0 BOT CHORD 8-9=0/317, 7-8=0/317 WEBS 4-9=-257/0, 2-9=0/429, 5-7=-386/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 DEFL. in (loc) I/deft Ud Vert(LL) 0.05 10 >999 360 Vert(TL) -0.07 10 >964 240 Horz(TL) 0.01 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 31 lb FT = 0%F, 0%E ' ifsrrp•flase:st�gre!uu fte'At tGSllDSiSidtEEa"; UfRTi1E1tWSdtO�tiGttitilte4{'r'f!EI'33:SK7A'.ii6U3tt'Mo. terJq dKp gnweNus¢d?edednutty TmsFtimsv.hgiiC4; eattHleSu!L'ua»t7,tEUMent Sltetktetnc 4"tv d'rrrust^tdaSt iCG,nlp 4h'du>tw4t piyss:tr?kntdln rxlC4git nid.a;er±rs.nrp:e{imria,SPulry etxphsednw/tG9!tpnts?na m*iz Mtenhm attr{i ekap:rgs.+s,tep 4rhetrJpdiktnpiaTmtitgwtFar11t13Dtsh, xen lti 1, iktttgtnuappYs�, Is:Ciraxeitites, sgMvY; Anthm T. Tombo III, P.E. adnedcu SnssFtm, tadtajtteerrpnsiYy'rid!Osnt, ntf�uisw'audtreder4et+:bphsipe.nC+tdmile:rf,Se 4SWdlmd ld:e r'as ai:Nl. Tugptrddlkl ui rg5ekrsdta"!xLai '"9 'L SS�!kCae€eadha sht{kta �+{e4li_lpa ;'q 80083 ' fe PaaSap@e.-LpswdfseAccYt.l9asts sduuadrl:Detfrrnsus ¢tlaf+lm v'frt twm.;U{m?drhd kss,nmerj6(rR6sNdtq[tlssd SWas tdntet41nium1pa—iFFl !?5ns#ert!pxs marnd}tiss>'.tkrnss 9esya:inq P?ca resbter ¢t imsY,mttfirc,glns 44515t. Lucie Blvd, :#wain idnetu:Ma;eetgabafiepkp e@pcns 4tehef Lel!rss7sdp&Yeeab !4e humpfvd7ss,a Fnssashnkpurddmtatiei, Sa uq mdficsmss deSettglR 1. Fort Pierce, FL 34946 ro t`l02016A-I loci Lasses-An@ea 1,TomboIII,P.I, ttodutfienoflbisdotomenr,inas ram, is tabibikd.ishoa1ThewrinenetmissinnhomA-1AcoiUusset-Anlhae 1,lomba1,PI P!T Sc Y P Y- P P Y Job Truss Truss Type Qty Ply 70194 FL29B Floor I 1 1 A0186103 Job Reference (optional) ,! AGO, ! Rises ' OIL merce, F- o%vYu' uaa.q.q- taruss.wtts Run: a.,w s Nov r2 2017 rnnr. a. r20 s Nov T2 cu ! [ mu ex industries, inc. Wed Dec lJ 08:40:39 LUS / rage t I D:55C91YYcgmPVbvvH4eZS2dyCOxY-AU5_wl3AGeCeLpgl t4uCPbiB m26s8i_YS2RRG3y9Rse 0-0-1 1-4-8 1-1-15 1-10-4 5x6 = 3x3 = 1.5x4 11 1.5x4 11 1 2 3 4 5 3x3 = 6 i `\ I 10 9 8 7 3x3 = 1.5x4 11 3x3 = ,04-1, 1-0-0 1-8-9 2-0-0 3-M 5-14 Plate Offsets (X,Y)— [2:0-0-1,Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) 0.04 10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.05 10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight: 28 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 5-1-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 274/0-2-7 (min. 0-1-8) 7 = 277/Mechanical Max Grav 1 = 274(LC 1) 7 = 277(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/0, 3-4=-257/0, 4-5=-257/0 BOTCHORD 8-9=0/257, 7-8=0/257 WEBS 2-9=0/348, 5-7=-313/0 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 mesynrne i+rrzlux@e'FI rDbrTiDSi.�rsfI12'y E§b7stTft4kt(D IigK(fS7Ad{"i5!r1�SC[pb.i76uFNi'Aro. rnlydreplmwe+.rtaitMadaaris TressC:tlit Cste@iilCr;taidr#@earT.:'tvz0,rt.UMeauSlmkfere ne Nos r5nsite uidnSa'DD,ts¢ #IidiiMAf pr'45tte=N4sr[@tfelDOhNfa�. t,iTTtS'rt'.rsi Eynta S.e, IG4AJ?fHiatti`p'.�a Ie3JRRJTGP+rpfflt9;RJtt[�W;[�MRdfl�adtE�let!fyfe;Fpii ifCl@1M[Cakti Hlu1v�13UiSSftT�.klFr+t riDRh, amr. Ti<tesi�ms.xpaa..r yns ,n, c�ai .. Anthony T. Tombo 111, P.E. sdauddt tntsivantdia3ues«,lttecxm/ Bata,S McKty!@ausigetlnAa6aUzryttstgse,utct arts�@t,@[�ru ma4sd le apm aardiFll. tlaytre,ddt4ei Aca crytiatlsrd ke'mLxliiyi'sr.cuq;hnaC�n�dheU{5hL'hYxrsoe,s@w.3rd ' ktrvAyl§:gr aasCts4attr.:;ImtstlegeflaP.iSetfxitaazasa[p#rzetfM4atutCiiS'.t har¢tanit6¢pU:sldlt'MelSr:s as Mxtnifu5!snira[aex. 1r8t 7danSe reyra:ikr�ta[afftees s'@tF ss Drd;asy Gaa Rrcia [apaeer ae[inrs t�ad+tlnu,wins 380083 ytnaiu&CmelgeCm:vl.roynlytt4wtNy!}¢Clafnt s!t4eL ;leT:nsDrsi}rEelitxL M71?e t!ei�y ttiy>x,a GetsSj�Isa Fepasetda!isKfir 17¢riW'aetatzsmes[ edalr4l. St. , FL 3494 Fort Fori Pierce, FL 3494o Copyripbi 0 2016 A-1 Roof hues-Ambeny Limb III, r.E. Reproduction alibis dammeet in any rarm,is prabib'ded. ilboal [be ovnen permission hem A-1 RooiTrusso-Aolbeeyl, Tombo111, p.L m Job Truss Truss Type Qty Ply A0186104 70194 FL39 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:40 2017 Page 1 I D:55C91YYcg mPVbwH4eZS2dyCOxY-egfM7e4pOxKVzzEVRoP RxoEOn S U CfAP hh iA_o W y9Rsb 1-7-5 15x4 11 3x3 = 1 3x3 = 2 3 0 9 6 3x6 = 5 4 1.5x4 II 1.5x4 II O 1�8 1-9-9 3-7-3 N-8 1-8-1 1-9-9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.18 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-P Weight: 22 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 3-7-3 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 191/Mechanical 4 = 191/Mechanical Max Grav 6 = 191(LC 1) 4 = 191(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. LOAD CASE(S) Standard V(RSRI'f1mi" ''VI !i!14,114M, IIMSSrlt((rry RAMEi�Itt: jTOY tTpImn''nff9lftt=R64;;4t?1 TR11 WPOM.0;!Rt; PIIEt SFnU!I."ZMrlhIr. Sitdid. m W'% 0-1. ft(i.1, Tw;.17 pi!Rit,crJx rrs,s:d"k331dfn fitlRHh4l Yit�,;tr'rs!:dilAheit-.(-6,fsR(r[{utM'y'2tIH?N6g1GPftit4�fpkUrlt�UfAdtUMAt1!�+bePbiRL(9,1''.dBf(putt'il¢IACN{RjliTiri4lpKltd;sCHiiDah,r[!!II%I. IktCftii, riStarOaY (bsi'nfuiE LkltZcd; Anthony T. TOnibO III. P.E. adrud3n rn;lMcrSftlaTu�ircrutikmdtla0,w,�GRufsvdmirdE)xdaffiteBaisk;e!,i,he,aFe9itle]l,te�meslydirLnats'sad;FFi. txgpenldCel7ui rs(5et4aedle:n;Lssiysvr,starg5a!Mmnsihxz{sid5. rxs!spe'ri'atd ;60083 ' leln%urEr.4Re cltseNcc�r. lt,as: sdnto6,PRu0[�ts#rota€r"7s.5an4(xFa i4apws:'fsi::l isystlio-ait64,`pitisktkt'fJeslS:;l sns,F�eatilrtimrel�slrsx. iN-1 MesMsegaa:l:`da{rdls3w#ks lnssues g!t; tssss PiCtt EiycivalTrt;s Y,mhrtner,mtas 4451 St. Lude Blvd. atn.uaTvilisera>ro7apRd�ea4:raoinatllas,sh,d.t>,o,tasaR,sipEstsr, X9i to hu:gRRstya>;,arras;}sna&yemdmtd:.lauatl,:ma;,ilgtpN. Fort Pierce, FL 34946 CopprigEl lS' 3016 A-1 &aalUasses-Ant9aay Llomha111, P.E Repradasr;an aithis datament, in aayraim,is prabihited Qbaat Ihewein npermissae hem AA iaotTrasses-Aniheayl, Lambe III, P.E. Job Tmss Truss Typ Oty Ply 70194 FL Floor G rder 1 1 A0186105 Job Reference (optional) o,,, r ram„ ,, O.Uf 0, uesignLa rsruss.com I Run: 8.12sy s Nov i2 2u17 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40.40 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-egfM7e4p OxKVzzEV Ro PRxo ED?S I St2U hh iA_oWy9 Rsb 0-3-8 - 14-8�n ' 2-" r 1� 7-12 r� 2-0-0 r3-12 2-6-2 3x5 = 3x4 = 5x5 = 3x4 = 1.5x4 II 3x4 = 2x3 11 3x6 FP= 1.5x4 11 1 2 3 4 5 6 7 8 9 Dead Load Defl. = 118 in 3x5 = 1.5x4 11 10 1 11 r•��r•wr•o� w�w���rtwssssssit�sss�� w ,_,WIN�I 18 17 16 I 15 146x8 = 13 4x4 = 3x6 = 1.5x4 II 3x5 = 7-2-4 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.21 13-14 >915 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.32 13-14 >610 240 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 86 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 31(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) 1 = 908/0-3-0 (min. 0-1-8) 12 = 1090/Mechanical Max Grav 1 = 908(LC 1) 12 = 1090(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-918/0, 2-3=-916/0, 3-4=-2026/0, 4-5=2026/0, 5-6=-2619/0, 6-7=-2619/0, 7-8=2490/0, 8-9=-2490/0, 9-10=-2490/0 BOT CHORD 16-17=0/91 6, 15-16=0/2619, 14-15=0/2619, 13-14=0/2730, 12-13=0/1718 WEBS 3-17=-799/0, 1-17=011241, 6-14=153/669, 3-16=0/1252, 5-16=-903/0, 10-12=-1950/0, 10-13=0/876, 7-13=-370/0, 7-14=-794/175 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 shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. Hanger(s) or other connection device(s) shall be 3vided sufficient to support concentrated load(s) 316 down at 14-5-12 on top chord. The sign/selection of such connection device(s) is the sponsibility of others. In the LOAD CASE(S) section, loads applied to the :e 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 (plf) Vert: 12-18=-10, 1-11=100 Concentrated Loads (lb) Vert: 19=-236(F) ... Ga;sp.Fkrsr:srtt�se!in ar'411-,rpasurs(ua"p EEsi161'<sc1Nh":41h�(5(@SICUP�FO'I.kSM9Y:�NsfNi'km. lfiipas�lmrxni:atsedu0sn�sEms �sipErnnpltC[;nllie F,sw.l.?ed»Itl ti.6!rnu SSmldcrerse. 6:.sss eiexse s>~dn�?L4,eslp w:d:rHsasnsRanxr,aree.a,el:.rn,sWq,usn�i(N!r7Mr"+,uwtep�rt«/ urevueFsn+wl,a�gn:piney arapdmny�lm,i:easoroor4.�wrna.Haunm psa,(n saran MthonyT.TomboIII,RE. ' xiru&nlnnlra7tatfap05rrr.FasAsfe4de0rtt.6!4 ailkli lk.,6phWill 1.NgpnrddlWIO00i eryShc—INTI.St rs Kat' ,W,y:,,9eI'aawrdNeCg lush xaspter"i0ro # 80083 3rh 6sp�sgra!(aouSr. iaw,ssdwlmtlregattWpxtesaegufs ess?aea+Vug[e'a"'sdEp(dac+s/7(Shpt6s)JtytllesiSe(sverdoexdfmgased;niaa,. alidmsArnsy,w>JtnulMIS NEW" AunscInu(4is6ymeraiinu%zdrM'W"s 445t St. lode Blvd. sk!roitratactgr(w'q �xigt44trieyhdpoYln rol.r! 11hoss kgFh is Xy: et iio-y;;nip„.a Ims3fztea SaHdap Qu.tup.1>; upitfaeitncsas rs d3,edalt6l. Copyrigl10 2016 A -I lod1fussts-Ainhayl.lom6o lll, Pi iepradudinncf (6isda �ooronp, in any rum, isprabive' d rAAoeuhowriren permissieafiemA-1 toof twits-Who.yMocbo 111: P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A01861O6 70194 FL40 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:40 2017 Page 1 I D:55C91YYcg m P V bvvH4eZS2dyCOxY-egfM7e4pOxKVzzEVRoPRxoEJ KS U It41 hhiA_owy9Rsb 1-7-5 1'5x4 II 3x4 = 1 3x4 = 2 3 6 3x6 = 5 4 1.5x4 II 1.5x4 II 1-9-9 1-9-9 1-9-9 Plate Offsets (X Y)— 13:0-1-8 Edge) LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-P Weight: 22 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6 = 1023/Mechanical 4 = 1023/MechaniTal Max Grav 6 = 1023(LC 1) 4 = 1023(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1012/0, 3-4=-1012/0, 1-2=-791/0, 2-3=-791 /0 WEBS 1-5=0/1010, 3-5=0/1010, 2-5=-1243/0 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) 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 (plf) Vert: 4-6=-10, 1-3=-580(F=240, B=-240) tSesst �fllnr;sra� itllYi a!'4147SitDS'rSIYWri'pFFlrJet i[ta16Tllk:tihM:b]ILk(bY!Er)F:lx7c.174uiNr Ma, ret>r Htip f¢�s'sed teK¢�ssat3sTrrst Els4n array'{ID[; cl6r Mu*I.lu�»O,rEUfnssu SleNktercxse, l»'sss ¢lswese cel ekeT-0,ey u!!!r!¢ e trn:nssl,aM mas4 s w is![,:s:a n ynoi+¢.`•rat'v"W'!hsle"MIN rnma:¢Pmdm:¢a:: d ¢rn¢an:rn, u I"rfrt4syror"}aaalmijorTpkPDO.I:wnnIII . Anthony T.Tombo1I1, P.E. xdn¢dMsrm,>ffara�rrra:aiara�s6�m,ofc.miausdrrsnne: sxsydugre,rcr»aemrrm:u,a�w,�r«d:raft;r�Dn1. rr.yr,raamTaary¢�r,.aDE rHf„�ir,a,<y¢,.a¢¢�aerotg nv:ur»r>s�l+asr++ }80083 ae ramlyilnp4¢adT¢m¢Y�e aDsx¢f SfiEdaRl rJDH!(HtFkttd a6 .7Be53Mr Tri'I'3!1Sn£Y rAIYCitl94�{TirJr ll¢1?�}IiII6D SS4.1Ve 1dGat3lMr s�Iatt rN4�+t!Vt}l1lllti V; P4iltd}.hlfD�iltT'¢}SCYY1*r,rns:Ps@5¢fga.s at!nsvl'a,4a0nQ,min¢ 44515t. Lucie Blvd. :se.Isla?odij¢rvsws�eNyaa.rail.eDrs>Drsr¢ndR¢I:ns'0rht�xs,Dais¢miutus�px.arnn7w:ark¢r:4ltatt ¢t.uaTrt>aramsma duuu. Fort Pierce, FL 34946 (opyrighQ2016A-11eo111asses-An0etyl.lemboIII,P.6 Reptedastienoithisdot totinaayfain, ispm6i4ited"it6adtAenfirrmpermizinhomA-I Pool Trouts -Aei6etyl.lac6alll,P1 C Job Truss Truss Typ Oty Ply 70194 FL40G FLOOR GIRDER 1 1 A0186107 Job Reference o tional n i r�uus t swa , un riescc, r� .rea•so, ucsiyn�wa wuss.[:um Run: 6.12o s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:41 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-6tDkL_5RnFSMa7ph?VwgUOnY7shbce2gwMwYKyy9Rsa 2-0-10 1.5x411 3x4 = 2 T1 W1 W2 W1 I i B1 4 5 3 1.5x4 II 3x4 = LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.03 3-4 >829 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 336/Mechanical 3 = 687/Mechanical Max Grav 4 = 336(LC 1) 3 = 687(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) 765 lb down at 1-10-4 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 (plf) Vert: 3-4=10, 1-2=-100 Standard Concentrated Loads (lb) Vert: 5=-765(F) 3au;.Mean�m,e9! sr!iraftt'FI rDx 7[DSS.s'i',id%E['}EJattlEd(S i rCi'4fi74S(liiEq{'3!I[rjr,'IN7�,dDGU�I'hsa. Fn9; krP rynadnsadteetednnRt'mt Detiprtr a;i1CF",W:yt 7tMn, l.lerialn,ti.re(nesuRedleremese, inns �nx;se sk±d nit R-0,ttfp sE4a4 nnwJaylYn s±a<NnNhs§t IDDnFnDl i±eD+ngesgtrgtrxslia,dyetik;iipeeirras:ssxurlWnpsucfna td Uegekss nd± Igas;Srsii4hta fu6dpd6eW;fe6nsi�lNafulMnl;,alx lrfl. INhi�n;>:;trs!, fs>f�aedi"ns, uh5 r Anthony T. Tor%b0111, P.E. r3rudkssrnulnurS ifayaxrr,PrsNndfk±DaeyaeGcee!'tu5aitdpeatam±5slx;hn,iaEresdula€dalrr,3��'ard±h�dld5iv;stkzl7HI. Tngnmsdd%t1;AategGetdaadlt`nsL�±tNierStap.dxe;e, .bkwe�hecigtkkhhneuSi`:d'86083 ' 3etubo;Dt:gr..ellnnsfir.iDvaf snatAdet:Deffi±;n7tesuf;ak:'s±tsSdtWdr�tssyaKSdfixcmut(ShptGskEtyr%clS4:I getdnnMfnpcdpilam.lA2 dsvesStngn:Igspl iF.iestkef:nsZ,siy:.y rnn Ckssrr/ttieiTmskashEsn.atxs antwdrisN§} a (v3syeN qx dsrrtiylydt;oatsindrr! inl:ns Desi}iheer is D I #e Gratsp2nyse,a rsns l;st.gFtpua d a; Midig, iga;iaedas snn teDeel pIf€1. 4451 St. Lucde Blvd, Port Pierce, FL 34946 tapyrig5lg 2016p-1 AaafUruas-AmAaay 1. Iamb 111, F,E, teprodudiin eirhisdommsnl, in any darn,ispraS:btlrd.athaa116ear8ren perminianham A-1 pool 6aisrs-Am6c.yl.lea6n 111: p.E, Job Truss Truss Type Qty Ply A0186108 70194 FT06E Floor 1 1 Job Reference (optional) Hi Kocir I russes, roil rlerce, rL jgtmo, oeslgnLa IrrusS.GOm rsun: o. ILu s rvov I L cu I f runs. o. 1ZU s IVOV Ic cu I f IYII I GR 111— 1—, 11lo. VVUU 10 '.U. I I D:55C91YYcgmPVbvvH4eZS2dyCOxY-6tDkL_SRnFSMa7ph?VwgUOnVksnXccpgwMwYKyy9Rsa 2-0-6 , OF 5_14� 1 2-6-0 1.Sx4 11 3x4 = 1.5x4 11 1 2 3 4 3x4 = 5 9 3x4 = 8 7 6 1.5x4 II 1.5x4 II 3x4 = 0-5-10 6-7-14 0-5 10 6-24 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC0.42 Vert(LL) -0.02 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.03 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix -MS Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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 quide. REACTIONS. (lb/size) 1 = 347/0-2-12 (min. 0-1-8) 6 = 351/Mechanical Max Grav 1 = 347(LC 1) 6 = 351(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-506/0 BOT CHORD 8-9=01506, 7-8=0/506, 6-7=0/506 WEBS 4-6=-509/0, 3-9=-568/0, 2-9=0/281 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 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 if=q'RefsewnkMO. 401r"SrRUSY'�(itUB'y wait UN ttgkii ISrgS1EN{'g8rfn};rygg:�6i1,A'hta. Tn3ritsp rn[;Gnsainttea:snas;ms N:ipEnai t1WI n!tl} hftnyi.:'IdAW-1 W.u. Slntfdaim. ratssafnlrn adwte'Efi,nfy 4d14:e1u:M ykwsssr76essdfu 6etD6taknai lsafnsgestpEelafatia,SpCSIry rR6tlty'¢0 se wstligPnpnfesaexuyfoanei Reaffasi nd r;urn(ep;,syns.+47b•Nrtestysd(u lnr4Tlws dsp�telulSaFlOak, +s lrla. tdatsspnsny s, irseq metefE;, sYh6aa! Anthony T. Tomb0 Ill' P.E. sd.salsmimsteragls7iayurr.Inalatl.Iyo.ou.aao.ut:a,va:=end:e>o<,,:,m�a,��t�:rr,��m�sart6fr:daa�nu.rf,gpolldmtx�laar„Iaradafurc.nyzay.mlr,i,ur�dkaq,saL�t�r ,wa.:osr� #80083 ' Aatnt+yhsy- u!(asnsnr. rgw ssflWlatlfP.6adrxrlss�sslx£yckuna'RetaEtegLspaf&S�G7 MasztlaiE(S(•pklis tytrylxlS�Astsdrrmdfirpv:elyelaea tillddmu#f n�as rtfsmdlfiesx'tneFRssUesl xs; rnssP�c}v rspucrotinns ka�saotn,nless 44515t. wde Blvd. >k,�intlmeaate�saspeslwnq.rropneCymisint!tLII".iSSOlSIylElySC.'NNIJIS{riGfa�4f51gty,tlynry:55I!aF�nmdst6l�sly,y,°,�mlaellnc;masts`ulnfH-f. Fort Pierce, FL 34946 (opyrigtl Q, 2016A-Iloallnuses-Ant6es:yl.lombo Ill, i.t, iepmdudion alibis dommear,in any [am, is pm6lb0ed.itboal shewrilln permiaiatbomA-1 foolTrassts-Aatbaayl.iodolML Job Truss Truss Type Q ty Ply 7 FT22 Floor 1 1 F0194 A0186109 Al Rnnf Tni«<e Fore Dto..-o n �neea a.,..:....�— ......___� Reference o tional 2-4-4 —I i-- 1.5x4 II 3x8 = 1 2 ) I l va _...rvn cn nuuauca, rrit;. v�CU uvu !J uo:9u:47 LU1/ rage 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY 6tDkL_5RnFSMa7ph?VwgUOn\ jsflcTLgwMwYKyy9Rsa 1-7-3 I "-13 2-8-0 13-1-8 1.5x4 II 1.5x4 II 3 3x4 = 4 s 4x5 II I Wii 2 W W WS 6 4x7 B2 13 12 3x4 = 1.5x4 11 2-9-8 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' B3: 2x4 SP M 30, B1: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W6: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 13 = 697/Mechanical 7 = 616/0-6-1 (min.0-1-8) Max Grav 13 = 697(LC 1) 7 = 616(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-686/0, 2-3=-1757/0, 34=-1789/0, 4-5=-1789/0, 5-6=-1755/0 BOT CHORD 12-13=0/1222, 11-12=0/1222, 10-11 =0/1 757, 9-10=0/1798, 8-9=0/266 WEBS 2-13=-1289/0, 2-11=0/594, 3-1 0=1 27/300, 6-9=0/1573 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 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Asrsq•flene�ra�se!ur8e'tdtrttOSSajSEtlEry. NF7Ai iEW34tUEft71Sf4:id41�67! ' W`:e4c!ruuwpt".ess�bnNEa hefBBbHss'vi rlsisss�;�frpnnje.,Sr:txtlpEqeeet;.r+a misudMsG.csletn.pdfu3u�rr{a3li+gdtl!Gan,d:C �s �nirdgW «MFx Wr �emage<:��r:!erer EBwx!!nwaserB�arwr!x�!�a�x'uKdmr�a�re� s34r.inA':vedht fr�MeyeHgwiswimglt ek(a3aasda! Bes!ns7esif!&P�n RBI to I co !l,1 FBIAA-IRnonresus-Am6nayl.lamEolll,P.E,Reproduu3onott5isdamo Pr<B 11 10 9 3x4 = 3x4 = 12x12 = 6-2-3 0-10-11 7-_2 3 1-0-0 8-1-11 8- -3 9-4-4 0-11-8 0 -8 1-2-1 ;el CSI. DEFL. in (loc) I/deft L/d TC 0.43 Vert(LL) -0.10 10 >999 360 BC 0.73 Vert(TL) -0.16 10 >937 240 WB 0.75 Horz(TL) -0.01 13 n/a n/a Matrix-S LOAD CASE(S) Standard KSfii�it�!linssd lk(l oe rsF�erdhsrrssclB.ilus Sn: kmss#ngesa#frased3:tindde S7sha�s!nda)krfi4, lB ar!�inlh�s!mm3�Sedp tf4l. prok2ited.4Enl Ikewrhlen permission hom"tooitrusses-A Ibspl.Iembo III: P.L 8 PLATES GRIP MT20 2441190 Weight: 66 lb FT = 0% '%P�^.'i!csne4udnc3! Anthony T. Tombo III, P.E. akasl t4eB4e6esxyu!tke�ld # 80083 °s�"ss d'r"'ins 4451 St. Lucie Blvd, Fort Pierce, FL 34946 17 Job Truss Truss Type City A0186110 70194 FT23 Floor 1 �Ply 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 0B:40:42 2017 Page t I D:55C91YYcgmPVbvvH4eZS2dyCOxY-a3n7YJ53YZbDCHOtZDRvDDKjwG3hL5J_8?f5sOy9RsZ 99 5-6-10 . x = x = 1 2 3 7 3X4 = 6 5 4 3x4 = 3x8 II 0-0-10 0-2- 1-7-6 4.6-14 5-6-11 2 1-6-13 20-11-13 ns_an LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 TCDL 10.0 Lumber DOL 1.00 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 5.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-14 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7 = 275/Mechanical 4 = 197/0-6-1 (min. 0-1-8) Max Grav 7 = 275(LC 1) 4 = 197(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-272/0 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 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.01 5 >999 360 MT20 244/190 Vert(TL) -0.02 5 >999 240 Horz(TL) 0.00 7 n/a n/a Weight: 26 lb FT = 0°/R TiPYE3�fltRehft!Nt@t'4I t0 OBivinEili!'y EiADs€iEW:1r0&i�##SrOiJli'€POiS:[a03'S:SA�i'hm.itd, Niprae:tttssuseLltttnn Ks imsCtirynaaae77t`a!": rsrwnl.taSaC4r£ItkFm Skdkefin ne, asLs: r.:Li ;ftiicd d:e;r-0,x¢ Ytili'.em!.i%prYn iePkesidhr Cx@dilbL nld ltlTron;e:r�ftl°eeL{.h�aLa npaer`j2l iLYMtylftQ/yLnt}:nkty#'+'JdIttT1}tl;.nd lW'+etile��Ff}itSi iW hdikdJ70frL2Nc$)itTLt°pti'ttrTlalnanl(,Rf!I]f{,:itdtirtri�lPlhPSi9AiyRt84iLktltdi:3! Anthony T. Tombo 111, P.E. tinrstenTnssktyteii�ynt�regtes3r+t!dtlt9snr,i�Cneftss�eavdtpsfamE>tyfasi tt,brxtstrnsei'1f,2t °W'tsituhid to ;sRsilrFL ruypeWdiStlaeadtyutXs;.die'm6.v'w®fs; ar.dxq„asleamctcdYrnt dt6le&nspuln d s80083 ' tlWMlaApttedr.N'V. laws Med WJtn hnafnr i l*. rai 6's;ttan+pe:Wbrna arts'!Wnsttrtasairc:susdtmne,sns 445t St. Lucie Blvd. threise&,ttdsftrr�+eLlgttaLna�tftAr+d,tfltT:esun;pthprrnaaiatrkirorEnms,aG+ssfnnnnerdsTtatal.tatgai°esn�e:mt:rRdatBi. Fart Pierce, FL 34946 Cogrigbt@5018 A-1 Raoliraises-Anlbeepl.lembo lll,F.E. ReproduuioaoflAis dom ee. in anyfatm, is pmbNed nitbaul lha aidhn permissionfromA4 tooflrosses-Anlbeatl.lombolll, PI Job Truss s Type Qty ply 70194 HJ3B TDIACGO AL HIP GIRDER 1 1 A0186112 Al Roof Trusses. FortPlerra FL 34A46- desinre nn'If—e— Job Reference o tional .�..:r_.-._�.. _._-_ -- i, rvn iaK uiuuStcs, enc. vveu uec w ua:4u:4z zui r rage i I D:55C91YYcgmPVbvvH4eZS2dyCOxY-a3n7YJ53YZb DCHOtZD RvODKeCG5gL51_8?f5sOy9 RsZ 34-11 6_3_0 34-11 2-10-5 2.52 F12 2 Iv Dea Load Defl. = 1/16 in 8 to T1 N_ 1 R ¢0 � � 6 y 3 079 3x4 = 0-7-9 6-3-0 0-7-9 1 5-7-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 3-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.10 3-7 >747 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 19 lb FT = O% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1 = 345/0-8-0 (min.0-1-8) 2 = 169/Mechanical 3 = 70/Mechanical Max Horz 1 = 97(LC 4) Max Uplift 1 = -213(LC 4) 2 = -161(LC 4) 3 = -16(LC 4) Max Grav 1 = 345(LC 1) 2 = 169(LC 1) 3 = 99(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. Provide mechanical connection (by others) of truss bearing plate capable of withstanding 213 lb uplift at nt 1, 161 lb uplift at joint 2 and 16 lb uplift at joint 3. Hanger(s) or other connection device(s) shall be ovided sufficient to support concentrated load(s) 50 down and 40 lb up at 3-6-3, and 69 lb down and 61 up at 3-6-3 on top chord, and 13 lb down and 29 lb i at 3-6-3, and 12 lb down and 25 lb up at 3-6-3 on ttom chord. The design/selection of such nnection device(s) is the responsibility of others. In the LOAD CASE(S) section, loads applied to the -e of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (Its) Vert: 9=-25(F=-12, B=-13) umni•flavm¢ryaK.ne9na.Fuesctsrxda) tsautauseFRzainemtusroullureeeFurR{rt¢atrzatteiy.Faeadnsntrzet.n,nsrnsscsy.m.�po;maR.Im rr.tefF.iE:rt.Fdvrz,umsd¢.e, edsumzn.rzrmrmRetro.nit ILTstrx.effi.{Inn sallkesefla�Re nle.dl iseimsNs'x6 n[is.�emarfk{imttl. sein.TirdJrgmrzls..cs rsds4.Fretssiuilnyax¢3srp.malRhde3e lrcipdCesbtbTm:leF ;tntkiCDnii,tFlaiFFl.l'ahsg. esa¢(m,lei¢F ¢s(Nas,sr'slsiLtlT Anthony .1_'ft•sTr.,s1..11'"IsnemrnsNa, dUa.."IN0?,fi,egd,,MeFeuMDwp.,IsbWdnMIr,Mel Wlk1.1Wfig[.6n1TRLRegf Idti3O.1ast fiebnntn.Trzss:icarrrtcefn11.l.:W.41..4bn,{ssmi{.n�[pnsaard T.TombotIl,P.E. Zt ne 6A Os' era 6st.dn. Notes sd.d'n lktagnlR: n.5[n.t eerim elleE.d6. (i NSdehider¢d'me(HSp dfi:kl{ hi nl inn do (Iee 3 80083 gcndPd.re.tntietmaerzsEessmln...lnmedm6>ssms;¢,i¢:s�sE�'¢ennetnneada.rer,.tns 4451 St. Lucie Blvd. ennvtse hfaellte F.ilMepeagnh nEraN, N trues indr4. lhrnssaeC.attrn 4 [grRe{rlliry0esipr[,.Lnsltnrc 6t¢end.T haln}. N[gadhedhr»;: m n d�nl � ilrl. Fort Pierce, FL 34946 (oppigM97g164-Iiaattmsses-ActdoarLlauSa116P.E. Repr¢dudiano116isdotomeot,i¢ any torm,ispeohiluelxa6outt6eatintnptx.issiaatrain A•IBa¢1Losss-A¢t6aorl.Tamh¢III, P.F. Job Truss Truss Type Qty Ply A0186113 70194 HJ5 Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:43 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-3FLVmf6hJsj4gRz46wy8ZRso3gLR4YY7NfPfPry9RsY 4-3-7 7-10-13 4-3-7 3-7-5 2.12 F12 3x4 = Dead Load I lefl. =1/4 in N N ca N 0-7-9 7-10-13 0_7_9 7-3-4 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 0.63 Vert(LL) 0.19 3-7 >487 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.34 3-7 >274 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 432/0-8-0 (min.0-1-8) 2 = 304/Mechanical 3 = 161/Mechanical Max Horz 1 = 103(LC 4) Max Uplift 1 = -265(LC 4) ' 2 = -275(LC 4) 3 = -57(LC 4) Max Grav 1 = 432(LC 1) 2 = 304(LC 1) 3 = 191(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 1, 275 lb uplift at joint 2 and 57 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 23 lb up at 1-4-9, 23 lb down and 23 lb up at 1-4-9, 37 lb down and 32 lb up at 4-2-8, 37 lb down and 32 lb up at 4-2-8, and 91 lb down and 113 lb up at 7-0-7, and 91 lb down and 113 lb up at 7-0-7 on top chord, and 7 lb down and 18 lb up at 4-2-8, 7 lb down and 18 lb up at 4-2-8, and 43 lb down and 40 lb up at 7-0-7, and 43 lb down and 40 lb up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 10=-90(F=-45, B=-45) 11=-13(F=7, B=-7) 12=-86(F=-43, B=-43) m0,ni wrnuy-Flmsdrtregk¢retler lae'd I lO:f a[hkES;Xi1EPjOEM FEWS 90su lmeS rafT09t MMInI60tiT KUBT, I..hrattnigprcdett eed rnledn n"�sdnn CniyeDrtxinr�L01w1A,16 I. texke lC; r.F. retereexfWltedue ru. rdeuo?p.isesMedent:e t ILTri<anemrdmssdAkeseM. iDouksd:i is mess n. nayaraiu,yG,rhFfsin'40!!sdnrytmrtysmm,®ecRzmrdmtrksnml n5it„iymnsa0�sa th 1!.Pd&.Jh 1- kyWn hm ae,rto laLl taiyS m.o exs.letaFmFrne. umswt Anthony T. Tombo llI, P.E. nt ned L*cTnnlxmtd�zs ss Be usrn:iideld�0.etr,G Onds aslnurd rgedn ke lAifay Pnge,ha+udedd6no�@rlG nllirinelbtlruy<dtulRki. Ike epmrldfit la0rel egfikneedtltinss;¢det�Fneliy dneq.ndePetirnt knny sldlhae neparrsv87d a 80083 ' ReG!If�P:sigxas6arrdn.lflrztnsetrd"ull:mOniteprNrtsalryikrnestllkhiWy6nyreelSahhldemetioe;ttSQrdE!k1¢IPIniSFGartAnn:elWgndgiWne.iflleetnnllrresges�a7nnae8Rnesdn_InssD:syes,Trossr�!�q:+t:,<nnnmstwdedrcn,nlm 4451 St. Lucie Blvd. etleMsardaMNrrnaMepadepexnrm lF e4 gran unM1el lk tra;IDe9n 6ybea is iglMb:UmyOesl ,rtLns srdea aµvn Beryl#lfn}IDsgadetllsas ennEa9rdsit4l. Fort Neroe, FL 34946 (opyrightD20164-1fool Trusses -AethmryT.TomboIll, P.E. Bepsoduttianolthisdoromen,inany farm,isprohibitedwithouttheNinon permissionfrom AdhofTresses-AmhanyLTomboiil,P.E. Job Truss Truss Typ Qty Ply 70194 ME DIAGONAL HIP GIRDER 1 1 A0186114 Job Reference (optional) rcuuc r russeb, rorc Pierce, FL 34946, oes(gnpairruss.com Run : un: uA20 s Nov 12 Z01Y Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:44 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-XSutz?7J4ArxRaYGgeUN6eP1Q3o8p?oHcJBCxHy9RsX 5-1-10 2.59 F12 2 V—P�— �1� B1 0 9 3 e 3x4 = �. A 0-7-9 5-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.04 3-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 3-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 28710-8-0 (min.0-1-8) 2 = 131/Mechanical 3 = 46/Mechanical Max Harz 1 = 81(LC 4) Max Uplift 1 = -319(LC 4) 2 = -132(LC 4) 3 = -85(LC 4) Max Grav 1 = 287(LC 1) 2 = 131(LC 1) 3 = 75(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 Ib uplift at joint 1, 132 lb uplift at joint 2 and 85 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 27 Its down and 27 lb up at 3-1-7 on top chord, and 6 lb down and 18 lb up at 3-1-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 34=-20 Concentrated Loads (lb) Vert: 9=-6(F) Brig Flew d—Art,Kvbe7I199( neesEf+,'S(lia }3Er3ll s(145 fl (OSN11C55(UStOY"WT,PI i(CW;et(LroNEC1'Ivn rttA(ks'rysfarhs,M ml sake u?is (n„Cs,yeom:�;t�;w w unmrr.r�to m,rr.ra<,na swrtdme n+ m. m'lxanerAder6e tCA.ulr FhTaoaxmroint,Wit :sa(xNIDeatesdilsermsaslc(gnsxtre.,5feaserFfs:i�,d:,mn�prodsgrc.�Ismrmpaxean,(�ssslndrr�:s,.yre:>9n:snq(rdst<si�amemprmsalmawn:mocdr,rsenrnLTkh,lp... Imes, WmmAffo, Anthony T.Tombotit,P.E. wMaa,irn,wr.luuz�nnrr�rsukula�ortn,r�n. Preoa aaenannea7�o,g>,ns,�daan,�d,a(dna�(Is�ur ,dmtrrer.dd(ktenoemrla.Pad,tm,:(ra,ro,ker�rmrre.anrrmaviku:srshdiu�ss,rmnarya 4g515L008' =80063 d,rrr�o:,I�wsmran.wrap:drd'unidoaddx peCeudP�aknatkuai+(d,(sa(,wrers�(�uralknrrarrassu�e,anrrsd(ynraP e.nitia,nrn:r:�mrrnannndnue,.a s,ur,s�:R,t+ nedtnsstmmmm:nlu Lucie Blvd. Mnmstaaellye(aeoasyuaeind 9rlhg Yrxl rraes IndrH. Ih Trannedn 6giwa is F9(ikWilibg Oesipsywkmsstaea 6im,d anJ Irinrd. Snscradnsd:wn, m n da5selu i111. (opyright-2R16A-I Roof hasses - Arthorry 1. Tonelm III, P.E. Rtpldudbli of thIs dommem. in any form, is jimb1ited wiffiout the wiflens pemission from A I Roof Tresses - Anthony I. lombe III, F.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0186115 70194 HJ7 DIAGONAL HIP GIRDER 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design(Naltruss.com 5-4-2 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:44 2017 Page 1 ID:55C91YYcgm PV bvvH4eZS2dyCOxY-XSutz?7J4ArxRaYGg eU N6eP_f3h EpvD HcJBCxHy9RsX Load1/8 r� dr 0-7-9 5-4-2 9-8-6 0- 9 4-8-9 4-4-4 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 0.57 Vert(LL) 0.10 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.16 5-6 >728 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) -0.02 3 n/a n/a BCDL 10.0, Code FBC2014/TP12007 Matrix -MS Weight: 36 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc puriins. BOTCHORD Rigid ceiling directly applied or 6-4-15 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 = 55210-8-0 (min. 0-1-8) 3 = 160/Mechanical 4 = 342/Mechanical Max Horz 1 = 126(LC 4) Max Uplift 1 = -358(LC 4) 3 = -142(LC 4) 4 = -204(LC 4) Max Grav 1 = 552(LC 1) 3 = 160(LC 1) 4 = 342(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1124/708, 11-12=-11131705, 2-12=-1071/712 BOT CHORD 1-14=782/1071, 6-14=-782/1071, 6-15=-782/1071, 5-15=-782/1071 WEBS 2-5=-1107/808 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 1, 142 lb uplift at joint 3 and 204 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 24 lb up at 14-9, 72 lb down and 101 lb up at 1-4-9, 67 lb down and 68 lb up at 4-2-8, 37 lb down and 32 lb up at 4-2-8, and 110 lb down and 137 lb up at 7-0-7, and 92 lb down and 108 lb up at 7-0-7 on top chord, and 16 lb down and 25 lb up at 4-2-8, 7 Ib down and 18 lb up at 4-2-8, and 43 lb down and 35 Ib up at 7-0-7, and 37 lb down and 40 lb up at 7-0-7 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 11=-7(B) 13=-75(F=-51, B=-24) 14=-23(F=-16, B=-7) 15=-80(F=-43, B=-37) #emE-flnunanyHTrenn ae'I IECCf RaSSB(Sf13;1f1311 I.ROS E (Ok610lYs (iiS10Yi-IOT:Yf YErt9£EL5Y£EI' kn lnat Mippn:9es nlreslphsnais fnnCcilo OneuryUO�; W 5,1 1I. rake l?; Ff. EM s Ssattdxe w. E 1 0—inrtle/mr 1M nit fBTrtrsm�rtWrs skllkndtcrlrTpinhrd:r AseimsOH It n{is,Siemtl[gve^RBtf�nmji#;tart:ms®tce�asdtix{NrainJnsnenign:MHa�rytxlelNpAeesnlNTm:EgrJduntr6Dedr,ninlnl.T:hslp n:.orxns,IxtutmuLeL:aniFvr Anthony T. Tombo III, P.E. W rstdfinT�HsWr ny IeiCtq is ne 1Hpno:lilld6Cnn,@eCnnremkmrt� lnlhEairert Cnpe.it@e ugedsftis u�ntiunrlietr imat�gnt?Hitrla.tltrmHdalirloonearLuHrrture n:Ra,e�rHtT�.smrsr.�slt;;am�s�nnr ssalkasnslHSlwat:I .�80083 ' Ite G76q CrsigH ne[eretart. lErdes sd rd irPelCC n1ltrrtc5nsnl pirelnndfnlvOSq(tepienlSohn ldnaelia+Q(SliloVfika/El lfl nlS>±A rr nlnenelixpmndpiAace lnllAmvs@r ngnsw7n nlhritsdntlnssCn:'n,Tren C::iS: h7nne:ilnnV.arh.Mn,orkn. 44515t. Lucie Blvd. rnnrastldnNlrr;edtalrye.MrynlenCt; ITsipmH ltnhrl ikfran D[da Etle;srn E7rMlxilierCnlPn;nLns fsdre GVHn drry MlltrE.Naptdetl lnZ:mHaiflnllmL Fort Pierce, FL 34946 (opoilbi-V2416A-IRadTrassas-ArthonyLfomhaIII, P.L Raptadonionafthisdomment.inany form, isprohNedxithoultherrfienpumissionfrom A-iRaofTrussas-AathonyLTomholll,P.E. Job Truss russ Typ City Ply 70194 HJ7R �TDIAGON'Al-HIP GIRDER 1 1 A0186116 Job Reference (optional) ! Row r russes, Pori Pierce, FL 34946, eesignLaitruss.com I Run: tun s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:45 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-?eS FALSxrUzo3k7S EL?cesy77T38YN FOrzu ITjy9Rs W 6-2-3 1.82 12 3x4 = 12 2 11 1 ' I W1 �ILi ° 15 16 s ° A 1.5x4 II 3x4 = 131 14 17 18 5 4 3x4 = Defl. = 1/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.11 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.10 5-0 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Weight: 34 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc pudins. BOTCHORD Rigid ceiling directly applied or 4-10-0 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 = 502/0-8-0 (min.0-1-8) 3 = 171/Mechanical 4 = 398/Mechanical Max Horz 1 = 106(LC 4) Max Uplift 1 = -568(LC 4) 3 = -187(LC 5) 4 = -517(LC 4) Max Grav 1 = 502(LC 1) 3 = 171(LC 1) 4 = 398(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1012/1125, 11-12=-978/1132, 2-12=-952/1128 BOT CHORD 1-15=-1178/967, 15-16=-1178/967, 6-16=-1178/967,6-17=-1178/967, 17-18=-1178/967,5-18=-11781967 WEBS 2-5=-1024/1248 NOTES- 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) r This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 1, 187 lb uplift at joint 3 and 517 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 lb down and 51 lb up at 3-1-15, 28 lb down and 28 lb up at 3-2-2, 75 lb down and 101 lb up at 5-8-1, 67 lb down and 83 lb up at 5-10-3, and 108 lb down and 160 lb up at 8-2-4, and 105 lb down and 154 lb up at 8-6-4 on top chord, and 14 lb down and 60 lb up at 3-1-15, 72 lb down and 45 lb up at 3-2-2, 30 lb down and 95 lb up at 5-8-1, 11 lb down and 65 lb up at 5-10-3, and 48 lb down and 138 lb up at 8-2-4, and 41 it down and 118 lb up at 8-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 4-7=-20 Concentrated Loads (lb) Vert: 12=-1 1 (B) 13=-61 (B) 14=-68(F) 15=21 (F=32, B=-10) 16=-25(F=O, B=-25) 17=-46(B) 18=-29(F) wem;-flmsamqlhretrk7e'1d109(11➢Slg�;;fl�p[63ll(!iM1S641YN11�lSfillrONi-WT.fit(fr99t[eeYfYT hm in�iaiprcr„!Mt¢t ml rth!¢Rrs rn!!Ce!I;rUaxio;pP3J¢dM1tl�yLrrv`tlP.,r.L rdmay5'w!tefnen!. Fslsue#xrise!¢felm@e RD.ulr WT!ke:¢ehrdasstlNksse(4rtti(Gulr!di tsYrmsO:s Fyiss{u,7iewCr(YM¢:etl!!r!¢vriD;!gmuls®uapaedMr!de:!i¢ilarioxm3r� Otnq; delnyedlk!h�Yrm!ry!d¢M1:rgDn¢,Y2a 1r4r. IYeinipn!m !eLl¢icr mleieYs,zu�:ar Anthony T. Tornbo III, P.E. Wr¢sl lksimsdrwi4al;ISlkrmpnu:Ntd6!Orw,e:gnnser@noelyrdul4e&dtegOnige,u@e¢asdA(nYnC@elx ¢Ha Lnl>il�<dz ¢I Ir1 i. T4 W-ld Prom er fiens¢dikrm5Wa4builn slarye,usnl4o¢rxlfms;!4di ie M1e!esrmiiYiftJ ' ' 80063 xrr;ir;g!s naa[Y mn.rM1ems!Nrd'¢ea7oens�poomnY�a,rnadmkht�6cp¢¢ift¢(dassar(spreY5!tanrmuassun!dnnadpordptre.trtltdars6ray¢3iaunirdx!da��ss¢s�s,iau�Pa�nntrn!s hme!,¢n 4451St. 0083Blvd. eM1eMssrrr�rirr (M¢trpedryn! vrax; Irdlraties hnhk lA rnss(hCn Gg®u u EifM1tW:iriy Osslyxr.nLnt Srdrr 6rWn slsyHglrg. Naittdessins; m n r!fisN a44L (eppig51atQ16 Ad RaalTmsses AntAoayi. Tombo Ill,P.E. Repredunion ofidis dorumov. in onyform,is prohibited whhouttbe wsineapermissien from A•IRoolLasses-Amhony T.Tombo III, P.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply 70194 HJ10B DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:46 2017 Page 1 ID:55C91YYcgmPVbvvH4eZS2dyCOxY-TgOdOh9Zcn5fhuifo3WrB3UJjtJIHhaZ3ddJ?9y9RsV 8-3-12 0-7-15 i 1.62 12 16 3 De = 116 in 3x4 c 1 I 2 1 1 � I Q 17 l 18 7 6 19 20 5 d d 4x6 = 4x4 '- 4 3x5 = 2x4 11 I, 8-3-12 0-7-1 1-8-13 5-4-14 I 7-7-13 7-7 14 13-0-2 0-7-1 1-1-12 3-8-2 2-2.14 0. -1 4-8-6 0-7-15 Plate Offsets (X,Y)— [1:0-3-2,0-0-11) 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 0.60 Vert(LL) 0.18 6-11 >841 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 6.90 Vert(TL) -0.27 6-11 >580 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Weight: 51 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except* B1: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-5 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 = 798/0-8-0 (min.0-1-8) 3 = 245/Mechanical 4 = 701/Mechanical Max Horz 1 = 130(LC 4) Max Uplift 1 = -578(LC 4) 3 = -217(LC 9) 4 = -446(LC 4) Max Grav 1 = 798(LC 1) 3 = 245(LC 1) 4 = 701(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2166/1466, 12-13=-2123/1458, 13-14=-2120/1458, 2-14=-2093/1464 BOT CHORD 1-17=-1529/2101, 17-18=-1529/2101, 7-18=-1529/2101,6-7=-1490/2064, 6-19=-1529/2101,19-20=-1529/2101, 5-20=-1529/2101 WEBS 2-5=-2173/1582, 2-6=-64/356 I NOTES- 1) Wind: ASICE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This trusslhas been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6'-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 1, 217 Ibl uplift at joint 3 and 446 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 123 lb up at 2-1-9, 83 lb down and 127 lb up at 2-1-13,133 lb down and 26 lb up at 4-6-2, 34 lb down and 26 1b up at 4-6-5, 64 lb down and 68 lb up at 6-10-10, 64 lb down and 68 lb up at 6-10-14, 92 lb down and 113 Ib up at 9-3-3, 92 lb down and 113 lb up at 9-3-6, and 120 lb down and 157 lb up at 11-7-11, and 120 lb down and 158 lb up at 11-7-15 on top chord, ands 12 lb down and 28 lb up at 4-6-2, 12 lb down and 27 lb up at 4-6-5, 24 lb down and 33 lb up at 6-10-10, 24 lb down and 33 lb up at 6-10-14, 42 lb down and 40 lb up at 9-3-3, 42 lb down and 40 lb up at 9-3-6, and 60 lb down and 42 lb up at 11-7-11, and 60 lb down and 42 lb up at 11-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD'CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard I 1) Dead + Roofl Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-7d, 4-8=-20 Standard Concentrated Loads (lb) Vert: 12=46(F=-23, B=-23) 14=-7(F=4, B=4) 15=-82(F=41, B=41) 16=-165(F=-82, B=-83) 17=-24(F=-12, B=-12) 18=49(F=-24, B=-24) 19=-84(F=42, B=42) 20=-119(F=-60, B=-60) '"q.11enaumpte.hda'11inn G:[tDerr.+ierit0rj pl yt lehaa;r.Eac.»@,IiUfrmsSD,nldxn ne. 0snsdlrrn Cni ITO,atr ui':aiaarJx Ptln sh hndty 6tlD@nNn6a bt Fnsgar¢shlneoy e,SreEatrJis ury.•.e sedwcgiPOrelmresnuuriwndRasah iedvgiaeniryrnPn �ytaretniPdhe wytsLnsirnae4mWfJ0nit. urn lFu, EieGs nrs7sm:,1m q•aavaas, sartlF`t, Anthony T. Tombo 111, P.E. xdaudftkinn6rgt>IdagurirrrptsaiwrltlaC:eu,t4sCamiaxrwudaPWnnefs ruP6n ,tarxa ma€s�8r, 4e lY,sllH lmd la:.Latnt alirll. liagp:<,rldtlt100Weq§8sa of 3tLna,:ttsiugfx7al.stna}!,a!hkaa a�hasq ssd:larx aws:drsrat =80083 ' It latarCasEwW(.Iraft LtM; ul ntmr.DDW in ire., no P&.un if, 6, War; RsPa�'1:!ay El ouaStcsa PO 14 VIM S::ant rfinealtn1-1 pilnn,I'Mk1-4a ngnsnt m.1M.f,it,I,-urfirt, roll Inn farm, .4 In N.WAaaMY. 65Inf 4451 St. Lurie 111d, i1!Alit n!atP lra(Wntl velPat.uelaaglt aglahalafe{!d. lalna OeSlPaEe is III Wg.INSgW,prdi11:F1±1a-ttjatM iE�E Ia:Rr, xG Rjifi"Itr;nz;ma: to el'atru, Fort Pierce, FL 34946 (opyrigM020I6AlPoolliessts-Anlletyl.lombnill,P1 itinedutfienclihisdavanentia any kimAsprahiv4d AA Pool Trunts-AnthanyMombo III, FL Job Truss Truss Typ Qty ply 70194 HJT JACK-PgRTIAL 1 1 A0186117 I Job Reference (optional) .. , ,.co , nasses, , .,,. , ,ca w, s � o-.a-.u, ucasyr il,a i u uaa.wrn mun[ o. 20 5 Nov -12 201 a rnni: S.i zu s Nov iz zu1 i Mi l ek fndusmes, Inc. Wed Dec 13 08:40:46 2017 Pagel I I D:55C91YYcgmPVbwH4eZS2dyCOxY-TgOdOh9Zcn5fhuifo3WrB3UKetRnHgEZ3ddJ?9y9RsV 5-0-2 9-6-10 5-0-2 4-6-8 3 2.98 Fl2 ead Load Dell. =1116 in 3x4 ; 2 9 u) N 9 os CV 1 W1 O I LHJ d d- 6 5 d d 1.5x4 II 4 3x4 = 3x4 = 0-7-9 5-0-2 9-6-10 0-7-9 1 44-9 4-6-8 Plate Offsets (X,Y)— (1:0-2-15,0-0-3) 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.03 5-6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.09 5-0 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.06 5-6 >999 240 Weight: 37 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 47810-8-0 (min. 0-1-8) 3 = 136/Mechanical 4 = 242/Mechanical Max Horz 1 = 175(LC 8) Max Uplift 1 = -260(LC 8) 3 = -127(LC 8) 4 = -126(LC 8) Max Grav 1 = 478(LC 1) 3 = 136(LC 1) 4 = 242(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-722/791 BOT CHORD 1-6=-991/763, 5-6=-991f763 WEBS 2-5=-801/1040 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=S.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces Se MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 1, 127 lb uplift at joint 3 and 126 lb uplift at joint 4. LOAD CASE(S) Standard Pesut�Flesetlsmttlsrcsiee t1e7110CF t1AiS!Y1Ei;6fi3EtiilY56N1DIfID75[iiSiCYj lef7fid6'a�.IDeYEirtua rerdrkrip�r_9nsMrnledesuCisfmsM!irsDnrq;ID4",mltle4shwrf.lsslslC,rt.lehmaSinitdze re?. klsssMkmin rdelnlle lCD,nh WTstsos�c!plehs sSilkuedlarlelDCNkesdi, rserms0�."s Eyo-±e{E.e,Sre;nLyftjl rl tlassln�IDDry2sstlsnseytaesddslsdessisniug:vrv7s�gcs:�l7Jrdrds 4d�d>DemtS Emseeq�dn§:7DDedt,nio ER1. Rmkslpn!sotcsss, lout m/cnst,uDslby Anthony. Tombo III, P.E. nt ' sndFnsTmsM.mGYdyisduainsiulutddxD.ser,da0rn?soalsriederdnq:kDfmrDes:e,n2eudeddttvoC.dslttn/fsriaal5rl0ynNWEAL1See�mldlSrlDOnderyfisNnsdtlsims,iedseiyksiluysloep,hslil!etiotadYmsrsidlkderrrmulliryd y?80083 os Ssl�tDnigersi!•sDrdw. sCednsd rnu AlDC nloxtraeDmnlpeefixseffuG�'us GcpenESdep idirsetiwilr(Skitd6steelE lR nfSdd sudaerslhrr:>7dtsilree. IPFl even R!aynvLiein nlhfindHatnn0.Ss,TmsOe:tte tyeennitnss dnfinre!,nins St. g451 Lurie Blvd. • sfl!!vink6dtnCxnatspedynwvre nhattuunn!da4ltefronDeDn[yuaxhluEnrt:u�o<dpa,ntnsrs,mxEgruwdeyEzaEty.soarcaedt,a;mnddndaml. (opyright92616A-IRooffrosset-Aothonyf.famboIII, P.L Reprodurionofihisdocomem,inonylmm,icprohidikdwithoutshewrinenponoissioofromA-IRoolTrasses-AnihonyT.TomboIII,P.f, Fort, FL 34946 45 1 St. 0 R Job Truss Truss Type I Qty Ply AID 186118 70194 J5 JACK -OPEN 3 1 �J.bRfe,ence (optional) Al KOOT I fusses, VOn VlerCe, r-L a4U40, 0e51gn(da I!luSS.W11! O LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 144/Mechanical 3 = 74/Mechanical 1 = 285/0-8-0 (min. 0-1-8) Max Horz 1 = 103(LC 8) Max Uplift 2 =-129(LC 8) 3 = -19(LC 8) 1 =-154(LC 8) Max Grav 2 = 144(LC 1) 3 = 93(LC 3) 1 = 285(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; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 9lnhgHemettlReg!¢ reriev A!!(fOP(nmisrsrls-t, gTf�!(svls!(asntnen (ar ihTttoarrffrdehs seUkuelkrSlTl�'u!l ed:l. heTmsP. g[egseti.e,sgemMfsr ' Mlud ha runs hrmgkdhihr[rtsgnstrli¢ d6e P.m,h PYsdsuflmhdlgel a lS! 6e G31hgPesignalGe.Pu1n. sPestes sd ed ilPIDPn13e lrtGimeN prelim lltu!!il etlnrriu iefizflr! (unlalpedquu vsP,rg h, mtgr.Pu huhd. Ik rnaDlcu [eghlu h Copyright®7QI6AdRlafTtnss=s-dmhooyLTomb 111,P.E. Repsoduniocolth'. Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40A6 2017 Page 1 I D:55C91YYcgmPVbvvH4eZS2dyCOxY-TgOdOh9Zcn5fhuifo3WrB3UKrtOjHvHZ3ddJ?9y9RsV s-zo 5-7-9 CSI. 1 DEFL. in (loc) I/deft TC 0.53 Vert(LL) -0.03 3-8 >999 BC 6.59 Vert(TL) -0.09 3-8 >758 WB 0.00 Horz(TL) -0.02 2 n/a Matrix -MP Wind(LL) 0.09 3-8 >734 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 girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 2, 19 Ibiuplift at joint 3 and 154 lb uplift at joint 1. LOAD CASES) Standard I I I I I I I I I I dht r'; nlSln slseknldtsrgjnd gnlaale. MI eefnufMuslm�Tdn ulaMsdk: duT kPl�. Sll;gedhellmzuien!!PnlilirN. lhouttha mitlenpermissienhe>a A -I RoolTeasses-Acthonyi.Tonho ill, P.E. L/d 360 240 n/a 240 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% t lks!lderera fdlssllerise saMm6e R4u1! sllt1. Iuhllpls.ara!<s,hdrtgmltillt sael Anthony T. Tombo III, P.E. llingnhalnlcl.altu:.gsldlkPlrl,glnhlPga -. = 80083 Dmot ,Trz,s Orig!(.q: ennlru„Nslhu ln,nleu 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Typ( Oty Ply 70194 J6 JACK- 3 1 A0186119 Roof Trusses Fort Rerce FL '34046 rlu�:..../l..• ---- .. I Job Reference(optional) - -- Roof -----, • —•- • •—•—•-, • — — -��•., a rvuv rc cu 11 rnnl: 8.120 s Nov 72 20i7 Mf I ex industries, Inc. Wed Dec 13 08:40:47 2017 Page 1 ID:55C91YYcgmPVbW H4eZS2dyCOxY-x1 a0b 19CN5D W12HrLm14jH1 OkHfkOMXjIHNsYcy9RsU 6-10-13 6-10-13 2 3.00 F12 Dead Load Defl. =1/8 in 1 _ N 9 N 1 I 131 G 3 3x4 = p �- 3x8 I 0-7-9 6-10-13 0-7-9 I 6-3-4 Plate Offsets (X,YF [1:0-2-10,0-0-9j [1:0-1-5 Edgej 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 0.90 Vert(LL) -0.07 3-8 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.23 3-8 >363 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.22 3-8 >378 240 Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 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) 2 = 185/Mechanical 3 = 91/Mechanical 1 = 342/0-8-0 (min. 0-1-8) Max Horz 1 = 127(LC 8) Max Uplift 2 = -167(LC 8) 3 = -19(LC 8) 1 = -185(LC 8) Max Grav 2 = 185(LC 1) 3 = 118(LC 3) 1 = 342(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; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2, 19 lb uplift at joint 3 and 185 lb uplift at joint 1. LOAD CASE(S) Standard masNr-Flessnsne{Yrrnne 5e'AII0:, 110SS'S�,'1F1;ij;R3N I3715641s01Itr4 (uS;OYj Lrm- U4;sifmfwfnn lesAltedpinzrtmn/nsl ntss WadsIntohsipOnx¢IPN'Im141dfwTLTulalu,rf.lfinnf'unldnr w. edevo2mlu mtelnGe IGY,sdr T. WTA—aerddtssidlkmeifxlimWlnd.L AsalsMQ=46S¢?n{I1.,Srmsly Fryie»a`atle;sdntoiip; rtpnals®ar pmadMpshsdsnl er5¢mofrapnalty6s Se (esyadmesnlN im:fe do NeieDntf,nln UtL fkhstpr>uapNss, Iseihrur6;uq;NalWI Anthony of rsedsnsinss Wsoghtldur is@e segnfU!atddY.sn, es Orsds odnhd sp¢nn�EeiYmr ga�pn,nRe ndeddheoC&els(dCelzzlbiHierldsmiftlL llv ennnldOslegWryfisNsndhelnss,lsdsthpkn7hy, nvep,hnd'sennl knsi sld!hLLernrnssdfid �. Tombo III, P.E. ' Ih rrJfgCssipnne6Yusan. ARulss sdsdhra1g0 n1Uarndisssnep:hf redthki!iiq rsapensSdrryNu¢ehmnlS�rdfr}ellrlfl nlSdUnsdnn:etlnrmsdpil�s. Iniff- fts ugnseldnnlAhsdlglnsshsr,sa,Tnss hsipfy*ienndirtsspsnhann,nlm �80083 s>fawmhfinell¢s fn¢mspndpnh vmss h¢lrnimhnNSA Ik ln:s Drdn 6y¢en Is Y7I81 hIliglnsipsy nLns Sine¢ hS�tl derrkiletrp. Ylafudesl Mas m rcdsPMh inl. 4451 St. Lucie Blvd. Copyright91QId6dRaalTmssrs-AmhouyLTumbo116P.E. hill dauioral hisdasomenl,inany form, isprohibited withourfieminenpesmissioofrom AdRoolfrusses-AmbanyLTomboill,p.E. Fort Pierce, FL 34946 ,r Job Truss Truss Type Qty Ply II A0186120 70194 J7B JACK -OPEN 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:47 2017 Page 1 ID:55C9IYYcgmPVbvvH4eZS2dyCOxY-xl aObl9CN5DW 12HrLml4jH 1 PMHgFOMXjIHNsYcy9RsU 6-9-6 6-9-6 o De d Load Defl. =1/8 in I T Ch (V tr LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.07 3-8 >999 360 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC t].89 Vert(TL) -0.21 3-8 >386 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.20 3-8 >399 240 Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 181/Mechanical 3 = 90/Mechanical 1 = 336/0-8-0 (min. 0-1-8) Max Horz 1 = 125(LC 8) Max Uplift 2 = -163(LC 8) 3 = -19(LC 8) 1 = -182(LC 8) Max Grav 2 = 181(LC 1) 3 = 115(LC 3) 1 = 336(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; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 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 girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2,19 lblluplift at joint 3 and 182 lb uplift atjoint 1. I I LOAD CASES) Standard I I I wnup-fles!tlnarl!¢rta.a!7As09f IIasSB(SF�ln"ju(e3N I!1�56(pxplFlplSOM!pYiIr1;P'illCE9CiFp6YE11'h¢¢rerdsh¢iptec^!In¢¢!!re<lode!,"Jslmch¢i�prtv�(IpC;®il1¢4R¢ryr.r¢att l?:rL le(uea'e 54ntkMeru. 6el¢n Ylnane!ahlm6e Rp,eJl FAT¢tasaemrdnrs stalk!set6rax itL'wl!rdd-lselmsp:srsh e1!,a!m2s&sia¢,tl!¢MnvJi6",¢gmmsnscc¢IPasdnrlN¢¢siwinsuv¢u3¢nrox6rU-r6;S!1¢nladtlx susl!imsl!1�1s!rxippedt,tttalRL 1ffiksyoes:.api!¢,Iset¢}u¢htius ¢¢ii!ftm- 11hony T. Tombo III, P.E. ul nerl tS:crnssWr�4adKsisae¢egralkWisl6e Or!er,GC+xisa�rmrreg9 er a!4iltal p!s:pn,hde urkd ata¢IIC.arI%rrltulmlSrlfiq<d!u1Rl1.R!eryr,dafae IDpnl m7fi:ld.0 of aeinn;mdaeiyfnll,g nege.ushlntiwnl heuq sidl l!tlx re±lresiipard. #80083 ' n!uar,rasignttsoa.m�!s!a¢usr<tup¢daxpocm!drulardtllmuwteapslschnl�izepnpsglir:tnlrm¢sswce,¢m!rthss�psm!.itsliamsn!nq�vsiennsana�a:s,sonpw,in¢spamu¢ otlmssaunmeyodn! 4451 St. Lucie Blvd. eanatss@rm¢nsslar,ra�gedasna.icxyyair!:m!mant sH sa;!orau[!rn!¢rtsr�ar s,daerprn;$s,«T�asssrnrm E.rasa!rnt:u�. znalame!llx:.urmarp!rtnms- Fort Pierce, FL 34946 (opyright-2016A1Nffiusses-AmhonyLlamboIII, P.E. Re2rodurtionolthisdosumem,inanyform,isprohibiledwilhoutthewrittenpermissionlmmAlpaofTrassas-"DayT.Tomb,III,P.I, Job Truss Truss Type Qty Ply 70194 RB2 JACK-0 1 1 LbPEN A0186121 I Reference (optional) • • •------ • •.........., • �•.........., . � .,...,�y„o ,..,.��.w,,, nun. u. ,<u a :vuv a< <u If runs. o. [<u s 1— - cu [ r rvu I erc muusmes, Inc. vveo uec id uet:4u:4tS zul / rage i ID:55C91YYcgmPVbvvH4eZS2dyCOxY-PDBOpNAg8PLNwCs 1 vTYJGUacwh14lpnsXx6Q42y9RsT 6-4-15 0 3.00 12 p• 3 3x4 = e, 3x7 11 1-7-9 I I 64-15 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 169/Mechanical 3 = 85/Mechanical 1 = 320/0-8-0 (min. 0-1-8) Max Horz 1 = 118(LC 8) Max Uplift 2 =-152(LC 8) 3 = -19(LC 8) 1 =-173(LC 8) Max Grav 2 = 169(LC 1) 3 = 108(LC 3) 1 = 320(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; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. Dead Load Dail. = 1/8 in CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TIC 0.75 Vert(LL) -0.05 3-8 >999 360 MT20 244/190 BC 0.79 Vert(TL) -0.16 3-8 >472 240 WB 0.00 Horz(TL) -0.02 2 n/a n/a Matrix -MP Wind(LL) 0.16 3-8 >477 240 Weight: 21 lb FT = O% 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 2i 19 lb uplift at joint 3 and 173 lb uplift at joint 1. LOAD CASE(S) Standard vsnhj-FlwnnsegllrarvvEe'LIIOOf nOSSS�s'diP dFr3lt FlWl6FiA6111CSS(AtaYj FAf�t(C[u8;[OiYEY1'hrn. ercdlhsip �s„•hn vend WnnRis snssrrsipanvmq(it£Jm16[Imq LFukla;rL Mn �Sia!Idvens. Cd[n tnvin s�hem6eta.asit ddsta Intl[ssidlksseSMQeiCOhle[d:1.AssirnsOngehrima(u,deasryFsjiaes¢OssylwMTVRmah®-Ift[s1d[FN[:wadurtan[iyrnrua:a:3Rhs@el[iyvd9.01kI.!h;dd.I:lDDIIIfWUTk1.raingsnsaaiMss,kiurml4iu4saiLLb'ei Anthony T. Tombo III, P.E. neneelKrsTiasdrogkiklesknnnrmil:tnrdEv g.w,fn 0.tei:.A ha ryes.,h:&H:;4 D.,pe,icanMed dii>nLd,IX.1 !1.1k01inand, WIII.]. Meamal a'tirlPa¢ta,AM- 0, 11rsn,k ' II&C�yss bgiiaep,mhi a. .1 hu:y sWIi.bnrymiitAld 80083 n[SA1.1NsiMW6,do.taId"sd,ditMIO[daxrndiasnlrrielnndtohrjqctrwailmt,Nesnes�1lf1)Feifnkelt111.1—d-ndI.Fa�dPik-INlefim@[nsrnslu7fianrhlhsdaelnssgsipe,TassZipFy—iInssunhann,Was 4451St80083 Blvd. sdeavhsuhnEka raadspadrya@ nP,zs k, dlydM MsGsl lk r—DWPrg�a I. HIM rrllig0tsilayaim S?ft hp»r. ds yt,li r. Sil aIeVIAMai ne n dialk iFN. Copydghs9p616A-IRodT,asses•AashoigLTonbo111,RE.Replodudianalthisdosoment,inany form,ispsohiEitedwmhoulibeminenpermissionhomA-lRaDIbasses-AnlhanyLTambo III, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0186122 70194 MG01 Jack -Closed Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946,design@altruss.com I Run: 8.120 s Nov 122017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:48 2017 Page 1 ID:55C9IYYcgmPVbvvH4eZS2dyCOxY-PD8OpNAg8PLNwCsl vTYJGUakrhOdli?sXx6Q42y9RsT 3-0-5 I 6-3 4 3-0-5 1 3-2-15 I I 1.5x4 II ,Anne 3x4 = 4x4 = 3-0-5 3-0-5 e-3-4 3-2-15 Plate Offsets (X Y) 15:0-4 8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. II DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 024 Vert(LL) 0.05 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0,88 Vert(TL) -0.07 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0'50 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 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 = 844/0-8-0 (min. 0-1-8) 4 = 1065/Mechanical Max Horz 1 = 113(LC 19) Max Uplift 1 = -476(LC 4) 4 = -636(LC 4) Max Grav 1 = 844(LC 1) 4 = 1065(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2004/1117 BOT CHORD 1-9=-1159/1920. 5-9=-1159/1920, 5-1 0=1 159/1920. 4-10=1159/1920 WEBS 2-5=-469/908, 2-4=-2009/1212 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ,.r.e- We Iee.l --current ,with an other live Inards 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6i 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to gi�der(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 1 and 636 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 679 Ib down and 4.04 lb up at 2-6-12, and 679 lb down and 398 lb up at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard l 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=-679I(B) 10=-679(B) �1 Wmnr-Flastlmr;!¢,e,te6,7�110�79SS8�ilfl �5ir3fis'.s4s6G1rRAv4 nSr0Y'rCrX'):ur�etrosu[rrma r,�ti,m�!m„!tms,e,nasr.�,!eu�pmr.irpr;m�sarryytr.�r4rtu+ea,sw!raal.,,. su�aen.rc!re<twrc!tso.!,y . wl,ica+�v:,�akrseR venreed+.:,,rinse rh i�s�rMvm a!!dnmpidrpee,®ccrmiddxrcrsuilu�ngrtrmd�M3!r!updEzmshrm;ie arclCOury,ufnrFir.rzklrwar�e5 rtr�ru�� of Anthony T.TomboIII, P.E. W dki T- W.1 laq 10, mpokllddaem,tee—r!ed ba',en 6!rilig0' e,o l,umd nn, X11, Itt.116,1 1 5ilegthQfM1. ne,",dtwrweee W-ON.T.Ks:4d!i Y1asri% ilrr!s•.nstfda-i kcal W! ki !,!{,nGdirya - s 80083' ' At WfgCsigu¢e 6ilr,an. rBshs ul,duB:16C,dtxrm'im nrrii•�rsdlfeteutasGc7c,e1k4h �zenos2fStjµiikrljsAdS2U e,idcee,!iar pzdpilse mlidu,sM�eq,u3Ev, a,sd�L,s.@i,�es,..... :lpty:ne ollnss Pndnt,,,,,odns. 4451 St. Lucie Blvd. stlmks idzlM,raaed,pe!tgnamm�elp!usm,h!L ih rmsk4n r,j�„Is t"rn.e ugo,np,,,,ri�ns<r:kz DIM, 1 f,gh::rlg.Fort Pierce, FL 34946 (o ht01016A4toolimssas-Whi P.Tomboill,P.E. &•rodaNaolthisdocument,inan form, is rohibitedwIhbounht,rrinen timinioofiomA4laolhossas-Who LIomboIII, P.I. PP'�9 • % r P P P % I Job Truss Truss Type Qty Ply 70194 T1 Roof Special Girder 1 1 A0186123 Job Reference (optional) ., ,.0rise,, vur s rnat e, r� .reav01 ue519nLa iuuss.com Run: 8.12u s Nov 12 201 r Print: 8.12u s Nov 12 2017 MiTek Industries, Inc. Wed Dec 13 08:40:49 2017 Page 1 I D:55C91YYcg mP V bvvH4eZS2dyCOxY-tPi mOj BSviTEYMQDTB3Ypi6w04XyUG 101bszcUy9RsS 1-3-14 1-10.8 1-3-14 0 9� 9� 2.97 12 1.5x4 II 5 2 1 1 . W2 al C N W1i I I i 6 3 1-10-8 2x3 11 1.5x4 11 1-3-14 1-10-8, 1_3_1�6� Plate Offsets (X,Y)— f2.0-1-2.0-0-21 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 0.15 Vert(LL) 0.00 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 3-4 >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 FBC2014/TP12007 Matrix -MR Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* W1: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc pur ins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3 = 4 = Max Horz 4 = Max Uplift 3 = 4 = Max Grav 3 = 4 = 318/Mechanical 1351Mechanical -123(LC 6) -313(LC 5) -126(LC 6) 318(LC 1) 135(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less when shown. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. alnedtlsfnnb¢rhlfetn3mrxsi4iryd Seaam Ostler tr hitieyf4u�e: rel(rebwa. lHsnt stl W OOri"aae6spavn e3ttriukesdSfsfw`s•Igrltrnh�aie�hetfop s;<rt@K Bi �fapyri'EirGhT16A-liaotinsus-Am6.ayl.lom5olll,f,E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint 3 and 126 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 lb down and 136 lb up at 1-3-14 on top chord, and 229 lb down and 139 lb up at 1-3-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 , Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 5=-90(F) 6=229(F) wnt ti'uru ;monTss +sruas,wxsr rzvenn,sxmf; Anthony T. Tombo lII, P.E. f,a6rs<Iied �ASiL'wlmindlrlurtN.xalUN. irsgpsMdOelWarynHrtd3e5niyil�*3-d+uiSiJdme�h4b6enyasnstr! g4gastfd:Y Edmestiar161,'pWsa�elFHnlS2:iveMnaa.Mkgxd�Ita2 its3l�ss3nt xuY3'a;d#fss s'f»Frss?s Inn Bt'ps #80083 9 sgn, rego:rrms;nnu�edstlww,wlns 4451 St Lucie Blvd, a;{et�nr2rc�,z,armsisraFip�a�iaws.iaar�asrremmnM.,::latnt dosnmeat is any rov, is pray1fted.moo]On wrivea pemissioohons A-1 pool Tresses-AoLMay1. Tomlo N: P.E. Fort Pierce, R 34445 C JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height w: ,�a nd Exposure D up to 30' Mean Roof Height. w; A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 I i I I Attach End Jack's w/ (4) 16d Toe Nails @ TC & (3) 16d Toe Nails @ BC 2i I o II i t ;,(��yiigdi �.20t6A•T FdatTiessis-Actbany Ttombo ll4, P.f: te�cdsoiea ottbisdaarear,innsy(arm, is praaibi=ed i>thu�t �z Attach King Jack w/ (3) 16d Toe ,Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 3ch Corner Jack's (2) 16d Toe Nails TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 V-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED ALTERNATE GABLE END BRACING DETAIL IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE (SEE SECTION A -A) TRUSSSES @ (� 24' O.C. STDTL03 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). ' PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE \ BRACE AND THE TWO TRUSSES ON \ EITHER SIDE AS NOTED_ TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d COMMON WIRE NAILS. END WALL STRUCTURAL GABLE TRUSSES MAY BE BRACED AS�NOTEO: METHOD 1: ATTACH A MATCHING GABLE TRUSS TOI THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME 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 ONEI ROW OF 10d (131' X 3') NAILS SPACED 6' O.C. - FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02 05), 150 MPH CASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d (.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). CEILING SHEATHING SCAB ALONG VERTICAL 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 VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS "nin STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / jj��� MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. ITRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS / JULY 17, 2017 I STANDCONNECTION DETAILTRUSS STDTL04 I 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. � I NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I it I I II PIGGYBACK TRUSS I� ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" REFER TO ACTUAL TRUSS DESIGN DRAWING FOR TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES ADDITIONAL PIGGYBACK TRUSS INFORMATION. I SHALL, BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5' X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) I I I I I SPACE PURLINS ACCORDING TO THE MAXIMUM I 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. ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. (PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. i rps:ia;swa of �§h 8ur¢tat, JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 I - A-1 ROOFTRUSSES 4451 ST. LUCIE BLVD. GABLE END, COMMON FORT PIERCE, FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS VALLEY TRUSS (TYPICAL) P 12 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. SEE DETAIL'A" BELOW (TYP.) ATTACH 2X4 CONTINUOUS 42 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS (TYPICAL) TRUSS CRITERIA: GABLE END, COMMON TRUSS, OR GIRDER TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24- O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. JULY 173 2017 AMM a. .ter A-1 ROOF TRUSSES �u �T i i inic m vn FOF _.._._... TRUSSED VALLEY SET DETAIL I STDTL06 GENERAL SPECIFICATIONS: II 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. • SECURE VALLEY TRUSS W/ ONE ROW OF 10d WIND DESIGN PER ASCE 7-98, ASCE 7-02. ASCE 7-05: 146 MPH NAILS 6' O.C. I WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING 1 I EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF O THE ROOF W! TWO LISP MINIMUM SPACING = 24' O.C. (BASE AND VALLEY) SYP T WS3 X 3') OF SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. i ICI � I DETAIL A (NO SHEATHING) N.T.S. r,Ysiut-*• ,pmth AliiqiKfifiS{,.i;is,SWtusfolt".IMMIca(SaiiAi1fI17i3'.I�Urfn Yoko; IV W":I ptlaR'ah�:.sAes'7i@arait�IRcfErarkm';hra�.P.)l�rsGt4ua{kAss'ra'+k;stfarcef:+'=4ofbr fat d;: fir+ maven essenaesem¢uuu a ssir� taxpts {a.s yrq, c�aeua�� ss yai� mi; aemespa« �e �r Pm ti a a ei kr ns re e� = nw ryervwn�snaSAmsnmessaah Mth�s y T i 6a tlF 0 e edisid2xu stra}k�.i�rszvhs}��knstIleC.av btbera7 aa5u_is�;xee 6e1�rP8ittain,sh�ldEaDa`.ualCsaf 4iWlak&gs4drf<i GarxuNrsT ails � Iip,idmTMs,�'sTs�iaai Paseakr�WihSanyrcrfG A-;S06S3 ,. .::.' _G�lta'+T<a,smin l3arstleac2rinx rzi2sRo.Gnaloft.;dYaiaaGadS.+shkmsfiia'6+'•vPiwlS+Ifi miA¢emfaraahrz$Ri hu°:ssGa;smef&'rsr3kd dEnlniM.�s,. Tm Cts.ar'rzeadatea 4.maa2xn i+t 4451 $t. LUtI2.61va.;;;: .:: .., aaeauili�t �ia°r u.�e�sraps�:s.iaes�f,issc-�iT;P.apt;�t.arrr„niemeaij.zamm�am c �ak€at�rf. LLrt . .: to � i 4f�F;29 dA�. , . !i4_ p i P P aAlL2lUesses'JWtheayi.femboQLP� .;: F-�9 - ) tlaali;:isei,'Ani�arFTez<to P.4Ie:itaiae¢It5isdoce�r,�eLiaaa�k+�is fa5�ed.ahotnt6es�sinan eicisueaBa,..... ,_. .., .. ...., ...:. .: ,..,.::�:.: 4 FEBRUARY 17, 2017 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X41VERTICALS W/IOd NAILS, 6-, O.C. VERTICAL STUD SECTION B- A-1 ROOF TRUSSES 4451 ST. LUCIE I LV D. FORT PIERCE, FL 34946 772409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. F DIAGONAL BRACE 4' - 0- O.C. MAX. SEE INDIVIOUALI ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. I STDTL08 VERTICAL 2X6 SP OR SPF STUDP18RACE #2 DIAGONAL BRACE (4) - 16d NAILS16d NAILS SPACED 6' O.C. (2) lOd NAILS' INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO ERTICALS SECTION A -A W/(4) - 10d NAILS 12 1 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TOiCOMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL TO * I WITH (2) - 10d BLOCKING NAILS AT EACH TRUSSES END. ATTACH DIAGONAL BRACE TO iBLOCKING WITH (5) - IOd NAILS (4) 8d NAILS MINIMUM, B I 3X4= PLYNG TO WOOD X4STD SPF IBLOCK v � * DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24'IMAX. I NOTE: I 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM "CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF IOd NAILS SPACED 6' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH lGd NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/,240. I DIAG. BRACE B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSORTYPE TRUSSES. IF NEEDED 10. IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. i MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE (2) DIAGONAL BRACES AT 1 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'0.C. 3-8-10 5-6-11 6.6-11 I, 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6-0-11 I 9-10-15 2X4SP#31STUD 24'0.C. 2-8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6.6-11 I 11-8-14 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6-6-11 I I G-8-0 2X4 SP #2 24' O.C. 1 3-1-4 3-11-3 6-2-9 I 9-0-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - G' REQUIRE 2X4 I -BRACES ATTACHED TO I BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d, NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. � I MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING / (2) - 10d NAILS L-- TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - \ 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE (SEE SECTION A -A) END WALL IFEBRUARY 17, 2017 I T WITH 2XIBR cEEON Y IL I STDTL09 I NOTES: I T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOX OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T—BRACE SIZE NAIL SIZE I NAIL SPACING 2X4 OR 2X6 OR 2X8 10d I 6" O.C. NOTE: MAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) jc \ k / SPACING A J� BRACE SIZE FOR ONE —PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO—PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 [-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE WEB �\ \\ \\ \ h� T-BRACE / I -BRACE MUST BE SAME SPECIES I ` AND GRADE (OR BETTER) AS WEB MEMBER. m T-BRACE NAILS NAILS WEB M( NAILS WEB I -BRACE T-BRACE SECTION DETAILS -W- m FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG-STRONGBACIK" IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE _ TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL34946 NOTE 2: STRONGBACKIIBRACINGALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772.409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE METAL FRAMINGA ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0131' X 3') NAILS (0131' X 3'). r ATTACH TO VERTICAL �I I NAILS (0131' X 3) i I I BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE j NAILING THE STRONGBACK I ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d NAILS (0.131' X 3') IN EACH CHORD I i i USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131'IX 3') NAILS (0131' X 3') II TRUSS 2X6 I 4' - 0' WALL STRONGBACK I (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS (0.216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING'iIS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: ` OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3-) STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING (BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 LATERAL TOE -NAIL DETAIL NU I t5: 1. TOELNAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BEISUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) i DIA SP OF HF S IF SPF-S .131 88.0 80.6 69.9 68.4 I 59.7 z o .135 93.5 85.6 74.2 72.6 � 63.4 .162 108.8 99.6 86.4 B4.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 z Z 0 .131 75.9 69.5 60.3 59.0 51.1 ,n N .148 81.4 74.5 64.6 63.2 52.5 M I STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE ENO DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE ❑URATION OF LOAD INCREASESIMAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: j NEAR SIDE (3) - 16d NAILS (0162' DIA. X 3S1) WITH NEAR SIDE SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) 291-9 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° SIDE VIEW (2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° _ I FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I iI THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. iI i i TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD .131 59 46 32 30 20 Z O J .135 60 48 33 30 20 In .162 72 58 39 37 25 J = O .128 54 42 28 27 19 � Z Z OJ 131 55 43 29 28 19 W .148 62 48 34 31 21 J J_ N Q Z .120 51 39 27 26 17 C' Z .128 49 38 26 25 17 O .131 51 39 27 26 17 J .148 57 44 31 28 20 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30°WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOI❑ UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. I APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WINO) = 148LBMAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177ILB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. _** USE (3) TOE -NAILS ON 2X4 BEARING WALL *x* USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S: SIDE VIEW TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL a FEBRUARY 5, 2016 T4 2x2 NAILER ATTACHMENT STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.5 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, I29'-0" Mean Height, Exp. B, C or D. \AO Z� � SQ 2� 2x4 SP No. 2 (Min) o° o° a° o° 1.5x4 SP No. 3 G April 11, 2016 I TYPICAL IALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS - to A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 (4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION (SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [�� STDTLI4 (4) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 airdq rk!"rm.,p!rr,:.M'�, ��trzsust".ea'},ar utt!ru uue>rrr,�esla.,^asru�t¢zscrMdnt ro, t.r. �rrp witd.a mt �mdt, �a tpc=szmew+vit iwl94!Ltda tz.dtti*r nr.m rsn.�iYr e.ty;w.g. : :::: I wtar..x r.rn dashcammi^afra.,w.F [ e,+ubimta speri;r»'�smu:rtt5 ep .wfm«�:prodatp✓K,wecq'+�«n pn.%.,Ytv_rwp+Pdr.uM+.an ryw n:ctisr �.l!rt :trAup rapas,kdvj:� sb�,.y AnCA+:�y T. Tortjbo :il, E?.E;::„ h-eir>rdmr rsrSn e!�t t. ruar"s5s31d&C 6iC xw�edgedreai trZfa3.Waa;uAr adeedmrfGr;tb�el�mdsxfq:�mtA b4rr .3dblAdrg4YMr' dWtm:bhAryWEat wi w.wa4+aW mdbaejtiAlrS�regwWJ'¢/id.' .. �. SQ063 .. L Wi+j@rnef W a�asr Lwt y.4 f4+i^JWb ear Wtd d-3+l:yt++azs�rdd.buatfm.et:L}P»kkrbR' 3WJ i!€ ri. f' QP�. t.ik�sst...+p 44s Hfaaydh .. Svu%; lief[ vp tgaeeraiE�nrYn+as. ,am' 4r52.Si W e 6:vd,. I�/ r eAwN Cxxu e�eA fr+r 7keir brdrK.T i tbnfP it SJ eMM''vr^K i rtlw t me Noib3i'ap. s� W.fdk lf�Ib PtL. ..,.::.: Folk PlFrce FL. 3494b :. .• • r__.: nnnfr... a_ ._..v.<:_, r__rr „r er .... _r.,. ...."....u_ ..r..�. r.r r-.... .. .. .• • FEBRUARY 17, 2017 I STANDARD REPP IR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 DAMAGED OR MISSING CHORD SPLICE PLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAD X (INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X16 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 3I 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 418 36• 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42• 3169 4754 2900 4350 2451 3677 2511 3767 44 66 I 48' 3657 1 5485 3346 5019 2829 4243 2898 4347 DIVIDE EOUALLYIFRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2XG) SPACED 4' O.C. AS SHOWN (131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIM MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C •10d NAILS NEAR SIDE + 10d NAILS FAR SIDE t I BREAK 6' MIN TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY 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 I 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 VERIFYITHAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, A� SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATESIAT 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. i FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS _ I _ I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING- I 40-10-0-10 DURATION FACTOR: 115 SPACING: I 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION it NOTES: 1. ATTACH 2X SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. I II 2X_ SCAB (L) j (2.0 x L 24,, MAX I I 24" MIN NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT I, THIS DETAIL TO BE USED ONLYiWITH TRUSSES (SPANS LESS THAN 400 SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF.I TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES STDTL16 Important Notes / Pleas 1) Trusses are to be handled, installed and b' WTCA 1-1995 — "Standard Responsibilitie and "BCSI 1-03 Guide to Good Practice Flo Trusses" published by WTCA and Truss Plat Trusses. Spanish versions are also availablit 2) All temporary and permanent bracing des 1 3) Truss designs are for an individual compon designers calculated loads. The building & 4) If provided by truss manufacturer, any en, guides or software provided by the beam i bearing requirements. Truss manufacturer i truss manufacturer. 5) Unless specified, roof trusses are not desigr 6) On flat surfaces, adequate drainage must 1 7) It is the builder's responsibility to assure the to assure they do not interfere with the truss access opening should be located between 8) Unless specified, valley framing design, cor 9) Attached drawings are standard details th( building designer supersede any attached 10) Trusses are not designed. to carry the chimn be framed through the trusses to be suppor structure above all loads and uplifts MUST be provided by the building designer. 1 1) The specific engineered truss drawings are and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the sp, erection personnel, equipment, whether tern engineered drawings. Plat J �WIIWI r=� A-1 ROOF -TRUSSES -A FLORIDA CORPORATION e Review Prior to Truss Installation: raced in accordance to the following standards:-ANSI/TIP 1-2007; s in the Design Process Involving Metal Plate Connected Wood Trusses", r Handling, Installing, & Bracing of Metal Plate Connected Wood Institute. Any of this material can be obtained by contacting A-1 Roof Any -questions or comments feel 4451 St. Lucie 772-409-1010 Office n, connection, material, and labor by others. it, not for a truss system. Reactions and uplifts may vary from building igner is ultimately responsible for clarifying any discrepancies. neered beams provided have -been sized using information design anufacturer. The building designer should verify all loads uplifts, and not responsible for specifying beams, other than those provided by !d for any additional attic storage loads. provided to avoid ponding. e is adequate room for A/C ducts, electrical wiring and plumbing runs chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic russes unless otherwise noted. ection, material and labor to be supplied by the builder. cover most installation standards. Structural details provided by the etails. y, cupola, steeple, or other structures unless specified. Structure should :d by.the foundation. In cases where trusses are designed to carry the e verified by building designer. Connection of structure to trusses must to other terms, conditions, and details on the truss placement plan d loads on the engineered drawings. Point loads for materials, ry or permanent, are not allowed unless specified on sealed to contact A-1 Roof Trusses at 772-409-1010. ., Fort Pierce, FL 34946 2-409-1015 Fax www.AItruss.com ^sp STRUCTURAL CONNECTORS A Wek' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 (4) - lOd (Header) FL821.39, (2) - 10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 - - _ _ _ (4) - 10d (Header) (2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 (4) -10d (Header) FL821.42, (2) -10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 - - _ _ _ (4)-IOd(Header) (IJ - lOd (Joist) T3 MSH422 1831, 2025 2025 2025 (22) - 30d (Face - Face Max Nailing) FL822.36, (6) -10d (Face - Top Max Nailing) 08- (6) - lOd (Joist -Face Max Nailing) 0303.06, (6) - 10d (Joist -Top Max Nailing) RR 25836 (4) - lOd (Top -Top Max Nailing) 13116-R THA422 2245 2245 2245 - - - - _ _ (6) -16d (Carried Member •Face Mount) (6) -10d (Carried Member - Top Flange) (22) -16d (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 (Carried Member) (20) - I Od or (2) -10d (Face) (4) -10d (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 - - _ _ _ (I1) - SOd x 1-1/1 (Carried Member) (20) -1 Od x 1.112 (Carried Member - Max Nailing) (20) -16d x 1-112 (Carrying Member) (20) -16d x 1-112 (Carrying Member - Max Nailing) rU :SP STRUCTURAL - 00NNECTQlR; A M[Tck' Company Hpnaprc Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 - (18) - 16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 - - - - _ (14) -16d (Face) (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) -10d x 1-112 (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 HHU528-2 4210 4770 5140 2000 - - - - _ (22) -16d (Face) (8) -16d (Joist) HTU28-2 3820 4340 4680 3485 - - - - _ (26) -10d (Carried Member - Max Nailing) (26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 (18) -16d (Face) FL13285.35, (12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 1550 - - - - _ (14) -16d (Face) (6) -16d (Joist) ASP STRUCTURAL CONNECTORS* i4 N ffw cwnpany Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 10056 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 - - - (28) -16d (Face) FL13285.35, (16) - lOd (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 - - _ _ _ (22) -16d (Face) (8) -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 HGUS26-2 4355 4875 5230 2155 - - _ _ _ (20) -16d (Face) (8) -16d (Joist) 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 5130 2155 - - _ _ _ (20) -16d (Face) (8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 (36) -16d (Face) FL821.77, (10) - 16d (Joist) RR 25779 13116-R HGUS28-1 7460 7460 7460 3235 - _ _ _ _ (36) -16d (Face) (12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 - - (36) -16d (Face) FL821.75, (10) -16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 - - _ _ _ (36) -16d (Face) (12) - I6d (Joist) vf� U P STRUCTURAL CONNECTOW A MiTek Company Fastener Comparison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners (4) -10d (Header) (4) -10d (Header) - T1 JUS24 LUS24 (2) -10d (Joist) (2) - lod (Joist) (4) -10d (Header) (4) - lod (Header) - T2 JUS26 LU526 (4) -10d (Joist) (4) - lod (Joist) (22) - lod (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) -10d (Joist - Face Max Nailing) THA422 (22) -16d (Face - Face Mount) (6) -10d (Joist - Top Max Nailing) (2) -16d (Face - Top Flange) (4) -10d (Top -Top Max Nailing) (4) -16d (Top - Top Flange) (11) -10d x 1-112 (Carried Member) (18) -16d (Face) (12) - 10d x 1-1/2 (Joist) (10) - lodx 1-112 (Carried 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 HHU526-2 (12) - lod (Joist) (6) -16d (Joist) (28) - 16d (Face) (26) - lad x 1-112 (Carried Member- Max Nailing) - T6 THD28 HTU28 (16) - lod x 1-1/2 (Joist) (26) -16d x 1-112 (Carrying Member - Max Nailing) (28) -16d (Face) (22) -16d (Face) - T7 THD28-2 HHU528-2 (16) - lod (Joist) (8) -16d (Joist) (18) -16d (Face) (14) -16d (Face) - T8 THD46 HHU546 (12) - 10d (Joist) (6) -16d (Joist) (28) - 16d (Face) (22) -16d (Face) - T9 THD48 HHU548 (16) - 10d (Joist) (8) -16d (Joist) (20) -16d (Face) (10) -16d (Face) - T10 THDH26-2 HGU526-2 (8) -16d (Joist) (8) -16d (Joist) (20) - 16d (Face) (20) -16d (Face) - T11 THDH26-3 HGU526-3 (8) -16d (Joist) (8) -16d (Joist) (36) -16d (Face) (36) -16d (Face) - T12 THDH28-2 HGU528-2 (10) - Ad (Joist) (12) -16d (Joist) (36) - 16d (Face) (36) -16d (Face) - T13 THDH28-3 HGU528-3 (10) -16d (Joist) (12) -16d (Joist) TH D26 D28-2 DH26-3 i D26-2 oil M. DH28-2 - THD28 TH D H 26-2 THDH28-3 W 2 REPAIR REOUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair, 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use a line to denote the exact location of the break 4 21 20 ALTERNATE 1 REVISED BEARING LOCATION: Draw in new location of bearing, and provide dimension of its location MISSING PIECE: If there are s multiple breaks, resulting in missing 4 MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate 5 a 7 8 9 SPLIT I CRACK: Denote exact location of damage, and provide length if greater than 12" 1" out of plane 11 _ 12 13 18 17 18 15 TRUSS MODIFICATION ? If truss is too long / short, provide detailed sketch and provide dimensions as needed. 7 8 BREAK: Use a line to denote exact location of break MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate DEFLECTION I CROWN: Denote exact location of where the stall and stop of the issue, as well as dimensions of where the issue occurs. 10